WQ0032548_Regional Office Historical File Pre 2018

S.';<;MSPage
1 of
Google Maps 16104 Blackberry Hills Drive, Midland, NC Drive 34.7 miles, 53 min
to 8528 Waxhaw Creek Rd, Waxh w, NC 28173
Apr
u
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13
Map data @2017 Googly 1 mi
16104 Blackberry Hills Dr
Midland, NC 28107
Take Blackberry Hills Dr to Old Camden Rd
2 min (0,8 mi)
1. Head west on Blackberry Hills ter toward Cobbler Dr
0.6 mi
41 2. Turn left onto Plarncrest Rd
0.2 mi
Take Mill Grove Rd to S-Rocky River Rd in Monroe
33 min (19.3 mi),
. Turn right canto Old Camden Rd
0.6 mi
4. Turn right onto Cabarrus Rd
410 ft
41 . Turn left onto Ferguson R
1.4 mi..
. Turn right onto Brief R
0.1 mi..
4*1 7. Turn left onto Indian Trail Rd
0.5 mi
2 F V 1

Page 2 of
8. Continue onto Mill Grove Rd
45rmi,
9. Turn left onto Lawyers Rd
11 mi
10. Turn right onto N Rocky River Rd
03 mi
11. At the traffic circle, continue straight to stay on N Rocky River R
1.1 mi
12. At the traffic circle, take the 2nd exit and stay can N Rocky River Rd
93 mi
13. Turn left onto s Rocky River R
6 min (4. mi)
ro 14. Turn right onto NC-200 8
min (7.6 mi)
Continue on Tir ah Church Rd. Drive to Waxhaw Creek Rd
4min (23 mi),
15. Turn right onto Tirah Church R
1.9 mi
16. Turn right onto Waxhaw Creek Rd
0.4 mi
8528 WaxhawCreek Rd
Waxhaw, NC 28173
These directions are for planning; purposes only. You may find that construction
projects, traffic, weather, or other events may cause conditions to differ from the
map results, and you should plan your route accordingly. You must obey all signs or;
notices regarding your route.
2 6/201

permit: W0000158 Owner - Facltity: Kimberly A Kocjk
Inspection Coate: 07t04t1975 Inspection type Compliance Evaluation Reason for Visit. Routine
Permit ataLuji Ye Ns_'NA NE
#"Is the current resident in the home the Pe ittee?
If not, does the resident rent from the Permittee? El 1:111 El
Change of Ownership form needed? (Mail the form with the inspection letter) © 11 El 11
Is there an inspection and maintenance agreement with a contractor? 11®®
If YES, who is the contractor (include contact Info)?
Comment:
Septic Tank
* The septic tank and filters should be checked annually and pumped/cleaned as needed: **'
Is all wastewater from the home connected to the septic tank?
# Does the permitteetresident know where the septic tank is located?
Has the septic tank been pumped in the last 5 years?
If YES, describe if known and proof (include date pumped):
# Does the septic tank have an EFFLUENT FILTER or SANITARY T?
If FILTER, when was the filter cleaned and by o?
Comment:
Sil aq Filte iTrea ent Pods
— Accessible sand filter surfaces shall be raked/leveled every 6 months and vegetative growth shall be
removed manually,
# Is system something other than a sand filter?
# If YES, what kind? (examples - Peat„ Textile or brand name - Advantex, etc,)
# Does the permittee know where the sandfilter is located?
Does the sandfilter require maintenance?
If maintenace is required, explain:
Comment:
Di infeeti +n UV
*** UV unit shall be checked weekly. Lamps/sleeves should be cleaned/replaced as needed to ensure
proper disinfection. *"*
Is UV working?
Has the UV Unit been serviced and bulbs cleaned?
# Who completes the weekly check for the UV? ( Non -Discharge)
Comment.
Disinfection Tablets
* Tablet chlorinator unit shall be checked weekly to ensure continuous and proper operation.
Does the permittee have the correct chlorine tablets? (if none, mark No)
Yes No NA NE
® E] El
Cl ® 13
Yes No NA NE
0000
000
Ys'NA N
©00C.
Page: 3

Permit W00003158 Ownor - Facility: Wmberty A Koclk
InspectionDate: 07/04/1975 Inspection Type: Compliance Evaluation
Reason for Visit: Routine
# Does the Permittee know the location of the chlorinator?
110130
Were chlorine tablets observed in the chlorinator?
© ❑ ❑
Are tablets contacting water? (if passible, poke them to determine.)
® El 13 11
Comment;
PuW ? Tank
Yes No NA NE
— All pump and alarm sytems Shall be inspected monthly, (Nast -Discharge) « *
Is the pump working?
❑ ❑ ❑ ❑
Is the audible and visual high water alarm operational?
�] ❑ �]
# Does the permittee know how to check the pump & high water alarm?
11 1313
Last functional test:
Comment.
QH2 or la ation
Yes No NA N
— Irrigation sysetin shalt be inspected monthly to ensure system is free of leaks and equipment is operating
as designed.
# Type of system (DRIP or IRRIGATION):
## If IRRIGATION, number of sprinkler heads:
.Are buffers and setbacks adequate?
13 C1 ❑ El
Is the site free of ponding and runoff?
E3 13 ❑ 13
Does the application equipment appear to be working property?
❑
Is there a minimum two wire fence surrounding the entire irrigation area?
❑
Comment:
General
Yes No NA NE
# Are the treatment units locked and/or secured?
❑ ❑ ❑
# Has resident had any sewage problems?
❑ 13 ❑
If YES, explain:
Does the system match the permit description
❑ ❑ ❑
If NO, explain:
Is the system compliant?
011013
Is the system failing? {If yes, take pictures if possible}
[1 1:1 El 13
If system is failing, describe any exposures to people/animals or environmental risks.
Comment:
Page: 4

Compliance Ins ection Ra c>rt
Permit: WQ0003158 Effective: 01/01/18 Expiration: 12/31/22 owner. Kimberly A Koc k
SOC: Effective: Expiration. Facility: 5311 Flint Ridge Church Rd. SFR
County: Union 5311 Flint Rog Church Rd
Region. Mooresville
Marshvitle NC 28103
Contact Person; Kimberly A Kocik Title: Phone. [phone]
Directions to Facility;
From Mooresville take 1-77S to 1-277E, take exit 2S and follow US 74E (E. Independence Blvd) ^ 3.8 mi turn R, take S. White Rd
(turns into Landsford-Rd) —3,6 mi, turn L onto Flint Ridge Ch Rd., first driveway on Lt
System Classifications.
Primary ORC. Certification. Phone:
Secondary ORC( ):
On -Site Representative(s),
Related Permits:
Inspection Crate: 07104/1 g76 Entry Ti Exit Time;
Primary inspector;: Mario Schufte Phone: [phone] -
Secondary Inspectors)
Reason for Inspection. Routine Inspection Type. Compliant Evaluation
Permit Inspection Types Single -Family Residence Wastewater Irrigation
Facility Status. [ Compliant © Not Compliant
Question ,Areas.
® Miscellaneous (questions Permit Status Septic Tank
Sand Filter/Treatment Pods Disinfection UV Disinfection 'Tablets
a Pump Tank Drip or Irrigation General
(See attachment summary)
Page. 1

permit: Wt 0003156 Owner - Facility: Kimberly A Kodk
InspectionDate: 07104/1976 inspection Type : Compliance Evaluation Reason for Visit. Routine
Inspection Summary.
Page. 2
1

Lxh w, NC 28173 to 8528 Waxhaw Creek... bttps://www.google.com/maps/dir/8299+Kensh
'ontintae straight canter Waxhaw Creek Rd
32mi
whaw Creek; Rd
2173
,ns are for olannino r urraoses only,
differ from the map results, and you should plan
your route accordingly, You roust obey all signs or
notices regarding your recite.

ROY COOPER
Governor
FILE
MICHAELSREGAN
WaterResources S. JAY ZIMMERMAN
ENWRONMfiNTAL WAUTY Director
June 29, 217
Io > R. AND SYDNA BASS
8528 WAXHAW CREEK ROAD
WAXHAW, NORTH CAROLINA 2 173
Subject: Permit No, WQ0032 4
Single-family Residence
Wastewater Irrigation System
Union County
Dear Mr. and Mrs. Bass:
In accordance with your permit change of ownership request .received April 3, 2017, we are
forwarding herewith Inc it No. WQ0032548 dated June 29, 2017, to John R. and Sydna Bass for the
continued operation of the subject single-family residence wastewater treatment and irrigation facilities.
]Tease note that the Permittee has been changed from Charles and Beverly McLamb to John I . and
Sydna Bass,
This permit shall be effective from the date of issuance until May 31, 2022, shall void Permit No.
WQ0032 48 issued April 8,2008, and shall be subject to the conditions and limitations as Specified therein,
An extension shall be requested at least six months prior tot the expiration of this pertnit. Upon receipt
of tire request, the Commission will review the adequacy of the facility described therein and, if warranted,
will extend the permit for such period of time and under such conditions and limitations as it may deal
appropriate.
Please pay particular attention to the operation and maintenance requirements listed in Section III
for they may differ from the previous permit issuance. Failure to establish an adequate system for collecting
it maintaining the required operational information shall result in future compliance problems. Also note
that Condition VI.6. requires the Permittee to retain a set of Division approved plans and specifications :for
the life of the facilities permitted herein.
If any parts, requirements or limitations contained in this permit are unacceptable, the Perinittee
has the right to request an adjudicatory hearing upon written request within 30 days following receipt of
this pennit. This request shall be in the form of a written petition, conforming to Chapter 150B of the North
Carolina general Statutes, and filed with the Office of Administrative Hearings at 6714 Mail Service
Corner, Raleigh, NC 27699-6714. Unless such demands are trade, this permit shall be final and`binding.
. ` th€rt C tm sar " . ,
State efNonh Carolina I Enviroranental Quality I Watet Resources q Water Quality Pe stung ( Non -Discharge Permining
1617 Mail Service Center I Raleigh, North Carolina 69 -161
919- t 7-6332

Mr. John R. Bass and Mrs. Sydna Bass
June 29, 2017
Page 2 of 2
44
If you need additional information concerning this perrnft, please contact Alice M. Wcssn(
807-6425 or agLw_qs �sner c fear. n r . �qv.
Sincerely,
S. Jay Zimmerman, P.G., Directoi
Division of Water Resources
cc: Union County Health Department (Electronic Copy)
jjiguaj rerma, arctuve thlectronic copy)
Central Files

PV
NORTH CAROLINA
ENVIRONMENTAL AI AGE E l CONLMISSION
DEPARTMENT OF ENVIRONMENTAL QUALffY
RALEIGH
SINGLE-FAMILY RESIDENCE WASTEWATER IRRIGATION SYSTEM PERMIT
n accordance with the provisions of Article 21 ofChapter 143, General Statutes of North Carolina as
ended, and ether applicable Laws; Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
John R. and Sydna Bass
Union County
FOR THE
continued operation of a 360 gallon per day (GPI single-family residence wastewater treatment and
irrigation facility consisting of
of 1,200 gallon baffled septic tank with an effluent filter; a partially in -ground Advantex, AX-20 synthetic
media wastewater treatment filter•, a 1,200 gallon recirculation tank with a 19 gallon per minute (GPM,
recirculation pump; a 7 GPM ultraviolet disinfection unit; a 3,000 gallon storage/pump tank with a
10 GPM pump, and audible/visual high water alarms; a 0.22 acre drip irrigation area consisting of 3 zones
of 0.071 to 0.074 acres each with 8 to 9 drip lines 204 to 244 feet long on a 2 foot spacing; and all associated
piping, valves, controls, and appurtenances
to serve the single-family residence at 8528 Wa haw Creek Rd., Waxhaw, NC 28173, with no discharge
of`wastes to surface waters, pursuant to the application received April 3, 2017, and in conformity with the
project plans, specifications, and other supporting data subsequently filed and approved by the Department
of Environmental Quality and considered a part of this perrint.
This permit shall be effective from the date of issuance until May 31, 2022, shall void Permit No.
WQ0032548 issued April 4, 2008, and'shall be subject to the 'following specified conditions and limitations:
I. NL4LD1ULlES
1. No later than six months prior to the expiration of this permit the Permittee shall request renewal of
this permit on official Division forms. Upon receipt of the request, the Division will review the
adequacy of the facilities described therein, and if warranted, will renew the permit for such period of
time and under such conditions and limitationsas it may deem appropriate. Please note Rule 1'5A
NCA C 02T €11 05(d) requires an updated site map to be submitted with the permit renewal application.
[1 A NCAC' 02T . 105, 2T .p1t19, I12T 0115(c)]
2. If a public or community sewage system is or becomes available, the subject single-family residence
wastewater treatment and irrigation facilities shall be closed and all wastewater shall be discharged into
the public or community sewage system within`1 0 days of its availability, Prior to the initiation of
these connection activities; appropriate Division ion approval shall be r eived< 1 S NCAC Il2T .{if( ]
+Q0032 48 Version 1.1 Shell Versions 151201 Page l of

H. LERFORMANCE STANDARDS
NCAC 02T ,0108(b)(I)j ­—Awa. ti.jn.
2. This permit shall not relieve the Permittee of their responsibility for damages to groundwater or surface
water resulting from the operation of this facility. [ISANCAC 02B.0200,02L.01001
I Application rates, whether hydraulic, nutrient or other pollutant, shall not exceed those specified in the
following table:
TABLE I - APPLICATION LIMITATIONS
----------------
tField: Parameter Hourly Rate Yearly Max Units
1 012 - Non -Discharge Application P'ate 0.1 22.36�± inches
[I 5A NCAC 02T.06050)]
4. The subject facility has been approved to land apply wastewater effluent on the following fields:
TABLE 2 - IRRIGATION AREA INFORMATION
Field Owner County Latitude Longitude Net -Dominant
crew ae Sall Series
ZnR - Zion
I John R. and Sydnatlass Union 34,8291710 -80.7658050 0,22 gravelly lown, 2-
[G,& 143-215.11
S. The Operation and Maintenance Agreement (attached) between the Permittee and the Division of Water
Resources is incorporated herein by reference and shall be a condition of this it. Noncompliance
with the to of the Operation and Maintenance Agreement shall subject the Pennittee to all sanctions
provided by North Carolina General Statutes §143-215.6A to §143-215,6C for violation of or failure
to act in accordance with the to and conditions of this permit. [15ANCAC 02T.0115(2)1
6. The irrigation system shall be connected to a rain or moisture sensor, which shall indicate when effluent
application is not appropriate in accordance with Conditions 111.4. and 111.5, of this permit. r15ANCAC
02T.0605(o)]
7, The compliance boundary is established at the property boundary. Any exceedance of standards at the
compliance boundary shall require action in accordance with 15A NCAC 02L.0 106. [15A NCAC 02L
.0 1 07(i)]
8 . The review boundary is established midway between the compliance, boundary and the effluent disposal
area. Any exceedance of groundwater standards at the review boundary shall require action in
accordance with 15A NCAC 02L k106. [15A NCAC 02L .0108]
9. The Permittee shall apply for a permit modification to establish a new compliance boundary prior to
any sale or transfer of property affecting a compliance boundary, [15ANCAC 02L.CD 107(c)]
WQ0032548 Version I -I Shell Version 151201 Page 2 of 7

FFVIO. The facilities permitted herein shall be constructed according to the following setbacks:
a. The setbacks for irrigation sites permitted under 15A NCAC 02T .0600 shall be as follows (all
distances in feet):
i. Any habitable residence or place of public assembly under separate ownership:
100
ii. Any habitable residence or place of public assembly owned by the Permittee:
15
iii. Any private or public water supply source:
100
iv. Surface waters:
100
v. Groundwater lowering ditches:
100
vi. Surface water diversions:
25
vii, Any well wifli exception of monitoring wells:
too
viii. Any property line:
501
ix, Top of slope of embankments or cuts of two feet or more in vertical height:
15
x. Any water line from a disposal system:
10
xi. Subsurface groundwater lowering drainage systems:
100
xii. Any swimming pool:
100
xiii, Public right of way:
so
xiv. Nitrification field:
20
xv. Any building foundation or basement:
15
Per a setback waiver recorded in the Union County Register of Deeds, setbacks from the wetted
area to any property line has been reduced for the following:
Re Book
Parcel No. Seed Book / Page Setback Easement
0 958101
051E62008 06958/0142 30 feet 20 feet
E
[15A NC AC 02T.0606(a)]
b. The setbacks for storage and treatment units permitted under 15A NCAC 02T .0600 shall be as
follows (all distances in feet):
iAny habitable residence or place of public assembly under separate ownership:
100
ii. Any private or public water supply source:
100
iii. Surface waters:
50
iv. Any well with exception of monitoring wells:
100
v, Any property line:
50
[15A NCAC 02T.0606(b))
WQ0032549 Version 1.1 Shell Version 151201
Page 3 of 7

M. QPERATION AND MANTENANCE RE(
�_)UIREMENTS
•
2. Upon the Water Pollution Control System operators CertifIcation Corrunission's 0
9. The residuals generated from the wastewater treatment facilities shall be disposed or utilized in
accordance with ISA NCAC 02T A lK [15ANCAC 02T.11001.
M Diversion or bypassing of untreated or partially treated wastewater from the treatment facilities is
prohibited. [I 5A NCAC 02T M05(f)]
It. Pump/dosing tanks shall have, audible and visual alanns external to any structure. [15A NCAC 02T
.0605(n)]
WQ0032548 Version 1.1 Shell Version 151201 Page 4 of 7

V12. The Pertnittee is responsible for the operation and maintenance of the entire treatment and disposal
system including, but not limited to, the following items:
a. The septic tank shall be checked annually and pumped out as needed. The septic tank effluent filter
shall be checked and cleaned at the same frequency as the septic tank. [I SA NCAC 18A .1900,
02T.0605]
b. The ultraviolet disinfection unit shall be checked weekly. The lamp(s) and quartz sleeve(s) shall be
cleaned or replaced as needed to ensure proper disinfection. [1 SA NCAC" 02T .0605(1)]'
. The storage, pump, and alarm systems shalt be inspected monthly. The scum Dyer in the pump
tanks shall be removed at the same interval as the septic tank is cleaned out. [15A 1gCAC E2T
.010 (b)(1)]
d, The system shall be inspected monthly to mare certain of the proper operation of the drip lines,
that the system is free of leaks, that the vegetative growth allows a<proper drip patte , that, the soil
is assimilating the disposed treated wastewater with no surface runoff, and that no objectionable
odors are being generated. [ 15A NC C:° EllT .0l08(b)(1)]
IV.
1; Any Division required monitoring (including groundwater, plant tissue, nail and surface water analyses)
necessary to ensure groundwater and surface water protection shall be established, and an acceptable
sampling reporting schedule shall be followed, [15A NCAC; T .010 (c)]
I Noncompliance Notification:
The Pernrittee shall report by telephone to the Mooresville regional Office, ice, telephone number (7 4)
663-1 99, ass n as ssi le but in no case more than 24 hours, or on the next working day following
the occurrence or first knowledge of the occurrence of any of the following:
a. Any process unit failure (e.., mechanical, electrical, etc.,), due to known or unknown reasons,
rendering the facility incapable of adequate wastewater treatment.
b. Any facility failure resulting in a by-pass directly to receiving surface waters.
c. Any time self -monitoring indicates; the facility has gone out of compliance with its permit
limitations.
d. bonding in or runofffrom the irrigation sites.
Any emergency requiring immediate reporting (e.., discharges to surface waters, imminent failure of
a storage structure, etc.) outside normal business hours shall be reported to the Division's Emergency
Response personnel at telephone number (00) 6 2-'795 a, (80) 5 -0368, or 919 7 3-3300. Persons
porting such occurrences by telephone shall also file a written report in letter form within five days
following first knowledge of the occurrence. This report shall oudine the actions taken or proposed o
betaken to ensure the problem does not recur. [ A NCB C 02T .010 (1)]
WQ00325 8 Version 1.1 Shell Version 151201 rage 5 of 7

V. M§UQT-IONS
V1.
L 11 5A NCA(
:QNDITIONS
'15.6C. [G.S. 143-215,6A to 143-215.6C]
aetmit shall become voidable if the permitted facilities are not Constructed in accordanc
trans of this permit, the Division approved plans and specifications, and other s
nentation. [ I 5A NCAC 02T .O I 10]
14.-2MI)
and 02H .0500; and documentation of compliance with Article 21 Part 6 of Chapter 143 of the
al Statutes. ( I 5A NCAC 02T .O I 05(c)(6)]
ti- runtuttec of recora snarl remain tutiy responsible for maintaining
d operating the facilities permitted herein until a permit is issued to the new owner, (15A NCAC
,T .0 1041
re Permittee shall retain a set of Division approved plans and specifications for the I ife of the facilities
rmittedherein. [15ANCACO2T.0108(b)(1)]
.0by the 1050)] V'4 't
WQ0032548 Version 1,1 Shell Version 151201 Pa

8, This permit is subject to revocation or unilateral modification upon;b0 days notice [torn the Division
Director, in whole or part for the requirements listed in 1 A NCAC 02T.0110. [ I A NCAC 02'T . 1101
. Unless the Division Director grants a variance, expansion of the permitted facilities contained herein
shah not be granted if the Permittee, exemplifies any of the criteria in 1 A NCAC 02'T .0120(b). [1 A
NCAC 02'T .0120
10, "The Pennittee shall pay the annual fee within 30 days after being billed by the Division, Failure to pay
the annual fee accordingly shallbe cause for the Division to revoke this permit. [1 A NCAC 02`I"
Permit issued this the 291 day of June 2017
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Jay Zimmerman,P.C., Di for
Division of "Water :Resources
y .Authority of the Environmental Management Co fission
Permit Number WQ0032548
WQ0032548 Version 1.1 Shell Version 151201 Page 7 of 7

V Stag
Department of Environment and
of North Carolina
'atoral Resources
Water Resourm
FORM: SFRWWJ8 O&M W13
owan of W�t*r ltesourmw
Permit No. County:
Ftoperty owner(s) as appearing on the recorded deed:
Mailingaddress:
Facility address:
Irrigation Metfio& C1 SPRAY 911DRP
I We agree to operate and maintain the single-family residence wastewater treatment and irrigation system as follows:
1. The Pennittee is responsible for the operation and maintenance of the entire wastowiie, unent and irrigation
system Including, but not limited to, the following items:
a. The septic tank shall be chocked annually and pumped out as necdo&
b. The septic tank effluent filter all be checked and cleaned annually,
c. Accessible sand filter surfaces shall be raked and leveled every six months and any Vaii, growth sliall be
removed manually,
& 0 The tablet chlorinator shall be checked weekly. Wasteater;grade tablets (calcium hypochlorite) shall be
added as needed to provide per chlorination (pool chlorine tablets shall not be used), OR
tned or replaced as needed to ensure proper disinfection.
ip and alarm systems shall be inspected monthly.
that noojectiomine odors are bcm,erat4
2. < Failure to pay the annual fee shall bee cause for the Division to revoke the permit pursuant to ISA NCAC 02'r
.0105(e)(3).
1 Tho Permittee's failure to properly operate this aysteur is subject to &penalty up tea $25,000 per day.
4. Failure to meet the permit conditions or violation of the States surface water or groundwater regulations may void
the Perm it.
I I We understand the above requirements and agree to these terms as part of the issued pertnit.
Owner Signature: Date:
Owner Signature. Date-
FORIMFRWWIS O&M 08- 1 i s 1 of 1

Schutte, Maria
From: Schutte, Maria
Sent.Friday, May 12, 2017 5:21 PM
To: Wessher, Alice
Cc: 'Bass, John (M) [Corp]'; Pinner, Andrew
Subject: FW. onsite wastewater system, 8528 Waxhaw Creek Road
Attachments: WQ0032548 Ownership Change and O and M Farms-05122017.pdf
Alice,
I met with Mr. Bass yesterday. Noted below are the repairs made by the system contractor. The repairs and my site
visit meet my request for the follow-up inspection, pre permit issuance.
I have attached the Ownership change and O&M forms with the corrections and signatures requested. Mr. Bass has a
copy of the waiver form and will email a copy of the Union County geed documentation as soon as he gets that filed. He
was not anticipating any delays with his neighbor. The waiver will be a reduced setback from 50 feet to 30 feet between
the drip field and the Northern property line.
The MRO is okay with the ownership change and permit issuance upon receipt of the required Union County Deed
documentation.
Sincerely,
Maria
From: Sid Gskins [mailto:sid tx watermanagementncnet]
Sent: Monday, May 08, 2017 1012 AM
To: Bass, John (NSTX) <John.Bas @nuc r.com
Cc. Schutte, Maria cmaria.schutte@ncde r.gov>
Subject: onsite wastewater system, 858 Wahaw Creek Road
Mr. Bass —
Good morning. Please find herein our report of services performed on your wastewater system on Thursday, 54j17.
• We replaced and tested the entire ultraviolet disinfection system, including the electronic driver and bulb
enclosure:
• We provided an extra UV bulb to keep on hand. (left it on the glass table under your house.
• We left the owner's manual inside the gray utility box (which encloses the UV driver) on the post.
• The new UV driver has a`display which counts down days from 365 to 0,,to indicate when the bulb should be
replaced:
• We repaired 1 tubing leak in your drainfield, Zone 1.
• We repaired 2 tubing leaks in your drainfield, Zane 2.
• We tested all 3 zones, after the tubing repairs. All 3 tested to hold pressure.
• We removed the foam insulation backing from the lid of the treatment filter psd. The manufacturer told us it
was not necessary in this climate.
• We cleaned out the drains from both the UV underground enclosure, and the headworks box. Both drains were
restricted from soil, and were holding groundwater.
;t

I will send your invoice in a separate email. Please let me know if you have any questions.
Thanks.
Sid Gaskins
Water Management of North Carolina, LLC
4744 Celia Creek Road
Lenoir, NC 28645
Mobile $28-244-9765
Fax [phone]

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Ad
NON -DISCHARGE PERMIT OWNERSHIP/NAME CHANGE
C;IvIston of Wares Resources FORM: NDPONC 06-16
I. EXISTING P ItMITTEE INFORMATION:
I' Perrmttee's name:
2. Signature authority's name: per 15A NCAC 021 0106 b Title:
3, Permittee's mailing address:
City: State: Zip:
4. Per ittee's contact information: Phone number. _) Email Address;
. Demonstration of historical consideration for permit approval — 15A NCAC 02T .0120
Has the Perittee or any parent, subsidiary or other affiliate exhibited the following?
a. Has been convicted of environmental crimes under Federal law or G.S. 143-215.613? [] Yes or No
b. Has previously abandoned a wastewater treatment facility without properly closing that facility? 0 Yes sir El No
c. Has unpaid civil penalty where all appeals have been abandoned or exhausted? [l Yes or [:] No
d, is non -compliant with an existing non -discharge permit, settlement agreement or order`? El Yes sir El No
e. Has unpaid annual fees in accordance with 15A NCAC 02T .0105(eft2l? Yes or El No
ll. FACILITY INFORMATION:
1, Facility name:
2. Facility's physical address:
City State: Ah, Zip: M73 County.
III. PERMIT INFORMATION:
l . Existing permit number: WQ0032548 and most recent issuance elate: 04104/200
2. Existing penit type: Single -Family Residence Wastewater Irrigation
3. Reason for the permit application: Change of Ownership
4. Has the facility been constructed? N Yes or [ No
I. APPLICANT INFORMATION.
I:, Applicant's name: John R. Bass
2, Signature authority's name: per 15A NCAC 02T,0106 b Title: Owner
3. Applicant's mailing address: 8528 Waxhaw Creek Road
City: Waxhaw State: NC Zip: 28173-
4. Applicant's contact information: Phone number: (704) 2 -7277 Email Address. 'ohn.bass nucor.com
5. Demonstration of historical consideration for permit approval _. 15A NCAC 02T .0120:
Has the Applicant or any parent, subsidiary or other affiliate exhibited the following?
a. Has been convicted of environmental crimes under Federal law or G.S, 14 -215.6 ? [] Yes or 21NO
.: Has previously abandoned a wastewater treatment facility without properly closing that facility? [I Yes or Nei
e. Has unpaid civil penalty where all appeals have been abandoned or exhausted? E] Yes or No
d. Is non -compliant with an existing non -discharge permit, settlement agreement or order? Q Yes or No
e. Has unpaid annual fees in accordance with 15A NCAC 02T 0105 e 2 ? Yes or o
FORM: NDPONC 0 -16 Page I oft

Existing Permittee's Certification per 15A NCAC C1 T.0106 b
1, attest that this application for
(Signature Authority's name & title from Application Item 1:2.)
(facility name from Application Item 11.1.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that prior to r issuance of the permit
into the Applicant's name, any discharge of wastewater from this non -discharge system to surface waters or the land will resent in an
enforcement action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the:
Division of Water Resources should a condition of the existing permit be violated. I also understand that if all required parts of this
application package are not completed and that if all required supporting information and attachments are not included, this application
package will be returned as incomplete. I further certify that the existing Per ittee or any affiliate has not been convicted of an
environmental crime, has not abandoned a wastewater facility without proper closure, does not have an outstanding civil penalty where
all appeals have been exhausted or abandoned, are compliant with any active compliance schedule, and do not have any overdue annual
fees per 15A NCAC 021.0U 05. `
NOTE — 1n accordance with General Statutes 14-215.6A and 143-215.6, any person who knowingly makes any false statement,
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $ 10,000 as well as civil penalties up to $25,000 per violation.
Signature; mate:
Applicant's Certi on per 1A'NCA 0T .1Ci b
I, +�"" attest that this application for
tSignature Authority's name &title from Application Item 1.2,)
(Fa ality name from Application Item 11.1.)'
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that after rissuance of the permit
into the Applicant's name, any discharge of wastewater from this non -discharge system to surface waters or the land will result in a
enforcement action that may include civil penalties, injunctive relief, and/or criminal prosecution, I will make no claim against the;
Division of Water Resources should a condition of this permit be violated.' I also understand that if all required parts of this application
package are not completed and that if all required supporting information and attachments are not included, this application package
will be returned to me as incomplete. I further certify that the Applicant or any affiliate has not been convicted of an environmental
crime; has not abandoned a wastewater facility without proper closure, does not have an outstanding civil penalty where all appeals have
been exhausted or abandoned, are compliant with any active compliance schedule, and do not have any overdue annual fees per 1
NCAC 0T .0105 e
NOT — In accordance with General Statutes 14-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000 as well as c`vil en lties up to $25,000 per violation.
Signature: Date ! t
FORM: NDPONC 06-16 Page 2 oft

f
State of North Carolina
Department of Environment and Natural Resources
'R DW Division of Water Resources
ISA NC AC 02T .06QQ — SINGLE-FAMILY RE.SMrNCE WASTEWATER IRRIGATION SYSTEMS i
(WiRATION AND MAINTENANCE AGREEMENT
Division of W` R n FORM- S IS O&M 08-
Permit No. ` d 7 i County. �"
Property owner(s) as appearing on the recorded deed.
Mailing address: k)
Facility address: E~'
IrrigationMethod: El SPRAY[;3"DRIP
i
I / e agree to operate and maintain the single-family residence wastewater treatment and irrigation system as follows
1. The Permittee is responsible for the operation and maintenance of the entire wastewater `treatment and irrigation
system including, but not limited to, the following items:
a. The septic tank shall be checked annually and pumped out as needed. I
b. The septic tank effluent filter shall be checked and cleaned annually,
c. Accessible sand filter surfaces shall be raked and leveled every six months and any vegetative growth shall be
removed manually, }
d. jl The tablet chlorinator shall be checked weekly. Wastewater grade tablets (calcium h hlorite) shall be
added` as needed to provide proper chlorination (pool chlorine tablets shall not be used), O
The ultraviolet disinfection unit shall be checked weekly. The lamp(s) and quartz sleeve(s) shall be
cleaned or replaced as needed to ensure proper disinfection..
e. All pump and alarm systems shall be inspected monthly,
e irrigation system shall be inspected monthly to ensure that the system is free of leaks, that all irrigation
equipment is operating as designed, that vegetative growth does not interfere with the system inspection or i
operation, that the nail is assimilating the disposed treated wastewater with no visible runoff or ponding, and
that no objectionable odors are being, generated.
. .Failure to pay the annual fee shall be cause for the Division to revoke the permit pursuant to 15A N AC 02T
.0105(e)(3).
3. The Pe itt 's failure to property operate this system is subject to a penalty up to $25,000 per day,
. Failure to meet the permit conditions or violation of the S 's surface water or groundwater regulations may void ;
the permit. i
AD MaIrsam
I i _aKLU gn fte ISgaliv recordedriroggM deed shall sign this Otieration& intenauce rn t
I 1 We understand the above requirements and agree to these terms as part of the issued pe ' "t.
Owner Signature: Date.: 7"h
Owner Signature: Date:
FORM: SFRWWIS O&M 08-13Page 1 of 1

State of North Carolina
,Department of Environmental Quality
Division of eater Resources
. w . _ DWR
. w NONT-I) I GE PERMIT OVVNERSHIP/NAME CHANGE
1XVI on of Water Resoumes FORM: PONC 06-I6
L EXISTING PERMITTEE INFORMATION:
I. P i 's name:-
2. Signature authority's me: per IM NCAC 02T .0106 Tide:'^
3. Pe .0 's mailing address: ?
FOL Was.
City: State: zip:
4. Pe itt 's contact information: Phone number: 7"7 Email Address: `es"Li> e VLtk. tc•.+�..
. Demons "on of historical consideration for permit approval — 15A NCA . 021 .Q120:
Has the Permittee or any parent, subsidiary or other affiliate exhibited the following?
it, Has been convicted of'environmental crimes under Federal law or G, 143-215.6B? 0 Yes or 214o, ;
z,
b. Has previously abandoned a wastewater treatment facility without properly closing that facility? ❑ Yes or D'�Ko
c. Has unpaid civil penalty where all appeals have been abandoned or exhausted? Q Yes or o
d. Is non -compliant with an existing non -discharge permit, settlement agreement or order? © Yes or o
e. Has unpaid ammal fees in accordance with I NCAC 02T .0:105(ek`2a? Yes or o
H. FACILITY INFORMATION:
I. Facility name.
1 Facility's physical address: S
City.State: ;dip: °i - County:
i1Li PERMIT INFORMATION:
1. Existing permit number: most recent issuance date: j
2. Existing permit type: Select
3. Reason for the permit application: Select
4. Has the facility been constructed? es or [l No ,
IVAPPLICANT INFORMATION:
I . Applicant's name:
2. Signature authority's name: per 15A NAC 02T ,0106(b) Title:
3, Applicant's mailing address:
City: State: dip
4. Applicant's contact information: Phone number: Email Address:
5. Demonstration of historical consideration for permit approval -- I5A NC .0 0 T ._0 0
Has the Applicant or any parent, subsidiary or other affiliate exhibited the following?
a. Has, been convicted of environmental crimes under Federal law or Cx. s, I4'3-2 faB? C1 Yes or 0 No
b< Has previously abandoned a wastewater treatment facility without properly chasing that facility? C3 Yes or Q No
c. Has unpaid civil penalty where all appeals have been abandoned or exhausted? [] Yes or [3 No
d. Is non -compliant with an existing non -discharge permit, settlement agreement or order? Yes or [] No
e. Has unpaid annual fees in accordance with 15A NCAC 02T .{}105(el('21? [] Yes or [I No
FORM: ONC 06-16 Page I of 2

attest that this application for
Item 1.2.)
4**
A*
erstand that prior to reissuance ofthe permit
surface waters or the land will result *in an
secution. I will make no claim against the
understand that if all required parts of this
tutchinerits are not included, this application
any affitiate has not been convicted of an
not have an outstanding civil penalty where
and do not have any overdue annual
representation, or certification in any application package shall be guilty of a Class 2 misdemean", which may include a fine not to
exceed $10,000 as well as civil
i to $25,000 per violation.
Signature: Date: 7--
Applicartfs Certification per NCAC L2T_&IQk(W:
attest that this application for
(Signature Authority's name r title from Application Item IV.2)
(Facility name from Application Item 11. L)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that after reissuance of the permit
into the Applicarn's name, any discharge of wastewater from this non -discharge system to surface waters or the land will result in an
enforcement action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the
Division of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application
package are not completed and that if all required supporting information and attachments are not included, this application package
will' be returned to me as incomplete. I firther certify that the Applicant or any affiliate has not been convicted of an environmental
crime, has not abandoned a wastewater facility without proper closure, does not have an outstanding civil penalty where all appeals have
been exhausted or abandoned, are compliant with any active compliance schedule, and do not have any overdue annual fees per 1 —A
NtAC 02T.OIe).
NOTE - In accordance vdth General Statutes L4L-215 6A and 14I_Zt 5 6& any person who knowingly makes any false statement
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: - - - Date:
FORM: NI PONC 06-16 Page 2 of 2

Permit No. WQ00 254S
April 4, 2008
ENGINEER'S CERTIFICATION
Partial Final
as a duly registered Professional Engineer in the State of
North Carolina, having been auto ' ed to observe (periodically, weekly, full nine) the construction of the
project,
F 4 &ArIO xr 'A �CAVWW0 '0 N1O'V
Project haze Location and County
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial
compliance d i nt of this permit, the approved plans and specifications, and either supporting materials.
Pr
Signature Registration No,
,O;Date
CARO
SEAS
1a7
ra��

Schutte, Maria
From. Schuh,, ".1ana
Sent.Thursday, April 27, 2017 11:59 Al l
To. Wessner, Alice
Cc. Pitner, Andrew
Subject: WQ0032548 Waxhaw Creek Rd. SFR - Staff Report
Attachments: WQ0032548 8528 Waxhaw Creek Rd SFR Insp Rpt - Feb 2017-02212017.pdf,
WQ0032548 Waxhaw Creek Rd SFR WQROSNDARR-Ci 192017.pdf
Alice,,
l would like this email to serve as the staff report for the referenced permit. This existing SFR has changed ownership. l
am attaching a copy of the last inspection report for your information. l have been in communication with Mr. Bass to
schedule a follow-up inspection. Mrs. Sydna Bass is also noted on the deed so would need to .sign the O&M
agreement. l can have her sign the copy you sent me during the follow-up inspection if you wish. l am okay with
issuance of the permit upon receipt of her signature, confirmation that repairs noted in the inspection report have been
addressed and additional information CO deems necessary.
Thank You!
Mari
Maria Schutte
Environmental Specialist
Water Quality Regional Operations Section
Division of Water Resources
North Carolina Department of Environmental Quality
704 553 1699 office
704 235 2184 direct
Mada,§ghLLttejgLn r enLgov
610 East Center Avenue
Suite 301
Mooresville, NC 28115
fc. ­'� ��'^Nothinq Ccimpares_-__
Email w,Cgrrespot?ds,..ay.lce ter} and from, this :x Ir' x s i � a a ^r f � B .ass _.
..4 &.a #„�. opus ..�+ �d...�'„�, � .,.. . its �..
. o,rt'� �..v�r�.:,rina ,P ll,d'`.i�,.„, I'R,xe.��.�nds ...,t k..�.n,x °i,..�;+'_ t�. ,tfi `...li:,`��`s,� i�'. r`+,ta..i ¢,.� .intf�;�....

WATER QUALITY
3;5rr.tie NON -DISCHARGE APPI
State of North Carolina
tepartment of Environmental Quality
Division of Water Resources
i'GIONAL OPERATIONS SECTION
ATION REVIEW REQUEST FORM
Division of Water Resources
April , 2017 P5CEIVEDINCDENRIDWR
APR() 2017
To: ��
WOROS
From: Alice Wessner, Water Quality Permuting Section - Non -Discharge Permitting Unit MOORESVILLE REGIONAL OFFICE
Permit Number: WQ0032548 Permit Type: Single -Family Residence Wastewater Irrigation
Applicant: John R. &. Sydna Bass Project Type: Change of Ownership
Owner Type: Individual Owner in RIMS? No
Facility Name: 8528 Wa haw Creek. Rd. SFR Facility in DIMS? Yes
Signature Authority: John R. Bass Title: Owner
Address: 8528 Wa haw Creek Road, Waxha , North Carolina 28173 County: Union
Fee Category: Single -Family Residence Wastewater Irrigiaton Fee Amount: $0
Comments/Other Information:'
.Attached, you will find all information submitted in support of the above -referenced application for your review,
comment, and/or action. Within-45 calendar days, please take the following actions:
Return this form completed. E Return a completed staff report.
0 Attach an Attachment B for Certification. Q Issue an Attachment B Certification,
When you receive this request form, please write your name and dates in the spaces below, make a copy of this sheet, and
return it to the appropriate Central Office Water Quality Permitting Section contact person listed above.
RO-WQROS Reviewer: "Af Date: � r�
FORM: WQRO ND RR 09-15 Page I of I

ROY COOPER
Governor
MICHAEL S. REGAN
Alater° Resources . JAY ZIMMERMAN
£ l'3'JR€S0#"3P'ILN P AL QLdALO F'.. Director
April 4, 2017
Jot4N R. BASS
8528 WA HAW CREEK ROAD
WA HAW, NORTH CAROLINA 28173
Subject; Acknowledgement of
Application No. WQ0032548
8528 Waxhaw Creek Rd. SR
Single -Family Residence
Wastewater Irrigation System
Union County
Dear Mr. fuss:
The Water Quality Permitting Section acknowledges receipt of your permit application and
supporting documentation received on April 3, 2017. Your application: package has been assigned the
number listed above, and the primary reviewer is Alice Wessner,
Central and Mooresville Regional Office staff will perform a detailed review of the provided
application, and may contact you with a request for additional information. To ensure maximum efficiency
in processing pertnit applications, the Division of Water Resources requests your assistance in providing a
timely and complete response to any additional information requests.
Please note that processing standard review permit applications may take as long as 60 to 90 days
after receipt of a complete application. If you have any questions, please contact
Alice Wessner at 919) 07-6425 or alice.wessnerigncdenr. ov.
Sincerely; F°
Nathaniel D. Thornburg, Supervisor
Division of Water Resources
Compares'--
"7 othinq �Mompares'- ,.,.ti

March 29 2017
Mr. Kipp Glazier
i t1
L.AU Permitting Staff
1617 Mail Service Staff �
Raleigh, NC 27699-1617
unit
Dear Mr. glazier:
Re: Existing Permit Number l+Q0032548-Single Family Resident
8528 Waxhaw Creep Road`
Waxh, NC 28173
We purchased the home noted at the above address during August 2015. We were contacted by Maria
Schotte of NC Water Resources about the permitted wastewater irrigation system being due for an;
inspection'. The inspection was conducted earlier this year.
Please find the enclosed completed documents provided by Maria Schutte, Environmental Specialist, for
me to fill out and return:
• Non -Discharge Permit Ownership/Name Change i
• Single -Family Residence Wastewater Irrigation Systems Operation and Maintenance Agreement
if I can be of further help and/or assistance, please do not hesitate contacting me.
Thanks,
John
Jahn Bass
8528 Waxhaw Creek Road
Wahw, SIC 28173
Joh .bass n icor.com
979-220-6517 cell
704=243-7 77 home
CC: Maria 5chutte

St
Department of Ej
Div sio
NON -DISCHARGE, PERMIT QWNEI
I viviseon or wamr Resources FORM: NDPONC 0 -1t
1. EXISTING PERMITTEE INFORMATION:
I. Pe' ittee's name:
ru,
Signature authority's name: per 15A NAC 02T .C110fb1 Title:
. e ittee's mailing address:
City: State Zip.
Am-
4 Pe' ittee's contact information: Phone number; t Email Address. `, pt, ..
5. Demonstration of historical consideration for permit approval --15A NCAC 02T .0120:
Has the Per ittee or any parent, subsidiary or other affiliate exhibited the following?
a. Has been convicted of environmental crimes under federal law or G.S. 143-215.613? [l Yes or o
b. Has previously abandoned a'wastewater treatment facility without properly closing that facility? El Yes or o
c. " Has unpaid civil penalty where all appeals have been abandoned or exhausted? D Yes or o
d. Is non -compliant with an existing non -discharge permit, it, settlement agreement or order? Yes or o
e. Has unpaid annual fees in accordance with 15A NCAC 0 T 0105te1f2j? Yes or CjWb
II. FACILITY INFORMATION:
1. facility name.TAR
a
2. facility's physical address: y
t. any
City: QpxMate: zip: b County:
III. PERMIT INFORMATION:;wt ;
. Existing permit number: WQ90DIId most recent issuance elate:
2. Existing permit type: Select
. Reason for the permit application: Select
. Has the facility been constructed? es or F-1 No
I. APPLICANT INFORMATION;
1, Applicant'sname.
2. Signature authority's name: per 15A CAC 021" :0 i 061 Title:
Applicant's mailing address:
City: State: Zip:
4. Applicant's contact information: Phone number: } _ - Email Address.
5. Demonstration of historical consideration for permit approval - 15A NCAC 02T .0120.
Has the Applicant or any parent, subsidiary or other affiliate exhibited the following?
a. Has been convicted of environmental crimes under Federal law or C.S. 1 3-215.6P? El Yes or ;No
Has previously abandoned a wastewater treatment facility without properly closing that facility? 11 Yes or El No
c. Has unpaid civil penalty where all appeals have been abandoned or exhausted? Ej Yes or Ej No
d. Is non -compliant with an existing non -discharge permit, settlement agreement or order? Yes or E] No
e. Has unpaid annual fees in accordance with 15A NCAC 02T 105 e ? El Yes or 0 No
FCC NDPONC 0 -16 Page: I oft

Free's Certification per
attest that this application for
(Signature Authority's name & title from Application Item 1.2)
(Facility name from Application ltem ill)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that prior to reissuance of the permit
into the Applicant's name, any discharge of wastewater from this non -discharge system to surface waters or the land will result in an
enforcement action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the
Division of Water Resources should a condition of the existing permit be violated. I also understand that if all required parts of this
application package are not completed and that if all required supporting information and attachments are not included, this application
package will be returned as incomplete. I further certify that the existing Pe' ittee or any affiliate has not been convicted of an
environmental crime, has not abandoned a wastewater facility without proper closure, does not have an outstanding civil penalty where
all appeals have been exhausted or abandoned, are compliant with any active compliance schedule, and do not have any overdue annual
fees per I5A NCAt 02T .OI OSiel.
NOTE — In accordance with General Statutes 143-215.6A and 143-215,6B, any person who knowingly makes any false statement,
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: Date:
Applicant's Certification per 15 NCA 2T mt�Ill6fb)»
I' attest that this application for.
(Signa ' e Authority's name title from Application Item IV.2,}
(Facility name from Application Item II.1.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that after r issuance of the permit
into the Applicant's name, any discharge of wastewater from this non -discharge system to surface waters or the land will result in
an
enforcement action that may include civil penalties, injunctive relief,and/or criminal prosecution. I will make no claim against the
Division of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application
package are not completed and that if all required supporting information and attachments are not included, this application package
will be returned to me as incomplete. I further certify that the Applicant or any affiliate has not been convicted of an environmental
crime; has not abandoned a wastewater facility without proper closure, does not have an outstanding civil penalty where all appeals have;
been exhausted or abandoned, are compliant with any active compliance schedule, and do not have any overdue annual fees per 15A
NCA 0' .OI05 "e
NOTE — In accordance with General Statutes 14-2I5.6A and 1-215.nB, any person who knowingly makes any false statement,
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: Date:
FORM: NDPf NC 06-1 6 Page 2 of 2

State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
IRr
15A NCAC 02T.0600 — SINGLE-FAMILY RESIDENCE WASTEWATER IIGATION SYSTEMS RRWR OPERATION AND MAINTENANCE AGREEMENT
Dh4slon of Water Resources FORM: SFRWWIS O&M 08-13
Permit No. 0oA County:
Property owner(s) as appearing on the recorded deed:
Mailing address:
Facility address:
Irrigation Method: [] SPRAY Ea"DRIP
I We agree to operate and maintain the single-family residence wastewater treatment and irrigation system as follows:
1. 'The Pe tee is responsible for the operation and maintenance of the entire wastewater treatment and irrigation
system including, but not limited to, the following items:
a. The septic tank shall be checked annually and pumped out as needed.
b. The septic tank effluent filter shall be checked and cleaned annually.
c. Accessible sand filter surfaces shall be raked and leveled every six months and any vegetative growth shall be
removed manually.
d, [] The tablet chlorinator shall be checked weekly. Wastewater grade tablets (calcium hypochlorite) shall be
added as needed to provide proper chlorination (pool chlorine tablets shall not be used), OR
ZThe ultraviolet disinfection unit shall be checked weekly. The lamp(s) and quartz sleeve(s) shall be
cleaned or replaced as needed to ensure proper disinfection,
e. All pump and alarm systems shall be inspected monthly.
f, The irrigation system shall be inspected monthly to ensure that the system is free of leaks, that all irrigation
equipment is operating as designed, that vegetative growth does not interfere with the system inspection or
operation, that the soil is assimilating the disposed treated wastewater with no visible runoff or ponding, and
that no objectionable odors are being generated.
2. Failure to pay the annual fee shall be cause for the Division to revoke the permit pursuant to 15A NCAC 02T
.0 1 05(e)(3).
3. The Perm ittee's failure to properly operate this system is subject to a penalty up to $25,000 per day.
4. Failure to meet the permit conditions or violation of the State's surface water or groundwater regulations may void
the permit.
All owners attoear satin on the lely � record !tga!!1xgMrdLd,vropertv deed shall sign this Operation & Mainten
Ap-reement
I / We understand the above requirements and agree to these terms as part of the issued permit.
Owner Signature: Date: 0 124
Owner Signature: Date:
FORM: SFRWWIS O&M 08-13 Page I of I

ONSITEWAS ►' "E SYSTEM OPERATION P l►
yste bate: �
SEPTIC TANK;, TREATMENT TANK/FILTER-
..„ Inches sc
. .. Inches
ches sludge. nches sludge:
heck water level"
Ch water level.
` GI/ le effluent filter.�''`C floats, test al ,
SCUM LAYER 0"'Landscalie sloped away from risers? od dose pressure:
a' = ' heck signs of rain infiltration, � `Color of medium:
9"'Record any abnormalities: lny smell (nedi • .
LUtE LAYER
�r` C on itiediln`?;
n
%=d bno alines:
P P Te orany abnormalities:
aches scum:
Inches sludge:
4heck water level.
le filters.
V"'Landscape sloped away from risers?
0""Check signs of rain infiltration.
rtr"Check floats, level detection devices.
Test alarm.
o
4elHOBO if licable
I ZONE2 PUMP PEAR. ALARM
3 CLES
INUT
U I I L: Z70NISI ZONV NOTES:
Gallons (meter).. K use
Observe cover/vegetation. l" '
Set system back to AUTOMATIC.
;/Record any abnormalities:
Technician:=44,�z 4.6" '-4

ONSITE " STf WATER SYSTEM OPERATION REPOT
System: M bate: V X t
SEPTIC TANK- TREATMENT TANK/FILTER:
LTFR:
... ... 4
F: ch s scum: Inches scum:
®I riches i rI ee l
clean
heck ter level. Check floats, s litter valve.
effluent filter. &`Clean pump vault filter.
SCUM LAYER Landscape sloped away from risers"? VFlush pod grid, pod bottom
MI/Check suns of rain nfil tion. Da"`Pod grid. squirt height:
_._ m/Record any abnormalities: Vdolor of meth
sty y smell (medium)?:
-< o on medium?.
.x Record any abnormalities:
PUMP NKi Record any abnormalities:
Ya"_ Vaches scum:
2ches sludge:
iclheck water level.
C le filters.
dsc' sloped away from risers?
Vheck signs of rain infiltration.
check floats, level detection devices.
} xi HOBO # (if applicable).
V
.a
1 ZONE2 PUMP PEAK ALARM
DRAINFIELD: � NE2 NOTES.
t gall eter: 7ZONFI
't ''" Observe cover/vegetation.
et system back to AUTOMATIC.
:�Iecord
abnormalities:
Technician:

CINSITE "WASTEWATER SYSTEM OPERATION REPORT
System:
Charles/Beverlv McLamb.8528 Waxhaw Creek Road Wahaw C Date. 11A116
SEPTIC TANK: TREATMENT TANK/FILTER:
Inches sc ° ches scum:
Inches sludge. I ces sludge:.__.
' Check water level. heck floats, sputter valve.
..a/ Clean effluent filter. Clean p vault filter,
SCUM LAYERR. ., E� dscape sloped away from risers? . lush id, pact bottom.
heck signs of rain infiltration. Pod grid squirt heigh : ` ` 1
Record any abnormalities: Color of medium;
SLUDGELA smell (medium)?:
Growth on medium?:-
y,• _ *s Check/Cle LTV bulb.
Record any abnormalities:
PUMPTANKrd any abno alines:
i ITlcllf'scum
1 1 ches sludge:
ec water level.
;. Cle vortex Ater.
dscpe sloped away from risers?
:h k signsof in infiltration.
� CCheck floats, level detection devices.
:.ZONEI ZONF2 ZONE3
CLES 563J'C f
U I IELD: zo F NF NOTES:
Wo'Manual (gpm)F 1 3 = 1� 1g i PINHOLE R ICU NG 3
e Ions (meter): `? � c � ill S 11 `i, 3
Observe ver/vegetation c usn nP T 7 13,51 13 ,
t system back to AUTOMATIC.
I Record any abnormalities:
C
Technician:

ON11
III WIN 10i", I w
_aArxi
ko
it
701
IN 11 11 11
fit
ILL andscape sloped away from risers?
OPtheck sips of rain infiltration.
a?*'Check floats, level detection devices.
Force panel call (push silence button
15 times)
ZONE1 ZON1h2 ZONE 3
63R kaq_
DRAINFIELD: zoNu zoNt zoNE NOTES}
Gallons
{meter): qS, 1,7o
9' Observe coverYvegetation. k?. 7 13, 0
N et system back to AUTOMATIC.
akReccard any abnormalities:
0
Tecbnician

:
e s
ggA
8A f A
3
i
qia
Y�
•a+. ® Q M Y t.
n
g
yISO
No=
g
cover7ve on.
systom back to AUTOMATIC.
Technician:

188406
sw uses a amass
RBI■ ■11 on ■m moss
n ■oil ■ as Its
if ■ ■ a
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'
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RW Mandimmw RepW
Water
ter Management
Semiannual Inspection
[phone]
cawopnd
Charles & Beverly McLamb
j
sns
8528 Waxhaw Creek Rd. xhaw NC 28173
Ax ' rU to #
Pod #
M Vul. #
Dals of Lot lospoctim
1210 9
407570
RTU115 8
07/07 011
Retrieve Info
Measure SludgetScurn
bailyflow-/63 .
d
rn
Rocirc ratio
t at Compartment Currerdq Previous
Current Provioua
' f
2nd Compartment Current Previous
current Previous
r
InspeaUClean AdvanTox Filter
Inspect Clean
odor o 0 Pungent
Lat worth EltIr
Perform Field Sampling/Observations Sampling/Observations
r
a t; # rmal 0 Excessive
Pod'Bottom 0
NTU (16 x p (6-9) DO (2-6)
Bridgin ing: Ivor D Excessive
kftko Vow� Cl
Inspect/Clean Discharge Pump System
Odor of Sampte . El Li
I
Rt rltid
Inspect Clean
musty y Moldy
Sell Sox
Pump
Pion- ical [I u Cabbage [ y
Ogy fftrn in [ ] Y o
Float rr� rds
Foant In tank Y (?'No
In ti r System Components
Inspect Clean`
Inspect Clean
Check Control Panel
Disinfection equipment Q
I Laterals/Ortrices 0 Cl
Recirc Amps Otscharge Amps
Observations
Additional Services Rendered
C3 CI le shoots?
Q Replaced items?
Audible and visual alarms IC
M rother ?
OW tone try only) Y [ No
Parts Used: W = WwrantI6 S = Billable (./ appropriate fiction)
InspeottClean Pump System
a item Number lti on
Irutpoct Clean
RIwAJd .........
spy sox .................... �
Float Corals ............ , . ..... 2
Floats , , .. ..
Fine fety Inspection
Gump , ... ... ....
arRSIV reinstalled
idsbolted on
Slotubes Filter..............
CeMIreconnected, flush valves closedI
panel reactivated
, ..
siotube Pump Vault ..........
Surrnry/Recommendationla
Recirculating Splitfer V ....... E
System performing; no further needed
OTank needs pumping
call for service
Other?
ntrnents
Qi
kli9nature
Lists
Fax completed form to 1-"6- 46-7404

UNSITE 'WASTEWATER SYSTEM OPERATION REPORT
5-13
System C ` le evert cL b 8:8 W aw'Creek Road W w C
Date:
SEPTIC TANK.:
TREATMENT ILTEIi.:
=* mm
i inches sc �
ar'Inches sludge:
inches sc
Inches sludge.
Vheck water level.
Check floats, sputter valve.
Clean effluent filter.
Q,'Clean pump vault filter.
,,,
SCUM LYER
_
Landscape sloped away from risers?
Plush pod grid, pod bottom.
Check, signs of rain infiltration.
od grid squirt height:
Ca'��`i2 or y abnormalities:
[a' Color of medium:—Co.MY
SLUDGE LAYER
u,"Any smell ( ed )?.
x! }+
2"Growth on meth G>b
0-'Check/Cleanbulb+
ecirculanon pump amps:
+
? a.: i "` :. 'x x+(e +*se a' ra is •xr +r
a.*. .x ..+ ++awr .v. ♦+`L"+ ne v+., r,n .. v+r . .. *-
PUMP NI :
2* **Re+ ord any abnormalities:
Finches sc
inchessludge:
ar"Check water level.
M"" Clean vortex filter.
.rar'Landscape
sloped away from risers?
,+ .w
Check signs of rain infiltration.
'w"'Check floats, level detection devices:
Disc ge pump amps:
P"Force 'panel call (push silence button
15 times)
ZONEI ZONE2 ZONE 3
.. a».. vv + .. .a :..r. • .w e. .. x •.'
4FVUG y5n if 4it
DRAINF ILD:op�ft�6 ZOE ZONE ZONE
t
i
NOTES:
LAW V6_�,
M (pm):
t LEP t lc
tit
er Gallons (meter):
7USH
C?b erve ver/ vegetation. GPM
et system back: to AUTOMATIC.
ne'Record any abnormalities:
Technician:

195034
Mr w Basis 19 goals
son a a a an a all a
on a a an
a an a an a a E
on an a 5
a man a a a an a
j4hmnTex! FlIdd Mall"to"w" Rellowt
Water
Management
Semiannual Inspection
[phone]
o"wor
Charlw & Bevedy McLamb
t)id (,--)a5K
Y15
contact Ph"
8628 Wexhow Creek Rd., Waxhaw NC 28173
XXX-XXX-XXXX
AXUOID# to#
Pod# ATU WUL #
Dow Of Lad 10"Poction
L��21 �039.'
4Q 0 RTIJ115582
11/02/2011
Ristr1ei" O&M lnf a
Measure Sludge/Scum
Daffy ftow-,
Studge
sewn
Rocirc ratio
i st compartrrimt cum'd/o Prolflous
11
curn"'d Previous
Tkrier sedings:
- -- —"-- -
2nd ConvaIruytent cun"t rovioul;
tua: ;P
—
cuffento Previous
Inspoctil'O"n AdvanTex Fitter
inspect clean
Odor GXOMW c3pww*
Laterawomices, 0 P"
Perform Field SamptirWObsomtkins
Blorner 2" C31!xoosaive
Pod Bottom E3 2'
NTU 06 * NTUs) PH (6-9) DO (2-6)
WidginlyVondfrV: gi�dnw%llrwor 0 Excessive
intake Vant
Inlem Discharge Pump System
Odor of Semple,
Inspect
PJaedUd 911�
inspect Clean
Floaft 0 R�
Typical 0 Musty C3 Earthy C3 Moldy
Splice Box FRr
PUMP 0 [91�
Non-lypkaf OWflda OCabbap 00s"y
Float QK
011y Vm In PVU 0 Yes (ANO
cards
Foam In tar* COY
InspectirSeMae Other System Components
Check Control Panel
Inspect aw Inspect Clean
Disinfection Equipawont DisponsittLateraWOMicee 0 C3
RecircAmps 011scharvaAmps
Observations
Additional SOMIC" Rendered
Audible 01(
0 Cleaned textile sheets?
0 Replaced UV Iterns?
and visual alarnis
Dial tons " ONo
0 ReplacedfUsed other tterns?
ftelsmetry only)
Parts U00d: W = Warranty, 8 = Billable (vi/appropriate selection)
Ins pectICleart Pump System
w a ftern Number D"CrIp"M
Inspect Clean
PJsorAld ............... ---
Splice Box ........ ......... -
Float Oords.... ............. -
FlOsts ........ ............ L
Final 0 I nspection
TV =e(noWed
PUMP.- ... ...... --- .... 0
E�
botted on
Blotubee Fitter ............ - — 0 �
04�11%w-Wbld reconnected; flush valves closed
E46" panal reactivated
statube Pump vault . — . ...... 0 ER
sum Mecommendations
=Sydorn
Recircutsiting softw valve ..... D G?-*�
perfornwim no further action needed
0 Tank needs pumping
Call tor mvice
00ther?
Comments
Sig nature",---- eg or,
'5-13
N?
U
Fax compleved form to 11-"G-384-7404

f NSITE WASTEWATER SYSTEM OPERATION REPORT
System: : Charles/BeverIv McLamb.
8528 Waxbaw Creek Road haw. N
Date. II l
SEPTIC TANS:
T ATMEI' T TAN J1LI r
Inches scu
Inches sc
Inches sludge:
I"Inche sludge:
' '%
Ch k water level.
ID/Clean effluent filter;
W Check floats, sputter valve,
eClean pump vault Ater.
SCUM LAY
Landscape sloped away from risers?
Flush pod grid, pod bottom
e Check signs of rain infiltration.
V Pod grid squirt height:
i °XRceord any abnormalities:
i C for of me 14
'?:�
Lt LAYER
Any smell med
W"Growth on meth « ; r
4
f''Ch k/Cle UV bulb.
C Rec rculation pumpamps:
} ... x««, .w w. .+. e., a. nw
sH• ..",..t w .fix
P" P TANI ,
4104Record any abnormalities:
Inches scum:
.:
a?" Inches sludge:
Check water level.
heck vortex filter. Ci�_
Ca Landscape sloped away from risers`?
:"'Qheck signs of rain infiltration.
Check floats; level detection devices.
UK Discharge pumpamps: 67,
Force panel call (push silence button
15 times)
ONEI gar
c�NE
{{�#
Lf
,
"a ... ..
y yx�
NUTES
Pl► INI:IEL *-
zoNiE
zoNuti NOTES:
Manual m):
112 3 111- * rfD TV81NG 51
I Gallons (meter).
q,1
TUSHCom,
9,9,3C
'`Qbse e cover/vegetation.
�
� t .�
"' et system back t AUTOMATIC.
All lids securer
Technician:

206262
all noun M
■■ • ■■• an a ■ mango ...
.. • ■ ■ an man
■ ■ ■ ■ If '■ a MI as a
■M on mass
■nil ■*vanTeje ` ■■11■III• �
Fidd Ma Repod
Water Management
Semiannual Inspection
[phone]
�06kolnl
Charles & Beverly M Larrlb
t
Site add
8528 Waxhaw Creek Rd Waxhaw NC 2617
X -X - C
AX IA# County 6b"#
PW #
M MI. Date of Lw Inspealon
-1210 9
1407570
IRTU11 06/12/2012
Retrieve O&M lnf
Measure Sludge/Scum
Deity flow
Sludge um
fie irc P
1at Compartment Cu nt Previous Cu Previous
Timor settings:
2nd Compartment Current Previous Current Previous
InspecUClean AdvanTex Filter
Inspect clean
Odor, OKNf ❑ Pungent Latemistonflom ❑
Perform Field Sampling/Observations,B
NTU (15 NTUs)
t: No al ❑ Excessive ve ttom ❑
t
pH (6.9) (2-6)
Bridgi onding: 1p<onolminor ❑ Excessive, Intake Vent (❑
lnsp Clean Discharge Pump System
or of
inspectins Clean
Floats 5?1� El
ram
,Mu ❑y ❑ M
I?
Typical oldy
rLid I
Non -typical ❑ Su e ❑ ❑
Slutsex Pump
mp ❑
Float
0lIy film In Dyes No
cords
Foam in tank ❑ Yes No
Inspect/Servioe, Other System Components
Check Control reel
Inspect Clean Inspect Clean
Disinfection Equipment Dispersal Latsalstonfloe. ❑ ❑
Reciro Amps
Discharge Amps
//
Observations
tc
r
Additional rvl Rendered
Audible C
D Clashed textile sheets? El Replaced UV items?
and visual storms
El Replaced/Usedother ' `?
Dial tone :(telemetry only} (� No
Parts Used: W = Warranty; 8. Billable (✓ appropriate ion)
Ins Clean Pump System
w B Item Number Description
Inspect l n
Ri /Ud .....................
Splice Box ..... . ....... ...... ti
jj -1
Float ..................
1
r .... .... ❑
Pump .... , . » , .. , ❑
Fina f ty Inspection
rein Lids bolted on
Blotubes hiller . . .. . ... . ........ ❑
d on ed; fl valves c ed ntrol panel reactivated
iotubs Pump Vault ....... ❑�
WR mmen do
r
Recirculating Sputter Valve ....... ❑
mperforming-, no further action needed Tank needs pumping
❑Call for service ❑Other?
Comments
Signature00DatesiTt
j,_..„ .._
Fax aompleted form to 1- 1-384-7404

-im "
ONSITE WASTEWATER SYSTEM OPERATION REPORT
System: Charles/BeverlyCharles/Beverly McLamb,
8528 Waxhaw Creek Road Waxhaw. NC
mate.
SEPTIC TANK:
T ATiVIENT TANK/FILTER:
W Inch scum:
tip'' Inches scum:
03" Inches sludge:
Inches sludge:_
,. SAL— Wr
{ #" *2"Clean
=r
Check water level.
effluent filter.
Check floats sputter valve.
Clean pwnp vault filter.;
x.SCUM LAYER
_
ar Landscape sloped away from risers?
lush pod grid, pod bottom.
==
:.M,,Check
signs of rain.. infiltration.
Pod grid squirt height:
ar"Color of medium: DARK ftkmi
SLUDGE LAYER, .'
k1 oV ddt.6 1 ,
ysell (medirn?t
&Growth on mediu ?: `
S?""Cheek/Clean UV bulb.
ecrculation pump ps.
wee
♦+a:»r •r, x•.+. xw +.0 A,e +v.w...e::xe •tr n.:n ., v=r4vd
PUMP TANK:
v"y
t Inches scum:
.w w. •c,*rw x.8 P• + + e. r .}v ..w ..4
x . ..._.,...
•_
Inches sludge::
t1a Check water level.
i
CM""hek vortex filter.
t� andscape sloped away from risers?
�jcheck
signs of rain infiltration.
Check floats, level detection devices.
{
ischarge pumpamps:
force panel call (push silence button
15 times)
ZQNE1 ZONE2 ZONE 3
M
LE4 V J v i
DRAINFIELD-
ZONE ZONE ZONE
NOTES:
Manual (gpm):
'
2
HMDW90 6Q< POLL OF W92W, 145TPLLSP DAYL16hr
dit' Gallons (meter):
c
VObservc cover/vegetation.
L�� P
FAIL
"�F14V MK R15 fAILED.
:��et system back to .AUTOMATIC.
All ;lids secure.
Technician:

17 212
wo 111111 a an a 11
•11■ ■ • +among ■ 11 loillooll Now
gas as ■ ill as 811■■ ■ 4 • ■ • teat
No M Sam as man a■11111111
11111111 ■ ■ an • l VM
*JvanTex! Field 1111aintenswe Relml
Water Management
Semiannual inspection
8 ) 7 9-2721
Property r king
Charles & Beverly McLa b
Site ,
G
8528 Wa haw Greek Fed., Waxhaw NC, 2817 -X - XX
Ax Site to #
County to
Pod
#Alt. # Gate of Inspection
•121039
407570
RTU115582 01I1712013
Retrieve ©&M Info
MeasureSludge tam
gaily flaw
Sludge Scum
Ftecirc ratio
i at Compartment
Current Previous Cu t
Previous
7irner tongs;
2nd Comp nt
Cu t, Previous Current
Previous
Ins t(Clean AdvanTex Fitter
Inspect Clean
or 0 Pungent LateraWOritices 0 IV
Perform Field Sampling/Observations
Blo ormai 0 Excessive Pod Bottom El
NTU (16 s Us)
pH (6-9) oQ (2-6)
Sridgin onding; <onstmjnor EJ Excessive intake Vent
Inspect/Clean Discharge Pump Systean
Odor Of Sample
Inspect Inspect Clean
Ai /Ud Floats E
Typical Musty (:] Earthy DMokly
Non -typical [:]sulfide ElCabbage D Decay
Splice Box Pump El
Oily film in PVU [Dyes o
Float cards
Foam In tank Cj Yes o
In a rvice Other System Components
b InspectClean Inspect Clem
Check Control oI Fettle!
Disinfection Equipment Dispersal Laterals/Ortlices [ ❑
Ifecirc Amps
Discharge Amps
�e nra$ions
51
w„
Additional Services Rendered
[l cleaned textile sheets? Weplaced UV Items?
Audible and visual al it
0 Replacedltlsed other items?
Dial tone (telemetry only) IiAes L] No
Pa Used: w Warranty, B = Billable It appropriate
Ito Clean Pump System
w a Rom Number Description-
Inspeot Clean
Ft' ril.id .. —. .... . ..:.:.... .
Splice Box... . « .... . IRI
Float Cords . . . . . . ............ . 21
Floats. . [fir E!
Final efety Inspection
Pump— » ....... . . ... 0 It:,*,*RSV
reinstalled ads bolted on
Biotubee Filter .................. 1:1
anifoid reconnected; flush valves closed ntrol panel reactivated
aiotube Pump Vault ....... ....
Sum ry/R omm ations
Recirculating Splitter V e.. « . » ..
ystem performing; no further action needed 'Tank needs pumping
Call for service [Other?
Comments
Signature
Fax completed form to 1-886-384-74

ONSITE WASTEWATER,;
System: Charles/Beverlv McLamb. 828 Wax
d7VU
k9S?
7 'TER:
"
a
i°e 4
t
Technician:

224
New ■• Big is
■n■ ■ m•■s■ an ■ ■ite ■ a•
aws as • Is • 1111■■
■ ■ • noun a 5 saw
urn man ■a■ an 5
• mass as 111111111 all
j4hmnTexs d
Ater Management
Semiannual Inspection
828) 759-2721
Charters & Beverly Mc-amb
c t + S
Sft*
8528 Waxhaw Creek Rd. Wexhaw NC 2813
AX $ltae) N Cwnty res t
x
wUL I Daft of Log UNPOCIUM
-121039
1407570
RTU115582 06i0712013
Retrieve O&M Into
Measure sludge/scum -
mow...
soom
P40ft ratio
ist Compartment
Cu
"
2ndcumant
previous Cuffent
Previous...
InspeWC10an0e Fitter
PerformField ins%
Inspect;
y ,
` N ElPu i
D EX ivePod sottornEl
NTU (15 *
PH (E"9) DO (2-6)
BridginWPondiow or 0 Excessive IntalksVent
lnspe*VCIOan Discharge Pump
Odor of Iliarnisft
Inspect Inspect
Typical sty Q El Moldy
AlswAld F 0
Non - cal }3 Su [] %p E] Oftay
x pump 1p" El
City lUm in PVU El yes NO
Float
Fosin to tank Elvas ;No
1114POCUS01nil" Other System Cornponenta
Check Control Panel
Inspect Claim Inspect Clean
Disinfection Equipment [�r' CRO"- Disposal LateralalOttlices,_]
Recirc Amps Discharoo Amps
Observat10 m
Additional Rendered
Audible
0 Cleaned #extile sheaft? [B'Rirplaced UV item?
and visual alsims
Dial # �(
El 111 et1 item?
(te1 orily) [� No
Pads Used! W = Warranty, 8 = Billable (appropriate )
p,t
InSpectl
Inspect Clean
p
splice Box ....................
Float Cords......... .,......... .-�
Floats.... .... l� Q
Fi ty (
pump ....:...... ..... ....... . 0
rbolted on
Bi Fitter.................0
&gw-ifold reconnected-, flush valves closed CRtontrol panel reactivated
lNotube PumpVault .... ....... (� +�
Recircu .... 0
ire a no it~ action needed C3 Tank neads pumping
1 f- service Other?
CommenU
¢7 ..
literature
Date
Date
Fax Completed form to 1-866-3 7404

►
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Page l of 1
Parcel NumberIs
05162009
1
Owner
ASw7:.IC;HN BASS. S 1 DN
W �
Mailing Address
I
8528 WAXHAW CREEK RD
4th'
WAXHAW
r
NC, 2817
x
S
Account Information
Land Value : $80,300.00
Subdivision
FARMS AT HEARTWOOD
Building Value $ 55,100.00
Description
5 FARMS a HEARTWOOD
OPCH26
Total Value $635,400,00
Situs Address
8528 WAXHAW CREEK RD
Acreage 11,6590
Property Class
RESIDENTIAL
Sales Information
Sale Date Sale Amount
Book & Page {grantor
07/23/201 a $896,000.00
6493 608
MCLAMB CHARLES T &
BEVERLY F
10/29/2004 $207,000.00
3598106
SNUGGS MITCHELL R &
WIFE CLAY K
10/2212002 $117,000,00
194 339
GALLAGHER JOHN'J &
WIFE JE D
Location Information
Municipal Union County
Administration
School
School A sisln nt lnfcar ati
County Zoning Cody: R-40
Census Tract Number
2101
Zoning Administration Union County
FEMA Panel
4379,4369
ETJ `
FEMA Zone
Fire [district" Jackson
Soils
hA,PgC',CeB2, oA,WyC,PaE
Building Information - View Real Property
Site
Total Living Area 2839
Type of Building
DWELLING
Year wild 2008
Improvement Type
Single family
District Voting <Assignments (Jurisdictions)
Tirzah Presbyterian
Polling Place School District 2
Congressional
9
Church
District
Precinct District #22 State House 55
Senate 35
District
S2 t 1 1 1`itt 1

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
C'oleen 1�, Sullins, Director
4 2-0()8
April 4, 200 OR
CHARLES AND BEVERLY MCLAMB
NC DER MRO
O _ ultor Protection
AXH w, NORTH C lROLINA 28173
Subject: Permit No. Wt 003254
Charles & Beverly McLamb SFR
Surface Irrigation Facility
Union County
Dear Mr. and Mrs. McLamb:
In accordance with; your permit application received December 6, 2007 and additional information received
February 14, 2008 and March 17, 2008 we are forwarding herewith hermit No. W(0032548, dated April 4, 2008, to
Charles & Beverly McLamb for the construction and operation of the subject single family wastewater treatment
and surface irrigation facilities.
1
This permit shall be effective from the date of issuance until March 31, and sha'.l be subject to the conditions
and limitations as specified therein. ;Please pay particular attention to the monitoring requirements in this permit.
Failure to establish an adequate system for collecting and maintaining the required operational information will
result in future compliance problems.
An extension shall be requested, by the permittee, at least six (6) months prior to the expiration of this permit. Upon
receipt of the request the Commission will review the adequacy of the facility described therein and, if warranted,
will extend the permit for such period of time and under such conditions and limitations as it may deem appropriate.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory hearing upon written request within thirty(30) days following receipt of this permit. This request must
be in the form of a written petition, conforming to Chapter 150B of the North Carolina general Statutes, and filed
with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such
demands are made this permit shall be final and binding.
One set of approved plans and specifications is being; forwarded to you.. Please contact Duane Leith by email at
duane.leith@ncmailnet or by phone at ("l9) 715-6186 if you need additional information concerning this matter.
di
&i
Y" i('l.... 'yw" u£.wkwaM..r �.�»w'd°: ....u..�,..,�.,,., y.✓„. yyyy
y ns
a^° i
m• e
I,A%3 Files r � ..
w ��
Nip 1hCarolina
Wimally
Aquifer Protection
, Section � . Training & )bone: (91971-
Internet: wwncwaterualiyor Educational (9I9)75-058
s
Event
[phone]
An Equal Opportunity/Affirmative Ac www.wef.org/Conferences)mcr Service: [phone]

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL SOURCES
RALEIGH
SINGLE FAMILY RESIDENCE SURFACE IRRIGATION PERMIT
In accordance with the provisions of is 1 of Chapter 143, General Statutes of Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Charles and Beverly Mc � b►
Union County
FOR THE
construction and operation of a 360 gallon per clay (GPD) surface irrigation wastewater treatment and disposal
system consisting of a 1,200 gallon baffled septic tank with effluent Ater, a partially in -ground Advantex
-20 synthetic media wastewater treatment filter with a 1,200 gallon recirculation tank and 19 GPM
recirculation pump, a 7 GPM ultraviolet light disinfection unit, a 3000 gallon storage/pump tank, a 10 GPM
pump with a high water alarm light and buzzer, a 9,520 square foot drip irrigation area consisting of 3 zones
of 3,104 to 3,260 square feet each with 8 to 9 drip lines 204 to 244 feet long on a 2 foot spacing and all
associated piping and appurtenances, to serve the Charles & Beverly McLamb residence located at The Farms
at heartwood Lot 5, Waxhaw Creep Road, " axhaw North Carolina, 28173, with no discharge of wastes to
the surface waters, pursuant to the application received December o, 2007 and in conformity with the project
plan, specifications, and other supporting data subsequently filed and approved by the Department o
Environment and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until March 31, 2013and shall be subject to the
following specified conditions and limitations:
1. PERFORMANCE STANDARDS
1`. Upon completion of construction and prior to operation of this permitted facility, a certification must
be received from a professional engineer certifying that the pennitted facility has been installed i
accordance with this permit, the approved plans and specifications, and other supporting materials. If
this project is to be completed in phases and artill the res certified on shall retain onsiili to
track further construction a roved under the same e it and shall rovide a final certificate of
c=letion once the entire project has been coin leted. Mail the Certification to the Groundwater
Protection Unit, 1636 Mail Service Center, Raleigh, NC 27699-166.
2. The Mooresville Regional Office, telephone number (704) 663-169, shall be notified at least forty-
eight (48) hours in advance of operation of the installed facilities so that an in -place inspection can be
made. Such notification to the regional supervisor shall be made during the normal office hours from
8.00 a.m. until 5:00 p.m. on Monday through Friday, excluding State holidays.
1

1 The surface irrigation facilities shall be effectively maintained and operated at all times so that there
is no discharge to surface waters, nor any contamination of ground waters, which will render them
satisfactory for normal use. In the event that the facilities fail to perform satisfactorily, including
the creation of nuisance conditions or failure of the irrigation area to adequately assimilate the
wastewater, the Permittee shall take immediate corrective actions including those actions that may be
required by the Division of "Water Quality, such as the construction of additional or replacement
wastewater treatment and disposal facilities.
4: The issuance of this permit shall not relieve the Pernrittee of the responsibility for damages to surface
or ground waters resulting from the operation of this facility..
` A leakage test shall be performed on the septic tank and storage/pump tank(s) to insure that any
exfiltration occurs at a rate, which does not exceed twenty (20) gallons per twenty-four (24) hours per
1,000 gallons of tank capacity. The Engineer's Certification will serve as proof of compliance with
this condition.
6. If excavation into bedrock is required for the installation of the septic tank, recirculation tank, pump
tank or other components, the excavation shall be lined with. a I -mil synthetic liner.
7. A sanitary tee and filter' shall be installed on the effluent pipe of the septic tank. The Engineer's
Certification will serve as evidence that these specifications have been met.
8. The residuals generated from these treatment` facilities must be disposed in accordance with General
Statute 14-215. l and in a manner approved by the Division.
9. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
10. The following setbacks shall be maintained.'
a. 100 feet between the wetted area and any residence or places of public assembly under separate
ownership,
b. 50 feet between the wetted area and property lines,
c. 100 feet between wetted area and wells,
d. 100 feet between the wetted area and drainage ways or surface water bodies,
e. 50 feet between the wetted area and public right of ways,
f. 100 feat between the wetted area and any swimming pool,
g. 15 feet between the wetted area and any building foundation or basement,
h. 100 feet between the treatment/storage units and any wells, with the exception of monitoring;
wells, and
i. 50 feetbetween the treatment units and property lines.
11. The pump tank(s) shall have functional audible and visual high water alarms that are external to any
structure.
1. The disposal system shall be connected to a rain or moisture sensor that shall indicate when
wastewater application is not appropriate in accordance with Condition II(4).
13. The existing vegetation on the drip irrigation site shall not be cleared or disturbed except to the extent
necessary to install the dripline.
14. All tank access risers shall extend at lest six () inches above finished grade and shall be provided
with properly secured covers.
2

U. OPERATION AND MAINTENANCE REQUIREMENTS
L The facilities shall be properly maintained and operated at all times.
2. Upon classification of the wastewater treatment and surface irrigation facilities by the Water
Pollution Control System Operators Certification Commission (WPCSOCC), the Pennittee shall
designate and employ a certified operator to be in responsible charge (ORC) and one or more
certified operator(s) to be back-up ORC(s) of the facilities in accordance with 15A NCAC 8G MOL
The ORC shall visit the facilities in accordance with 15A NCAC 8G .0204 or as specified in this
permit and shall comply with all other conditions specified in these rules.
3. A suitable year round vegetative cover or leaf litter cover shall be maintained over the disposal area.
4. Irrigation shall not be performed during inclement weather or when the ground is in a condition that
will cause runoff.
5. Adequate measures shall be taken to prevent wastewater -runoff from the irrigation field.
6. The application rate shall not exceed a cumulative loading of 22.36 inches over any twelve (12)
month period at an instantaneous application rate not to exceed 0.1 inches per hour.
7. The facilities shall be effectively maintained and operated as a non -discharge system to prevent the
discharge of any wastewater resulting from the operation of this facility.
8. No type of wastewater other than that from the Charles & Beverly cLamb residence at The Farms
at Heartwood Lot 5, Waxhaw Creek Road, Waxhaw, North Carolina, 28173, shall be discharged onto
the irrigation area.
9. No traffic or equipment shall be allowed on the disposal area except while installation occurs or
while normal maintenance is being performed.
M The irrigation field shall be fenced with at least a two -strand wire fence.
11. Wastewater treatment units open to the atmosphere shall have restricted access and pump control
panels shall be locked.
12. The Permittee is responsible for the operation and maintenance of the entire treatment and disposal
system including, but not limited to, the following items:
a. The septic tank shall be checked annually and pumped out as needed. The septic tank effluent
filter shall be checked and cleaned at the same frequency of the septic tank.
b. The ultraviolet disinfection unit shall be checked every week. The lamp shall be cleaned
and/or replaced as necessary to ensure proper disinfection.
c, The storage, pump, and alarm systems shall be inspected monthly. Any sludge or scum layer
accumulating in the pump/storage tank(s) shall be removed at the same interval as the septic tank
is cleaned out.
d. The system shall be inspected monthly to make certain of the proper operation of the drip line,
that the vegetative growth allows a proper drip pattern, that the soil is assimilating the disposed
treated wastewater with no surface runoff, and that no objectionable odors are being generated.
3

IIL MONITORING AND REPORTING REQUIREMIENTS
1 y monitoring deemed necessary by the Division to insure surface and ground water protection will
be established and an acceptable sampling reporting schedule shall be followed.
2 The 'Pe ittee shall maintain records of all maintenance performed on the system and irrigation area,
as required in Condition 11(12) ;for a minimum of five years. This information shall be provided to
the Division upon request.
3 Noncompliance Notification'
e Permittee shall report by telephone to the Mooresville Regional Office, telephone number (704)
663-1699, as soon as passible, but in no ease more than 24 hours or on the next working clay
following the occurrence or first knowledge ofthe occurrence of any of the following;
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable of
adequate wastewater treatment, such as mechanical or electrical failures of pumps, emitters, etc,,
or
b. Any failure of a pumping station or treatment facility resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
Occurrences outside normal business hours may also be reported to the Division's Emergency
Response personnel at telephone number [phone] or [phone]. Persons reporting such
occurrences by telephone shall also file a written report in letterform within five () days fallowing
first knowledge of the occurrence. This report mustoutline the actions taken or proposed to be taken
to ensure that the problem does not recur.
IV. INSPECTIONS
1. Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to insure proper
operation of the subject facilities:
2 Any duly authorized officer, employee, or representative of the Division may, upon presentation of
credentials, enter and inspect any property, premises or place on or related to the disposal site or
facility at any reasonable time for the purpose of determining compliance with this permit, may
inspect or copy any records that must be maintained under the terms and conditions of this permit,
and may obtain samples of groundwater, surface water, or leachat.
V. GENERAL CONDITIONS
I. This permit shall become void unless the facilities are constructed in accordance with the conditions
of this permit, the approved plans and specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. This permit is not transferable, In the event there is a desire for the facilities to change ownership, or
there is a name change of the Permittee, a formal permit request must be submitted to the Division
accompanied by documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request will be considered on its merits and may or may not be
approved.
4

U-CUU11011L Idullitics snall De a0anaonea ana an wasiewater alsenargea into the municipai or regional
sewerage system,
5. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by the Division in accordance with North Carolina General Statute 143-
215.6A to 143-215.6C.
6. The issuance of this permit does not preclude the Permittee from complying with any and all statutes,
rules, regulations, or ordinances, which maybe imposed by other government agencies (local, state,
and federal), which have jurisdiction,
7. This permit may be revoked if the Penniftee fails to abide by the conditions of the "Operation and
Maintenance Agreement" previously signed by the Permittee.
8. The Permittee shall retain a set of approved plans, specifications and operation and maintenance
manual of the subject facility for the life of the project,
9. The Permittee shall pay the annual administering and compliance fee within 30 days of being billed
by the Division. Failure to pay the fee accordingly may cause the Division to initiate action to revoke
this permit as specified by 15A NCAC 2T.0105 (e)(3).
10, The Permittee, at least six (6) months prior to the expiration of this permit, shall request its extension.
Upon receipt of the request, the Commission will review the adequacy of the facilities described
therein, and if warranted, will extend the Permit for such period of time and under such conditions
and limitations, as it may deem appropriate.
Permit issued this the 4th day of April, 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
tColeen H. Sullins, Director
Dig Ision of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0032548
5

April 4, 200
ENGINEER'S CERTIFICATION
Partial Final
, 1 , as a duly registered Professional Engineer in the State of
North. Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project,
Project Natne Location and Crrugy
for the Permittee hereby state that, to the best of nay abilities due care and diligence was used in the
observationof the construction such that the construction was observed to be built within substantial
compliance and intent of this permit, the approved plans and specifications, and ether supporting materials.
Signature Registration No.
Date

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OPERATION AND MAINTENANCE AGREEMENT
SINGLE FAMILY RES11DENCE SURFACE IRRIGATION SYSTEM
DIVISION OF WATER QUALITY
Property Owner(s) (as appearing on the property deed);; Charles & Beverly McLamb
Mailing Address: 1700 Walden Bond Lane, Waxhaw, KC 2817
Facility Address (if different than above); Lot #5 Hartwood Farms, Waxhaw -Creek Road, Waxha , KC 28173
Disposal Method; U SPRAY IRRIGATION M DRIP IRRIGATION (Check One)
County: Union County permit No:
JJWe agree to operate and maintain the wastewater treatment system as follows;
I. The Permittee is responsible for the operation and maintenance of the entire treatment and disposal
system including, but not limited to, the following items:
a. The septic tank shall be checked annually and pumped out as needed. The effluent filter shall be
checked and cleaned at the same frequency of the septic tank.
b. The sand filter surface shall be raked and leveled every six () months and any vegetative growth
shall be removed by band [accessible sandfilters only).
c. Check one:
J The tablet chlorinator shall be checked every week. Tablets shall be added so as to provide
proper: chlorination,
W The ultraviolet disinfection unit shall be checked every week. The larnp shall be cleaned
and/or replaced to ensure proper disinfection.
. The storage, pump; and alarm systems shall be inspected monthly. The scum layer shall be
removed at the same time interval as the septic tank is pumped out.
e. The irrigation system shall be inspected monthly to make certain of proper operation., that
vegetative growth does not interfere with the system inspection or operation, that the soil is
assimilating the disposed treated wastewater with no surface runoff, and that no objectionable
odors are being generated.
. Failure of the Permittee to properly operate this system is subject to a penalty up to $25,000 per day.
. Failure to meet the permit conditions or violation of the tate's surface or groundwater regulations
will require evacuating the dwelling and may void the permit.
NOTE: All persons (owners) appearing on the legally registered property deed must sign this O&M
Agreement
I e understand the above re ire%he sand ee to th e s as part of the issued permit.
Owner(s) Signa e(s). Date:
Owner(s) Signature(s): bate: a
FR O&M (version 07107)

:.Lr
AQUIFERION REGION
Rate: 1/14/0$ County: Union
To: Aquifer Protection Central -Office Per ittee: Charles & Beverly Me Lamb
Central Office Reviewer: wane Leith = � '' Project Name: Me Lamb Residence SFR
Regional Login No: Application No.: WQ0032548
L GENERAL INFIO i ATIO
1 This application is {check all that apply): X New El Renewal
Minor Modification [Q Major Modification
X Surface Irrigation E] Reuse El Recycle [:1 High Rate Infiltration [] Evaporation/Infiltration Lagoon'
E] Land Application of Residuals El Attachment B included [ 5031 regulated E:1 503 exempt
El Distribution of Residuals Surface Disposal
El Closed -loop Groundwater Remediation El Other Injection Wells (including in situ remediation)
Was a site visit conducted in order to prepare this report? X Yes or [l No.
a. Date of site visit: 1/11/08
b. Person contacted and contact inforination: Beverly MeLamb cell 704- 14-1057
c. Site visit conducted by: Peggy Finley
d. Is Inspection Report entered in BIMS? Yes or No.
I Is the following information entered into the BIMS record for this application correct?
El Yes or X No. If no, please complete the following or indicate that it is correct on the current application;`
For Treatment and Disposal Facilities:
a. Location: Lot #5 The Farms at Heartwood, Waxhaw Creep: Rd., Waxhaw 2817
. Driving Directions: From ]Exit 61 on 1-485 in Mecklenburg Co., travel south on Hwy 521 approx. 20
miles. Continue past the intersection with SC Hwy 5. Turn left onto F N Corner Rd Turn left onto
Tirzah Church Rd. Turn left onto Waxhaw Creek Rd. Turn left at unpaved driveway with number
540. Proceed approx. 0.5 miles to site.
c. USGS (quadrangle Map name and number: Van Wyck, SC — NC 65V
d. Latitude: 34 49 47.8IN Longitude: 80 45 41.5W estimated using Google Earth
e. Regulated Activities / Type of Wastes (e.., subdivision, food processing, municipal. wastewater):
Domestic wastewater
IL NEWAND AUJOR AI+ DIFIC TIO APPLICATIONS (this section not needed for renewalw or minor
modifications, skip to next s ctionl
Description Of Waste(S) And Facilities
1. Please attach completed rating sheet. Facility Classification: NA
2. Are the new treatment facilities adequate for the type of waste and disposal system?
Yes [I No [I /A, If no, please explain:
FORM: Mc Lamb Res. Staff report 1-1.4-08 1

)N REGIONAL STAI
platys, etc.) represent the actual site
E, please explain:,
5. Is the proposed residuals management plan adequateand/or acceptable to the Division. X Yes E] No El
. Are the proposed application rates for new sites (hydraulic or nutrient) acceptable?
X Yes (] No[] N/A. if no, please explain:
7. Are the new treatment facilities or any new disposal sites located in a 100-year floodplain?
Yes X No N/A.
Are there any buffer conflicts (new treatment facilities or new disposal sites)? El Yes or X No.
. Is proposed anchor existing groundwater monitoring program (number of wells, frequency of monitoring,
monitoring parameters, etc.) adequate?El Yes El No X NIA.
FORM: Me Lamb Res. Staffreport 1-14-08 2

AQUIFER PROTECTION REGIONAL STAFF REPORT
V. EV4LUA"ION ANDRECOjV3,IEND,4TIOiVS
L Provide any additional narrative regarding your review of the application: The permittee is contracting with
AQWA to provide periodic maintenance for the treatment system.
1 Attach Well Construction Data Sheet - if needed information is available N/A
3. Do you foresee any problems with issuance of this permit? Yes X No. If yes, please explain briefly.
4. List any items that you would like AP S Central Office to obtain through an additional information request.
Make sure that you provide a reason for each item:
It Reason
5. List specific Permit conditions that you recommend to be removed from the permit when issued. Make sure
that you provide a reason for each condition:
EE
Con !! dition Reason
6List specific special conditions or compliance schedules that you recommend be included in the permit when
issued. Make sure that you provide a reason for each special condition:
Condition Reason
7. Recommendation: E3Hold, pending receipt and review of additional information by regional office;E] Hold,
pending review of draft pen -nit by regional office;E] Issue upon receipt of needed additional infortnation;
X Issue- [ Deny. If deny, please state reasons:
8, Signature of report prep arer(s)-
Signature of APS regional supervisor:
Date- k
FORM: Mc Lamb Res. Staff report 1-14-08 3

` ` , Michael F, Easley, Governor
'G William C. Ross Jr., Secretary
J7 North Carolina Department of Environment and Natural Resources
M. ns. Director
si ater Quality
February 21, 20LN(',J-1-C-%-NR
_rE !wo 2,HARLES AND BEVERLY McL MR.O 1700 WALDEN POND LANE DWQ -A, Oer Protection
WA IIAW,NORTH CAROLINA 2817
Subject: Application No. WQ0032548
Additional Information Request
Charles & Beverly McLamb Drip WWT
Surface Irrigation System - SFR
Union County
Dear Mr. and Mrs. McLamb:
The Aquifer Protection Section has conducted a preliminary review of the subject permit application
package. Additional information is required before we may continue our review. Please address the
following items no later than March 24, 200&
1. Please provide the field description of soils for each boring within or representative of the
irrigation site. Note that borings should extend to seven feet or to rock. A generic
representation of the soil profile for the Soil Map Unit, as previously submitted is not
acceptable in place of the actual soil boring logs.
2. Please provide a soils map delineating the soil mapping units as required by 15 NCC 2T
.0604(b)(3). This should be a copy of the NLtCS'soil map for the site or equivalent.
3. The proposed justification for using the arithemetic mean for the geometric mean in calculating
the water balance is speculative and is not acceptable. Please redesign the system to meet the
loadings rates obtained with a water balance using; the geometric mean for the Ksat results or
provide defensible justification for use of the arithmetic mean. Additional Ksat tests may be
conducted to demonstrate justification.
4. The buoyancy calculations for the septic tank., recirculation tank and the pump tank show the
weight of the tank without ballasts is inadequate to resist buoyancy forces. Please redesign the
tanks to ensure adequate resistance to buoyancy without water in the tanks.
Please be aware that you are responsible for meeting all requirements set forth in North Carolina rules and
regulations. Any oversights that occurred in the review of the subject application package are still the
responsibility of the applicant.
Please reference the subject application number when providing the requested information. Three copies
of all revised and/or additional documentation should be signed, sealed, dated, and submitted to my
attention at the address at the bottom of the cover page of this letter.
None harolina
Wurallif
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Telephone: [phone]
Internet; w ncwaterauality crr Location: n: 2728 Capital Boulevard Raleigh, NC 27604 Fax-i: (919) 71. 588
Fax 2: [phone]
An Equal OpportunitylAffirmabve Action Employer- 54°f0 Pecycl dtlti% Post Consumer Paper Customer Service: [phone]

Please note that failure to provide this additional information on or befor
may result in your application being returned as incomplete. If additional
a v.as.,.atas.:v"I'Vc 1aiay ��.•4 uv � vv1k,1A%4 4LW1 uy a.Iuaii ALtc. pia 's., A .cLcca.l iA una is v gl.. cyac.
aB �
I you ,have any questions reg din this request, ;please do not hesitate to contact me at
[e-mail] or {J ) 71 -6186. Thank you for your cooperation.
1 Sincerely,
Duane Leith
S- ` imal Unit
David DeCaron, Piedmont Design Associates, PA
APS Central File W 0032548

jMichael R Easley, Governor
William 6, Ross Jr,, Secrentry
ram" North Carolina Department of Environment and Natural Resources
C C Coleen H. Sullins, Director
t at cality
nD
Fn
January 31, 2008 FEB -4 W UU
CHARLES AND BEVERLY MCLAMB
1700WAL.I EN POND LANE
EMRO
tu
WAS14AW, NORTH C OLINA 28173 fer Pr
Subject: Application No. WQ003254
Additional Information Request
Charles & Beverly McLamb Drip WWTS
Surface Irrigation System - SFR
Union County
Dear Mr. and Mrs. McLamb.
The Aquifer Protection Section has conducted a preliminary review of the subject permit application
package. Additional information is required before we may continue our review. Please address the
following items no later than March 3, 2008.
1. The O&M Agreement is required to be notarized. Please submit a notarized copy of the O&M
Agreement.
2. Please provide the field description of soils for each boring within or representative of the
irrigation site.; Note that borings should extend to seven feet or to rock.
3. Please provide a soils map delineating the soil snapping units as required by 15 NCAC 2T
.0604(b)(3 ),
4. The loading rates proposed in the soils report based upon the arithmetic mean exceed the rates
if the geometric mean had been used for the water balance. Please redesign the system to sheet
the loading rates obtained with a water balance using the geometric mean for the Ksat results or
provide: justification for use of the arithmetic mean. Additional Ksat tests may be conducted to
demonstrate justification.
5. Please provide the dimensions for the baffle and the height to the inlet and outlet in the septic
tank.
6. Please provide the height to the inlet for the recirculation tank. A minimum depth of soil
cover must be specified if the soil ewer is included in the buoyancy calculations. The weight
of the filter tank must be used instead of the weight of soil for the area occupied by the filter
tank when placed over the buried recirculation tank,
7. The buoyancy calculations for the septic tank are for an 8.75 foot tong tank. The plans show
an 11.3 foot tank. Note that the buoyancy calculations for all the tanks may not include the
weight of water in the tank. "
one
NorthC;taro ina
Alafi=1411
Aquifer Protection Section 1636 Mail service Center Raleigh, NC 7699• 636 Telephone: [phone]
Internet: ymvt�rv.ncwratcr uality:t?r Locatiorv: 2728 Capital Boulevard Raleigh, NC:27604 Frx 1: 0t19) 715-0588
Fax 2: [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper Customer r Service: (77) 623-6748

OV
. Please provide a copy of the Flood Map or a letter sealed by a Professional Engineer stating
that no areas of the site are within the 100 year flood.
. The specifications call for an allowable leakage of 100 gpd per inch of pipe diameter per mile.
The allowable leakage is 10 gpd.
10. Please specify that the recirculation system controls are contained within a NEMA 4X lockable
enclosure:
11. The plans call for a Trojan UV Max. Model D ultraviolet light disinfection system. The
specifications provided are for an international Water Guard Model Gr-I-•LV--. Please
note that the model shown in the specifications is for gravity use only, not pressurized. Please
ensure that the light rating capacity is equal or greater than the pump capacity or the maximum
field dosing pump flow possible under all operating conditions. The specifications require the
control panel for the UV unit to be within 6 feet from the unit. The flans do not show the
control panel. The NEMA rating of the control panel must be specified.
12. The application shows a wetted area. of 9,520 square feet. The number of emitters listed on the
application is 2,142. The calculated area with 2142 emitters is 8568 Square feet. Please ensure
that all information. correlates.
13. The soil report recommends a maximum instantaneous rate of wastewater application of
0.0025E inches per hour. The system is capable of applying 0.21 inches per hour. At 360
gallons per day over 8566 square feet the daily application rate is 0,067 inches. The hourly rate
if applying continuously for 24 hours is 0,00279 inches per hour. At 0.00256 inches per hour
the daily application would take 2617 hours to apply and stay within the maxima
recommended rate. The system as desiimed exceeds the recommended instantaneous
application rate.
14. The 0& M Manual instructs the operator to remove the UV bulb for cleaning. The installation
appears to show a UV unit that is cleaned by rinsing with a water hose. Please ensure the
Manual and the system installed agree.
Please be aware that you are responsible for meeting all requirements set forth in North Carolina rules and
regulations. Any oversights that occurred in the review of the subject application package are still the
responsibility ibility of the applicant.
Please reference the subject application number when providing the requested information. Three copies
of all revised and/or additional documentation should be signed, sealed, dated, and submitted to my
attention at the address at the bottom of the cover page of this letter.
Please vote that failure to provide this additional information can or before the above requested date
may result in your application being returned as incomplete. if additional time is necessary, the
application may be withdrawn to avoid being returned as incomplete. Either the applicant or the
applicant's consultant may request withdrawl by email message or letter if this is desired.

PV
If you have any questions regarding this request, please do not hesitate to contact me at
[e-mail] 6r [phone]. "Thank you for your cooperation.
Sincerely,
f), A - � ��Y'
Duane Leith..
APS-Animal Unit
Cc: gy, Fi ley, Mooresville Regional Office, Aquifer Protection Section..
David DeCaron, Piedmont Design Associates, PA
APS Central File WQ0032548

•
Date. December 21 007
To: Ej Landon Davidson, A.RO- ` S 0 David May, WaRO-APS Art Barnhardt, FRO-APS El Charlie Ste an, WiRO-APS
El Sherri Knight, WSRO- S
MayZi!"mem�ian,O-APS
From: Duane Leith, AFO Unit
Tlplrcrr 191 715-fi186 F 1 715-0588
-Mail. duane l ith n m il.z et
A. 'ermitNn er: W00032548
B. Owner: Charles and Beverly McLamb
C. Facillt /Operation: Lot #5 The Farms at Heartwood Subdivision
Proposed Existing El Facility Operation
D. Application:
I. Permit Type: El Animal Z Surface irrigation ❑ Reuse Q FI-R Infiltration
El Recycle Ej VE Lagoon [:1 GW Remediation )
UIC - (5A7) open loop geothermal
F,or Residuals: E Land App. El D zM El Surface Disposal
El 503 ❑ 503 Exempt [I Animal
ProjectType: Z New [:1 Major Mod. Ej Minor Mod. [:1 Renewal R
Renewal wl Mod.
E. Comments/Other Information: El I would like to accompany you on a sits;"visit.
Attached, you will find all information- submitted in support of the above -referenced application for your
review, comment, and/or action. Within 30 calendar days, please tape the following actions:
Return a Completed APSARR Form.
C] Attach Well Construction :Data: Sheet.
El Attach Attachment B for Certification by the LAPCU.
El Issue an Attachment B Certification from the RO.*
' Remember that ;you will be responsible for coordinating site visits and reviews, as well as additional
information requests with other RCS-APS representatives in order to prepare a complete Attachment B for
certification. Refer to the RPP SOP for additional detail.
When you receive this request form, please write your name and dates in the spaces below, make a copy
of this sheet, and return it to the appropriate Central Office -Aquifer Protection Section contact person
listed above.
RO-:APS Reviewer. Date:
FORM: APSARR 07/06 Page I of 1

0 " Michael F. Easley, Governor'
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H, Sullins Director
Division of Water Quality
December 21, 200
Charles McLamb
1700 Walden Pond Lane
Waxhaw, NC 28173
Subject. Acknowledgement of Application No. WQ0032548
Lot ## S The Farms at Heartwood Subdivision
Surface Irrigation System. - SFR
Union
Dear Mr. McLamb:
The Aquifer Protection Section of the Division of Water Quality (Division) on) acknowledges receipt of your permit
application and supporting materials on December 6, 2007. This application package haws been assigned the number
listed above and will be reviewed by Duane Leith.
The reviewer will perform a detailed review and contact you with a request for additional information if necessary.
To ensure the maximum efficiency in processing permit applications, the Division requests your assistance i
providing a timely and complete response to any additional information requests.
Please be aware that the Division's Regional Office, copied below, must provide recommendations prior to final
action by the Division. Please also note at this time, processing permit applications can take as long as 60 - 90 flays
after receipt of a complete application:
If you have any questions, please contact'Duane Leith at 91 -71 -61 , or via e-mail at duane.leith@nc ail,n t. If
the reviewer is unavailable, you may leave a message, and they will respond promptly. Also note that the Division
has reorganized. To review our new organizational chart, go to
htt;Ifh2o.enr.state:sac.u/doumerits{clw ` or chart. di:
PLEASE REFER T4 THE ABOVE APPLICATION NUMBER WHEN MAKING INQUIRIES ON THIS
PROJECT.
Since ely}
,for Deb Watts
Supervisor
cc:
David. D Ca on, "iemo*nt Design Associates, PA
Permit Application File WQ0032 48
one
N Carolina
Wuralill
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 276 9-1636 Telephone: [phone]
Internet: .ncwaterouallty.oro Locatiow 2728 Capital Boulevard Raleigh, NC 27604 Fax 1. (919) 71 Fi-0 a88
Fax t [phone]
An Equal Opportunity/Affirmative Action Employer- 0% Recycled/101 , Post Consumer Paper Customer Service: (877) 6 -6748

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Job Number. W00032548
Surface Application Septic System
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eve., Ste. 301 Waxhaw, Union County, NC
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12811a
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NO. DESCRIPTION
As Built Plana
As Built Specifications
Certification
tied
roval E:1 Approved as submitted Resubmit
copies for app.
r use El Approved as noted El Submit 0
copies for rest.
e ted 0 Returned for Return 0
corrected prints
corrections
lewp� comment
1 DUE:
d specs and pennit have been sent to operator & owner. Please let a n know if you have an.
Aoncerm.
David DeCaron
Beverly MLab
n , Installer & OR

SPECIFICATIONS, CALCULATIONS, ILS REPORT AN
OTHER
SUPPORTING DOCUMENTATION
FOR A SURFACE
DRIP IRRIGATION SEWAGE EFFLUENT DISPOSAL SYSTEM
FOR
RESIDENCE
LOT #S THE FARMS AT HEARTWOODSUBDIVISION
WAXHAW, UNION COUNTY, NC:"
November 29, 2007
Revised F'eb uaz fi 7,2008
Revised March T, 2008
of z a
PREPARED FOR:
Charles & Beverly Mc iamb
1700 Walden Pond Lane
Waxhaw, NC 2 173
Phoned 70 -843- 612
PREPARED BY:
4�j6i41Mltlit8t{ lot
PIEDMONT DESIGN ASSOCIATES, P.A.
Suite 101 Westfield Center
125 East Plaza Drive
Mooresville, SIC 28115 132i
Phone. [phone]
t
w
Fax: [phone]

SPECIFICATIONS ANUF°AC"T RE 'S CUT SHEETS
FOR A SURFACE E IRRIGATION
SEWAGE EFFLUENT DISPOSAL SYSTEM
FOR
3-BEDROOM RESIDENCE
LOT #5 THE FARMS AT HEARTWOOD SUBDIVISION
WAXHAW,CAN COUNTY, NC
November 29, 2007
Revised Februan, 7,2008
Revised March 10, 200
s : r . 2
PREPARED FOR.
Charles & Beverly Mc aru
1700 Walden Pond Lane
Phone: 70 -84.E-9612
PREPARED BY:
PIEDMONT DESIGN ASSOCIATES, P.A. �#�yrrrrrrrrerr$���
Suite 101 Westfield CenterCA
125 East Plaza Drive
Mooresville, NC 28115
Phone: [phone]
�`'°rer►ri r� rr���'

LOT #5 THE FARMS AT HEARTWOOD SUBDIVISION
TABLE OF CONTENTS
SECTION I GENERAL
A. DESCRIPTION OF PROJECT
SECTION II REGULATIONS
SECTION III BASIS OF DESIGN
SECTION ►N IV COMPONENTS OF SYSTEM
SECTION 'V SYSTEM INSTALLATION
SECTION VI OPERATING CHECKS AND ADJUSTMENTS S (Start Up
APPENDIX C UT" S EE`I'S AND SUPPORTING MATERIALS

SECTION I -GENERAL
Charles and Beverly McLamb are proposing to construct a new 3-bedroorn residence on Lot #5 The Farms at Heartwood
Subdivision in Waxhaw, Union County, North Carolina, Due to limited available space. soil conditions and topography, a
pre-treatment systern and surface drip effluent disposal system is proposed. The design flow has been set, at 360 GPD for a
three bedroorn residence.
Directions to ntW=K!iY1
It Take 200 South out ofMonroe toward Waxhawl' Lancaster, Turn right ern Tirzah Church Road.
Take a right on Waxhaov Creek Road and go to the ;nth driveway on the left. The address on the mailbox is 8540. Follow the
drive and stay straight. Proposed residence is on left side of gravel drive, The residence is to be served by an on site, well
located more ffian_'i50 feet front the disposal area, There are no existing structures. septic systems or wells on the propert),
nor are there any wells or structures within 250' of the proposed application area or the treatment system on adjacent
properties.
Michael Wood. LSS and Larry Thompson with The Catena Group. has identified the area for the proposed disposal area. An
instantaneous application rate of 0,43 in/week has been recommended for this treatment and disposal system. The effluent
will be pretreated using a septic tank. recirculation tank with an Orenco Advantex AX-20 recirculating te
xtile media enclosed
filter bed and UV disinfection to surface drip for disposal,
These specifications arid design plans have been prepared for an on -site surface effluent drip disposal system using a septic
tank, recirculating, textile -media pretreatment filter w/ tank, dosing tank, UV disinfection and a three zone drip system.
The system is designed to accept and treat domestic waste only, No other discharge is allowed. including condensate water
from HVAC systems, etc.
The Engineer has designed a textile filter and drip irrigation system that dispenses treated effluent through dripirrigation
using design criteria intended to comply with NC" DEN: Administrative Code 15A NCAC 2H.0200 and 15A NCAC 18A
.1969, and NC DE14 Onsite Section Innovative Waste Water System IWWS --2000-2 (Geoflow Sub -Surface Drip System)
and 0renco Advantex IWWS-2004-3.
Until plan acceptance and construction. the drip field site shall be maintained undisturbed. This shall include placement of
sign
s, ribbons and barricades to avoid traffic, storage. or parking in the area. Encroachment by any utility or others is not
permitted,
The Contractor shall be prohibited fron) working while the site is wet, The Contractor shall contact the Engineer prior to
commencement of work after rainfall,
The Engineer or the Soil Scientist has the right to suspend work until soil moisture conditions are favorable to optimal
installation.
The installer shall be knowledgeable of the type of systern to be installed, and shall have prior instruction oil the installation
of the various components of' the system. and shall have the prior approval of the component manufacturers, (Orenco) and
(Geoflow). and the approval of the desi-n enoincer.
Geoflow's Field representative and clesignershall provide written acceptance of the system installation priorto issuance of
operation pennit.
Orenco*s Field Representative arid designer shall provide written acceptance ofthe systent installation priorto issuance of
operation permit,
55cope of the ProLqt: The scope ofthis project is to construct as systern to collect the dornestic waste from the proposed
facility, through a gravity collection systern, The waste will flow to a properly sized two -compartment septic tank. The outlet
at the second compartment of the tank will have a slotted wastewater effluent, f Hter. Front the septic tank the effluent flows to
a textile tnedia pretreatment bio-filter, which treats and recirculates the effluent. Effluent then flows front the bio-fitterto a
dosing tank, and UV disinfection for dosing ofthe drip field, A tinier controlled pump will purrop treated effluent to the drip
field.
The drip dosing system will have solenoid valves, spin clean filter, flow meter, air release valves and other apparatus and
controls to allow the automatic dosme and maintenance of the systeiri,
McLamb Surface Drip Page I November 30. 2007
Union County. NC Revised March 5. 2008

controls will have a 24-hour clack. programmable as de
ock,and cycle counter for each pump. The 'centrals shall
v to be located at a readily accessible location at the resii
e the controller to prevent dosing when rain fall t rnour
e General Conditions of these Duct
le to the nature of work included
Utz.! €✓t —" CZ VV ,
elattsed
Mcl..arnb Surface Grip Pa lge November 30, 2007
Union C"ounm. NC Revised March 5. 200

SECTION III - E ASIS OF DESIGN
DEVELOPMENT DESCRIPTION
McLamb Bedroom Residence
Location
Lot #5 The Farms at Heartwood Subdivision
Waxhaw, Union County, NC
Water Supply
Onsite water well
Sewage Disposal
On -Site. Septic System with (`I ) Recirculating Textile -Media
Filter., UV Disinfection & Surface Drip Irrigation
Application Date
0,43 In/Week
PROJECTED WASTEWATER FLOWS
Proposed Llse
Three Bedroom Residence
Base Uesigtn Flow
360 G/D
DESIGN TOASTS - TREATMENT:SYSTEM
Septic'Tank
1.200 .gal pre -cast concrete w at outlet (Top Seam)
126"L a 60"1R x 48""H (LD.)
Effluent Falter
(1) OS1 4" Biotube Effluent Filter (Septic Tank)
Recirculating Filter
(1) O I Advantex AX20-Media l io-Filter Module w/
Carbon Filter (for Odor Control/Exhaust)
Recirculation Tank
1.200 goal precast concrete pump talk (Top Sean)
126"1, x 60"'W x 48'"H (I, D)
DESIGN BASS - DRIP SYSTEM
Application Rate
0,43 In/Week
Area
9.520 Sy. Ft.-
Drip Dosing; Tank
3.000 gal lire -cast concrete tank (1.800 gal rain storage)
144"Lx72""W x7 "H(I.D.)
2,520 Gal. Effective Storage Volume (7.00 Clans)
Force Mains
3 -- I" Diameter Sch 40 PVC Force: Mains
Scour Return Main
I - 1.25" Diameter Sch 40 PVC Force Main
Drip Lines
Three Tories with a total of 9.520 S , Ft. 4,760 LF of
Geoflow wastefiow PC; per zone, Drip Line: with constant"
flow rate 0.53 c1/H or (0.008833 G/M) pressure
compensating emitters at 2' centers; Install Drip Lines at 2'
centers. Desien Emitter Wetted Area 4.0 Sy. Ft.
Emitters
Toni l 815 Emitters i'r 0.53 G/11 = 7.20 G/M
Zone 2 - 789 Emitters (ia? 0,5 3 G/H = 6.97 G/M
Zone 3 776 Emitters r tl 0,53 G/FF = 6.85 G/M
U
Total - 2.380 Emitters
Elevation of Highest Emitter
569.50 feet
Operating Pressure Range
10 --- 60 PSI
Drip Field Dosing Pump
Zoeller Model 5031-0007 7 4 HP-` 30V-I PH
(13.5 G/M Cir , 18 a. t 6' TD14)
Pressure Regulating Valve
N t f rn Nylon f .25" Diameter Pressure Reducing Valve ,
McLamb Surface Drip
Pa c m November 30, 2007
Union Count'. NC '
w Revised March 5, 2008

caller . Geo-2 pr ;grai
• Pump roan ian
• Punp ruts port
• Elapsed pump',
• Pump C; Cle co
• Zone valve cc
* Filter flush va
h Alarm Feature
• moi lure Sells
• Final input fut
Zone I - 7.20 G
Zone"_' - 67 Cis
Zone ;--6i85Cii
13 6 cnin cone
6 times a day for
tavern- 17th cvc i
Z I - 2 cvcles/da
Z2 - 2 cycles da\
Z') -2 cYcles'da
I" Spirt Filter Gc
(N aaztomatic bac
3/ " Diaitlow tic;
approved equal,
l"roJan LJV Max
Glen Hilton Mini
McLamb Surface Drip Page 4
Union Count,,. NC
r as'Nlffg by Blue White Industries or
D
s nit"!; by Hunter Industries
November 30. 200
Revised March ys; 200

SECTION I' - CQMPQJ jENTS OF SVSTF.N1
*Three Bedroom residence collection system
* 1,200 gallon septic tank (top searn) with slotted filter and access port
*Pretreatment —Cane OSI Adva tee. AX20 Itecirculatin<, Textile -Media `filter containing module with cover
* 1.200 gallon non -baffled precast recirculation tank (top seam)
*3,000 gallon dosing tank (1,800 gallon n minimum for 5 day storage)
*UV Disinfection unit Trojan UV Max Mendel D
*Drip system (force mains, pump. controls. spin clean filter, ureter, valves, shelter, drip lines and apparatus.)
*Bain Sensor
A. 'TREATMENT SYSTEM
1. General Rectuirerit nrs - The Contractor shall furnish. install, test. and place into service and warrant the complete
system. The major system components including septic tank. slotted filter, textile filter, UV disinfection, dosing tank:
with pump, headworks, drip fields s and controls. Accessories shall be supplied by a sin`4le operating entity and shall be
equal to that as specified,
2. Five sets of submittal documents and shop drawings for all mechanical equipment and major materials including piping;
tanks, and all other accessories shall be furnished to the Engineer for approval. No equipment shall be installed priorto
approval by the. Engineer.
3. Precast Structures - General: This section shall apple to the septic tank, pump tank and dosing tank as shown on the
Contract Draw^in4,ts.
4. Approvals: the tank designs shall have been approved by the Division of Environmental Health of NC DENR and shall
have the approval number imprinted on the delivered tank. The tank shall be State Approved and equal to that
manufactured bv'Del linger Precast Company. or Engineer and State approved equal, Openings s or inserts shall be cast in
during manufacture. Concrete shall have a rnimmurn compressive strenath of4 000 psi 'rc 28 days. Shop drawings shall
be submitted to the Engineer for approval, If tanks are to be located in traffic area, then tanks shall be constructed to
meet I1_20 highway loadings. Septic tank and recirculation tank shall be top seam only, Since the dosing tank is so
large., tank shall be 2 piece sectioned.
5. Precast Tank Installation: Installer• shall excavate for and install all precast concrete tanks as per plans. Installer shall
ensure that the tank remains level and true to grade after placement and filling, with water. All precast tanks shall b
tested for water tightness by an approved method such as 24-hour water tightness test with maximum allowable leakage
not to exceed 20 `<aallons per 1000 ygallons of storage per 24 hours. Testing shall begin after- the water level in the tank
has stabilized. Each tank shall be installed in the location and to the elevations shown on the plans. A Ca" undercut shall
be made to allow for washed stone levelin<l course fear the tank to rest on. Contractor to contact; Engineer prior to filling;
with water to schedule water tielft testing.
6. Once testing of the tank has been completed and approved by the Engineer. the tanks shall be backfilled in lifts with
well compacted, debris free earth tort level, which threes surface water away front the tanks.Tank access holes in the
vard shall be installed and grouted watertight anti the earth raked smooth for grassing. All tank lids shall be lockable or
constructed -to pLeverit easy rernoyai. Tank access in traffic area shall be 24" cast iron manhole frame and lid.
7Se` tic� shall consist ofa 1,200 gallon capacity, reinforced, precast concrete tank with Rill baffle and shall have
easy access to each chamber frorn ground level fear checking and pumping, Tank shall be top seam only, The first
chamber of the septic tank shall consist 2/ 1 ter 3,,4 ofthe volume of°the total tank and the baffle shall contain ahorizontal
opening across the tank at about midway its height. 'File PVC outlet tee shall extend one-fourth depth ofliquid level and
contain an effluent filter. Locate the septic tank: at such height as to provide approximately 8" of cover soil overtop of
the tank or as necessary to receive gravity f"lovv from the col lection system, Provide access at each end of the tank.
8. Slotted Effluent Filter: An Orenco i$"I t 41 13iot ibe e:ffluetnt filter shall be installed in the PVC outlet tee. Tire filter
shall be manufactured by OSI and is available tltrc>u.111 AQWA at (888) 552-AQWA
4, Recirculation Tank shall consist of's 1.200 gallon capacity, reinforced„ precast concrete tank without baffle and shall;
have easy access to each chamber front ground level for checking and pumping. Tank shall be top seam only. Locate
the tank at such height as to provide gravity flow from the bottorn of the Advantex Unlit (30.5" H) back into the tank;
riser at the head end of the tank.. Provide access for entry into the tank directly over the inlet and outlet using OSI Risers
and Kids as Manufactured by Carenc o Systems, Inc. including lid. risers. and tank adapters, and extending " above final
grade. Access openings in tank shall be 3tt-inch diameter. Provide access for en r�, into the tank directly over the pump
location. In yard areas, the riser shall extend 0" above final grade. Riser shall be cast in during tankconstruction to
make watertight at the tarok.
McLarnb Surface Drip flaa,e 5 November 30.12007
Limon Coumv. NC" Revised March 5, 2008

3. Prior to actually begin ning construction of the system, verify invert elevations of all tanks. carefit I ly locate. lay out
and identify disposal site, manifolds and the drip piping netwvorks, using a tripod mounted engineer's leveling
instrument to accurateiv, establish each lateral alonla, a level contour. (A Timnimum drip line separation must be
maintained centerline to centerline.)
4. Install drip lines, piping, valves, and headoorks. Ensure good bedding and cover and uniform slope as specified,
All valve boxes shall be flush with the ground and clear of debris.
5. Install septic tank, textile -media filter module. drip dosing tank and UV disinfection at elevation to allow
proper operation. The dosing tank Nvill contain a pump and a pump enabling float switch. a pump disabling
float switch and a high water alarni float switch. The drip -dosing tank, will be set at elevation to receive
gravity from the filtration unit. All components shall be checked and proper flow verified,
6. Perform leak test on tanks as called for herein, Provide riser access as called for
7, Careftiliv backfill tanks and trenches to finish crade with clean debris free earth (no stone).
8, Install pumps. filters. Fittings and floats.
9. Install control system and wire per NC Building, Code and NEC, Contractor shall ver,iN,, available electrical
power before ordering components, Provide and connect to properly sized and number of breakers in the
main panel board,
Final Landscaping: After the system is installed. the following should be checked to ensure that the system will not be
overloaded with excess rainwater and run-off,
(a) The drip field is prepared to shed rainwater and is free of low area.
(c) Curtain drains, grassy swales or ditches for diverting ground and surface water are properly installed.
(d) Gutter and downspout drains are directed awa-,, from the system, Any problems should be corrected before approving
the system and finally, all disturbcd area should be planted Frith grass according tospecifications.
SECTION VI - OPERATING CHECKS AND ADJUSTMENIS S'f �AR T - L�J
The system shall consist of. ( I 1.200-apilon precast baffled septic tank with effluent filter. (1) 1.200 g lion precast non -
,,a
baffled recirculation tank with PUMPS, floats, etc, (1) OSI Advantex AX-20 filter bed unit, (1) UV disinfection assembly.
(1) 3.000 gallon precast non -baffled drip field dosing tank with pump, floats, etc., (3) zone drip field with (1) pump,
controls and other appurtances,
It is the Clients responsibility to ensure that the Conti -actor checks the entire system and takes the system through a
complete test cycle prior to Engineer making certification startup visit. This includes:
• Ensuring that all risers and lids are at erade and readily accessible
• Floats are set at the proper elevetions .s required
• Pumps are operable and delivering the required flow and head
• Panels are in operation and operai,,: as _--alled, R)r herein
• Area around treatment and disposal area are at finished grade. raked fine with seed and straw as called for herein.
• Tanks are filled Nvith water and ready for to sting. Contractor is to dUrniny test entire systern prior to final startup meeting
with Engineer, Owner, LHD and OR(-,
Once all of the items have been cornplewd the Contractor shall run the system throuoh an entire test in the presence ofthe
Owner. Owner's Engineer, Lf I D and 0 RC and to their satisfaction. If the test falls, adJUStolents shall be made and the test
repeated until the system is determined to operate properly.
Se tjc Ensure the tank is free ofall trash and debris, Check water level. pipes and effluent filter, VerfN, that the
12.
effluent filter can be removed for service- Vzrifv that the lids are 6" above Finished grade.
Filter BedDosip
g (ink:
nk: Ensuro the tan� free ol'al! trash and debris, Check water level, pipes, floats, pumps,, and wiring,
Verify that the pumps and floats can be re rnoved for service. Verift that the lids are 6" above finished (Yrade. Verify that
all electrical conduits are sealed with duct seal or approved equal to prevent sewer gases fi-orn reaching control panels and
other electrical cleviccs;,
Advantex Units
Start -Up (Treatment Systern Controlsi
I. Luring tank installation care shouicl be taken to preventforeign inatter/dIebris front entering the tank.
2. System needs to be commissioned prior to start -rap.
A, Check that, the electrical corincetions have, been made inside the control panel and that there is power to the panel.
R See Appendix Bf'or I"l-C (proeraniniable IoLyic controller) Operatint, Instructions prior to turning on the system.
C. Turn control panel power Jiicoincct switch to
McLamb Surface Drip PaLe 1) November 30. 2007
Union Countv. NC Revised March 10. 2008

D. At the control parcel use if
TE T C" (,'LE S
Punt/)
-ontrol screen to set the Pl-C timers to a "test cycle'
TINGS CAN OF
1 rattta 1 rraitr
osilion this floral switch shall create an open circui
tile float :switch shrill ailiov, activation o, the trrnei
,It shall activate the audiufvist
ike sure each float is producin
It hanger is within i " offinis
galled properk. Pull rip each p
tap seal seats hack on the slid
,d c-orrectl\ .
ra.
w1 the puniptsi and tuners to the
6 feet of UV casing
:r prior to polvering up lamps
' as follows:
• Bulb life expectancy ( 10.000 hours I year)
• Do not look at lamps while powered up
Drip Field Dosing Tank: Ensure the tank is free of all trash and debris, Check water level —pipes. floats, pumps. and wiring,
Verif ° that the pumps and floats can be removed for service. Verify that tile lick are 6" above finished trade. Verifv that
all electrical conduits are sealed with duct seal or approved equal to prevent st vver Wgaases frorn rear tinO control panels and
rather electrical devices.
Drip System Qosine F'urnj�r `ointol w `'ccit�c.�t� c�f�s)�� r tion: El fluent fills terror to level that will activate the "Pump
Enabling" float. PUMP can now operate, "!Rile control panel will be set to allow the prescribed pump cycles per day based
on customer sent ng of the pre L,ra mrn lettinter. When [a pump is called for service. and the level in the dosing tank permits,
the zone valve and filter flush valve will open. After an adjustaible titrie. the filter flush valve will close, and the system will
continue to dose the active drip zone f"or the operator 'selectcable time'. if"the tirnerr oCerride Herat is activated. the pump will
be allowed to dose for 8.56 minutes and disable for one !froth. Then the pump will activate again until the water level in
tank reaches formal main.
Dosim Cycle; If the systern is equipped with multiple zones, all zones are closed individually on an alternating basis so than
each field is dosed once ever, other- closing cycle. The appropriate zone valve opens, the pump doses the field for 8.56
minutes and then the zone: valve closes and the pump stops.
After an operator defined number of eycles (field ad'instable prime numbers), the. field flush value and one zone valve will
open for one cycle. At theend of the dose, the Pump stops and the field flush and zone valve; close:` Since the flush cycle is
to be set at an odd intery it (prime number). the next flush c cle will fall on the: opposite zone.
The pump shtil riper t c dvcfmia to timer controlled predetermined dose to the designated drip field. The ptimp shall also
shut off wilen the,,-P w water'` vie r"punlp off" switch is activated,
If the "high watert'al rrtt" fioats�yttcla%is activated, the controller shall activate audible and flashing alarm systems, Once'
energized;', tashniu; and a0dible` alarms unit must be shut-off' manually. After installation, each ; field shall be
independently pressua ize i l ti ,function and operating pressure checked to verify, compliance with the specifications and
required wet :'ted.aaea show 1 prt, e; ``plans. System pressure is to be obtained at the Schrader Valves located at the ends of
the manifolds as sltiaavtt'o''ra'tli }plans: 'rue pressure and flaw reading shall he recorded for comparison with future
readings. The ow=n r/606'ator cannot tell if the system is operating properly unless he has this info.
McLa b Suriacre Drip 1' as er 1(, November 30. 2007
Union Count. NC: ' Revised March 10, 2008

SEEDING SPECIFICATIONS
SLOPES 3A or FLATTER
1. Apply, agricultural lime at the rate of 90 lb/1000 sf,
I Apply 10-10-10 commercial fertilizers at the rate of20 lb/1000 sf
3. Seed in accordance with the following schedule and application rate:
DATE TYPE
PLANTING RATE
Aug 15 -Nov 1 Tall fescue
200 ib/ac or 7 lb/1000 SF
Nov 1 -Mar I* Tall fescue and
200 lb/ac or 7 lb/ 1000 SF
Abruzzi Rye
25 lb/lac or 2 lb/I000 SF
Mar l - Apr 15 Tall Fescue
200 lb/ac or 7 lb/ 1000 S
Apr 15 - Jul 30 Hulled Common or Bermuda
30 lb/ac or I lb/1000 SF
Jul 15-Aug 15 'fall Fescue and
200 lb/ac or 7 lb/1000 SF
Brown ;Millet or
35 lb/ac or f lb/1000 SF
Sorghum -Sudan Hybrids
30 lb/ac or: lb/1000 SF
. Mulch with straw applied at the rate of75-100 lb/1000
sf.
* Heavily mulched during January - March period.
SLOPES GREATER THAN 3:1 TO :1
1. Apply agricultural lime at the rate of 90 lb/1000 sf.
2. Apply 10-10-10 commercial fertilizers at the rate of20 lb/1000 sf.
3. Seed in accordance with the following schedule and application rate.
DATE TYPE
PLANTINGS RATE
Mar 1 -Jun 1 Sericea Lespediza (scarified) &
50 lb/ac or 11 lb/1000 SF-
Mar -Apr Add Tall Fescue or
150 lb/ac or 32 lb/1000 SF
Mar -Jun Add Weeping Lovegrass
5 lb/ac or c lb/1000 SF
Jun -Sep 1** Tall Fescue and
60 Ib/ac or 12 lb/1000 SF
Brown `fop Millet
3 5 lbf ac or f lb/ 1000 SF
Sorghum Sudan Hybrids
30 lb/ac or, In/ SF
Sep - Mar l Sericea Lespedi a
70 lbtac or 1: lb/ 1000 SF
(unhulled-unseari ed
Tall Fescue
150 lb/ac or ')2 lb/1000 S
Mallet or Sudan
20 lb/ac or 2 lb/I 000 SF
** Temporary, -Reseed September 1 at recommended rates.
4. Mulch with 3" straw applied at the rate of 50-90 lb/1000 SF and anchor with asphalt emulsion tack coat applied at
the rate of 3-5 gal/ 1000 SF or 200-300 gal/ac,
McLamb Surface Drip Page l l
November 30, 2007
Union County, N

Residential
Applications n r s & Benefits
Has 5-10 times Easy to clean b
Our patented* 4" Biombe Effluent Filters. Biotube Jr., Biombe Insert more Flaw area simply hosing off
Filters, and Biotube Base Inlet Filters are ideal for residential septic tanks. than other brands, whenever the tank
They prevent large solids from leaving the tank, draniat:ically improving so lasts many , needs pumping
wastewater quality and extending the life of residential drainfields, times longer Removes about
between clean- two-thirds of sus -
ins, increasing pended solids, on
homeowner satis- average, extending
faction drainfeld life
"Bzcatbe Elllcrerac Hite Installs in minutes
a Corrosion -proof
inside new or construction, to
4"Biatube Jr. existing tanks; ensure long life
r4"Biatube cartridge avadable extendable tee
se stately° as Insert Fi1tc r handle for easy
p )
removal
x 0pt*oral iet�ube
`f " Base Inlet Filter l"3ase Inlet Filteret'it1i"e5 Filtering
Y Benefits
r
'I
�.
Alarm available, to Effluent from the�
z .
signal the need for relatively clear zone
t cleaning of the septic tank,
Flow modulating between the scum
a xaarr
b and sludge layers,
discharge on
y
available to limit horizontally enters
IN
r, r� flow rate leaving
the Biotube Effluent
tank, mitigating
Filter. Effluent then
t surges and
enters the annular
increasing space between the
retention time housing and the
Biotubes, utilizing
Custom and the Biotibes' entire
commercial sizes surface for filtering
rrmcoa superior efBcrent diets mist clog �zn,� laetrer Haan all other brands. C trr,stara- � available Particles larder than
and fall -sized 4 "Biotin e Effluent Filter provides maxinnrrn long-terrn protection in a the Biotube"s mesh
cornpleze,package, with housing. Our 4„ biotubeJr, at half the sire of our, standard are prevented from
model has ra ore filtering capacitif than the full-sized filters sold by other manufactuirrs leaving the tank.
For tanks wrr`th existing outlet tees, the jr. Insert Filter is ideai And for tow p rofile
tanks, there s the Base Inlet Filter.
Covered by parent numbers a.492,F35 and 4,439,323
i
To Order
Call your nearest Oren co Systems"', Inc. distributor, For nearest distributor. ca
call Cirenco at 1- Ott-S4 -9 43 or go to www.orenco,com and click on Orenco STStems
"Distributor „7istributor Locator. "
in orporatec
�'-1rar7jj, r,, thr W,,,w th"
E9c�a1.11iu4s 6=G�st.v�acr
APS -Fr-1
Rev. 10 t/i3 w*w,orenco.co,"
€irenco Systems*, Inc. www.vericomm.net

es " Biotube Effluent
filter ( radar Filter
1` - PMA-*
TT I Extendit
I
-Top seal
Iled 1 Air en
I
a F,
:Y NOW
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rd options:
Y
1
ti
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f
i
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4
i
Y
E
i
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d options (e.g,. N �
F
n Carolina regions)
attached
t plate installed
1
[i
000
housing ..--.-- U
Tank wall
bdlkt tr}
f8" filtration
filter series
t
t (cartridge only)
Igor custornized options (e.g.. NC
iiStritutecl: By
North Carolina regions)
W = fits 3034 outlet pipe
S = fits schedule 40 outlet pipe
i
artridge height (inches)
ates filter diameter (inches)
j
filtration
/8" filtration
I
Filter series

CS
4
11
otu b e Eff I u e nt F"I Ite r re"40 Systems
Rim
'
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1111 111 IN I I ''I ------ 1.00 .3 8-
1 stafflationmadd*MFAogoawinstructions
Biotube Effluent Filters* extend drainfield life by prevent-
ing solids from leaving the septic tank, Our 4" filter cones
in its own housing, in both 3 " and 26" lengths. Our 16" Jr,
insert filter comes with or without its own housing:
Biotube Effluent Filters install in minutes, inside new or
existing tanks.
4" Biotube 4" Biotube Jr
Vfrluent fitter Effluent Fitted
.ft
3 s
Step 1; Test -Fit the Effluent Filter I i
--' Access Top seal
the effluent on il septic tank' outlet pipe
plate
without gluing. Make sure it fits plumb. Install assembly Handle - ! :° — Tank wall - clearance
s snug as possible to the tank wall, but ensure
suff cient clearance for removing filter cartridge, rile
cartridge
Biotube'
Effluent
Filter , Outlet
pipe
x f
t
The Biotube Effluent Filter, with its housing, is suspended in the
septic tank, supported by the 4" nutlet pipe.
*Protected by M& Patent 4"s 5,492,635 and 4,439, tllrtl-Fr FT i
Rev. 2.2, IM
Page t of 4

lafion Instructions (continued)
ttahing Filter to Tank
iment methods can be used:
Fsn fi�4nr nwtfn thn #n ryL nrtln# aira >* � 5
appropriate primer and glue.`'
2) A stainless steel set screw can be used to `*
secure the Filter instead of glue.
This illustration shows the gluing technique
filter into a new septic tank.Installing a filtea
tank is a custom, site -specific job.
Up 3: Extending Cartridge Handle
�}
or easier access when servicing, the cartridge Tee handle - -- --
anrlla mav he Pxtpnrind ttsinn a lnnnnr Innnth of R14" _....

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High Water Alarm
Override Timer
Surge
Volume
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Flo t pc itior�
7402 orenco Systems, Inc.
Information subject to -change without notice

put should illuminate,
contact is on.
,rage of the pump.
t activatetocacavate me pump.
of icient effluent is required. If
n the the pump circuit
a Test
re -Silence" button 15 times within
5tructs the panel to call the
IM.
kctivity" component) should illu-
the controller has established co
Est. may e a few minutes.)
on session has ended, the modem
o ` ect.
untinate wiffiinthe specified time,
ne has a dial tone. This can be done
to the line that is going into the
ode optional
disable Test Mode and return to
inute. To disable Test Mode
-To-Silence" button on the front
alarm sounds (approximately 1
[ input should be illuminated when
Button. is held ' .
a sounds to indicate that the panel
ode, release the button.
0200
Information subject to
2 Orono# Systems' Inc.
ohange without notice

ms
Installation Guide."AdvanTexII-AX Treatment Syste :J1
Appendix 1: Timer s Worksheet
T ` ical timer settings for startup are calculated based are the following criteria:
Recirculation tics 4 to 1 (based can actual daily flow)
Ouse Frequency 72 to 300 cycles per Clay
Cycle Time 5 to 20 minutes
Recirculation Pump tee 15 1 ); 3 0
,Timer "On" Time 30 seconds
Timer "Off" Time e Cycle Time - Timer "On"
Override Timer "On"'Tirne e as Timer "'On"
Override Timer "Cuff`" Ti 1/2 Timer "Off"
These values are intended to help date ' zne appropriate startupsettings.. s experience with a system is gained, adjust-
ments may e required, sometimes significant ones.
These ow rate values are based on a residual operating head of"approximately ''.
Example: Single family residence with an AX20 and an expected actual average daily flow of 250 gallons
Recirculation Ratio x D5ti' Pd 1,t1C1f1 alloy
MM
Pump Run Time/day 1,CiC 1/ci f 3(3 pm 33 1/3
Timer "On"((see/cycle) 33 1/3 c��* � / 7 cycles
Timer "Off"/cycle €1 3Ci sec 1 : 3ti} s cycle
Override Timer "On"'
Override Timer "Off"
3 Typical actual water usage as 50 to 60 gallons per person per day.
Nate: Default setting be 30 see "on,"19 in. 30 see "off."Timer settings may be adjusted as
necessary to suit any application or user..
2002€arence systems, Inc.
information subject to change witbout notice MAMMA
Rev 4L 09/M

2042Oreaco systems° lot, � at
Information subject to change without notice 112i.

'day :�9'e, a, �
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NORM CAROLV4ADEPARTMENT
CONTROLLED DEMONSTRATION
WASTEWATERS
E--► NS N N : S- 0- Z
ISMCagle, Business Development Manager
Orenco Systems, Inc.
814 Airwny Avenue
Sutherlin, Oregon 9747
Te1r 1-8-348-9843; Fax: [phone]g
http-://www.orenco.com
F AdvaffTreatmetit System
APPROVAL DATE: November 1, 2002
1n accordance with GeneralStatute 13OA-343 as amended by Session Caw -505 (House Bill
1019), a proposal by Orenco Systems, Inc., for of subsurface was ter systems utilizing the
AdvanTex systems have been reviewed, and systems have been. found to meet the standards of a
controlled demonsbadon system n all of the following iticr r
A. GENERAL
Scope of this Controlled Demonstration
a,. Two performance standards for advanced onmre pretreatment systeriL
. Use, design and coastuction requirements for the specified models of AdvanTex pretreatment
systems-
c. Sizing d siting i s for AdvanTex pretreatment systems and face
wastewater Systems that meet these
1111f2i2
Page T of 1

be ` et
toposal for evaluation of this Controlled Demonstration, system
xordance with the tollo ters:
Table l
Lient Characteristics, O' AdvanTex Treatment Sys
Average Weekly Peak Rarely Exceeds
1119/1 l
eel 'cal Oxygen l } 300
Demand B IB)
Octal Suspended 40 60 150
Solids
TSS
Total Kjeldahl65 75 150
Nitrogen
T
CA -ease Plus Oil 20 25 25
Iinity CaCQ3) i t)
re influent numbers are representative of septic tank effluaw purnped turough a Motubeo Pump Vault out of
!van'lvanTcx Twatmmt System procening tanL
In addition any site uW=g these m ity to pe&rmthe proper
mmunt of nitrification when, nittt perfortnance standard TS I and TS II must be met
The `influent also shall, not lave a ply, or toxins that inhibit micibbbl,'
is `initially limited " to 30 -Il systerns at Roserriont Subdivision, and
l} -I s;ysterns at other locations the state with design flows of up to 720 D gallons per
Jay.
1i111Ut#2
Page 2 of 18

. Use of AdvanTex pretreatment systems that have a design flow exceeding g o per dad
nay be permitted after approval by on acase-bybasis in accordariccwith the
Large Systems State Review/Approval Process (Rule I5A: NCAC 19A.1939).
.`ADVANCED TRENTM[ENTE S -f AND TS-H)
l Treatment Standard I (TS-i). Tertiary treatment without nitrogen reduction.
Pretreatment -I am designeA installed and operated to meet the following
a. Caibonaceous Biochemical Oxygen en Demand, 5- (4 COD <15
b To,.al suspended li 5 ' .
. nia- ` lQ '
d. Fecal coliforinterra densities < 10,000 colonies/JOG
Standards are arithmetict is a geometric
2. Treatment Standard, d Ii (TS-4. Tertiary . t reduction.
Prereatment systems Meeting T'S-11 are designed, installed and Terzted to meet the following
a. Calb0nace0us Biochemical oxygen d, 5-day (CBO ,5) <15
b; Total suspended l < 15
c. "a-tu ` Ci
d. Eithera / reduction of total , en (Total 1(jeldahl Nitrogen + N) concentration
in the wastewater or a total nitrogen ouncentration in the treated effluent < l a
e. Fecal coWrm bacteria` `es < tocolomeallooml
arithmeticStandards are rs, e col fo i a ged tric mean
C. SrMG CRITFRIIA
APprovedControlledDemonstration Systems be ed On sites t are suitable for
conventional ter system and that have a repar area of suflicierit size t ► allow . mstallation of a
conventional wastewarapproved innovative wastewater systmi, or an accepted
wastewater system if the controlled dentonsuation wastewater system fluls to Perform
properly All
be
1/1t2 02
Page 3 of 19

Ground absoiption system receiving effluent from approved AdvanTex IS-1 or TS-11 Pretreatment
Systems nay be also be used on sites classified as Provisionally Suitable for conventional, modified,
alternative or innovative sysittris, in accordance with 15A NCAC 18A .1900 et seq. The following
moffications w siting criteria, vertical or horizontal separation distance requirements shall be acceptable:
1. Minimum initial vertical sepwaturn siting criteria and rnirtim-um vertical separation distances far trench
bottorns specified in Rules .1955 (mj .1956, and .195 7 may be reduced for systems with design
flows of up to 720 gallons per day as follows:
- by a maxmimm, of 25 percent for gravity dosed drainfieI4 and
- by
a in .amaximum, f -�M t for pressure dosed drainfields (LPP or DRIP distribution),
when all of the following conditions are met.-
builwX tv Lu'r, UI Uny uustuwulc Sun nonzon,
from any other it wetness condition when a TS-11 system is used.
c. the site shall be evaluated by a Licensed Soil Scientist (see Section H, below), and
d- with the exception oftiorizontal selback reductions from Drainage Systems, no other reductions
in horizontal setbacks or increases in Long Term Acceptance Rates, as provided for in
Sections C.4 and DI, below, &hall be used when any reductions in, initial vertical separation siting
cnteria or trench bottom vertical sqya-auon distances are utilized,
2. Drainage Systems: When a AdvanTex TS-1 orTS-11 Prouratment System is to be utilized for systems
with design flaws of up to 720 gallons per day; drainage may by used on sites with Group In Soil
Texture, and soils with Provisionally Suitable (or Suitable) structure are allowed within the vertical
separation zone A groundwater lowering system may also be used to meet the siting critem or
vertical separation requimments for soil wetness conditions for fill systems q=&ed in Rule
.1957(bXl), provided the conditions off. LA. are met Site evaluatimby a Licensed Soil Scientist
shall be required, and the drainage systam shall be designed by a person with demonstrated
knowledge of drainage systems (see Section H, below)
Page 4 of 18

Sy .ATexTS-lor TS-UPretreatmentS is to be ufifized for systerns
with d of up to 720 gallonsper day, saprolite with sandy clay l y be usecl.
e mudmuni LTAR for sandy clay l texture shall be 0.2 WW for conventional
trenches d 0.10 R2 forLPP trenches. Nitrification, trenches in polite maybe installed up to
five feet deep. Site evaluation by s Licensed Sail Scientist or Professional Geologistshall be required
Section, E below).
. Nfinanurn horizontal setbacks shall be as specified in e . 1950, except as provided form Table l
for `th a design flow of up to 720 gallons per
Table 2
Minimum horizontal for ground absorption systems
AdvanTex TS4 or - t S e used*
band p'ea a or n t 7en
R es
ri t ter sn ce IQtk 7t1 5tt
An iblic r so 1 1 100
s cl ' d S-�I lilt ' so
Wal ' ed as S»A 100 0 5
Other a 50 3-5 25
Any other stream, 'can marshor other s ice 50 35 25
waters
Any Class I or Class TY reservoir 100 70 50
e nt sto ter retention od 50 35 25
other lake or pond 50 35 25
Ak building, foundation 5 5 5
An basement 15 15 15
fine 10 10 10
Tole of slope of embankments or cuts of 2 feet or 15 15 1
more vertical he° t
ter fine 10 10 10
% slo a In ` for drains 10
Sidesto erc for d 15 1Cl 10
Igo c, ate for 25 2£l 15
Ground 5 20 15
s l 15 15 15
Any other cation eld cc t re 2 I () l t}
' - Notv. With the exception of the Drainage Systems horizontal setback reductions, the reductions
horizontal setbacks in Table 1, above, shall not be allowed vvken reductions in initial conditions or
vertical separation distances are used accordance it% Section CIL, above, or when any increase "
Long Term Acceptance t (LTAR) is used in accordance Wth Section D2, below. These reductions
also do not apply to systems a design now in excess of 1000 gallons per day.
1t/l/2l 2
Page 5 of 18

5. Bed systems may be used.
-RMRIA
stem smng critem shall be based upon the Long Term Acmptance, Rate (LTAR) specified in
PmPriato Portion of the Rtdes fbr the type of ground absorption system to be usecL
'AR may be incrmised up to a factor of two when all of the following condluons are met
tial vertical separation siting critcria or vertical septration, distances for trench bottom specified
Rules.1955(m), .1956 or.1957 have not been reduced,
IdY clay loam saprolite is not proposed to be used,
azontal, sTar,#jon distances specified m Rule. 1950 have not been reduced, and
systems to be installed in filL a presstue dosed drainfield (LPP or DRIP distnibution) is to be
11/1/2002
Page 6 of 18

used.
e. for systems to be installed on sites with Group IIl or IV soils within three, feet of the trench
bottom or on sites requiring drainage of Group H or Ill soils, the site has been evaluatedby a
Licensed Sail ScientistSection H, below
for any systern larger than 1000 gallonsper day, the site shall be evaluated by a Licensed sail
Scientist e Section II, low)
I For ground absorption systems utilizing graveless or othertn=ofolufficationes
separately accordance Res .1956 or . 1969, no reductions footage of
nitrification trench or system area shall be applied when the LTAP, has been increased `in accordance
with section 1 :2, above.
. For bed &vosal to ` , the number of re feet of determined ,
.dividing systems,
age flow by the LTAR may be reduced by up to 25 percent; as long
as horizontal separation distances specified in e .1950 et j. However,
no
such reduction in bottomb allowed for sal h 'od
TD.Lc, above), Bed systems ituder this approval shall have distribution lines at least 18 inches from
the bed border and shall have either low presstxre pipe (Lt~P) fines on three-foot centers or drip
irrigation on two -foot centers.
E. DESIGN CRITERU
I. The system consists ofaseptic tank arecirculation ftnk AdvanTex fixed- "n s d an
LJltraV101et Dislnfxt'Ou Unit t A is carrople drawings of unit"
a. The septic tanks shall be ved specifically for the use with AdvanTexd
have the following minimum liquid te; four act - 1000 gallon, five bedroom —
1500 gallon, six bedrooms — 2000 gallon.of this approvaL thew haveaninlet
sanitary outlet effluent filter.
b. The rectroulation, tank will containe recirculating sp " r valve and the Blorobe s=ened pump
vault The rectruWation tanks, shall b state -approved spwifically for use with the AdvanTex
system have a l it. As part of this approval, this tank will e an inlet
sanitarY tee. The four bedroom systems shall use a P30 05 pump, and five and sioic bedroom
systems shall e a P50 05 pump.
1 Il1122
Page 7 of IS

81 jo 8 02ed
xca00%mqns/o=j= IUQAQdn pmmol oq llqs pue (u) '0961 * OPIX
jo wouawmba 31--Aqos p4umuoq alt ipuA 2ouuqdmoo m pmrool oq RvW mmsgs xgL=VV zqL
=Is& uoq&osqe punoa p-,nmoom pue mcqsXS 4umrMmj,
XOJ,UP-APV OIPJO uomn*uw -Imuut&q m -ioud p tpft*tf MDJ PUU'JOffWW POU4=
oou-vo 'iou'glsip umls& o# Sq popuaw oq (n p=d)w oq Uqs =Umojuoo uoqaa4==d V
sawaG330'aa D'aLm GKV NOLIVTIVIS
`JOQUOU9 Muotss4oaa mqono qlioNe io joug!s*p Po'j!wo'mj twaiggs oouojo lakq potrg!sop gq
UMI�'XIUO'MMMM'ftM-'=nOPI()JI(OPI--dSUOUaOZLOI(hlS&OUIOJPZUSISOPSU=V& XZI'LMAPV'
T=nbw oq Am MM MOJOU(* PUO'4q)PB pug '01cp IOM)W q2q4
VOPjAoidoqjpm
NO
M t# I t 01.
Ml a

. All AdvanTex systenis shall be "installed accordingto directlonsprovided inthe -higrallation
d using tankage and "instructions found on Orenco Systems, Inc. CADD drawings of
each *�ftrn. Additionally, all AdvanTex systems and components used with, but not
manufactured by Orenco Systems, Inc., shall be installed in o ce with all applicable
regulations ainstructions,
" All con4mmes insta]hng AdvanTex systems be in poss=on of all necessW permits d
licenses before attempting any portion of an installation.
5. Watertightness of the tanks and any dosing tariks shah be demonstuted by a 24-hour lealmge test
conducted at the installation site. A water level change of D2 inch or niore over 24 hours, or
visual observation of leakage shall be cause for 1hilure of the watertightness tesL
. The Otunco Systems, Inc. certified systern, operator shall commission e AdvanTex unit for each
7. Specified site preparation steps and construchou specIfications for the groundabsorption system
strictlyshall be adhered to, includingof trenches in relation to site'
conditions.
s Each Advantex Control Panel shall, have a label as shown in Attachment .
9. "or to operation permat issuance, the local health department shall inspect the foilo
• The health department shall observe the watertightness Usting.
• The health department staff shall press the s h to Silence' button for 1.5 seconds to enable
test mode Then the health ep era: shall test the pump float alarm, and unplug the UV
system to ensure the alarm functions,
• Record the pump modeL
• Check to ensure the outlet vent is 'installed.
• Check the pressure head on the pod wastewater distribution
• Check to ensure there is no jumper on the electrical control pawl connecting ;the alarm and
control circuit
• Check that the riser hatchm have taruperproofbolts, and riser lock ri.
G. OPERATION, MAUNTENANCE AND TESTING
I:See operation & Maintenance Manual Ad Tex Trealinent Systems, Rev. 2.0 102
2. All Orenco AdvanTex Treatment Syft= require operarion and Maiat==. An
operation and maintenance agr=mnt with an NC certified operator . must be in
P This operator t also be authorized by Orenco Systems,Inc. to operate the
A v ` Tex Treatment ysto
11/112002
Page 9 of 18

___ ..._...�__.....,......... .�,,..,,...�..... t,.,a..:.,..R. v.ti..:m - ..c . va,s, soar L" cau t#FG4IM
mufacing the effluent, and a sample of AdvanTex Treatment Sysb= effluent li ' from the
sampling point bD check fear effluent clarity d odor.
t twice Per Year the ORC shall, at a rninitn=4 measured report to the health departinent
sludge and scum, levels in the septic tank
sludge level and grease presence in the pump twk
field pump delivery d ` , and
drainfield dosing volume and measure `or calcubite, average pump run nine.
O R.0 shall also conduct other 'adifftional observations, nts, monitoring, and
itenance activities as q=ifiedin the Operation Permit and as recommendedby the manufacturer.
ent Sampling and Test Protocol:
Tex Treatment System effluent samples shall be ll by the ORC. These samples shall
ken every three monthsfor at least an I 8-month ~period or until Innovative Approval for the
in is granted by the State, in which case sampling for th shall follow the Innovative
oval rNgirements After the `initial 18 monthperiod, the ntC=arY MOMtDrMg
envy shalt be evaluated by the State.
11f1 J2002
Pane 10 of 18

a. Samples shall be collectedfrom a tap on the drainfield, fo . `wi (priorto spin filters). The saniule
shall not commence of least 30 seconds of continuous discharge through the sample tap has
been completed.
b An Orenco, representative and a DENR Authorized Site Was ` t shall supervise
at least the initial
e. effluent CBOD5, S, -N, TKN, NC? fecal
coliforar bacteria on a T=terly basis. rysterns, shall be tested for NOx-N on a monthly
basis using an in field Hach type testaig kit
d. Reporting shall be done quarterly (April l `, July 11, October V% January lftfor all data..
e. AJI samples shall be obtained,preserved, and anabrzed in accordance with 40 CFR 136. A
state certified wastewater laboratory shall awlY= SaMPlesfor the teatment perfomiance
specifiedstandards in Section E.
f When samplesdo not meet treatment standards speelfied in Sectlon l3, the system, shall be
re led two inore times within the next 60 dayslei odllected no 1'
hours e average performance shall then be calculated as the arithmeticmean
(geometric for fecal colifornis)of results from the three sample& System maintenanceor
requiredrepair shall be whenever the average systern, perfomiance, as calculated above does
not meet the applicable treatment standards specified in Section E.
All samplesmustbeW= usingthe USEPA's GOOd LabOratDrYbees standards (40 C FR
1. All samplesbe analyzed a state q laboratory, d
complete ° < of must be maintained.
'
IL All samples must be preserved, transported and tested while strictly adhering to USEpA
roved "Standard Methodsfor the Exanination of Water and Wastewaree,, ApHA, l `h
0& in addition, regardless of UwxVm timc, all CBOD samples must submerged `in water
"with a temper - C _ unniediately, and all nitrogen samples must muediately be
preserved with enough e acid (112SO4 ) to reduce the pH to 4 standard units or less.
Special care to prevent contamination for samples collectedfor fecal analysis shall b
practiced.
f All costs of sampling during the initial l g-roonth moutinfing, peilod shall be the revonsibility of
Orenco Systems, Inc.
It/l/2002
Page 11 of I

iotification and Perfornmee of Maintenance and Repairs
LIFUNME
Page 12 of 18

b. Reporting. On a Serni-Annual Basis, Orenco Sysicnis, Inc. shall provide a report to the local
health department and the Onsite Wastewater Section of effluent data and operator report for
each system installed 'm Northder this Controlled Demonstration Approval. Tim
report shall be in electroniclorruat and maY be Published on Site Wastewater Sections
websuewithout confidentialitY. The contents of this report shall not be altered from the original
document without approval frorra Orenco S c. Inc.
RESPONSIBILMES AND PERMTIINGS
1. ;Friar to the installation of AdvanTex Treatment System at a site, the owner or agent shall
e local health department,of irp e ofsticha e local health department
shall isane an ve t Permit Or AuthOr2211011 to Constnict or amend a previously `issued
Improvement Permit or Authorization to Construct allowmgfor the use Of Up to 80 of the proposed
C:on lied D--M0nsft2tt0n, Systems upon of this Approval and an tither
aPPlicable rules shall be niet Use of the proposed Controlled Demonstration System and ;
ny
conditions ll be described in the Improvernent Permit andAuthorization to Construct or amended
Inifiroverhent Permit and Authorization to C}o e well 'bed on the Operabon Permit to
be issued n theacceptable l can of on. NOtification of the issuance of
PerinitslAuthorizations by the local heaft department pursuant to this Controlled
Demonstratican APPrOVW shall be submitted to the -Site Wastewater Section.
Prior to the issuance ofthelinprovemeut Permit, the shall b by a Licensed Soil
Sci followingconditionsapplicable:
a., "initial
. `cal selwation situig criteria or vertical separation distances for trench bottom
Proposed to be reduced in accordance with Section C:.l, ire, .
b, drainage is Proposed for Group III soils or a groundwater lowernig system is proposed to
be
used in coryunction with a system, (the filldrainage system Shan be designed by someone it
demonstrated knowledge of drainage to
c.sandy clay loam ttxtum saprolite isproposedto beused(this evaluation cOuldbe performed by a
1'roic-23Sional Geologist instead of Licensed soil Scientist), or
d_the LTAR is Proposed to be increased on sfts with GrOuP IIIOr i V soils within 3 feet of the
trencho or on sites h of Group II or Eg soils is proposed, in accordance
with Section i . , above,
Where required, the Li Soil Scientist(ear Professional l a appropriate),
shall
conduct a detailed assessment of the sift conditions andprovidetothe local health department a
sealed report that includes:
1/1/2002
Pare 13 of 1

a- detailed descriptions "landscape Position and soil morphological conditions to a demh ofat least
three t below the trewh bottom in the drainfield and Mar
b. field estimates, of the depth and thickness ofthe 'leastpermeable hca
e. recommended depth for placement of the trench bottoms and the recommended LT
d. a hydraulic assessnient, based on sue-speo&c information,`ti ' g the projected
effectiveness systan perfommee This shall include documentation t1rat indicatesthe trvated
sewage effluent at the proposed LTAR will notdischarge, to the sur&ce crfthe ground within or
adjacent to the drainfield when the system, is 'installed and ONMIed within design tern'and
justification for any proposed drainage systems, and
e. ca rsi is for `on, siteprep;iration, modifications d
final landscaping.
The local health department may request the assistance of their Regional Stan Scientist in evaluating
this report prior to Improvement Permit 4- Design "
"b` 'ty� prior to the k%Mucc, of an Authorization tca Construct for a Orenco, Systems,
Inc. AdvanTex Treatment nt a submission prq=d by a Orenco Systents, Inc. certified
designer Or North io a Liomsed Sean Scientist, as applicable, shall
be submitted for review and approvalby the local health department, Approval shall be contingent
upon the following-
a- SiW-SPCcIfic design for the Pretreatmut System including'e "t th approved
disinfectiontankage UV syling point
b. Site -specific sails report is provided as applicable.
c. e field dosing tank and dramfield layout may be completed, by either the local health
department or the CertifiedDesignevT'rofessional, Engineer.
It is recommended dW local authorizedn health practitioners attend a designng
session off-ered, by the manufacturer prior to permitting the system Also, of the request of the local
health departatent, your'ea tine
1111/200
Page 14 of 1

. The Orenco Systerns, Inc authorized installer in wntog dig the *,stem was mstaUed in
accordance with the approved design prior to Operation Pennit issuance. A professional engineer
must cerfafy in writing that a system to be designed by an engineer ed in
accordance th the approvedapprovedplans, and specifications prier to Operation "can Permit . issuance :l?orsite
required to be evaluated by a Licensed Soil Scientist or Professional Geologist (see Section 1. ,
above), the health department mity specify as d condition on the Improvement Permit d
Authorization`' to ConstructLicensed Soil Scientist or . Professional'to , critical
phases of the &ainfield iristallation and certify in writing that the installation an accordance with
their %fied sitelinstallation'requirements prior to the Operation Permit issuance
7. the operator shall bepresent during `"initial= a ORC mustbe cernfied both as
a NC Subsurface Opemtor and Orenco, Systems, Ine.cape r
. On a sem'- County Wastewater, shall provide a rqmft to the local health department
and e Onsite Wastewater Section of effluent data and operator reports for eachA "t"e system
installed in North Camlina under thisControlled Demonstration AppmvaL
'Mese reports shall provide 'informaiion to the Department based upon the morutoring data and
Observations e from the Controlled Demonstration systems installed pursuant to this
ApprovaL This should include assessment ofsystem performance in relation to the established
treatment perfotrnance a» ent ofphysical d chemical `cal � "es € f the
materials ud to construct the c in terms of strength, durability, and chemical to
loads and conditionsexperienced, recommended of applicability forthe air , d any
conditions and limitations related to the use of the system
Approved By.4 " , Si d b L° S can Rio i
ttff202
Page 15 of 18

7jL
TI
sera r er; !m.' ASIA WIS t arip
,r ..
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3 $($(
it
10 GPM Models 19 GPM Models a`
PUMP PERFORMANCE CURVE PUMP PERFORMANCE CURVE
10 GPM 11 GPM
1 114' NPT DISCHARGE I Y4" NFT DISCHARGE
r20 ADD s t ( `. 280 t
1 42.z -f( 314 nF. i. STAGEI ' € t4t1 i HP • 9 STAGE r
4
314 HP
104
3E 1 320 l -a--. -�--- ;: 7.i _. 7 STAGEI 4V '
64
_.. ___ _ ram,
72 240 - w 45
5 xot SrcMv.nSTac�F: 1 40 }. i2Q l2NP _
7
ES32 5 STAGE
24 &6
is
AD-
5 t6... 15 20 25 30 �
` r e GALLONS ,
"�ALUIas - LITERS >
_......_...�.�_. �._,,,........ t. D 20 60 80 it3E
U7ER5 C E 16 24 3 4C C �se E 1,
;.. 14 PER MINUTE (; .
: FLOW PER MINUTE
015413 015414 `
Part Number H P Voltage Phase Amps Stages Height
Part Number : H P Voltage Phase Amps Stages Height
i 030 OOa 1(2 115 1 12.0 8 22-318" Q31.0 0 1,'2 t1,xi t .: 32.C' 5 'I-15f18"' i l
Sf132LOO 6 112 230 1 8.0 8 22-318 5t71.04{7C 2F° 230 1 6E a 29-t5Pb'
503CwCK 07 112 115 12 L 8 24w118
SC130QQ03 i12 23Q 1 &:0 6 24.10" 903f-000 3f4 230 1 8.Q 5-1116' ;
5 3G (00a 1 230 80 12 28.r'18 5€31•0008 23
9,3 9 nab.1 /8'" i
t
i
27 GPM Models j 35 GPIVI Model
Ell
PUMA PERFORMANOE CURVE " ! PUMP PERFORMANCE; CURVE
. ; 27 GPM
1 VA' NOT DISCHARGE c 35 GPM
I ISO
HP, inan D ;
2" NPT DISCHARGE
t
i isri
1. 140 i HP .4 STAGE
4e
� I TtiO 55TACw.E
t 54y 18tl 3A HP . 3 STAGE
' r a
48 100,
24 0 IP HP-2 STAGE
H aw1 W 14P.4 STAG
1aa --I
1F"
1,
s l 26
w.
i Sxn i5 2a. zs A? q GALLONS �>
LONSF
»--e`»'--`-- C I LAmn 6 µ 2 ao o NCB iit26 ...fd6 C2Tc�R.., 0 AL $i; ,24 10"tk ZCI; } G
FI,aW PER M(Nt7rE I FLOW PER MINUTE
01 rp45 O15044
Part Number H P Volta 7e Phase Amps Stages NBrght Part Number t4 P Voltags Phase Amps Stages Height
502-0005 112 115 1 12.0 4 21-1f8` 5033-Ck�QS 9r'°" i 5 12,0 2 10-715"
5032- 1t2 230 1 6,0 4 21-118' 5€33<0006 12 230 1 5.0 2 19-711e"
5032-0007 314 230 8.0 Do 24.5f16" 5033-0007 3r14 230 S.0 24-3ttt'"
6032-0008 1 230 9.8 7 5.7t15° 5093 Qt ?6 230 i 9,8 4 24-15146"
0 2-OON, 1-112" 230, 1 131 10 31-713" SQ310009 1.112 2W, 1 131 29.15116 j
_,.. �.� _m._
Copyright 2007 Zoeller Co All rights reserved

The
pa)
,rn r
ROJAN MAX
'I't take safe drinking
:r for granted.
aa_'rroJ=fl ;Vlaa'* diMnfecfion Systera and you
gee' haNT to be conc`nedl)ou thog i
)rpanisms, u ch .v Evoll,, 0:yptasporklium,
rdia Using uitra riaalet ((T) light, the
�}
' Mxx7mrend rsrttica�ctr�arai�rarsrrraaa #
r...
^ oducc. "3 he exult Safe drioldrig Nvater.
UNIN1.1XI incorporates the most adv-anced
!sal t tcclatrcrlo y, ensuring that you get a robust,
fe i've, and efficient solution to yotir
,Won needs, Add its convenience ;and safety,
utatxaii lvl,tt �'truly represents the way ofthe
for residembatl water dasinfaw timiw
a )a�alTVMxx 1 conic* with aa., full five year warranty
�
rrtarw5wturar'a, defe rs or, the ierater chamber,
supply and all el&tris aal cnrraponants, aas Weli as
year gua rwiteeon I amps and OV intensity
a S,
irpassed features
I -output tamps:
New power supply technology:
ce the space requirements of yOUr Li ' system
The electronic power supply acoirately xtaMaWns laitip
,reatly simplify installation,
intensity during powor fluctuations, kttin ontsna oie
dsinfa~taraa
oed time motor:
natically r at ind yort when it is time to replace
Automatic titer shut-off ve capabilities:
nip each year. easuring disidoction,
Control path .ls include airy contacts which permit the
option of artAciiing an atrt r ratsc rlaaat-gaff VaIVC ray
- -t * rt UV intensity monitor.
preventnatreatcd water frorn flowing inn the horne
i h an audible and visual ,darm, the monitor
distribution system.
,eta in real time that the UV' light intemity is
we to provide the full letlud exposure required,
a aeft, nola4 rmaetY ;Mallgfattd v#r*w,
Lem 'I'PE
FiPS6 OCAMO&n�

TROJAN MAX"' Specification Sheet
TROJANUVMAX"" MODEL:
A
B
C
E
F
FLOC RATES'
<1-3 GPM
2-6 GPM
5-14 GPK4
5-14 GPM
8-28 CIPM
13AI GPM
<4-11 LPM
7-19 LPM
19-53 LPM
19-t6 LPM
30-106 LPM
48-178 LPM
ELECTRICAL
120Vffi()4Z
S0140V
'90-140V
W-265V
90-12,65V
00--2651t
230VI501-11?.
190-265V
lqo�26v
50MOHZ
60160HZ
60160HZ
6016CHz
6016OHz
25 W
27 W
431
431€
67W
102 W
DIVENSIONS
Uamber Assembly
15 5" x 15"
13,V X 3,5"
19,6, X 3.6,
19, 5' X 3, V,
21)" X 3 U,
43,5" x
39 X Ucm
34 X 9cril
49, 5 x 9cm
49, 5 x gem
73,6 x 9cm
llax9crn
Larnp/Sleeve Length
1Z*
9,15*1
16,
161
265`
39.75"
30cm
26cm
40-5crn
40,5cm
65,0M
100.6cm
Con,tral Module
20' x 3.3" x 2,&'
6" x *'x 2. 5"
6" x 4" x 2.6'
9Y5"x6"Y2,6`
q,75" x 6" x 2,5'
9.75" x 6� x 2.511
7 x 8 x 6orn
15 Y, 10 X 60m
16 x to X 6cm
26 x 15 x 6cm
25 x 15 x 6=
25X15X60M
Max Operating Pressure
125ps!
'125psi
125psi
125pti
125psi
125psi
AudibleNisual Lamp Failure Alarm
Alarm Reset
Elapsed Time Meter
Dry Contact"
Lamp Replacement Reminder
UV Intensfty Monitor
0 Plus
E Plus
F Plus
Water Chamber Material
3043S
3046S
304SS
304$S
EIKI(opolished Exterior
V,
lollet)cutlat
315"'FNPT
34" NFIT
314" NPT
314- _NPT
A" NPT
V NPT
See sizing charts for de(aft. to rates shown are at 65% UVV
Remote optfons cord needed for solenoid valve or remote alb nn connection
June 6,2,00 t

Product Specifications
NODEL A a
sr=t c r mr > Mv
LPM arWOLAW 4#4161PO
Au,Iitrltftlytl.,r a;v<fr "
Fa4we AlAYffi
tlaps,ed T rat motel
Imult iSt^Cl1, Cra^nr+ad # mrode::
Bet Irproh1hr'd ExIL*rtc
I f!rnel4' 0000ft UP4
o fit ? CtPOIInA opts nai 6SWnUVM* Y
+.KiIC£#L+4.(;;hw-011 ae>F11'j** '"``
D(winr"t OfAkti 000,101 0C
ev"arrr t.:nmber Mutt+tz s; 30't S 304 S" .304 sS
31}u 4 316 S;16 %S
fttkwi333 a 343* ;NP'T 3141 N111` 4' NrT
vw4 t 1r « Ni ,- 1 < NPI
i7(k%"Pial;l"fz' 9D-1404' g0440V
is-265V 3'i } r ixSJ
`i!?'Vl�i(7I3x 12Ct-i6*�V 1?'�Ct 2firiV
�,✓"'
5WC& H= 1;0W tv
50160 AT H~ rt rPJ 6da
Char bet (terse"mDjl' f n.r,* x?: ' t:I.P Y 4,! , 115, x 3.1,.`
1'1,V x 4,*, 29' x 15* 4.., ` A 15„L
19Y6:1IT' 34x:9w 4).rtxr.l(m
A'Ds5xtitIn 7,3rtx')Crr "ItoxRm,
az5"M YIaC;6tr,
5.tE7#1tf,i #r�;%141iC :.?"x 2.�`k'2.;:' fr'x 4"x s�=rs t•.+�R A"Y1.5'�S.7s"x
#3':C�:t!# �.7�a `A {J'A,�.�s' ��.��}Xia°X t.}°'
1Y,Axkm 1 x.iflx6cw 11,x10A(4ttl
2 x15kftmr ,w15x1kni 25xt5xlzrr.
x i,tli, t4 fM� r#Ve45 ftl, 4 e"wE flG'A' mol vlch 7# r1tt m INK, li�t'1. °x fli"'Ni�4L' opki(I(Im (^S7�`V i{a1`ti<"t{+.` 1w3 M Pml 4Rd9'lell+ �t>kM@,q£ h`IIIIM 1t:ormign,
Installation and operation requirements
Operating parameters
VTV transmittance must be greacr than 115%. `l'far ugh Your
Iron <03 m1Y
dccalcrxjrojan offer, sa free water testing service for hard ess,
<I 10 Ppni t< T :=
iota! =,tfs}rerlcler� scarfc€a � 5 tr
iron and tit transmittance.
UV m4mmittancp-
Asediment prefilter cartridge NvWr a pore size of 5 rttlr'rcarrs
MRxirnuni working ptea suttf t?s PSI
or lest is reccarrrrnendcs
primps must lie replaced a ter• 1 year of opttratioa to etrsclrc°
r
Proper disinfection,
Us LISTED
Limp sines and UV scusar window will rrjuire regolar
Pdei T tv"c.
seraning, &i e Owner's Manual fordcrralk,,
t# o 4 x ter, Raw
t669tl t4 0 4ysC1 ::
PW 391t:.
Answering your que trorrs..<
At is f;W
simple but effectrile procoss, s rtla'itoja s systcrrr deitro inn
Ultraviolet (OV);lighi is, ,it (ltt. invisible, violet deal
a Minimum of 99,�)WjAo of 11.1rniful microorganisms, ineltrc ing
of the light sp m, 'Ibc w^atcr treat Fiat indutit:nr use (r
E twk t;r ploT arrxdtrcrx2 and i,taatz4a,
far lrwpowercd form of LIV light caJlcad MI- or',germicidal n"
k not use 9 lea rrr
to disinfect Water,
(";lrlearine changes the t aaste and odour of water, Chlorination
How (loci UV light work?
may tal:as produce harmful byproducm called tribalotnahanes,
c
finkC rays penetrate rrrrcroor anal is airde-,troy their ability
which act Wiked to the incidence of vancer,
to reproduce, effectively rendering them lrarrttless, It's a
Ire,ud Office ( ,nad) urop tm Office (tJXr
3020 Cnrvt RN ra 6 06 :swe Cm,
LO)I6 iia, oealnrin HE6t#aploo i.avmfi, t}crxiturlC}& x�q
let! (19) 467-3A0Q1 Tnl 1-006.77111
I
TmjanThdm*91ef;Fax t t97 4573030 i-w, 1-00fi-7711 iwww-trojanuvrnexcorn

VVMAX 12OW Ballast
f /N 6.0352
41317
03
J.
154- Pei Fkttv 41PA SSY gersi:r L
N,,fTIFr Tyr's ".10tau- Tipe F41,;iPod (;Igh--)
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7-
MM �D�-i�%114 -V4'7'—WT -2.'qN —X4 T
LMMAXt� 71 SVVP 7
AAXD+ M72 V4� WT 2
A0 —3W—WT'--'W- —W4 Yrm 143
Y"s
Y- '43_
.52
-JKT-rD-'-3f4, �Ssp
IV Semor (Optior of) 29,1
�368 --FNPT
UAMAX —F f IP- =V.(
3-16 Yes
LpAmEt
U �MV E: --- t-6-OWT
—318-
-3116 —YEs
0"qX'—PR07
-W-T -M-N—T-9 Yes !
"1
]RhFM�E;IPT316 4W"
AI154,-38ITW. Olt Yes
TROJAN TECHN(XOGIES IKC, Trojan AJ'Vhi.,kX E, F. Fro 3YSIP,lS
T,t*m
FOR SAI FS N/A

Or'
no
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en
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exit
swi
.M. Mini-Clik Ratty Sensors
Installation Instruction
As described in the "Operation" section of this manual. "reset rate" refers to
istallatlons. the Mini-Clik acts as a switch to tweak the circuit to the the amount of trrTre it takes the Mini -Chic to dry out sufficiently for the sprinkler
valves of the irrigation systern when it has rained, This allows the turret systems to be allowed to crane back on, The mounting location will affect this
.e as scheduled, but keeps the values from ripening the water flow, rate and should be taken into consideration should extreme conditions exist
Mini-Clik has dried sufficiently, the switch closes again to allow for For example, mounting the Mlrrs- lik on, a very sunny+, southern end of a
aeratro! ,' building may cause the Mini-C* to dry out sooner than desired. Similarly,
Citk has two blue wires connected to a 2 toot extension, mounting cars the northern end of a buildingwith comstant shade niay keep the
t`attni-Clik from drying soon enough,
odel lion-Clik-C This rain sensor unit is the same as the standard Once the Eni-C(ik is rrtcar€rated#, run the wire to the controller. and fasten it every
lept for the lack of an aluminum mounting bracket and the addition of few feet with wire clips or stapled for best results, of an extension to the wire
acted cap, which allows for the easy use of electrical conduit to totally wire
i
s icierdneeded use the following table to determine the rninin u n
is wires, Unless local code states otherwise. plumbing grade I�VC pipe , " provided
gauges needed:
,ed as well as electrical grade conduit
If the extension needed is 25-50 ft 50-100 ft 100 f[, or more
odel Mini-Cilk-HV: This rain sensor unit is designed to be used use t? AW(� fEt QiNCy id ALVCa
rtatic irrigation systems of two principle designs: 1) sinoe-station
trines (e g., tnterri atic) that switches power to a pump, either directly
a a relay or 2) single -station electrical tinter that switches power to a portent. The Standard Model Mini-Cllk.i said and designed for hook rapid`
Calve. 24 Volt irrigation controllers only. For wiring to 11t)V or 2201V irrigation controllers
please consult ycstsr distributor or this factory, 11 wiring roust conform to Nationak
Electrical Code or applicable local codes,
Model,
screws provided, mount the Mini-Ctik on any surface where it will he For the Model Mira-C€ik-C. WARNING! This unit is designed to be installed in
o unobstructed rainfall, but not in the path of sprinkler spray, The corn unction with 24VAC circuits only. Cho not use with 110 or 2 0VAC circuits.
,asing portion must be upright (as pictured), but the swivel -bracket can I For the Model Mini-Clik-H'v': WARNING! This unit must be installed by a
for, mounting on any angled surface, Loosen the locknUt and screw qualified electrician in accordance with National electrical Code and applicable
Gveling bracket, local cones The electi real rating of this device is 125-250VAC; a; 10 1 arnp Do
'e-tighten not let current pass through this device that exceeds this rating. Do not rristall
andcsrt Model µ'.;.. ; directly in line with any pump,�'
' Wiring to the Hunter SRC
nit acts as the The inn-Clik connects
support for the r r ��� ; Hunter fzc
Yo t
?fQre-, t3lFa e directlydirectltheSRC Thrs f mete R'.i Corninor, 2
r allows you to easily override thn,r rntr, waie;
$fhe conduit usingRain 4 r_sn
�
a the sensor by using the RUN
r the desired
anon as �' (BYPASS SENSOR) position r . sensor twr<< • to
on the dial
in the main ,.v im3a .�
s for the 1 Route the wires from the F*rl�
node[. Besure Mrrfi-(ik up trrrcauglt the �
the conduit same ripening used foi ;> t C 7:
along its naive wiring
tgths 2 Connect one wire to the
p,_volta e , RS terminal and other
i to the C: terminal (See
i-Citk-hiV Figure 1)
ling of this unit
� Solenoid
e blade by 3" Connect the valve common Vain es
ie fitting end to the RIS terr rinai
ended hales of t `fir Wiring to the Minter !CC Figure ;
eotangular The Mmi-Clik connects
:es (foot
w y4 , directly to the 1C C "f h€s
a
e) or the r' wi afrows, you to easily override
ound junction the sensor by using the
meanly used for Sensor switch on trim front
Alights, Locate r i parlei,
a box o that Mr 3-Cdlk Hinter I,,
ni-Chk 1 Remove the .turn er from
the two 'SeN"" terminals,
r
hit the 2 Route the wired fro€"n the f
rain sensor a the i r" NAV
aenrng not of �.�..�.,�,.�...,.,�,,�,..,...�...�.,...�..�...�... p thrCoi, h g (t ,r _.
Barrie condo€t opening ,
� longer reach is heeded. ttae `Carton" flexible conduit piece can b� p g � � w si~n
with a slightly longer piece (up to F" length with no support or asp to used for valve wiring
pport). ;3, Connect one wire to the ° :f st n
l terminal labeled "SEN" TEST
s for mounting: and the other wire to the ;
:(king for a suitable location such as on the side of a building or post, '? other "SeN" terminal (See
sr the Mini-Clik is to the controller. the shorter the wire run will be Figure 2),
also minimize e the chance for wire breaKs.
1 location for mounting is not always the most practical location In
where a compromise must exist (such as low location can a side wall '
in the preferred high location), note that the Mimi-Clik will stilt work Figure
3iways receive some rainfall -- it just will meat be as accurate in its
is it could be
i
_w.-...: ..._ _, _._ _....._.. ...�:
Pries 9rroortaoratetl • i'he frfrl-atrssn lrsnovat_crrs lrRoi r32Cf= rE,i,1U-5tCF, (1� r-r; rit Hnrsrts?ris.ccr� LiT-315 s9Street=anMarcos, P/N 700802

Mint-lk Edit Sensors
Installation instructions
our ,,
vAur,
A, 2
C>
rw
vy
th
cc
th
cc
to
dI:
wti
„e
fu
thi
all
to
Iet
Nt
to
he
t
Mi
an
co
B, 24
Wit
Fit
Lta
to
the
to
st2
twi
to
on
dis
T,,�,
tinter, external or non-existent; If there is no relay in the circuit, one must be
added. The wiring for an internal or external relay is the saute: the Mini-Clk
i breaks the circuit to the coil of the relay only. Either wire of the coil may be
broken.
Operation Check to Verify Correct Wiring
Turn on one zone of the Irrigation system that is visible while you are in reach
of the Mini-Clik Manually depress the spindle at the toes of the Maas-Clik until you
hear the switch `click' off. The sprinkler zone should stop instantaneously. If it
does not, check wiring for correctness. It is riot necessary to `oiet' to rt the Mini-
1 Clik, although it will test the operation tine, it desired
I
3 Figure r The Mimi- lik can keep the irrigation system from
starting or continuing after rainfall quantities of Far`,
rt.i" , id,", ''t<" or I". To adjust it to the desired shut-
off quantity, rotate the cap on the switch housing
so that the pins are located in the proper slots lSep
Hours 7}. Co not fcarcobly twist the cap as this might
tiled it, Attach one 5 i.a
Controller €rt€-Sir break the pins,
t the Mini-Ciik to the trump i 314
ratan" terrrsnaf or MV t 1 21 r �r The time that it takes. the Mini-Cilk to reset for
I marked `C") on ; 4 , r normal sprinkler operation after the rain hasy
ntrbller. Attach the ` a i stopped is determined by weather conditions (wind
Mire of the Nlsn C6€k sunlight, humidity, etc:.)�f nese conditions wild
vent - ni: - determine how fast the hygroscopic discs dr out.
bi3CiFPYiC1r11�:iCe .. Y
g to the values. Line -tin d and since the turf is al I also experiencing the sarre
The common ware conditions, their respective drying rates will roughly each other. So "her€
valves dads not the taut needs more Water, the Mini -Calk is already reset to allow the sprinkler
b be interrupted Normally- system to go at the next scheduled cycle.
controller The Caperr Relay ! Them is an adjustment capability on the Mini-Clik that mall slow down the reset
Ilk may be wired ; rate. By turning the "vest ring' (see Figure 7) to ;completely or partially cover the
,ere along the Solenoid i ventilation holes, the hygroscopic discs will dry more slowly. This adjustment can
on ware line. . Valves i compensate for an "overly su€tn installation location, or peculiar soil conditions
Common etoAl Experience will best determine the ideal vent settin
t olenoiciVaiu �' ` "tire to All i e � g
abater Pump (See Line -Out {to Pump,,
4} Valves E
*a w
Fr€leiri z + The Hunter ICdC and SRC controllers are equipped with a built-in bypass that
the coati on wire allows you to override an active sensor. For controllers not equipped with this
solenoid valves and feature. Should you desire to bypass the operation of the Mini -Calk for any reason
ricrac n wire leading Mitt€-Citk-HV (i.e- tarn on your s}rstenn even though the Mini -Colo has shut "off" due to rainfall),
coil of the relay that there are two staple ways to do this. The "first is to add our Bypass Switch Box
the pump, if these
t , 'this income on or next to the ecihtrofler, and by simply moving the switch, the
r s are connected i Mini-C lik is bypassed The second method is to go to the Mini- lik and raise the
'common` terminal Controller
tles 1 "cap" a couple of settings higher or contoletefy remove it. This takes the pressure.
controller, uv o`; the switch button, which allows the valve circuit to close amain,
hect both of them. I -}u Switch, cr
In „ snpui a Now Using the `manual` switch on non -Hunter controllers typically will not
Dgetherthese two bypass the sensor
along with one wire ` al
is Mini-Clrk, and a
tia wire nut.
4e other wire of I I OV t ins
There,is no regUired maintenance for the unit The Mini-Clik does riot have to are
removed or, covered for "winterizing" prarposes.
at-Cllk to the
on" terminal on the ov lrotibleshooting
ler. Note: The pump Sri nab
output roust re 24 Valves Follow these simple checks first before assuming the unit is bad and replacing it.
i this situation Ue System will riot Come on at all:
teed if 1 I OV, Figure 5 A First, check:. to See that the Mini-Clik discs are dry and tiled switch "clicks' on
I instructions for and off freely by pressing the top of the spindle.
ik-HU {See Figures' f3 Next, look for breaks in the wire leading to the mini-Clik and check all wire
Mini-Ciik-f { junctions, C, F inalty if the I lini-Clik is dry and the wire leading to it is mood, check the Mini-
o;taped and Clik switch by nicking the insulation of the two "ranter° wire, hear the unit to
d Wires are the l expose copper. Turn one sprinkler zone on, and apply a "jumper wise" across
be used when the two exposed vvires, if the sprinkler now Carnes on, the switch is badhy'rap
ig these accornpa- Contrails all clicked wires with electrical tape,
is grams, The third : tcour,
auto be terminated System will not shut off even after heavy rainfall
vine nut (not sup- iM C i A. Check wiring for correctne s (see `Oiler tion Check to Verify Correct V`vihng").
k11 Wire connec- Check sensitivity setting on Mild-Clik -- rnove cap to more sensitive setting
th the lyrn -Calk Norma;€Cr-
an Relay The Mini -dirk is an accurate rain gauge and Can be verifies by setting up a'
by made with wire "tube' type rain gauge in the same vicinity and making periodic readings.
d located in a C. is the rainfall actually h€foram the Mini -Cello Check for obstructions to rainfall
t box. `tali
such as overhangs, trees or walls,
the tinter is r I
inn a pump, the rwanufacrta e<c under U, Parent NrIll s V5.35€.- -
ay be inside the r sri€ N1 ni-rid, macteis are iis;e d ray i-rncerwnters c atscr.3ronr s Fir WL ; amoes of triecc reacts nave
F ure 6. ; 20V to Fir.:m,P € L,-en evaivated € v 'U and meat ttie ai.o :.elan. i,,r sianderas for scfet .
callers
It
at
,lerroid Values
rooster pump
re 3)
rvo wires front...
Ilk at the
locate the
ground' ware of
rid values. If it is
to the common
n the ccantrcrlfe€'
Mint -':,fir: cornroi€e:r
Solenoid
Common711e to Valves
All Valves
o'iLre J

I
'Applications
Ideal for water cor3t:°ttl in ?'sIC raerwot'hs.
For use SSi l�'�StcAGrr7kC 2�?�?�l�xiti{itl5.
St1Sre3C.". Or Sub -surface ttlStr#tt.3t1C)tTS.
'uxtctattrts�d°Icctrt:.
SpecMeations
._.........,„ ._..f.......e.. TTTrn water terg5;I�iti�..140at X
FimaiC:i.'M, I' axin-rurn pri,"ssurc,
NipmlearpamkotesieonsmendedopmTsig Om ° Operating dfd g i tit &4!).
` Vitt - 12 nunit`nurn, 145 maximurn
11�4C; - I—' rnirrtrnurrt; 11 i maximUto
Pwduct Advantages
• Manufactured with threaded and socket (slip) connections:
• Requires one diaphragm type with late operating pressure,
• Superb hydraulic performance, a � 2* & 2 2"
• High resistance to corrosive water containing fertilizers and chemicals.
IDipes con be cemented into PVC valves.
Simple to install with slip or, threaded PVC connections,
Simple design - diorrh€ogrn is the only moving, component, no shaft, seals or bearings are
located within the water passage way,
Netahm USA's Basic Vdi've can be operated manuallls � y l
throughthe use of a 3-way selector, Selector options art:
e Closed ( r: Upstream pressure of pressure from an
external source is applied to the control chamber.
Initiated by the sprint,, the diaphragm is pressed down
? Catman Fart A to close the valve drip -tight,
c c�e ri' r
,�e.� a�W
01)en ( ): Relieving the water or air pressure to the
atmosphere from the control chaff ber causes the Valve � r
. v 1 30 at i, 6, 8f, 100, 1510 20C
to open.
Open
Automatic (A)The automatic poet of the 3-way
selector is connected to a'solenoid, hydraulic relav or
pilot, which controls the valve. The common port of
the 3-way selector connects the control chamber to
cither A, 0 or C, depending on the direction the
selector is pointed.
l l
NETARM USA
5470 v. Home Ava a Fresno, CA 93727
ti'Aitia.ts38.2L`46 ° 5.79.453.6800 .

PVC Valves
SHIRT;ul
�1'`►
`^ pIAPrPAGrr
ur
OPTIONS
ru=
qw
i
yy
US
(Nylon volve shown above)
Materials
MODELS AVAILABLE
ors. Lim: cornea sreei/ n� �s i a
Bade. Bonnet and Seat-, Kl:o Cuss
Reinfoirced Polyar ide (CRP) at ,
BadV-UPVC >;
Stainless steel AISI 30C r v ,
Threaded -ANSI (NPT Female) w v' g i Y
Socket' IPS, PVC Standard
Standard - Natural Rubber
rlene Proplylene Polymer)
liene Acrylonitrile)
in Tips:;. _..ry , _....::.. _.. ----- _.,...
Diaphragm Replacement
Teflon sealer compound an the adapter end tighter, by Loosen, bolts,, remove old diaphragm and install new dia hrogn,. Tighten the bolts,
adapter another half revolution, applying even pressure in a diagonal pattern, until the diaphragm is firmly pressed
between the body and tie bonnet° Do not over tighten. If leakage occurs between the
nth PVC Pipe bonnet and valve, tighten until leakage stops,
cementing PVC pipes, Nark the pipe first, then apply
d the PVC pipe. Insert the pipe until reaching the mark Underground
e joint in place until the cement Maidens. roi underground insialiotions rise thrust blocks where needed, altos, sufficient space nod
keen the rued around dre valve free from rough obiects and stones. Cover the valve wuh
nd dear sail — op to 24" is iecommended for protection against heavy eguiprn r;. The
ground the length of the manifold Should be kept es controls ;or the valve, like the prio), 3-way valve, should he positioned above ground. Be
the need for additional support". For longer lengths c surge to murk the control tubing by color or number and put a piatentive poly or PVC
pipes is recommended Always install the valve with tuning around the control tubing.
RSA — Delivering Total System Solutions for Wastewater
ies Fitters Vaives .Air Denis FloA, Meters ConfroliersNETA
« r
a s
�r For more information Bait yourAuthorrzect
Netafim USA Distributor or call Netafim USA
Vi Customer Service at (8 ) 6.36-2.34E
woos stud

Subsurface Drip for Onsite
W. a,stsm `ter Reuse a. rod Disposal

CONTENTS
INTRODUCTION ........................ ................... 2
WORKSHEET: ..................... ................ .......
11
DIAGRAM 1-< ICAL DRIP FIELD
I. WORT SHEET - DISPOSAL FIELD DESIGN..
11
LAyouTSYSTEM COMPONENTS ...... .......... _3
Z WORKSHEET —SELECT PUMP ..........................
13
3� WORKSKEET —,LIST OF MATERIALS ...........
14
SYSTEM COMPONENTS: ............................... 4
SYSTEM INSTALLATION ............................
I.
I. WASTEFLOWS DRIPLINE, .... .............. ....... 4
1. INSTALLATION GUIDELINES .....................
15
2. CONTROLLERS ....... ....... ................. ........ 5
TABLE 4. INSTALLATION METHODS......,..
17
3. PUNIPS ......................... ........ ..................... 5
DIAL. 2 INSTALLATION TOOL ...... .......
....
18
4. FILTERS ............ ........................ ... ­­ ...... _5
2. WINTERIZATION... ...........
19
5. SUPPLY MANIFOLD.... .................. ....... 5
6. RETURN MANIFOLD ........ .............. 5
SYSTEM MAINTENANCE: .......................... �
19
7. PRESSURE REGULATOR ............ ......
.....
S. AIR VACUUM BREAKER .............................. 6
APPENDIXES ................................ .2
9� FILTER FLUSH VALVES ................ ...... ...... 6
Appaz& 1.• Wh00avL*1*v ........................ ........
21
10. FIELD FLUSH VALVES. ................. — .........
Appax&2- VbftcSpkr%&&s .................................
;9
�6
11. WASTEFLOW HEADWORKS ........................ 6
Appaz&_i- . COWK&M— ......... .............................
27
Appaz& 4 &bnO Vaim ...................................
29
DESIGN PARAMETERS: .................. .......... 7
Appaz&5.- Air Va=#nBmk_q ......... .......... ­­ ... "31
App&d& 6 Pnmm FWAzkxs ..................... .........
­32
1. SELECT AREA ............ ...................
APpaz#x 7 WAS7T.-L0WH&1*ak ............... _ ... .
33
2. SOIL APPLICATION DESIGN ......... .............. 7
Appm&& PVC 40Frk*riL4a(1wt..... .......... __34
TABLE 1. MINIMUM SURFACE AREA
LIMITED WARRAN'fy .................................
35
GUIDELINES .............................................. 8
3. DEPTH AND SPACING ................................. 8
4. SOIL LAYERS AND TYPES ............................ 9
5. ADDING FILL TO THE DISPOSAL FIELD., .... 9
16. HIGH POINTS, SIPHONING AND SLOPES;...... 9
7. EXCESSIVE LEVEL DIFFERENCES .......... ... . 10
S. HILLY SITE ..................................... _ ...... 10
9. REUSE FOR IRRIGATION ........................... 10
"his trianual is fore treated effluent. For septic tank effluerit disposal f)1eq_q_- phone Geollaw Head-
quarters at 800-828-33
',,ach;Stag and County has regulations COnCerning wastewate'r disposal, which must be folIts wed. This
ianual is intended to he a guide to users of Geoflow subsurface
wastewater disposal equipthent and should
be used only as a supplement and secondary to your State regulations.
Geofic-, Design and h-Lstallation ManLal - 2000

INMODUCTION
t flow's WASTEFLOW@drip systern disposes of effluent below the grourid surface through1/2-
pressurized i is designed using egdd . concept •i supply and ffiish manifoldsat eadi.
end creating a Closed 1 e result of the grid, design, is a complete subsur&ce -wetted
The objective with effluent disposal is usually to dispose of the effluent using the minimmn area as
widdy and e at an approxiniatelyo' t the year. If the main
pzpose of the Geoflow system is to irrigate, then please the standard irrigation manual for
landsCape be from Geofiovv, Inc.
Subsurface drip is the most efficient method to dispose of effluent Small, precise amourtts of
wa-
ter are uniformly applied under the soil surface from multiple points.
The main advantages, of fl: s subsurface jrrigatlon for effluent
* Human and anin-al et with effluent is mmin=xd, reducing health risks.
* Correctly designed systemst cause puddling or runoff.
It can be used under difficult Circumstances of high water tables, tight soils,
rodcy terrain, steep slopes, around existing buildings, trees, or other vegeta-
tion, and on wmdy sit
Disposal of water is maximized by means of evaporianspiration.
The system requires no gravel. It is easy to install directly into indigenous
soils and the natural Landscape can be mamrarned
* Minimizespercolation.
* Consumption of nitrates by the plant rmterW is `
Invisible and vandal proof installations.
* Ten-year rranty .for root intrusion, wodmunship, and rmterials. Systems
are durable th a long expected life.
Non intrusive. It allows use of the space while operating.
* Easily automated.
* Effluent be re -used for irrigation,
WASTEFLOW@ is a registered trademark of: A:.I.Innovation
Geoflow Design and InstaIlation Mart
2

0' deep (typical)
eflow driplinc.
pacing (typical)
Lockslip PVC
dripline adapt,
3P4" slap fitting..
l layout
C, mir
.41YQ UuA
IC
*Ply
Flush line Supply from
11d flush pump tank
vc Vortex Filter
Fi
ter flush
ua ue
Flush return to
Not to scale
pretreatment tank
#
GeOflcw Design and installation Mari 2000
-
3

SYSTEM COMPONENTS:
See Diagram 1 can page 4.
A typical 'p systern It"stallation wiU consist of the elements listed below
t<
Appendix 21 for product tion)
WASTEFLOW lines the water into the disposal/reuSe disposal/rearea. WASTEFLOWlines to
the supply and returnwith Compression or Lockslip fittings,° Standard spactrigbetween d
ernitters is 2 " on center The pipe has no pints that may pull apart during installation and 3s i
rleal
for tractor mounted burying machines, It is sold in ft rolls. for avail-
able. Rolls of alten-tative lengths may be special ordered.
WASTEFLOW dripline features:
a) RooTGUARDO
The nsk of root . intrusion with an ernitter slowly releasing nutrient rich effluent directly y into
the soil is well known to anyone who has observeda leaking smrer pipe. Geoflow
eK-
clusive license for ROOTGUARD, to Protect rs from root ftitrLmion-ROOTGUARDO i
warrantied for 10 years.
b) Turbulent th
Wasteflow drip emitters are pre -inserted in the ", 12" or " being the
most popular.in the ernitter flow path am designed to cause U-irbulence in order to
equalize flow between ernittersd keep tie ernitters clean. fl tt
ers boast large
flow x whidi, coupled with turbulent flow, have proven over the years to be extremely
reliable and dependable.
Bactericide
Geoflow's EFt O'W has an inner liriing unpregnated with h M-
0, to inhibit bacterial on the walls of the tube and in the emitter.
d WASTEFLOW Uissic and WASTEFLOW PC Dripline
For WA.STEFLOW Classic c the flow to delivered by the emitter is a function of the pressure at
the emitter. WASTEFLOW Pt ; will have a constant flow to at all pressures to 60 psi
to ensure a long life the recommended operating range is 10 to 45 psi.
e reconirnend that WASTEFLOW PC be the advantages
eco-
nomic u.
0 Wasteflow PC can be run longer distances than WAsTEFLow ir-
11 SteeP slopes. Systerns should for the dripline lateral to follow the oontoux
When &iis is practical, the e= cost of "installmg p tors for
WA.STEFi,OW C ' is €�uld like b l the incremental t Of WASTEFLOW
PC.
iti) Rolling terrain. If the ferenoe in weight from trough to peak exceeds six feet t
hen
W STEFL }W PC `should be used. Vacuum, relief valves must be placed at the top of
each ri
ROOTGUARD@ is a. registered trademark ofAlinn sv tions.
Geoflow DesignInstallation Manual - 2000

IERS
c 3 on par Z7 for product spedficattow)
Jily serviced in your area.
w 24 for product specifications)
Ise a self-deanirig Vortex Filter with a stainless screen 150 mest
controHer vvill fully open automatic flush NWve�.
WOLD
e -water from the dosing tai* to the disposal area. Rigid PVC is usually used and
ied to slope back to the nditions. eelejocity u, the num-
between 2 feet per second and 5 feet per semnd (fps). Refer to PVC pipe sLzu)g
pendix to deteffrune the best dwmt= for your application.
X I WOLD
p dean the systern, the ends of the dnp lines are connected together into a common
st often made of rigid PVC. This line will help equalize pres%nes in the systerrL
d be done ftequently during the installation petiod. Periodic fludibg under full sys-
� dl guarantee a long systern life. The return manifold should be Installed to drain the
pre treatment W* in freez[ng chruates.
IGUATOR,
n page 32 for product spedfication)
tors fix the inlet pressure at a given rate and are requirv_-d vMh WAST EFLOW Classic.
)perating conditions, pressure m the drip lines should be
:) 45 psi for WASTEFLOW Classic and
60 psi for WASTEFLOW PC
Geoflaw Design and Installation Manual - 2000

S. AIR VAaJUH BREAMM
Appendix 5 on pate 31 for product Lion)
Air vacuum breakers are ed at the high points to keep sod from to the emit-
ters due to back siphoning backpressum This is an absolute necessity with underground
chip
systems. They are also used for proper drairiing of the supply and return manifolds ; freezing
conditions. . Use one on the high end of the supply manifold and one on the hagh, point of the re-
turn
manifold M=muin flow per vacuum breaker is 50 gprn. Freezing conditionsthe air
vacuum breaker be protected with insulation.
. Fumm FLusa
Appendix 4 can page 29 for product do
Used to flush debris from the filter cleanout port back to the p t elec-
tronically activated 'l raid valve or a manual. If manual, it should be opened for a full
flushing at least every six monthslegit cradced open slightly to flush continuously Crackirig
Open a manual valve 'nay be used to 'increase flow the system to be within the efficient
flow rate of the filter and/or pump, if necessary. Certairt States automated el
ectronic
flushing. Please refer to your Statue
0. FIEW FLUSH VALVES.
C Appendix on page 29 for product specifications
Used to flush Out fine particles'd have passed throughthe filter and accumulate on the bottom
of the tube at the end of each lateral. The held flush valve can be car electronic.
it d be o for flushing at least lit cracked open slightly to aflush
continuously and provide for drainage of the flush lute in itio o a
valvemanual al be to ' the fl the to be " theefficientg
flow rate ' of the filterand/or pump if necessaiy Certain States do require autotriatedelectronic
flushing. Please refer to yo& State codes,
W&ADWOpjCS
Appendix i can page 33 for product specifications)
WASTEFLOW Headworks is a pre-assen-bled unit including the fjlter,valves and pressure gauge
in a jtimbo box It is installed beweeri the pump and the held Be sum to insujate the box in
freezing t
Geoflow Design and Cnswiatzon Manual - 2000

ON PARAMETERS-
ECrAREA
IF a

ss_
000z - 1enucw uolar1linsul PUr u j ANOUt q
PRU ZLp jo ays QLp wnpw 3ou plus s op BLTIsf,p a pas
ca MialsAS -10j ugpsop pnidlaysr"'AoPq S- OSI T-Pq OT-9 JO sTdop a
d (ztu 91po)i3 . s ddns LPUD imp Lpns 2upeds x a,
�Dmn,vlasMG trig
pur QmS molloj ncv( sptAogoaq pun
Axe UO pastq aq pMoqsr< Q&4 POS. (
0*0S S" ,9*0 S S III
*0 S '( S*o of AVID III
0,001 ..I S`I- ' O -01 urmlApueSII
S'lL OOYI Z< S> p -06=0I
ti /
V .
0

AYERS AND TYPW
OW dePth Of nistallation S; an advantage of tile subsurface dn(afield since the topsoil or
A is gener* the most biologically active and e soil for accepting wtater. The
so dries the fastest after a rainfall event and will niarritain the holest water absorption
> 9-milty and hOM09m6tY Of the it alay present a problem if the it was not properiy
and there are pieces of construction debns, rocks and norm soils, it is very diffi-
rtain uniforin water spread In all cases, but particiiady if the soil is compacted, soil prop-
. be greatly unproved by npping and dtsking
JAMA-1 LLIc- LIaLUL4U KJU LV PCVIML ATI Organic layer ITT M torMMg
and restricting downward vvater movement.
The fill material sliould be applied in shallow Li)ers with the first 4 to 6 mches incorporated
into the natural soil to prevent an abrupt texWral interface. Continue this process until all
fill has been incorporated
The fill area should be left crowned to shed surface water and n-ay nmd diversion ditches or some
other devices to prevent surface water from infiltratmg The enw-e fill area should live a vegetative
cover top erosion. If possible all the fill to set at least seven to ten days before installing
WASTEFL OW dripline.
6. FftGH Porm, srpHa AN,:> sLopEs
A potential problern with buned dnp lines is siphoning dut Into he emitters the
pmq is swItched off For this reason:
a) Drip lines shoLdd have a &1fly constant slope. Run dripline along a contour.
b) At least one vacuum breaker should be installed at the highest point in each zone.
c) Avoid 111stalling Imes along rolling hills where you have high and low' points along the same line.
If this is the case, connect all the high ; tsi together and install a vaccium breaker on the con-
necting line.
d) Drip lines should be connected at the end to a common return line withn flush valve
Geoflow Design and installation Manual - 2000
9

EXCESSIVE LEM DUTERENCES
WASTEFLOW Classic If the level variation widiin a WASTEFLOW Classic zone exawds
shx feet, individual pressuie regulators should be placed for each sip -foot interval.
WASTEFLOW PC. WASTEFLOW PC can tolerate very Large height variations provided
the pressure remains within the 7 to 60 psi range, and preferably within 10 to 45 psi.
dated
At the end of each dosing cycle water in the dripline will flow down to the bot-
tom lines within the drip zone. This is called "lowhead drainage". On a slope
site Geoflow recommends installing small manifolds with a maximum of 1500 ft
of Geofloipline within each zone or sub -zone to offset lowhead drainage.
H=Y WE
ncentrate drip lines at the top of the hill with wider spadrig towards the bottorri. In the caw of
np6und slopes consult a professional irrigation ck--Agner or erigineer.
REUSE FOR bWGAnoN
,00d vegetative cover is an advantage to prevent erosion from the field and utilize water applied
he rooting zone. Sites should be planted or seeded immediately after iristallation. Grasses are
ticularly table for d-ds application. Most hmm grasses will use. 0.25" to 0.35" (6,3-8.9mm) of
-er per day during the peak -growing season. This calculates to be about 0. 16 to 0.22 gal/ft2/
,, a significant part of the daily effluent loading. By overseeding hmns with winter ryegrass, this
efficiency can be continued through much of the year
vegetation 0. 16 to 0.22 gal/fWday by evapotranspiration, a Smage flow of 1000 gallons
day would supply the water needs of a landscaped area of 4600 to 6400 sq ft without having to
ftesh water For areas larger than dits, the plartis will suffer water stress during the hot months
ns additional fresh vvater is applied.
krAppliam�FomZdT
m42
Exan*
WaA---6qhxWdn = (231#1 3Y(24x24) = 052 =bwofuza�i-p�rhair
Geoflign and Installation Manual - 2000
10

lid
ail Ong worksheet is available on an Excel spreadsheet or can be downloaded from
[ s ho t www-ge0fi(McOrn. If you would like a copyt to you at no diarge
8-.
la-lato the ed for your cimposal WAM you must know
the volume to be dispcoed of Wonsday) and
the soil acmptance rate .e day per square t).'
sketch of the disposal area with contour lines.
a required Refe
each WASTEFLOW S
DW emitter 6" c
area?
F culate the number of emitters
Geoflow Design and Insta
II
nWbtar r 1,
()(i
r`
(L v12)fr f g (E) 2 ()r
(LVXMftR ` . t+ /VfOr 1ft ()II or
g
nation Manwl - 2000

G)
Choose pressure or is drip-
1 21)
lime
A EFLO
Detennhe dripfield prey
(34 7ard 693A)at .` i
W EF.00'Pt 7 {`2.2;3.T
i)
Determine feet of head required at dripfield
Muft#iypmwabmebyI b#thn `
Of
*.2., 1
J
t is the flow rate per eirAtter?
SeV WASTEFLOl21.
gph f ;errater
Detennine total flow for the area
Nwnbwofenaos
I G>(,Pbo
gthI60
L)
Select pipe diarmters for manifolds and abmmm
chfixtkn1off
c 3.3.
Select size Of Vortex filter or WASTEFLOW
Bmdw k)btftzvficrn (X) ahm4 vzgm Sw"*d7wnmd
Headworks
+
Vortex finer or
i*headwork,
l
Stretch a layout of the WASTEFLOW lines the
Sm Alax#ra#n
&SPOsal plot to make sure that the maximum
lateral lerigdi of each WASTEFLOW lime is not
Geoflow Design and Installation Manual - 2000
12

. Worksheet — seiect pump
pipe - psi
pip ` . ft. of head
cutlet. E
ft.
ft
JUIVaICnL IMgM cf fIttings
Estvm
stance from pump to field
ft
>tal equivalent length of pipe.
ft: Add (U) + (EN)
>tal effective feet.
ft. Mx (l
°ad required at dri>field
ft I#r(I)abow
!ad loss ffimugh filter or d-
-'
>zic
Afu&-
P�vpmmeby2,31 ,
ad loss through zone valves
ft Seepoamm 2��
j-
MU&I*Pmaw hs inpu by 2 31 ID
'riction head
ft A (`) + (+ (- + (Udi)
pump capacity ft Frcm Im(0)
'pump, model number I°
Manufacturer . (X)
Geoflow Design and nstaabtian Manual 2000
-
1

WASTEFLOW FCC or
Pressure regulator
RaPMdMaff WASTEFLOW ,
EFLO '
GPM bpmswm
Air Vacuum Breaker
U
Air Vacuum
Filter
its t:�P.i�2`
Seeptgw 2 -26
Sol aid car field flush
valve
Solenoid or ball filter
flush s
ve
a
r
Controller
E `
Lodcslip fiat' gs or
Compression fittings
To mpindoup7t WA EpL0
adnuftply by
t' PVC d
List VC ardjjtSV
PVC fittings
ke `
Geoflow now Gaffers a Headworks box with a filter, pressure gauge, filter flush valve and
care flush valve all pre -connected inside aiumbo valve box. A Headwork ox can be selected
in place of .filter, field and flush valves. See page 33.
reoflow Design and Installation A' aural - 2000
14

SYSTEM INSTALLATION
.. CAN GuDEENw
require:All drip systems
a. 100 micron / 150 mesh filter
. filter Rush valve
. field flush valve and
d. at least one air vent in eadi zone
All Wasteflow Oassic drip systems require a pressure regulator,
Hanctle your dripline and components with cam 12OO TGU is temperature sensi-
tive To assure a long life, store the drip line out of direct surilight °in a cool place
should be a consideration when installing the system in very hot and suriny areas, Your
system life span will be increased if it is buried or the sod
surface, to avoid the warm temperature extremes.
a) Excavation, tion, ' , shoLdd have been finished o rlon of the
subsurface
Chip syb�
b) Be sum you have everything required for the `installation before opening weriches. Pre-
assemble is of components as practical above ground and 'm a comfortable place.
Compression or Lockslip adapters should be glued to PVC tees, °nser units should be pre-
assembled,the subniain manifold with led and used to
d of WASTEFLOW
c) Condition sofl moisture the daY beforeo hg trencl or installing WASTEFLOW. Remem-
ber
it is much easier to °install the system in moist soil, The soil should be moist but still should
allow the proper operation of the "iristallation equiptnent. The soil should be dry so diat
the instillation equipment maintains tractiorL
d) Mark the four comers of the field The top two comers should be at the same elevation and
the bottom two con iers should beat a lower elevation Dote for ri nd do : the bot-
tomdripline must be higher than the supply and return line elevation at the dosing,
e Ins tall a watertght d Nate for freezing conditions the dosing tank shotild be at the
lowest elevation of the 'entire system.
fl Install a vmtertight riser on the dosing
g) Determine the proper size for the supply and return n w olds. see worksheetline ;),
h) Install the PVC supply line from the do " up hill through one lower and one upper cor-
ner stake of the disposal field. Please refer to your State guidelines for depth of burial.
i) Paint a lire between the two remaining comer stakes.
1) Install the GeoflowWASTEFLOW driplinefrom the supply line trench to the painted fine, ap-
proximately " to 10" deep as specified.n reaching the painted line, pull the plow out of
the ground and cut the dripline I' above the grouncl. Continue this process untilthe required
footage of wipe is installed Geoflowdripline t be spaced accordingto specification ft. is
standa4. Depth' of burial of driplihe must be consistent au hout the field, Take cam not
to get dirt into the lines.
Geaflow Design and tnstalladon Manual 2000
-
i

k) Install the supply header vAth tees lined up at each, Geoflow
l Hock k up the GeOfkYw lures to the supplheader. Do not glue WASTEFLOW
M) Install the Vortex filter and filter flush valve, or install the p a s rribled l I
the field and the pump tank on the supply line histilate the box in freezing conditions,
If Using WASTEFLOWd if Specified With WASTEFLOW IBC, install the p
for dowmtrearn of the filter or Headworks, Just, ahead of the disposal field, on the supply Jim
Although the pressure regulator can be buried directly ' to the soil, it is preferable to `install it
inside a sinaR valve bOx For eW acmss, Irisulate the box if freezing is a problem.
o) Install the pump.
p Fill the dosing tank with fresh water and turn on the purnp, Chedc for flovv out the ends o
f all,
of the Geoflow lines. Let the pump run for about 5 minutes to flush out any dirt. Shut off the
pump and tape the ends of the lire
Dig the return header ditch along the line painted on the ground and back to the pre-tre,,ttrrient
Start the re at the &rthest end from the dosing tark The return fine must
have slope bade to the treatment tank or septic
0 Install the return header and connect allof the Geoflow lines. Care must be taltert, not to kink`
the dripline.
Install an air vao-iurn breaker at the highest point in the disposal field. Use pipe doh or Teflon
tape and hand tighten
t) Install a ball or solenoid field flush valve can the return fine to the pretreatrnent tank unless a
Headworks is being used If a Headworks was installed can the supply line, connect the return
line back through the Headworks box open the field flush e and turn on th purrip. to
flush lines dose the valve and dieck the field and all piping and corinwtions for leaks.
Turn off the system
u Install the floats in the dosing tank and wire up to the timer control, control should
e Set to Pump no more than the design. flow, do not set to niatch the treatment capacity.
Tum on the purnp and chedc the pressure at the air vacuum breaker(s). It should be bemeen
15 to 45 PSI. See the Worksheet line (FDfor design pressure Check the r u
re in he
WASTEFt.Ol- HeadvvOrks if used It should be 5 psi or higher. It using a manual ball valve for
field flushing, crack it open until one PSI is lost and leave in that positiorL
Provide owner with firrd as -built dhowns, flow r m, its and pressure' W at start_
UP.
Geoflow Design and TrJstallation Man -
1

rubs ace drip installation methods
irbance
> line
:tor
€ is Suitablecar IaxWW instahUationsonly
badc soil on top
'strucUlre of the soil and arate hydraulic uduc-
n h t or professional ebefore'the
=ice and Installation Manual - 2
17

iag. 2 lustaHation Tool
Tubing
:ester
aai
1M'
'Toolbar
� # Depth control
* ropes
ff##=f!#f ff€f-=flff ###f=1#fi_#f#f =�#If f#lfdtff ##ifffif=
ff## =Ef#f iff!-==#f#f f##f#f## = f�1E f#ff-4=#[ff ##ff#►f[ #[l#
fiECf##I�fE#Eflff�#f11~�'
Tubing injector toot
Geoflow DesignInstallation Manual 2000
-
r I

Updated
2. WraimmTioN
Buried drip systerris are not prone to frost darrjagE� because, in therr
drain ralves are providecl. Please folkiw the following precautrom: jgr4 vaaaun release and
a) Manifolds, SUPPIY Imes and return hries mi-mr hf-,qInry-ei FnrL, tn thpir fi,,z;,rr e-%r
rive at the pump.
MIDI 11 1
•
2!r pressures in the field and if a ball, valve is used reset the field flush valve for
� on the vacuum breaker and check for proper operation
rnp and reset the controller for auto mode.
cave and clean the field flush and filter flush valves.
cave and clean the field flush and filter flush valves.
nt surfacing in the field

APPENDIXIES
Geoflaw Design and InsWiation Man E 2000
-
20

� IAIJ�w.r.�ae�a.aau�r�r� ws rVYW� � � : Ri
At to last. it is guaranteed to b
root intrusion with built-.
Aection, and the dripline wall
'c growth with a bactericide
ides uniformdistribution. c)
bdficient of vanation CCv
and valves t be placed.at the top of eadi rise,
ASTEFLOW PC and WASTEFLOW Classic can be
or . interdmged to niectilt d zone flow requwerrients.
e;`to
WASTEFLOW is manufactured in the U.S.A.
dripline f to patented ROOT-
10109Y to Prevent roots from clog-WASrF-FLusPawnts
ion points. The pre-en-&rgent, 53321605116 414 and Fo ts.
WASTEFLOW is a trAdemark of A.T.i tions.
)und into WAS" EPLOW emitters X TREFLAN is a regiawmdof Dow Agro Chemicals.
molded to divert roots from ' ing
r outlet. The system is guaranteed
:rusion for 10
PROTECTION
450 is incorporated into the inner
FEFLOW dripline to prevent bacte-
ig and elimimtes the need to scour
s a tin based formula that defeats
of microbial cells.
21

Available in 2 standard models:
WF16-4-12 WAS t S'Classic 1-
1.
Alternate flow rates and spacing available part request.
PressureNow Raft M
wastullowcIassic
WASMLOW 4 Spedlicaden
1 {} psi 23.1 ftMrO-90gl{}.
h
sist of sizedca
low density polyethylene15
3 . i5 ft,.
1.13 gph
tubM vvith turbulent flow tt rs
20 psi 46.20 ft. 1.30gph
1 30gph
bonded to the `tt flow
Passage shall be 0.053" x 0.053" square. The
25 psi 57.75 ft. 147 gph
1.47 gph
tuff` (O.D.) of
i n ter
3t .3f? ft 1: gph
1. h
((I.i .) f shall consist m3. three�a .55-i tubing
layers; the Inskle layer shall
35 psi 80.85 ft. i .76 gph
1.76 gph
b a bactericide
shall be blame and the outside layer shall be pur-
45 psi 103. 5 ft 1.89,8ph
l 39 gph
ple striped, for easy identification.
24" or 12")
apart The turbulent flOw emitters 4-ial[ be
6F. r-
f Rau vs. Pressure
bulent flow _
wasteftw Classic
of 1.3
gallonsat 20 psLFS
'i
ma
wtiers shall be with
TreflanO to infribit root intrusion for a
10-45psi 23- 04 ft. 210 ft.
120 ft.
of ten yem and shalt be guaran-
teed by the rnanufacturer to inhibit root
Kd value
rz for " WASTEFLOis
s'onf1
Rry
$�
�y
$,,,.omt¢ R r 16
4-24 or 1 1 .
Pressure Wss vs. lepoh of Dripline
a
241,
6 12
4
v
UJ
4v
Ott 60" Bit 100 120 -140 160- 180
200 220 240
Length of run (ft.)
2__.

m9m
,
be 0.032" x 0.045" » e t�b' 3
Maximum Length of q��p{ uygpe�g,
!Fill d Pressure
have outside db /*y� ter O.D.i c f app Tg.r.-
tely w . c F. d insicLe diameter (I.D.
Wasteflow PC
of approxirna.55-indies.e tubing ,'
consist of duee layers-, the inside layer shall be a
bactericide PrOtectiOn, the layer shall be
15 psi 34.65 fL 321 ft.
174 ftx
blade and the outskie layer shall be purple
striped for easy identification. The dnpline shall
25 psi 57.75 ft 478 ft.
26o ft.
have tters regulady spaced 24" (or 12"
35 psi 80.85 ft 576 ft.
313 ftw
apart. e pressure ° rs
4 p t 1t1 . 5 ft 651 ft.
354 ftw
be virginolded from
withshall
silicone rubber diaphragm The pressure
compensating emittersnominal disw
dmrgeratesof 0.53 gallonshour.e wt--
tens be w : ath in -
Pressure
zt t w fora.r `y$' Ezra of
wasteflow PC
t s be ant by the rnanu-
facturer to inhbit root intrusion for this period.
WASTEFLOW PC prmsure, compensating
24
lines be fl n .
25
P 1 -2-2 or P1 -2-12 or PC16-2-
12"
I
06,
15
10
1111
5
i
[[}
V
N
}
0 100 200 300 400
50
Wasteflow PC Length (FI.)
2

+
Spedficaflon
view . PMSSUM
The Y filter body shall be moldedfrom glass
10.
reirdorced `grade black plastic with
4
a 1 inch male pipe thread 1PT) inlet and
outlet The two piece body shal be capableof
being serviced by unscrewing and shall includean
- additional 3/'4" MHT out-
let le of periodic flushing.e
150 mesh filter screen is all stainless, providing.
a 60.8 square inchfist ,,,tio
`
e outer
support shell shall be men stainless steed
;
d the 'inner screen shan be rMde of
stainless steel cloth. The inner and outer
screens shall be soldered tca eth
collar shall be l f vinyl. e 1 1/2-
1 2t1 0 60
licrur
filter fl rf1' number .t�.l�-
1 0-3 or AN-150-4
Scllf-deanmg action ocairs ire shaded
ANE1 -3 at 2 Sprn & ANE1t 5--
SPedficaion
flow vs. PrMure
The Y fitter body shall be molded f
rom glass
reinforced engineeringde black plastic vnth
16
a 2 'rich e pig thread PT) inlet and
Outlet. The two piece . shall be capable of
12
being serviced by unscmwmg and shall include
an O-ring seal. An additional 3/ " MHT out-
let sbe capable of periodic flushing. e
8
150 mesh Filter screen is all stainjess, providing
a 60.8inch filtration
area, The outer
support shells be s t
�
Wire, and the inner screen shall be de of
stainless s death. The inner and outer
/�
screens shall be lde together.:Thescreen.
cc" be Ided frerm vinyl. The 2- filter
V
0 2'0 40 60 so 100 120
s be fl number AN -200-
t P l
or AN-200-4,
�I actica i l
E:;
gp y/�iF
y
S-GI.tV'at a CX ,Gc�'.t ld.lb aim
26 .,.

a
• t
uzkowi
at of � o forpump e to minute (field
allow the
turns off the lowered It is a
dary off float that will prevent the operation of the
filter to -f lush. When the Vortex Filter
p if the tinrer on off tails, Pumping
be disabled
late, e ra fear
o ad° le to a opening
in both the tomanual
of
the field flush valm
modes. This float also activates the audible and
visual alamPressing the illuminated PUSH TO
I.
SILENCE button will silencethe audible alarm.
Pump is still activated after filterthe
e alarm fight will ra "n on until the float is
pimp is deactivated the flush valve will remain open
raised When raised, this float will enable opera-
for one minute (field adjustable) to allow for drainage
tion; of the p
of the return
Offjktr Activatesr. Tuner will
•with
For severe fwezing conditionsallow five minutes
control pump qAdes, begini-ang the off mode
for the field to
OfffAW. Activates the o
To periodically' fthe 'pfeld, aft 0 _
c(fieldad° le the .
ride timer, Over -ride n 1
cl e over-rideat least o
pump continue to run
forminutes(field lei after the field flush
e the over -ride float
openedvalve is the field flush
stay open
until all
Ham' ladakorijb2t Activates the audible and
operation ill
a power outW
raised Audible alarm may be
silenced by ping the 111urninated PUSH To
Panelt
"
SILENCEbgugtton. e lightremain
on t� thL"' t i�
float
Programmable logic module for timing controls.
NOTE: We recomrnend the use of nonnally open
0Contactor and arcuit breaker for p de-
mercuryl floats.
scription for n= hp ratings and other spedfications).
Pump and Valve on:
Hand -Off -Auto (H-switches for pump and
Pt"`Pd%'r9cJoks are controlled by the tuners when
valve tatxors.
the - A switch is in the auto positiorL Under
Connections/contacts for normally closed and nor -
normal ndstso the 'primary" timer will control
mally open24 VAC
the
ridetimer• will 1 flowconditions, the
p e o -nde
Eli ter e for p
tuner will cycle the pump more f the
*
monitoringto PLC.
primary e pump will dose for the .
sit breaker for control power
amount of tinie but the ' in
the over -ride timer "off • T� q or
f p � ca t
* S�z a scar for Iz a p is
of the Primary• r "Off , ". (For . ple; if
12" x 10" NEMA 4 X fiberglass enclosure.
your priaxtry timer settings are one hour fifty-four s
u off d five " ut on then
UL listed control
your over -panel.
ride timer settings would be approxiatatelyf`sfi
five minutes cuff and five ininutes on.)
iyr�iy
YP R
Panel input is 115 VAC for all GEG I and GEO 4 series
panels. Output to s is 24 VAC
Telexnetary and SA A control systems available
Contact Geoflow for custom panel infiarniatiori,
28
ski.'

SOLENOID VALVES
.................. ............ ............. ...... ..................... ....... ...............
I Valve is electrically operated and seal; a stainless steel spring assures positive seating.
the dripfield and Vortex filter. it is
A I I-, ^TV, A I t
open and dosed positions,
vMts cliaphzgm "stretching", a
:)f valve Wure in valves that are
the seat, Operating Data
liaphragm is rmde of nylon fabric Ccld,;;vater v,,o&jngpressure7 150psi
-N rubber; a grooved nb inter ocks The SSW` Valve has exoI low flow diamcteristics
x)dy to prevent leakW, ideally suited for dripfield and Vortex filter applica-
rifice is non -corrosive and bas tions.
I law than the diaphragm ports
s of suid or silt passing thmugh Installation
ill not be trapped beneath the Teflon tape is recorrinxncLed. I inch FIP can be
r. bushed to 5/4 inch" 1-1/2 inch FIP can be bushed to
sucted of molded epoxy in hav- 1-1/4 indi. Intemational threads. (Specify ISO)
-6 components exposed thereby
ble external conosion and deterio-
is completely waterproof, with an
-ornplies with NEC Chss H cir-
for 24V ac. operation (also caper
k. up to 75 psi).
>flon coated stainless steel and
ied-in place rubber exhaust port
29

L
regimesWiting a lead from the controller
Note Wire sizes that are too snvl cari cause
to each solenoid valve, phas a conumn neutmi to
voltaW to drop below die mmmiumto
all ids. Type UF w=, UL listed,
opetate controliers
for all %ups.
Do not use noabove
S. ` A at 24 a.c. 60
for s e. : ° .
% tables
6.6' A. at 24 a.c./5OH .
below based on operating pressum and wire
l
Preaure loss through vikhm (in psi)
WIM size-1 WAfte pet"adon
Input to contratter ' -C.
0-4 1.2 max
"Mmarnum kngth of wire nin in fixt from omtroi t€a valve
6 1.4
A,WG size Static t
8 1.6
Diameter75 100 1ti
10 1.7
NO.
12 1.8
14 1.9
18 #. 1 1,100 7�
16 2.()
1 0.051 3200 2 1 1 1Q
2 2.1
2 2.3
1.
1 0 57005000 170()
2 2.5
1.4
12 0.081 4700
24
26 3.2
1.628
10 »1a2' 127CKi lt3 7
3.7
1.7
j14000
8 0.12920200 16M u8m 7000
0 4.3
1.9
32 4.9
5.6
2.1
MULTIPLYING
36 6.3
.
2.5
FACT34
CAR.
2 valves per .43 40 0.41 038 0.31
7.0
2.8
station
40 7.7
3.0
2.3
42 8.4
3.3
2.3
44 9.1
3.6
2.4
46 9,9
48 10.7
3.9
4.2
2.4
Use ulti Pea nly in the
50 11.
4.6
2.5
,6
event two valves will be a ,
52
5.0
2.6
54
S.4
2.7
56
5. -
2.7
58 +
6.2
2.
60
6.7
2,9
70
95
33
80
13,0
3.4
90
4.
lido
5.2
110
6.7
12}
7.
130
8.8
30

AI
L AIR VACUUM BRIEAKIER
Description
Rernovable dirt cap° .^t
Air Vacuum Breal=s are instaUed at the
Pressures ~ t B ;
high points of the WASTE L )W drspfleld
'Ile' hose d
to keep sod from beirig sucked ° to the dnp
Fla inn yl sea
"hers due to back siphoning or
Air .erg humbm
badcpressure. This is an absolute neonssity,
'with unclerground drip systems. They are
Low density bd
also used for proper draining of the supply
Ball tetainet
and return olds in freezing conditions.,
Use orie can the high end of the supply
1 sus
manifold and one of the high "point of the
flush mariffold.
instant and continuous'f
Non -continuous air reliof
AIrVA'CUUM Specification
Seals tight at 5 psi
Durable, ,weather resistant
The air vacuum f valve provides instant
Readily accessible pressure test point
and continuousof non-
Easyto install
continuousrelief. Both the body and the
Removable cover
removable dirt cover shall be constructed of
Maximum flow of 50 gpm
moldedplastic e body and the dirt cover
shall be connected with a 3 inch hose
thread. The ball, shall be ounstructed of
low density plastic and the intemalt shal
be constructed of vinyl. Ihe air vaoium re-
lief valve shall seal at 5 psi. Inlet size shall
be a I Rich male pipe diread. The air vent
shall be Geoflow item number -I.
1

nr-1
,t r+�
r LATERAL}*�
w r `
V
` 00I '
r c i
r �Te
r Pvc
VAL',.'E f5jX
if
3 `d
{ V Vt
s ^�
lap
VENT
Pvc
J � xr
7 awf l
C FeL,D r;. T!!
� -7't ��; A�.C�.�.`"»?`�UL.F t�'f .� ,✓ # �, � Ir 9,.�r l�A"� J � �:^ �'� it � � ..». " t Jul
5
TOP i w —��-

NORTHCAROLINA DEPAR17NMNT
F ENVIRONMENT AND NATURAL RESOURCES
DIVISIONF ENVIRONMENTAL
ON-SITEAT SECTION
tMOVATIVE WASTEWATER
IT W
E: SYSTEM APPROVAL
ISSUED TO: Geoflow, Inc.
3 7-N W. Tremont Ave.
Charlotte, NC 28203
( 00) 2S-33S ; Fax: [phone]
Website; www.geoliow.com
FOR: Geoflows Subsurface Drip System
APPROVAL DATE. August 29, 2000
In accordance with I5A NCAC I &A .1969, an application by Karen Ferguson, Geol Inc.; of Charlotte, North Carolina,
for approval of their subsurface wastewater drip system has been reviewed, and the system has been found to meet the
standards of an innovative system when the following conditions for use, monitoring d operation am met -
I. - System description:
a~. Collection system: conventional gravity, pressure sewer fed by grinder pumps or individual septic tank effluent
pumping units.
b. Pretreatment Aerobic System: DEH-approved Pressure Dosed Sand Filter, Peat Biofrlter, Aerobic
Treatment Unit, or approved equal.
C. Filtration: Automatic, self-cleaning screen filter(s) (appropriately sized GeDflOw Vortex Screen Filters),
or approved equal) capable of screening particles larger than -or equal to 100 microns,
d. `fold: Common line (Schedule 40 PVC) to connect all the dripline in a single field at the start of
the field and the distal ends of the drpline (flush end).
e. Air vent. Air Vacuum Breaker(s) installed at the high points) of each drpfield to keep sail from being
sucked into the drip emitters due to back siphoning or bacJkpressure.
f Dripline: Geoflow's Wastellow PC dripline with pressure -compensating emitters spaced uniformly
in the tubing (24-inch or 12-inch centers). The tubing consists of three layers; the inside
I

layer is a bactericide Protector, the middle layer is black and the outside layer is purple-
striped fore identification, The emitters are impregnated with Treflans to inhibit root
intrusion.
g. Field flushing valve: An automatic valve used to enable accumulated debris and sediment to be flushed from the
dripline back to the pretreatment its
System Controls: Control/software packap controlling all functions, including filter flushing, system dosing
and flushing, audible/visible alanns, and for larger systems (> 600 gpd), flow monitoring,
self diagnostics, and telemetry capabilities.
iting criteria:
The Geoflow Subsurface Drip System may be utilized on sites that meet the following criteria:
i. Sites classified suitable or provisionally suitable in accordance with Rules .1939-.1948;
I Sites reclassified to be provisionally suitable in accordance with Rules .1956(l), (2), (4), (5) or (6a);
iii. Sites meeting the criteria for low pressure pipe systems in accordance With Rule .1957(a)(2); or
M Sites meeting the criteria for new or existing fill, in accordance with Rule .1957(b). The system is considered
a fill system when all or part ofthe drip tubing shall be installed in fill material. For existing fill systems, the
minfinum vertical separation distance between the drip tubing or installed trench bottom and any soil wetness
condition or any soil horizon unsuitable as to soil structure, clay mineralogy, organic soil, rock or saprone
shall be 18 inches.
Required vertical separation requirements shall be measured from the bottom of the drip tubing, or the installed
trench bottom, whichever is deeper. All reductions in vertical separation allowed in the Rules and for other
Approved Innovative Systems based on the use of low pressure pipe or drip distribution systems shall apply (per
recommendation of an NC Licensed Soil Scientist, as applicable).
The minimum horizontal setback requirements as allowed for aerobic treatments its in accordance with Rule
.1957(c)(5)(a), or as allowed in conjunction with the use of other Approved Innovative Systems, shall be mei, as
applicable.
,stem sizing.
The following table shall be used in determining the long-term acceptance rate (LTAR) for the Geoflow Subsurface
Drip System, The LTAR shall be based on the most hydraulically limiting soil horizon within 18 inches of the
naturally occurring ground surface or to a depth of one foot below drip tubing, whichever is deeper.
Soil Group Soil Textural classes Soil Textural Classes LT AR (area basis)
(USDA classification) (USDA Classification) (gpd/ff)
1. Sands (with S or PS Sand 1.0-0.6
structure and clay Loamy Sand

Soil Group Soil Textural classes Soil Textural Classes LT (area basis)
(USDA classification) (USDACI si eadon) ( fly)
mineralogy)
II. Coarse Lo (with S Sandy1 0.6-0.4
or PS c d clay Loam
mineralogy)
'
TTT. fine Learns (with S or Sandy May Loam €}. -t .15
PS su=ture and clay Loam
mineralogy) Silt Loam
Mary loam
Silty Clay Loam
Silt
IV. Clays (with S or PS Sandy Clay 0.15- 1. 5
structure d clay ; Silty Clay
mineralogy) Clay
e long-term acceptance rate for Systems in Soil Groups I and H shall not exceed. the mean rate for the applicable
soil group ifthe initial vertical separation siting criteria or vertical separation distances for trench bOUOMS specified
in Rules .1955(m), 1956 or 1957 have been reduced, based upon the use of an ,Approved Pressure -Dosed Sand
Filter, or Peat Filter, or comparable Approved Innovative Pretreatment System.
b. The following le shall be used in determining the LTAR for Geoflow Subsurface Drip Systems installed in
saprolite pursuant to Rule .1956(6). The LTAR shall be based on the most hydraulically limiting, naturally
occurring `saprolite, to a depth of two feet below the drip tubing.
Saprolite group Saprolite Saprolite LTA R, ( basis)
e ral Classes T al Classes (gpdte)
T. Sands Sand .6 - .4
Loamy satid 0.5 - 0.3
Il. Lo `s Sandy Loam =-0.07
.25
LIOM
Silt Loam
C. In calculating the number of square for the drainfield. the design daily sewage flow rate shall be divided by the
long-term acceptance rate determined from the appropriate le, above.
d In calculating the minimum length of drip tubing to be used, the total square footage of drainfield shall be
divided by two feet,
V« Design criteria:
a. Pretreatment:
3

+.
'i wY. 9. •f' `
,R .:i .: #. �. ... ,�,. _.. � .� . • "i'. ..,.l is
n- :a • • atA • •- e • � � • a • R• a • er
• • w �. • r ss � • � w • s
r .s - • - a
a - . • .r.
e • _ • . o • • • a ♦ � • s - •r

iii. Duplex pump dosing system shall be provided whenever the design flee rate exceeds 3000 gallons per day
or when the total length of drip lutes exceeds 10,000
ivy A: telemetry system shall be provided forsystems with a design flow greater than 600 gallons per day,
whereby the operator shall be notified ' lo alarm conditions (high water and power outage) and
flow variance (+ or - 20%). Telemetry system d alarm shall include automatically rechargeable battery
backup power supply;
V. Floats, pump and control circuits, and the control panel shall t the requirements of Rule .1952(c). Panel
d l equipment shall include lightning protection, be to fromunauthorized access, d rem
ain
accessible at all times to the system operator,
fr Geoflow Subsurface Drip System .Meld Design (See Section for designer responsibilities): ;
i. The field network shall utilize V2-inch (0.64 inch .D,, 0.55 inch l.D.) nominal size WASTEFLOW PC
polyethylene dripline containing bactericide incorporated into the inner lining and TreflanO mot intrusion
inhibitor bound We the pressure-Wrimensating emitters. Manufacturer guarantees shall be effectively
inhibited by this product fora minimum period often years. Pressure compensating emitters shall be spaced
uniformly along the dripline on a maximum of two foot centers and designed to deliver 0.53, 0.6 , 0.75, or
1.02 gallons per hour per emitter (+ or - 5%) at internal tubing pressures of 7 to 60 pounds per square inch.
l : Individual drip lines shall be designed and installed level, following `ng the naturally occurring ground contour
(allow maximum variance of+ or o inches within any line segment), on at least two foot centers.
Solvent welded heavy duty noriperforated flexible PVC pipe shall be used to connect the supply and
remm
mraffolds with the driplines, or to connect common driplines, installed at varying depths or locations (e.g.„
in stepdowns or to connect looped drip linesegments). The ection lines shall be made to the dripli t
es
by solvent welded Gerillow compression adapters or Geoflow Lockslip fittings, or approved equal.
Connection lines shall be conveyed over earthen dams constructed at least 2-inches higher than the driplines
served, to retain effluent in the lines at the end of each dose cycle.
ill. The field shall consist Of minimum of two separately and automatically dosed and valved zones whenever
the total length of dripline exceeds 5000 linear fbet, the design flow exceeds 600 'gallons per day; or as
otherwise needed to meet irrigationand/or flushing requirements.
iv. The hydraulic design shall be based on achieving the following conditions:
- No more than a 10 percent variation in flow between individual emitters anywhere within a
separately dosed zone, including any drain back.
- When the slope exceeds 10 percent, check valves shall be used in the supply and return manifolds, or
other acceptable means identified to minimize disproportionate amount of drainage into the lowest area
of the zone.
Maintenance of scour velocity ofat least 1.2 feet per second in the supply line from the dosing tank to
the beginning of the drill field during normal dosing cycles.
Maintenance of flushing velocities of at least 1.2 feet per second in each supply manifold segment during
field flushing, and maximmaximurn flushing velocities less than 10 feet per second in each supply and return
manifold segment.
Minimum pressure of 10 pounds per square inch during flushing flows d a maximum of60 pounds
per square inch during normal dosing flows;

Maintenance of flushing velocities of at least one fbot per second at the distal end of each dripline during
automatic field flushing, with valving provided to enable flushing velocities of at least two feet per
second at the distal end of each dripline to be achieved with manual flushing.
V. Field appurtenances include an air vent at the high point(s)/outlet of each zone, check valve at the high
point/outlet of each zone (when there are more than one zone); solenoid valve with separate isolation valves
on each side at the low pointlinlet to each zone-, cleanout at each end of the supply and return manifblds; a
separate cleanout at the distal end ofthe supply fine to each zone, and pressure monitoring fittings at the field
inlet and outlet points and at both ends of the supply and return manifolds. The operator must be able to
service all solenoid valves and air vents and check pressures without effluent discharging from the network
in preparation for these maintenance/testing procedures. Valves and cleanouts shall be provided with
protective vaults or boxes.
V. Installation and Testing Procedures:
a. Dosing tank shall be demonstrated to be watertight by a 24-bour leakage test (maximum of 1/2-incb rise or fall in
24 hours) or vacuum test- Test shall be run with risers/and inlet/outlet pipes in place.
uluy bijau oe usea m remove trees, roots, and rocks, with hand incorporation of select fill Material used to eliminate
weak spots where toots or boulders must be removed. Field shall be prepared as needed to enable a grass cover
to be established and maintained prior to line installation.
C. Field laterals shall be staked out by use of an engincers or laser level and tape to assure conformation with natural
contours and design requirements for sizing, location and separations. Maximum drip line depth shall be in
accordance with permit conditions.
d. When a trencher is used, trench bottoms shall be hand cleaned and drip tubing shall be secured to the center of the
trench bottom prior to backfilling.
e. Fields shall be installed in accordance with manufacturer's recommendations for each site. A vibratory plow, static
plow or trencher is most typically used and soil moisture must be dry enough so that soil compaction will not occur.
C Minfinum soil cover over drip tubing shall be six inches, to finished grade. Cover material shall be free ofrocks
or debris. Minimum depth ofvalves in protective vaults or boxes shall be at least 18 inches below grade.'
9. Extreme care must be taken during system installation to assure no waTaneous debris enters the tankage, supply
lines, and drip line network. Supply lines and manifolds shall be flushed out prior to system startup.
h. Manufacturer's recommendations, shall be followed for system startup. All leaks in pipe network or from emitters
exhibiting excessive emission rates as evidenced by wet spots during dosing cycles comparable to normal operating
conditions shall be repaired. Normal dosing and flushing flow rates and flushing pressure at the ends of each zone
supply and return manifold shall be measured and determined to be in accordance with design criteria.
i. Fields shall be finished graded to shed surface water and in a matter which facilitates easy maintenance with
standard mowing equipment Provisions shall be made to establish and maintain a vegetative cover so as to prevent
erosion and to allow for effective system inspection.
j. All mechanical components, pumps, pump cycling, filters, flushing, high water alarm and telemetry systems, as
applicable, must be demonstrated to be fully operable in accordance with their design.

VI. Operation, Maintenance and Monitoring Requirements:
a. System management tity, inspection/maintenance and reporting frequency requirements shall be comparable to
at least "Type (c) systems in Rule .1961(b), Table V(, except that the maximmaximurn inspection interval shall be
monthly for the first year ofoperation quarterly thereafter (continued monthly f'or any systern with a design flow
exceeding 3000 gallons per clay, and more firquently as required for advanced pretreatment units, when:
applicable).
b. The RC shall Provide monitoring reports to the health department which include a log of all malfunction
incidences/notifications and maintenance activities. Minfinurn maintenance during each required inspectionshall
include visual obs 'ot ofthe Aripfield(s), checiring/clearring filters n(s), measured dosing flow to each
zone, and recording of flow meter reading, pump run times and cycle count& Manual field flushing (operating
valves as needed to achieve tainimuin flushing velocity of second) shall be done at least annually, and
flushing flow rates and pressure head measurements during flushing at the Inlet and outlet ofeach field zone shall
be taken at least once per year.
C. For systems th a design flow rate of over 600 gallons per day, the operator in responsible c (ORC) shall be
telemetrically notified of high water, power outage, flow variance (+ or - tiara) and catastrophic failure (+ or -
091a) conditions.
d„ The ORC shall also conduct other additional observations,measurements, monitoring, and maintenance act`vibes
as specified in the Operation Permit ed by the manufacturerof the Geoflow systemd as
required for any applicable advanced pretreatment system that may also be present.
VIL Responsibilities and Permitting Procedures:
a. All systems shall be designed by h professional engineer. Plans and specifications shall be prepared, reviewed and
approved in accordance with Rubs .1 38(e) and (f).
b. The system shall be installed by a contractor authorized in writing,by the manufacturer, who shall coordinate the
installation with the designer and manufacturees field representative. The manufacturees field representative and_
designer shall provide written confinnation of their acceptance ofthe system installation prior to operation permit
issuance.
c$ Prior to issuance of an operation pennit a contract for operation and maintenance shall be executed between the
system owner and an ORC as required in accordance with Rule :t 6l(b), who is authorized in writing by the
manufacturer to operateand maintain the system. A condition of the operation `on permit shall be that a contract for
operation and maintenance with an ORC shall remain in effect for as long as the system is to rernain in use.
Vill. Repair ofSystem:
The provisions of 1 A NCA:C 1 A .1 61(c) shall govern the use of the G oflow Subsurface Wastewater Drip System
for repairs to existing malfunctioning w e er systems.

The
Catena
%&%%
ro 419- Millstone Drive
1111lataruula, NC 27278
[phone]
SURFACE DRIP SOIL SCIENTIST EVALUATION
McLamb Tract - Lot
Wahaw Creek load
Union County, NC
Prepared For:
Chaves and Beverly McLamb
1700 Walden ;Pane Cane
Waxhaw, NC 28173
Prepared By:
The Catena Group
410-B Millstone Drive
Hillsborough, h, North Carolina 27278
October 1, 2007
fit?Solt
Michael C.
9

INTRODUCTION
•
I 0000000offim
'ION METHODOLOGY
investigation was performed on February 22, 2007 through backhoe pits and

Typically -10% ofthe measured i s T rate is used to establish the loading rate, which equals
0.00136 - 0.0034 in/hr or 0.22 - 0.571 in/wk. Utilizing the entire 9500 ft area for the drip
Field would require a loading mite of 0.43 in/wk (0.0025E i r), or 7.5% of the measured
SAT.
WATERBALANCE
A monthly water balance was calculated to determine the annual loading rate for this site.
The equation used to determine the monthly water balance was:
11w= T- Pry- P,
Where Lw = wastewater; hydraulic loading rate
T = evapotranspiration rate
Pr precipitation rate
P,, - percolation rate
Evapotranspiration and precipitation monthly rates data came from the Mate Climate Office
of North Carolina for the Monroe Airport in Union County. The percolation rate was
calculated by using the average of the most limiting horizon hydraulic conductivity results
0.034 i r . Table 1 presents the Water Balance for the McLa b Tract.
Table 1. Water Balance for McLamb Tract
Most Limiting 0.034 t r
1Hori q sari
Desi pastor 10.0°l'
Percolation tn/hr
Rate 0.082 to/da x
Month Da s T in/mo P in/mo P inlmo} t (in/mcs
Janua 31 2.202.53 4.71 0.02
Pebrua 28 2.20 2.28 181 0.67
March 31 4.00 2.53 4.85 1.68
A nil 30 5.50 .4 3-02- 4.93
lute t 1 6a 10 2.53 3. 3 5.10
June 30 6.20 2.4 4.32 4.33
Jul 31 6.10 2.53 4.63 4.00
August-- 31 5. 0 2.53 4.:53 3.80
Se tember 30 4.70 2.45 438 2.77
October 31 110 153 4.0 1.59
November 30 2.50 145 3.33 1.62
December 31 190 2.53 3.58 0.5
Annual in/ r 50.30 29.78 48.'73 t.35
The maximum allowable annual wastewater irrigation rate based can the water balance is
31.35 inches or 0.60 inches/week. The proposed loading rate of 0.43 inches/week would
only generate a total annual loading of 22.36 inches, An instantaneous loading rate of 0.1
inches per irrigation event (in/events should not be exceeded.
TCG - McLamb Surface Drip 2

►IL FERTILITY RESULTS
required by the new regulations, a suit sample from the spray field was sent to the
; Ac C Agronomic Division for a fertility analysis. As noted in the attached report, the
lts are typical for a piedmont sail.
)NCULSION
nded
McLarnb Surface Drip

Figures'
Rs,4.T Results
Soil Borings Descriptions
Agronomic lysi
T G — McLamb surface Drip

,. G 11 dl
� • IIrN
� s
1
°I� �
�� �!w �
TM

F----HYDRAULIG CONDUCTIVITY STUDY
HYDRAULIC CONDUCTIVITY STUDY
McLamb Tact 5
Date: 3/3012007 1cm inches
Location: 2 SET P Target Water Level: 11 A A 5
am inches Beginning Water level: 10 2
Hole Depth (cm): 29,2 rW' Ending Wafer level: 10.2�
r� c
Reference (cm): + 10.2
Head (cm). - 17.8���,.
CHT Tube(s) setting: 21.6 Hole diameter (cm):
Hale radius (r): 3
Valve Setfing cfficientA. 0.00074244
1-ON 2-ON
NOTE: Readings based on Ending Water Level
Coversion Factor (C.F.): 20.0
Water charge in Chamber clack Elapsed Time 0 K K K
Reading water level C.F. time (min) (min) (hr) (cm3ihr) (cmlhr) (inlhr) (gpolst) foot)
0.1 20.0 �y �,.),�� MOO 0.167 12.0 0.0089 0M35 0,052 0.1 MO` 10.00 0.167 12.0 0,00890.0035 0.052
0A 20.0 � � �}' �� 10.00 0,167 12.0 0.0089 0,0035 0,052
0.1 20.0l@$1' 10.00 0.167 12.0 0.0089 0.0035 0.052
e,MMM
Final Ksat 0.009 0.004 0.062'-

HYDRAULIC CONDUCTIVITY STUDY
McLab Tract
Date: 8130/2007
cm __..
inches _j
'
Location: 1
SET L1
Target Water Level: 20.3
8.0
cm inches
Beginning Wafer Levee 17.8
7:0
Hole Depth (cm);
38.1 I ;°0
Ending Water Level: ;19,1
7.
Reference (cm):
+ 10.2
Head (cm):
- 17.8 "710
CHT Tube(s) setting:
= 30, 5
Hale diameter (cm): i.0 . ,
Hole radius (r): 3
Valve Setting:
coefficient A: 0.0007 244
1-ON `
-0P1
NOTE: Readings based on Ending Water Level
Coversion Factor (C.F.).
20.0
Water change in
Chamber clock Elapsed Time Q K
K
K
Reading water level
C.F.
time (min) (min)
(hr) (m lhr) (cm/hr)
(in/hr)
(gpolsq toot)
4 ..: 0.0
20-0
0
2.2
20,0
( Y7',; 10,00
0.167 264.0 0,1960
0,0772
1.155
2,0
20,0 :
e {1 f7 ,.:: 10.00
„,..
0.167 240,0 0,1762
0.0702
1.050
2.1
2010
C) 0... 10.00
0.167 252.0 0.1871
0,0737
1.102
2.1
20.0
+ 0 10,00
0.167 252.0 0.1871
0.0737
1.102
2.1
20,0
10.00
0.167 252.0 0.1871
0.0737
1.102
i t
ti
Fanal d^Csat - ti.11�*i
O:Oi3
1.Ott8
HYDRAULIC CONDUCTIVITY STUDY
McLamb Tract 5
Date:8130/2007
cm
Inches
Location-, 2
ET P
Target Water Level: 21.6
8 5
cm inches
Beginning Water Level: 21.6
Hole Depth (cm):
39.4 1ST
Ending Water Levet 21.6
6;a
Reference (cm):
+ 10,2
Head (cm),
_ 17.8
CHT Tuba(s) setting:
= 1 8
Hole diameter (am):',, ti "
Hale radius (r):
Valve Setting:
c ffac"tent A: 0.00082276
1-ON
2-ON
NOTE: Readings based on Evading Water Level
Coversion Factor (C,F.):
20.0
ter change rn
Chamber
clock Elapsed Time Q K
K
K ,
Reading water level
C.F.
time (man) (min)
(hr) (cm3/hr) (cm/hr)
(in/hr)
(gpolsq foot)
0,0
20,0
77 ; 0,7
20,0
;1? ;. , 4,00
0.067 210.0 0.1728
0,0680
1.018
0.4
20.0 -
., 4,00
0,067 120.0 0.0987
0.0389
0.582"
:. ,. 0.7
20.0 -
a4 .vt# 4.00
0v067 210,0 0,1728
0,0680
1.018
260 ' 0.5
20.0
1&D . , 4.00
0,067 150.0 0,1234
0.0486
0.727
0.7
20.0
2t .0 ' 4,00
0.067 210.0 0,1728;
0.0680
1,018
Fanat hC t 0.148
O.tI58
O.g7

HYDRAULIC CONDUCTIVITY STUDY
McLamb Tract 5
8/30/2007
cm inches
€: 2
SET UP
Target Water Level: 40.6
16.0
cm
inches
Beginning Water Lever 432
(cm):
58.4,0
,`
Ending Water Level: 43,2
17,8
>) setting:
= 50.8
Role diameter (cm): t7
Hole radius (r): ,3
Setting:
`
coefficient A: 0,00103176
1-ON
2-ON
NOTE: Readings based on Ending Water Level
'actor (C.F.):
20.0
change m
Chamber
clock
Elapsed Time 0 K
K
K
water level
C-F.
time (min)
(min)
(hr) (cm3thr) (cmlhr)
(in/hr)
(gpolsq float)
0.0
20.a
a#
1.0
20.a
°0
2,00
0,033 0a.a 0.6191
a. 437
3.646
1.0
MOI
tf °
2.00
0M3 Fiaa.a 0,6191
0,2437
3.64
0.6
20.a
2.00
0.033 360.0 0.3714
0.1462
2.186
0.7
20.0
1
2.00
0.033 420.0 0.4333
0,1706
2,553
0.7
2a.a
i
2,00
0.033 42a.a 0,4333
0.1706
2.553
0.7
20.0
20
2,00
0,033 420.0 0,4333
0,1706 1
2,553
Find Ksat 0.485
0, f9T
2.856

Soil Profile j2qscritation
McLamb
A 0 to 4 inches; strong brown (7.5YR 5/6) clay loam; firm, subangular blocky
structure.
Btl 4 to I I inches; strong brown (7.5YR 5/6) clay; firm, subangular blocky structure
Bt2 I I to 16 inches; strong brown (7.5YR 5/6) clay that has common faint brown
(7.5YR 5/4) mottles and common distinct yellowish red (5 YR 5/6) mottles; very
firm, subangular blocky structure.
BC 16 to 22 inches; multicolored saprolite crushes to sand clay loam.
22+ inches auger denial.

w E
1 ?.?t , _ SiTVIN N.(,. RESIDENTS rOROVrR60YFM Union County
E scc€ r:farrrrattltrttagalrc Lire Rrtxr<tiat
errs 1 'A'n.~ .�_ Lest Crop J10 1`r. TIA Crop or Year ` L'I�... _. �P205 �.. 2tj � 41,g scu _ zil - .411 ,See a,,'Ote _
I`CG ist Crop- Lawn 601 (20I% 5-10-5 r EQUV PE:R It}C1Cl'SQ FT) 0 A) 4
2n(! Crop', 0 Cl
1 ):oil loss
IIJI .)
If/l
CEC '
BA
Ac°
iR
1-1
K-1"
a
AtgOI6
bra-1 Nv- .L(I)Mn- 1(,2)
,2 4
- ,d'
U-1
-1
SS-1 1 0,4-A Nll-,-N IV%
L MIN
0 Ozi
1,22
12,0
83M
2.1
5.0
32
119
31.0
44V
-71
25
25
29
is
0,

8. STONE STABILIZATION
Before any stone stabilization is utilized on this Contract, the Contractor shall be required to
receive the permission of the Engineer. Stone stabilization installed without permission will
not be paid and the cost shall be the sole responsibility of the Contractor.
9. WOOD
Unless an agreement has been made with the Owner concerning wood, wood must be
disposed of in a acceptable manner as cleanup progresses.
10. PROJECT SIGN
This project will have one (1) signboard furnished by the Contractor. The sign shall be
erected at a prominent location but as NOT TO INTERFERE WITH THE VISION of motor
vehicle operators. Generally this sign will conform to the following:
Sign shall be constructed of 1/4marine plywood, painted with black letters on a white
background and maintained in good condition until completion of the project. The outside
dimensions of the sign shall be minimum of 8'-0" horizontal by 4'-0" vertical and shall be
supported by and bolted to two (2) 4" x 4" posts with the bottom of the sign at a point
approximately 4 feet above the ground line.
The following shall appear on the sign: Grier Subdivision Phase I
Owner: William Brewster Company
P. 0. Box 99
Davidson, NC 28036
Phone: [phone]
Fax: [phone]
www.cedarcrofthomes.com
Engineer/Surveyor: Piedmont Design Associates, P.A.
125 East Plaza Drive, #101
Mooresville, NC 28115
Phone: [phone]
Fax: [phone]
MMM-Eda co
Aa
Contractor:
Special Conditions Page 2 of 3 November 27, 2007
Grier Subdivision Phase I

11. CONSTRUCTION ADMINISTRATION:
Though this job will be regularly and carefully administered by the Owner's representative,
d though every reasonable effort will be made to protect the best interest of the OWNER,
cI to assist the Contractor in the interpretation of the Contract Documents, this project does
not include the services of a full-time clerk of the work or construction inspector.
12. ADDITIONAL OR WORK NOT IN CONTRACT:
CT:
No work ether than that included in the Contract shall be done, and no additional labor or
materials shall be furnished by the Contractor without WRITTEN Change Order from the
Owner/Developer, in advance of the work.. In the absence of a Written Change Order from
theOwner/Developer, the Contractor shad not be entitled to payment for such additional or
extra work. Rills for additional or extra work shall be filed with theOwner's Representative
within three () days 'after such additional or extra work is completed, in order that the
accuracy of the additional or extra work bills may be established.
Special Conditions Page 3 of 3 November 27, 2007
Grier Subdivision Phase 1

umm Co uD �v EDVIF-Mb7cD I al ffcallh
50 . Nora 6L — (Burk 56
D viWoR of ffnfean Connty ffcakh Depadamal
February 5, 2007
Charles and Beverly McLanrb
1700 Walden Pond Lane
Wahaw, North Carolina 28173
Dear Mr, and Mrs. NIcLamb:
At your request, a series of soil evaluations have been perfonri d on your property
located at Lot 5, Farms of Heartwood, 'Tax Code # 0-1162-009.
'The evaluations of this lot revealed a limited area of a shallow, poorly drained clay
soil underlain by rock depths averaging 4 to 30 inches. The soil does not meet current
established criteria for use with conventional ground absorption sewage disposal systems as
set forth in Section .1900, Laws and Rules for Sewage Treatment and Disposal -Systems.
North Carolina Department of Envirorunent and Natural Resources, Division of
Environmental health, On -Site Wastewater Section.
The soil and site conditions on this lot are not conducive for use with any
conventional, nal, modified or alternative system with which I am aware. Please be advised that
N.C. General Statute 130-4 gives you the right to an informal review by the N.C.
Department of Envirorz ent and Natural Resources. Please advise us in writing with 10 days
if you wish this review to be performed. It will be necessary for you to furnish this office
with a survey plat and to clearly mark all property corners if this has not been clone:
The soiland site conditions may be suitable for use with one or more of the innovative
and experimental systems. You will need to contact a licensed soil scientist to'nnaLe a
proposal on your property for use of one of these systems. When'this has been completed, a
copy of this report will need to be made ;available to our office.
If you have any questions. please feel free to contact me at [phone] . I can
generally` be reached between 8:00 and 9:00 a.m., Monday through Friday.
Sincerely,
Emily G. Walmsley, R.S.
Environmental Health Specialist
Environmental health Division

Date: 7/5/7
Ell :specialist Ramona R. Dunphy
Owner Bev & Charlie McLamb Property Location
Address 1700 Walden Pond Drive Road/Street Waxhaw Creels load
W xha NC 17 Subdivision Ileartwoc d farms
Phone 9: (h) 704- 3- C ] (w)704- 14-I05 i Phase I Lot Number
[. Topography &Landscape Position sir
Upland ZUrtiform Slope under 1`5% „
Elferrace OUniform Slope between l 5-3 % e
ElDepressional []Slope exceeding 3 °
❑Alluvial Flood Plain ZCou Alex Slope Pattern
Slope dissected by gullies or ravines
It. Soil Depth
," .
Depth of soil to rack. or weathered rock: "-25" . ,
Ili. Soil Wetness Conditions E "
Depth to Munsell Chroma l or 2 color or mottles " 2€ " ,.
Soil color (Munsell)# Description grey
IV. Application Rate Per sq.11/day
Soil Group LV Sail type Cla
V. Available Space ❑(S) 11(ps) U)
Well site and/or other restraints 100 ft. away
'I. Overall Rating 11(S) H(ps) (Il)
Reasons: 7/1 /07 Reviewed with Jeff Knight. Homeowner
o have LSS review lot Icr ossible etreaEnent ul�surlace
stem or surface drip system.

UIN
E
_-7—TF7--7--F—i
)N COUNTY HEALTH DEPARTMENT
�71RONMENTAL HEALTH DIVISION
SITE EVALUATIONS
4
5 6 7 8
9
1 10 11 12 l3 l4 15'
L
L L L L
L
L
—T-5— 0-5 0-5
0-5
0-5
T-22
3
T-2- -18 7 16 0-16
0- F6
6-10
c —i
_Sc_- _s_cTc— c
C
_t234_ 20" 1 18"
EX an
22"
I L) I U I U I F "s
U I U I Li I LJ I U
XE
LEGEND
2SITION TEXTURE
CONSISTENCE
STRUCTURE
s-sand
sg — single strain
Is — loamy sand
in — massive
sl -:sandy loam
MOIST )kET
o — crumb
I —loam
vfr — very friable NS — non -sticky
gr — granular
si — silt
Ir — friable Ss — slightly sticky
sbk — %ubangular blocky
sil — silt loam
III — firm S — Sticky
abk — angular blocky
sicl — silty clay loam
vfi — very fine VS — very sticky
pl — maly,
cl — clay loam
eft — extremely firm
pr — prismatic
set — Sandy Clay Loam
NP — non -plastic
sc -Sandy Clay
SP -;slightly plastic
Sic — silty clay
P — plastic
MINERALOGY
C — Clay
VP — Very Plastic
1: 1, 2: 1, mixed
Lard abbreviations,
NOTES:
-in inches
Soil Wetness — Inches from land surface to free
water or inches from land
-in inches from land surface
surface to soil colors with chroma
2 or less _'record Munsell color
—thickness and inches from land surface
chip designation.
S(suitable) or U (unsuitable)
Classification — S (suitable) or U (unsuitable)
Long -Term Acceptance Rate — gal/day/ft2
Review
Site Long Term Acceptance Rate:
Otherts) Present: Rev cLamb
L_

mm
UNION CO
AL`I� EPAI�`1" � ENT
I NVIRO "
TAL HEA A I DIVISION
Tay Code: Or7HO 1
111 Specialist: 1 �n
owner 1VA
>pert Location , *-4
Address
d/Street: W
U , ivlslc>rr:._TtA.f4yw_4: ______
I'lone11: l) _ P t
P a e Lot Nurrb r.
I> Topography c Landscape Position
Upland [KtJnrfcrrnr Slope under I5"iia
Terrace ElUniforin Slope between 15-30%
FIDepressional []Slope exceeding 30%
[AAlluvial Flood plain []Cornplex Slope Pattern
[ lope dissected by gullies or ravines
It. Soil Depth
Depth of nail to rock or weathered rock. __ _` SO�..._
II. Soil Wetness Conditions
Depth to Mansell Clrccrma I or ? color or mottles:
Sail color (Munsell) . Description:
IV. Application Rate 4 per sq. ft/da
Sail Group. _ .. Soil type.
V. Available Space CANS) ](I'S) ERU)
Well site and/rat- other restraints ]-t. away
VI. Overall Rating �(S) �(I'S) M(Cf)
l`
Reasons:

UNION COUNTY HEALTH DEPARTMENT
ENVIRONMENTAL HEALTH DIVISION
SITE EVALUATIONS
LANDSCAPE POSITION
SLOPE (%)
F190R,E�IZON I DEPTH
TEXTURE GROUP
Consistence
Structure
_R_
Mineralo
ZY
X=
HORIZON 11 DEPTH
TExTuRE. GROUP
-To-n.siste nee
Structure
HORIZON III Dff­PTH�
lk
IT % n_(_ �1
i
TEXTURE GROUP
C,
Consistence
Structure
HORIZON IV DEPTH
TEXTURE GROUP
Consistence
Structure
lvlineralogU
SOIL WETNESS
RESTRICTIVE HORIZON
SAPROLITE
CLASSIFICATION
U
G ,4
LONG-TERM ACCEPTANCE
RATE
LEGEND
LANDSCAPE POSITION
TEXTtJRE
CONSISTENCE STRUCTURE
R-Ridge
ii-sand
sg - single gratin
S-Shoulder Slope
Is - loamy sand
To - massive
L-Linear Slope
sl - sandy learn
MC is WETI c —crumb
FS — Foot Slope
I -:loam
vfr - very friable NS - non -sticky gr - granular
N -Nose Slope
si - silt
fr - friable Ss - slightly sticky sbk - subringUlar blocky
H- Head Slope
sil - silt loam
f! - firm S - Sticky abk - angular blocky
CC -Concave Slope
sict -silty clay loam
vfi - very firm VS - very Sticky p, - Platy
Cy' -Convex slope
cl - clay loani
efi - extremely firm or - prismatic
T- Terrace
sel - Sandy Clay Loam
NP - non -plastic
FP -Flood Plain
sc - Sandy Clay
SP — slightly plastic
Sic — silty clay
P _:plastic MINERALOGY
C — Clay
VP — Very Plastic 1: 1, 2: 1, mixed
Use the above standard abbreviations.
NOTES:
NOTES:
Horizon Depth -in inches
Soil Wetness — inches from land surface to free water or inches front land
Depth of fill -in inches from land
surface
surface to soil colors with chrorna 2 or less — record Munsell color
Restrictive Horizon — thickriess and inches from land surface
chip designation.
Saprolite - S(suitable) or U (unsuitable)
Classification — S (suitable-) or U (unsuitable)
Long -Term Acceptance Rate — gal/day/ft'
MIS 2601 (Revised
Sanitation Branch (Review
Site Classificati=
Site Loric Term Acceptance Rate:
Evaluated By
Other( S) Present:
Remarks,

CALCULATIONS
FOR A
3-BEDROOM
SURFACE DFJP 111RIGATION SURFACE
EFFLUENT E:1'S1-*C3AL SYSTEM
FOR
Charles & Beverly MaLamb
Waxhaw, Union County, NC
jWworril-ter 73, V07
Revisea February 4, 2008
Revised March 10, 2007
PREPARED FOR:
Charles & Beverly McLamb
1700 Walden Pond Lane
Waxhaw, NC 28173
Phone: [phone]
PREPARED BY:
PIEDMONT DESIGN ASSOCIATES, P.A. CA
Suite 101 Westfield Conte,
125 East Plaza Drive
Mooresville, NC 28116 ffiZ
Phone: [phone]
Fax: [phone] ZZ-

McLaMb 3 Bedroom Surface DIde Sasso, Seeks. Daft, Noven,tw 30, 2007
: 07-07-15•Ec RApased Cwkfl Ma,& 10, 2008
ELM
,nk Use _J,2QQ pal`tarok(eaffil,d)
Top Seam, Sole
2"loofteld Mike n Seats Tank Croulco, 4" Slotuhe Effluos Filter
ton Tank use _J,g , fffadi
AQ qal read
Top Grdoo Only
lent Vzjrq
W per IWWS-2004 3 2C so, 18',, G 01
Dolanq Tank Use Amalmox A", 20
Use 3 pop flat fi3O
vigpRal,
1.200 Goose Santo, Tank
Otollr Length FT
Inner
Outer Wafth
- finnellpt 5011 1
Ft
Inner Heqhtt, Ft
VaofOmttwDsmfacedE_ 52800 Lb
laft of Tank 11 To- Butort,
"100' L
0'
60 Lo Inall
1466-7,5F Lb Bado,
R23 -DO Lb None
-N-88TE Lb Total ?auk 'Alt
ME
r 0
0 IS
L4
401 _C C
4 21
Mcf0winbul ­E� �17�_ Inchs, of Coval 1!060
Total ��S Lb Tolat Ta,�k Ovslbmde,
]Lh
Water -
21,528,00 ,L,p T-5-
spencer Capefabowls Account for Were, to Tank, Do Not plane 1,11fir—
and is Saturated ar Dopog Extryorrey vort Crorkitsonr,
ADVANTEXAX-20
Order Lerenh r_FFU_'j Ft
innis, Length
­� �Ft
Wet VV.dth F1
�proa WoPth, ��l rt
Ounso Helrme, I
, � �4�Fl
Inner rosqrs �— � 5�l Ft
"Of Watel CholPhlCold E�:._ 8=6 Lb
N of Unft[:=3_QjqL:] Lb Toad Unit not
-ate, 3,916.31
TIFLOATAVONPLANGES SHALL GEADDED TO UNlTTO KEEP 1oVfTrP0MFL0ATdvG
rorGRorykfo
1200 Grone, Rnuc. Tank
01,10, 56
Ft
Innin, I 'k—
011ie' Man Fl
,'net Walith j 2�� 5,Ft
of
ip He cod 500 F1
fokddqM:=__A R
Wt
01 volorn Dklw4cos12357w
vlo, of f and foE,,'Cl 0-0 ILb Toe, & 6,,fton;
41,,FO_00�Lb Ends,
Lb Sfd,,$
L 23 Lt, Total Taot, Do
Mof0verowden —i( _)',Lh (W 36incheso4Cove,
LI, Tomf Taok & SM OwbwrkeY,
vvatkf 2 �,52&60
soppy Aowrldf to, Wahe, nr Took, Do Nor P,uno Atroo
odis Stehadlodin Dunno E,rnenowy Well Condsonal,
Goosarknotep, We,, Enwiertoord Choml 8orme7si Erra7oreon, Lloe, eno adooq 4re Rtoflo
3,000 Gan." F� 1P ank
Oulls L-ler, _L11,MT
7j:0 '
I or Lerafth _ 1'2 00 !FI
C, pro Vlodn, r,r,F, sr'lariArdth,_ 5,0Q (Zo, ap "doos,_ 6 56 IFt
Off W Wants Donowecoo Z
Vn, of Taek Z-, 60— 1 J, loi, & Bottom
11 L1> E,,d,,
1411M,6_0_�Lb Sales
T.WrI Tto,e tok
Vilt of Oventso I don =CqUIT'�, �_CL� Lb n. 24 iodme of Cooss,
EntaY,4 4,
2�;Uf) Lb Total Tank % anti OverbwAll,11
[=WtTer—
ancy Casculatrons A=tint Do Wrido t, rook, Do Nor Punto Mhen
,d is Safurated a, Duanq Eforenrell, Viet Corraftesly,
,olautundate, Wide, Eacouneres, Sourn, g6roolod,
Davy
vrdurne,+, rarn,� 4 Dle", '_jorro� _j1a:1Inw lum,,, T,n,
k000t In 2 tncncs Iron, 'lpo" Bottom
Purw raw IF Inctlesfirm,'Tankrioltern
colion, l,swarlei7yq� lachey
& fl otaq, �i,o,Ideo :21=10 Gals
A mourn, f Lot ratio �l.oxyeoi 7 7 bf Day,
1pedd,p xp,

McLamb 3 Bedroom Surface Drip Septic System Original mate: November 30, 2007
t: 07-07-1 -EC Devised Date: February 12, 2008 ,
v Surface Drioline;Disoosai field Calculation
t11)n the shaded area:
Notes:
per day (gpd)
360
gpd
c loading rate(in/w)
0.4300
in/wrk
Determined by Soil Scientist
tuned
9520
square ft
Area= LF Tubing x 2
>w PC or Classic
PC
dripline
Spacing
2
ft.
Normally 2 ft. except for heavy clay or septic effluent
Spacing
2
ft.
Normally 2 ft. except for heavy clay or septic effluent
20
psi-
Normally 20psi;
q ired at dripfield
46. 0
ft, of head
Multiply Req'd Pressure by 2.31
'low rate
0.53
gph
At 20psi. PC flow rate is 0.53 or 1.02gph, Classic flow rate is 1.30 gph:
of Wasteflow dripline
4760
ft '
Area/spacing
of emitters regired
2380
emitters
Length of Wastef ow/emitter spacing
)w rate (gph)
126140
gph
Flow rate x number of emitters
)w;rate (gpm)
21..02
gpm
Total flow rate 160 minutes
square ft. per hour
0,13
gph/sq ft`.
Total flow rate / area
square ft. per day
004
gpd/sq ft.
Flow per day 1 area
emitter per day
0.161
gpd/emitter
Flow per day / number of emitters
epth applied per day
- 0.061
inches/day
(Daily flow/area) x ( 31cu in/gal) / (144in/ft2)
Design\McLamb Drip.xs

ct: McLamb 3 Bedroom Surface Drip Septic System Originai Date- November 30, 2007
ot#. 07-07-16-EC Revised Date: February 12, 2008
aid Pump Calculation (Dosinai
e rill in the shaded area,-
Notes.`
per of Zones
3
gum pump capacity
7.20 gpm [total flowrate(gpm) of field sizing sheet[![# of zones)
! submain & header pipe dram
1 inch See PVC Charts on page34 in GeofloWs Design manual
ure Loss in 100 ft of pipe"
1,32 psi See PVC Charts on page34 in Geoflows Design manual
in head in 100 ft of pipe
3.05 ft of head Multiply psi by 2.308
t from pump to tank outlet
7 it,
Pion increase or decrease
15 ft. Height change from tank outlet to pinched"
Static head
22 ft, Height change from pump to dripfield
ice from pump to field
475
ft. Measure length of submain
dent length of fittings
95
ft Estimate loss through fittings (20% OF PIPE LENGTH)
=quivalent length of pipe
570
ft
ffective feet of head
17.37
ft,
required at dripfeld
46.20
ft from field sizing sheet
loss through headworks
8.78
ft. see pressure loss tables in Geoflow s Design manual and multiply by 2,31
=riotion Head
72 34 ft: Sum friction losses
Dynamic Head
rJ4.34 ft. Sum Total Static & Friction Heads
um Pump Capacity
7.20 g2m P, 94 ft fDH
e the Pump
Model Number: 6031-0007 Manufacturer. Zoeller
time required per zone.
�r of Zones
3 of Zones
3e Flow per Zone
7.Q1 Flow per Zone
i of Dose
8.55 Pump Run time per dose
sr of doses per day (per Zone}
2 # Doses per Zane Per Day
360.00 Gallons/Day;
This calculation is for dosing zones individually
DesigntMcLamb Drip,xls

Lamb 3 Bedroom Surface Drip Septic System OriginalDate: November30,2007
'-07-16-EC Revised Date: February 12, 2008
mo Calculation (Flushirm)
the shaded area:
Notes;
pump capacity
13.51 gpm
From DripNet Program results.
a
1.25 inches
from dosing sheet.
s in 100 ft of pipe
4. 6 psi
See PVC Charts on page 33 in Geoflow's Design manual
I in 100 ft of pipe
9,85 ft of head
Multiply psi by 231
Dump to tank outlet
7,0 ft,
from dosing sheet.
grease or decrease
1&0
�A
from dosing sheet,
mad
22�O ft,
from dosing sheet.
mgth of fittings
95 ft,
Estimate loss through fittings
,n pump to field
475 ft,
Measure length of submain
ient length of pipe
570 ft
� feet of head
56,15 ft,
wd at dripfield
4620 ft:
from field sizing sheet.
:roes headworks
15.67 ft.
see pressure loss tables in GeofioWs Design manual and multiply by 231
.rocs dripfield
E= t
From DripNet Program results
, Head
161 16 ft.
Sum friction losses
is Head
183.16 ft.
Sum Total Static & Friction Heads
,no Capacity
93.5 n @
18316 ft TDH
:lump
Model Number:
5031-0007 Manufacturer: Zoeller
Zones are to be flushed:
se eratel
t!517
Ever)
th cycle to
be a designated flushing cycle.
the flushing cycle the Flush valve shall close.
Design\McLamb Drip,xis

�MARY OF INPUT
IBER OF LATERALS -
8 INPUT FILE NAME: mczlln. sc
AL LAT. LENGTH, FEET =
1630" OUTPUT FILE
NAME: mozl out. sc
0E DIAMETER, INCHES =
0.55 EMITTER SPACING, FEET - 2
TER FLOW, GPH -
0,53 MIN. SCOUR VEL. = 2
T LAT, NUM. =
1.00E+00 OUTLET LAT, NUM - 8
CISI )N, HARDY CROSS SS --
3.14E-06`OVERALL
= 0.0001
D LOSS ADJ. FACTORS
. MAN. = 1 RET. MAN: -
1 LAT. =
1:15
wRAL NETWORK DETAILS
TNUM LENGTH
NUMLPS INFLOW
EMFLOW OUTFLOW OUTVEL
1 123 '
3 3,178068
0,4946709 2,683397 3.620708
2 142 '
1 2.995533
0.6006718 2.394861 3.231386
198
1 2,674067
0.8480048 1,82 062 2A63906
240
1 2.535133
1,042335 1 A92798 2.014232
5 242
1 2.535804
1.042335 1 A93469 2,015137
234
1 2,560023
1.007002 1,55302 2.09549
7 229
1 2,578157
0.9893361 1.588821 2.143796
222
1 2,611531
0.9540035 1,657527 2,236501
IFOLD NETWORK DETAILS
MANNUM INDIAi
INLEN INFLOW
INVEL ' OUTDIA OUTLEN
OUTFLOW OUTVEL
1 1.049
4 18A9025
6 858446 1.05E+004
-2.670151-0.990418
2 1.049
4 15A9471
5,747334 1,1 49 4
-5 056186-1,875452
3 1,049'
4 12,82065
4,755463 1.049 4
-6.87342 - .549505
4 1,049
4 10.28552
1815127 1,049 4
-8 366219-3,103217
1.049
4 7.749713
2,874541' 1,049 4
-9.850854-3,653901
6 1.049
4 5A89689
1,924971 1.949 4 -
-11,39504-4126676
7 1,049
4 1611531
0968675 1,049 4
-12,97945 -4.814 67
MA Y OF OUTPUTS:
>HING FLOW, SUPPLY SIDE,GPM
21,66832
EMITTER FLOW, GPM
7.04016
1RN FLUSHING FLOW„ GPM
14,62815
FOLD VOLUME, GALLS
= 2.514196
LATERAL VOLUME, GALLS -
20.1174
kL NETWORK VOLUME, GALLS
= 22,63166
NETWORK FILL TIME, MINS. =
1.044458
'VEST LATERAL DETENTION
TIME WHEN FLUSHING, MINUTES, =
1 A82533
THING CONDITIONS.
ILY MAN, HL., FEET =
2.28334
RETURN MAN, HL., FEET -
1.382712
LAT. HL., FEET =
46.81515
FIRST LAT. HL., FEET =
47,71123
KWISE LOOP HL: =
49,09849
COUNTER -CLOCKWISE HL
49,09394
J TOTAL HEAD LOSS =
49.0961
VARIANCE =
9.26E-05
IATION CONDITIONS:
'LY MAN. HEAD LOSS =
-0.3731734
LONGEST LATERAL HL. -
4.316879
,L NETWORK HL.
4,690053
DATA
L ITERATIONS
478
INITIAL ITERATIONS
206
OF FLOW INCREMENTS =
2
TOTAL FLOW INCREMENT, GALLS. - 2.77013

ARY OF INPUTS:
�_-R OF LATERALS =
8
INPUT FILE NAME:
cz in,
LAT. LENGTH, FEET =
1578
OUTPUT FILE NAME.,
mo 2out,asc
DIAMETER, INCHES =
0.55
EMITTER SPACING, FEET
2
wR FLOW, GPH =
0.53
MIN. SCOUR VEL, =
2
LAT. NUM. =
9
OUTLET LAT NUM -
16
5ION, HARDY CROSS '=
11381 E-06
OVERALL =
0.0001
LOSS ADJ. FACTORS
IAN. = I
RET. MAN. =
1 LAT& =
1.15
AL NETWORK DETAILS
TNUM LENGTH
NUMLPS
INFLOW
EMFLOW OUTFLOW OUTVEL
1 218
1
2,453239
0.936335 1516904 2.046759
10
1
2A78181
0.901002 1.577179 2.128088
3 206
1
2,492342
0,883336 1609007 2,171033
4 198
1
2.523278
0.848003 1.675275 2.260448
194
1
Z545327-
0.830337 1,714992.314036
6 188
1
2.57283
0.81267 116016 2.37 984
7 182
1
2.624141
0.777338 1.846803 2A91891
8 182
1
2.64925
0.777338 1.871911 2,52577
)LD NETWORK DETAILS
MAN UM INDIA
INLEN
INFLOW
INVEL OUTDIA OUTLEN
OUTFLOW OUTVEL
1 1.049
4
-2A53239
-0.909961 1.049 4
-1.508073 -0 559378
1,049
4
-4:93142
-1,829173 1.049 4
-3.076421-1,141113
1.049
4
-7-423767'
-2.753 41 1.049 4'
4.67 6-1.734655
4 1.049
4
-9, 47042
-3.689 579 1.049 4
=6. 4 041 -2 352775
5 1.04
4
-12 A9237
-4.633698 1.049 4'
-8,049202 -2 985628
1.049
4
-15.0652
-5,588018 1.049 4
-9,809367-3,638513
7 1,049
4
-17.68934
-6.561369 1.049 4
-11.64734-4.2028
kY OF OUTPUTS:
NG FLOW, SUPPLY SI tE,GPM =
20.33859
- EMITTER FLOW, GPM
6,828166
14 FLUSHING FLOW, GPM
1151043
>LD VOLUME, GALLS
=
2.514196
LATERAL VOLUME GALLS -
19.47568
9ETWORK VOLUME, GALLS =
21.98987
' NETWORK FILL TIME, MINS. =
1.08119
5T LATERAL DETENTION TIME WHEN FLUSHING;
MINUTES. -
1,355395
NG CONDITIONS:
'MAN, HL., FEET =
-2.136273
RETURN MAN, HL., FEET -
9 58E-01
J, HL., FEET =
4315481
FIRST LAT, HL., FEET =
40.06456
(VISE LOOP HL.` =
43.15481
COUNTER -CLOCKWISE HL =
4.32E+01'
OTAL HEAD LOSS =
4315683
VARIANCE -
938E-05;
"ION CONDITIONS.
MEAN. HEAD LOSS =
0
LONGEST LATERAL HL,
3162431
JETWORK HL, =
3,162431
TA
rERATIONS
356
INITIAL ITERATIONS
165
FLOW INCREMENTS
2
TOTAL FLOW INCREMENT, GALLS, = 1.652427

RY OF INPUTS:
2 OF LATERALS =
9 INPUT FILE NAME: mcz3in.asc
.AT. LENGTH, FEET =
1552 OUTPUT FILE NAMFfncz3out,asc
NAMETER, INCHES =
0.55 EMITTER SPACING, FEET = 2
R FLOW, GPH =
0.53 MIN. SCOUR VEL. = 2
kT. NUM, =
1,70E+01 OUTLET LAT. NUM = 26
ON, HARDY CROSS =
2.82E-06 OVERALL = 0.0001
:)SS ADJ. FACTORS
�N. = 1 RET, MAN. = 1 LATE. =
115
L NETWORK DETAILS
LATNUM LENGTH
NUMLPS INFLOW EMFLOW OUTFLOW OUTVEL
1 186
1 2388633 0,795001 1,593632 1150288
2 188
1 2.376439 0,812668 1.563771 2,109996
3 192
1 2364943 0.830334 1.534609 1070647
4 196
1 2.356477 0.848001 1.508477 2.035388
5 197
1 2364101 0.848001 1.516101 2.045674
6 202
1 2,363686 0.865667 1.498018 2,021276
7 168
1 1500055 0724336 1.775719 2,395977
8 122
1 2,836136 0,512338 2.323799 1135501
9 101
3 1127632 0,38867 2338962 1695682
LLB NETWORK DETAILS
MANNUM INDIA
INLEN INFLOW IN EL OUTDIA OUTLEN
OUTFLOW
OUTVEL
1 1,049
4 -2.388633 -0.885997 1,049 4
-1,584802
-0,587838
2 1,049
4 -4765075 -1.767472 1.049 4
-3,148575
-1A67877
3 1.049
4 -7,130016 -2.644682 1,049 4
-4.683183
-1737097
4 1,049
4 -9486498 -3.518753 1.049 4
-6,191659
-2,296624
5 1,049
4 -11.85059 -4,395649 1.049 4
-7103347
-2,857343
6 1.049
4 -14.21428 -5272393 1.049 4
-9192531
-3,409714
7 t049
4 -16,71434 -6.199719 t049 4
-1t}.96826
4.06837
8 1.049
4 -19.55048 -7,251709 1.049 4
-13,28322
-4,927043
kY OF OUTPUTS:
IG FLOW, SUPPLY SIDE,GPM
22.67811 EMITTER FLOW, GPM =
6.677999
FLUSHING FLOW, GPM
16.00011
-D VOLUME, GALLS
= .873367 LATERAL VOLUME, GALLS =
% 15479
!ETWORK VOLUME, GALLS 22.02815 NETWORK FILL TIME, MINS.
0,97134
T LATERAL DETENTION
TIME WHEN FLUSHING, MINUTES,
1191183
IG CONDITIONS:
MAN. HL,, FEET =
-2.812515 RETURN MAN, HL., FEET
1.307737
r, HL., FEET =
38.31625 FIRST LAT, HL,, FEET =
34,19949
fISE LOOP HL. =
3831625 COUNTER -CLOCKWISE HL =
3.83E+01
)TAL HEAD LOSS =
35.31799 VARIANCE
9. 12E-05
ON CONDITIONS:
MAN, HEAD LOSS =
0,273932 LONGEST LATERAL HL.
2.52E+00
ETWORK HL. =
2792909
'A
ERATIONS
599 INITIAL ITERATIONS =
256
FLOW INCREMENTS
2 TOTAL FLOW INCREMENT, GALLS, =
2,659856

OPERATION AND MAINTENANCE MANUAL & OWNERSHIP
RESPONSIBILITY
FOR A SURFACE
DRIP IRRIGATION SEWAGE EFFLUENT DISPOSAL SYSTEM
FOR
A 3 BEDROOM RESIDENCE
LOT 95 THE FARMSkT HEARTWOOD SUBDIVISION
WAXHAW, UNION COUNTY, NC
November 29, 2007
Revised NfLr& 10, 2008
PREPARED FOR:
Charles & Beverly McLanib
1700 Walden Pond Lane
Waxhaw, NC 28173
N ASSOCIATES, KA,
,enter
Mooresville, NC 28115
Phone: [phone]
Fax: [phone]

OPERATION AND MAINTENANCE
General;" With proper operational and maintenance. ice, the waste treatment and disposal facilities should provide
lam terry successful treatrrrent and disposal of the wastewater generated by the source. It should be emphasized
that the treatment facilities, although relatively simple in concept and operation will require attention if they are to
perform property. The operator- in responsible charge should be attuned to the passible changes in wastewater
quantity and characteristics, to the operational condition of mechanical equipment, and to weather, soil and plant
conditions affecting the performance ofthe drib irrigation system.
This system is designed with a various components to treat the domestic wastewater from this residence and
reduce the waste strength to an acceptable level for land application by drip irrigation, This system is comprised
of several components, The components and their purposes are as lWlows:
Septic tank with Effluent Filter
The 1,200 gallon septic tank with baffle is the first component to accept the waste from the residence. The septic
tank is designed to separate the solids f -om the liquids that flow out of the plumbing from the residence. The
Solids settle to the bottom in tine first chamber and scum floats to the top. All of the liquid is suspended in the
middle and floes through the baffled wall to the second chamber. In this chamber of the tank, further settling
occurs. The finial settled out waste bows through the slatted effluent filter to the recirculation tank. The
plastic/PVC effluent filter is designed va ith l;t l u" stets to allow for effluent to flow through and trap very tiny
particles.
Recirculation Tank
The effluent flows out ofthe septic tank and effluent filter to this tank. This tank is not baffled and its purpose is
to housethe cleaned effluent and act as a polishing house while; the pump in the tank doses the secondary
treatment filter.' Effluent must Maass through a filtered effluent pump vault before reaching the pump that doses the
Advantex Filter. if particles cannot pass through the pump vault, they will settle out in this tank, Effluent is
dosed by tinter- to the secondary, treatment ut€it and flows back to this tank by way of recirculating splitter valve or
on to the drip~, field dosing tank based on tank liquid level, Treated effluent that passes back into this tank is sent
hack by pump over the treatment unit. This process will continue until the floats in the splitter valve forces
treated effluent onto the drip field dosing rank.
Advantex Treatment Uflit.
Effluent ;is pumped into the pod by way, of PVC pipe from pump in recirculation tank. The effluent is Trumped at
low pressure through a network of PVC pipes* to nozzles in the pith. 'fire effluent is sprayed over the flanging,
tightly packed. non -woven textile sheets. These sheets have; surface area to allow for a colony of bacteria to grow
and eat down the waste strength. Effluent that' falls through the streets and any sloughing that occurs on the sheets
falls to the bottom of the: enclosed filter and flows brick to the recirculation tank through the recirculating splitter
valve.
psint "fads;
Tire 3,000 gallop punair tank is designed to hauled tlae final polished and treated wastewater before dosing the field.
This tank is sued so that in the event of wc, or inclimate vveather, the tank will store the effluent instead of dosing
onto the surface until weather permits, This tank houses a turbine purrip capable of lifting liquid at high elevation
head and supplies enough pressure to fill tlae networks of drip irrigation. The float in the tank allows different
pump events controlled by,, a pt trei located outside: ofthe tarok. The lowest pump basically protects the pump and
permits the pump from corning oil until this float is activated. Typically. this float is set so that the pump remains
submerged at all times. The: second float tells the control panel that there is enough effluent in the tank to allow
for a full dose to a drip crane, If the pump enable Boar becomes fouled, there is a timer override and alarm float to
prevent tire system frorn backing up, If dais float is activated, the operator is contacted and the alarm horn and
light will be activated on the control panel. Once the pump enable float is activated, the pump will pump down
the effluent at operator set intervals. During any talarrn condition, the operator is required to see' tine reason for
this. 'fie control panel shall record each ol`these conditions and shall be done by the operator as well.
Rain Sensor: The rain sensor is as ra cchar,ical device that easily wins into the control panel, then shuts irrigation
oft'during a storm event and keeps it off, automatically compensating for the amount of` rainfall that occurred.`
Disks absorb water and expand "proportionally `to the amount of rain that fell (e.g., a small cloudburst would result
in little absorption. a n" thunderstorm would lead to more absorption and expansion). As the moisture -laden disks
expand, they eventually activate a 3avitch that interrupts the circuit from the controller to the solenoid valves.
Once dry; they contract and release the switch, Thus,, Mini-C"lil: automatically resets without ever affecting your
controller.
.
O&M Manual i`a-e 1 Novernber 0, 2007
Zn
Revised March 10, 200

UV Disinfection:
The UV light isi housed in a minimurn 24" diameter riser with boll down lid, This unit is pressure closed by the
drip field dosing tank. This is designed to kill of tile rernainin- bacteri,} in the effluent leaving tile system before
y
reaching the -round Surface, This Ii.,zilt, at times, can (act coated with ah,a,., and/or aunk, It has to be cleaned once
t7 -
a week to ensure proper operation. If the unit be ineffective. a degradation meter tied to the systern notifies
the control panel that the light is not effective anymore and that it needs to be cleaned and/or replaced.
Headworks As�ctnl�bj-y:
This is the irrigation vaives that allow for the zones to be dosed at different intervals, This also records the
pressures in the field to prevent the field from not operating properly, There are several solenoid valves that open
and close by way of they control panel. A spin Ater in the headwncrk's protecis the drip field as ivell. This is a 150
mesh screen the keeps the tiniest of particles from reaching the emitters. Occasionally, this will happen but this is
installed to prevent this problem, Occasionally. the drir field will flush and all of the zone valves will close and
the flush valve will open, This allow-s for the system to run backwards and not ernit any effluent onto tile ground
but at a speed high enough to clean the inside of the piping to and from tile drainfield and the drip tubing. The
tubing fit the field is designed \vith a chemical lining tc, prevvnt gro-wth inside of the tubing, Flushing waste is
7
returned to the head of the plant in the first riser ofthe tar,,L
When testing, the operator shah maintain a permanent record of flow and pressare readings for
comparison of readings taken at startup. He shall have knowledge of how, to maintain the system to ensure
readings stay within hounds.
Waste Characteristics: The waste treatment l'aciPties have been desiLmed for tile treatment of a limited volume of
dornestic type wastewater only, No other typC Of waste StrCarn including condensate water shall enter the system.
The detection by the operator of nuisance conditions or odors reflectim-, the introduction of other types of waste
into the system should be immediately investigated and the source eliminated,
Bypsing: Bypassing of wastewater is strictly prohioneo by iaw and subject to fine,
Water Usage: The Owner/Operator shall record rnonthly the water consumption by recording water meter
reading. The records shall be kept on file and be retained in permanent records, Anv excess water usage shall be
stopped immediately. Ifirrigation is to be used, a separate meter is to be installed at the residence.
Effluent Mori itoring: The effluent from the facility shall be monitored at a point prior to irrigation every March,
July and November for the following parameters: BOD5, TSS, Fecal Coliform, PH, NH3 as N
5ystcm� Maintenance: ThO e wner is responsible for tinemaintenance
aintenance and proper operation of the surface
application sewage treatment and disposal system, 'The system shall be maintained at all times to prevent seepage
or discharge of sewage or effluent to surface water, 'file system shall be checked monthly and the contents of the
septic tank removed periodically to ensure proper operation of the system, If seepage or other malfunctions do
occur, immediate action should be taken to remedy the problem. 'file Owner snail practice water conservation and
maintain the system as outlined in Owt Qr5hipI 1e�j2,g) ns, �) i ri
--L--
All float switches shall be checked to determine that the are rot finded, and that the proper volume of effluent is
being pumped. Pumps should be checked to ensure that they remain Submerged and are operating properly. The
alarrn systern shall be checked for proper operation, The "push to test" nation on tile alarto should be checked.
Pump maintenance should follow the manufacturer's recommendations. All of this shall be done monthly.
Septic Tank-: Tile septic tank represents a reliable treatment unit WhiCh, when shown a measure of respect for its
specific weaknesses, should provide years of service,
Annual inspection and cleaning of scurn and sludge in the septic tank is crucial in achieving required treatment
and preservation of the surface drip fields. After initial construction . the septic tank contents should be visually
inspected annually. Upon removal of tile plug in the inspection port on tile septic tank, if the thickness of scum
and sludge layers combined exceeds approximately 24"o of the total x,,Nater depth of tile tank, and then the tank
should be cleaned of its sludge and scum by a licensed septic tank PLITaper. Tank shall not be purnped during wet
conditions. Sludge accumulation can be checked by using a -Sludge JUdge-
Slotted Effluent Filter- On an annual basis, clean and inspect the effluent filter. When washing tile filter, debris
must be sprayed directed back into the septic tank and not onto the lawn.
OSI Advantex AX 20 Treatment Unit', Owner and operator shall read the attached Operation and Maintenance
Documents for the Advarnex 'Treatment unit and becorne familiar with all components,
O&M Manual Pa--c 2 November 30, 2007
Revised March 10, 2008

Recirculation Tank. Periodic cleaning of scum and sli
should be Visually inspected annually. Upon rein
e recirculation tank is crucial in achieving required.
ina. After initial construction, the tank contents
:r in the inspection port on the recirculation tank, if
oximately 10% of the total water depth of the tank,
and theta the tank should be cleaned of its sludge and scum by a licensed septic tarok pumper. Tank shall not be
pumped during wet conditions.
UV Disinfection Unit: The UV disinfection unit shall be inspected can a weekly basis and cleaned if needed. Bulb
shall be rinsed off into the septic tank with hose and then shall be wiped using a clean cloth. Drip field dosing
pump and UV light shall be turned off during UV inspection & maintenance.
NOTICE!! UV light can cause skin and eye damage! Use caution when working around ultra -violet (LTV) light.
Avoid looking directly at the LTV bulb when it is turned on. Briefly look only in the general direction of the UV
bulb to determine if it is operating. The power source shouldbe disconnected and extreme caution should be used
when servicing, the unit. Do not force. the UV bulb in any way while removing it or it may break
o The UV bulb should be cleaned weekly and replaced every one to two years.
• Remove the access cover to :gain access to the UV bulb
• Check to see that the t_lV bulb is working
Disconnect the power from the LTV unit
• Disconnect the UV bulb from the power/sensor wire.
• Gently lift the UV bulb from its holder and remove it from the disintector unit.
• Clean the LJV bulb by carefully wiping it with 4C)ctca cleaning solution to remove any residue present on the
outside of the bulb. It is cart-raon to find soane scale buildup and discoloration on the outside of the bulb
coverino. Scrubbing with a plastic badirc�oan-type scrubby ntay be required to remove this buildup.
• Gently reinstall the UV bulb into the disinfector unit in the center hole. Pay special attention as you lower
the UV bull- into the disinfector unit that: the; bottoan of the bulb rests in the lower bulb -holding fixture of
the UV disinfec:tor.
• Reconnect the. UV bulb to the power/sensor cable
Reconnect the UV unit to the power source.
Inspect the bulb for proper,otteration. (make sure it liftXltts LIP)
Place all switches in the run position,
Reinstall the access covers
I?u 'f arik: Owner and operator ,hull check the water level of the pump in the tank and make sure that the floats
are not fouled and that the floats are operating properly by lifting cacti of tine floats and making sure that each is
doing its purpose (i.e. Lift alarm float :and audiovisual altarin triggers at panel), Tank shall' not be pumped during
wet conditions;
Pump: Operator shall read and become, familiar with the pump installation and service manual for the pump
attached to this O&M Manual.;
Alarm Conditions: Owner shall be aware of procedures to follow in case, of alarm, Owner can silent the alarm
Barn on the panel coven and contact the Certified Operator. Once the alarm is activated. the flashing and audible
alarm unit must be shut-off manually by the operator. Once the alarm has been deactivated by the system
operator, he/she shall inspect the control panel and the pump tank for reason of activation. Once the reason for
alarm activation has been discovered and corrected, the operator shall note on the records and leave inside the
panel cover for future referen z.
Rain Sensor- Owner and operator shall inspect monthly to make sure that the sensor is operating properly by
spraying with water prior to a Heise cycle. empty and test to see whether the pump enables again once sensor is
clear of moisture. In the event of a prolonged rain event, the Enaincer has provided the enough storage in the
pump tank to allows for, 5 days of f oNvs I't'om the tesidc nc e without an irrigation event. If in any event the unit
becomes footled and will not allow the; control panel to call for a dose during desirable weather, the ORCshall
open the control' panel for the drip dosing pa rrm and manually pump down the tank using Id-O-A Switch. There
is no required maintenance for tile unif.
Troubleshoothio
Follow these simile checks first bef`c r; assuming the unit is bad and replacing it.
Sasleni willitem conn, or> car a/'1
A. Fist, check to sep that the Mini-Clik discs are dry and the switch **dicks" on and off freely by
pressing the top {file {spindle.
O&M Manual Page 3 November 30, 2007
Revised March 10, 200

B. Next, look for breaks in the wire leading o'hr� Mini-Ciik and check all Nvire.jrancticans:'
C. Finally. if the Mini-Clik is dry" °end the win., leadin,x to it is good, check the Mini-Clik switch by
nicking the insulation ot`tlle two "Outer"" wires near the unit to expose copper. Turn one sprinkler
zone on, and apply as "Jam per wire" across the two exposed wires, if the s rinkier now comes on,
the switch is bad, Wrap all niched wires ve iah electrical tape,
}}`.$t''PT1 T7CLI.S"h?y o +'lse7 afier hetil l 10 fcf?(:
A. Cheek wiring for correctness (see "Operation Cheek to Verify Correct Wiring").
B. Check sensitivity setting on Mini-C.lik — move cap to more sensitive setting,
The Mini-Clik is an accurate rain' gauge and can be verified by setting' up a "tube"" type rain gauge
in the same vicinity and retaking periodic readings.
C. Is the rainfall actually hitting the l"ini-C?lik:l Cherie tot obstructions to rainfall such as overhangs,
trees or walls.
`sp System: >y�maintenance, should be scheduled ai called (or herein by Qualified ro erly trained
astewater systern maiprenajjclz r r< nr7cl ainter:ance items should be )giiotan�ed ntontlily as fellows:
(1) Remove the spin -clean filter base.. and install a new stain e ss steel filter screen. Thoroughly clean the
used filter screen and maintain it in stock tb - the next schcduled system maintenance.
(2) Manually operate drip field supply Pump by opening controenclosure and daring H-0-A 'selector
switch in the "H" or hand operatedposition,
(3) Monitor and document sysvmi operating pressure frow pressure gauge' located irm-nediately
downstream from I'" spin clean filter- and Scitraader vraIves located at the ends of"the manifolds. (Record
pressure readings and compare waith previous rcad;ng,s. This will provide a food indication of the
system operation,)
(4) If system is operating at design pr sstnLLc, return the 11-0-A selector switch in the punhp control panel to
the "A" or automatic operation setting,
(5) In the application field area, remove the lids for each of the: hall,.+u boxes which house the air/ vacuum'
relief valves. Inspect for ground water building, C t ;an and evacuate valve boxes as necessary.
(6) Maintain and check the Rain Sensor to ensure proper operation, Read the attached manufacturers rers cut
sheet and become familiar with component,,,,
(7) Maintain and ensure that the drip field surface drains properly. Monthly walk the drip field, note any
ponding of heater and correct problem, Remove any down limns, trees or sticks, 11" any dead limbs
still (attached to trees, remove so that falling limbs do not d mage or puncture drip tubing"
(8) Mote systern maintenance and findings to Owner as required by the permitting authorities.
cess to the a ' lication area surface drin field steal be restricted at all tunes by dual stranded wire fence
other Engineer approved method, tinder- no circumstances should heavy equipment be allowed to travel'
-r the application area and tankage. The area ofthe drip bed shall be maintained with a natural vegetative cover'
prevent erosion, No traffic' shall be allowed on top of the treatment 'units as they are not constructed to
hstand vehicular traffic unless installed in a traffic ;area
xriaaaily: Daily attention, routine maintenance. and common sense operation of the wastewater treatment-
ilitiies described herein should continue to provide environmentally safe and satisfactory mechanical`
'f"orrna ce for many years, A lack of such care will most certainly create innumerable problems andi`
necessary expense, A certified operator and a backup operator Nviil be required prior to the Engineer's
tification of this system.
M Manual Pa0c 4 November 30. 2007
Revised March 10, 2008

OWNERS"IP RESPONSIBILITY
It must be kept in mind that this system is designed to accept a moderate amount of wastewater (which is called
the EFFLUENT), in a minimal Nvater absorbing soil, Conservation measures rnust be undertaken by all members
of the facility to minimize the volume of water entering the disposal system. including. but not limited to, the
following precznitions�
I Provide water conserving plumbing fiXtUres within the facility, including toilets with flush volume not
1 Develop conservative water use habits.
1 Monitor and maintain the system as necessary for proper operation.
4. Inspect the septic tank and effluent filter annUally.
5Inspect the UV unit weekly and clean if needed.
6. ln.3pe,,t thc rain sensot monthl alono Nvith all other components of the irrigations system.
7. Make rapid repairs �o leaking, rflunibing fixtures and faucets,
& Maintain filters on ati as needed or scheduled basis,
9Maintain a natural vegetativo cover over the disposal field by keeping a canopy on the trees in the disposal
area between 6 to 8 feet above around level and keep any brush or saplings at a minimal height so that the
lines can be inspected for datna0c by walking the disposal area, These items shall be removed by hand to
minimize disturbance to the di,,posai area.
10It is important to restrict the access to the disposal area to minimize the chances of disturbance to the area.
VeriAl that the minimum duai-stranded �N'ire is clearly visible and is not damaged or broken.

Model tank: Size:
Single/double compartment:
Cleaned?
"1 9 0 A a I a
R""R" A A

w_
t P;7
� Y
For Service Providers of
Advan lee Treatment Systems
andfor Another Carefully Engineered
Treatment System by,
-.t c eowner .Reference
Orenco Systems -
Incorporated
Clanging the t tx,f -be
Woi-/d Doer tt axieu ener'
1-800-348-9843
.O a o.co

� px

ADVANTEX* O&M
MANUAL
Treatment Systems
Table of Contents
Typical System Configuration
Treatment Process and Performance Expectations
6
• Processing Tank
• AdvanTe � Textile Filter
Typical Materials List
S
Routine Gleaning and Maintenance Procedures
10
• Control Panel/Pumps/Alarms
• Pumping System
• Processing Tank
• Textile Filter
• Miscellaneous
• Documentation
• Maintenance Checklist
Effluent Testing Procedures
16
• Protocol for Sampling, Testing, and Analysis
• Routine Tests, Frequencies, and Typical Values
• Supplemental Testing and Typical Values
Troubleshooting Tips for Operators: Process Treatment
18
• Troubleshooting Effluent Quality
• Troubleshooting Odor
• Troubleshooting Effluent Filter Clogging
• Troubleshooting Oily Film
• Troubleshooting Foam
O&M for Nitrogen Reduction
20
• The Process
• Signs of Effective Nitrogen Deduction
• Troubleshooting Nitrogen Reduction
Tools, Equipment, and Spare Parts List
22
Maintenance Checklist and (Field Report Forms
23
Appendix: The Nitrogen Reduction Process and Key Indicators
28
Abbreviations
U
Notes
31
Record of System Facts
Sack Page
Copyright Orenco Systems", inc. Property of Orenco Systems, Inc.
no not reproduce or distribute without written authorization from Orenco; f-800-348-9843,

A ANT

A VAE ilk O&M
MANUAL
%YPIcal System Configuration.-
p Vie
Mouse/Building
.Wastewater2. Watertight processing tankVII
Provides primary treatment.
Removes a majority of contaminants 5. Final dispersal
(see next page). 1 (shallow graveness drainfield,
STEP collection, strip system,
shrub irrigation, water reuse,
lagoon, wetiand, etc.)`
4. Additional filter
(only if necessary)
Provides final polishing.
Removes additional coliforrm or
r nutrients, as necessary.
3. AdvanTexe textile filter
Provides secondary treatment.
Removes Grp to 9 :t% of
remaining contaminants
(after primary treatment),

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nnAnruAL
TYPical Materials Gist
AX Series
Intat
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irnft=V" atj
nduacsiaO Filter
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Pump Basin Equipment
a variety of models and configurations.
Following is a typical materials list (excluding the
PVC Pump Basin,24" dia., w/Lie
processing tank) for an AX series system that
PVC Splice Pox
requires a recirculating sputter valve (RSV) and a
Discharge Assembly
pump, basin (some do not).
Tank Access
Float Switch Assembly
Equipment
C?renco Pump, 115V
Two Access Risers necessary:
One 2 " dia„ w/Licl
One 30" dia., /Lid & necessary Grommets
Treatment System Equipment
PVC Splice Box
Universal 13totubeO Pump Vault
Discharge Assembly
Float Switch Assembly
Orenco Pump, 11 5V
MVP or VCOM AdvanTex"AXB Panel, 115
Recirculating Sputter Valve Assembly
AdvanTe,e'AXI0 Filter wNent Assembly
And -Flotation Flanges

ADVANT xO&M�
[MANUAL. `
YPICal MaterialsRAC
Series
AdvanTeeFilter
FlIftlate Betum Line
sir
Min. 2r Via. Tank Opening
(With coverremoved)
D Plarate
sAghtd to fit site,
Discharge Pump Basin
Mrisdeifrom Pan
rice's AdvanTex'g-RX Treatment Systems
Frump Basin Equipment
e in a variety of models and configurations.
)Wiry is a typical materials list (excluding
PVC Pump p Basin, 24" dia., w/Lid
)recessing k) for an RX series system that
PVC Splice Box
ires a recirculating sputter valve (RSV) and a
Discharge Assembly
p basin (some do not),
Float Switch Assembly
ieessing Tank Equipment
Orenco Pump, i 15V
Access Risers necessary.
24" dia., w/Lid
3 " dia., /Lid & necessary Grommets
at ent System Equipment
Splice Box
sisal Biombe rump Vault
arge Assembly
Switch Assembly
o Pump, I15V
or VCtM AdvanTex" Panel, 115V
Lilating Splatter Valve Assembly
Tex'' RX30 filter w/Ventilarion
rn Assembly
Cotarion Flanges

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MANUAL
A c31t A N °T`-E X II O&M
If filtrate alkalinity is too low.
Check for sufficient aeration (measure DO)
• Check the retire ratio, a high recirc ratio
Ensure no blockage of air flow into textile filter
increases alkalinity consumption*
(indicated by thick biomat development or a
• Check influent TKN or ammonia levels and
build-up of grease and tails)
source alkalinity
• Ensure no blockage in the manifold, causing...
If a large quantity of nitrification is required, it
--- Localized hydraulic overloading, saturation
may be necessary to add a buffering compound
to the system, to raise miry levels.
Short circuiting
Filtrate
Check for Sufficient alkalinity-, if insufficient,
consider supplemental; buffering. Call Orenco
A pH level of <6 retards microbial activity of all
Engineering for assistance, if necessary
kinds, including denitrification. If the filtrate pH
Low Filtrate Nitrate Levels
level is too low:
• Check influent alkalinity level (pH drops when
Residential packed bed filters normally yield 95+
too much available alkalinity is consumed)
percent nitrification (ammonia to nitrate).
• Check retire ratios; reduce if too high*
Therefore the ammonia levels in the filtrate
should be low and the nitrate levels higher. Some
• Ask system user about chemical discharges into
denitrication typically is experienced through the
the system, including carpet cleaners, chlorine,
packed bed filter. So the normal nitrate level may
and photo developing agents
vary. Be sure you are familiar with the mode of
Filtrate DO Levels Outside 2. -6i g/L,
operation, as Some Ad Tex', modes are config-
Ran a
ured to produce lower nitrate levels, If it appears
that nitrification is dropping ff.
pP g o
If your filtrate DO is too Iow (indicating ins i-
cient oxygen), you may experience periodic sul-
. Check the retire ratio; adjust as necessary*
fide odors during dosing events, or perhaps a
(high recite ratios may drive pH too low for
more lasting smell within the filter pod. "Try the
effective nitrificationldenitrification d low
f
following.
retire ratios may not provides sufficient
aeration)
• Check for surface clogginglponding and clean
• Verify incoming ammonia levels
as necessary
• Check air flow in the ventilation fan assembly
• Check retire/blend for sufficient organic food
(RX only)
source (high BOO — see Table, page 6 --- may
• Check the retire ratio, if it's too low (<3; I+}
cause greater oxygen demand through the filter,
reducing nitrification)
increase as recess
If your filtrate DO is to i h (indicating
Adequate Time and Temperature
excessive aeration), it's likely that excessive
Nitrifying bacteria require one to two months to
recirculation or insufficient hydraulic retention
develop, and extremely cold temperatures (below
time are factors. Try the following.
0* E) retard that process. If the AdvanTex"
Decrease the retire ratio'
Treatment System has been installed in a very
cold climate, nitrification may not "kick in'' for
High Filtrate Ammonia Levels
several months until warmer temperatures are
Because ammonia is Consumed during nitriflca-
reached. Typically, a June -September installation
tion, high ammonia levels are a Sign that some-
provides the necessary temperatures for a 30-60
Ching is remiss. Try the fallowing.
day nitrification Mart -up time. (once nitrifiers
colonize, they typically continue to nitrify ,
• Check for surface cloggingfponding and clean
through normal winter conditions. Only in
as necessary
severely cold regions should additional insulation
be necessary.
p *Keep ill Mind that a xecz$c iatio,tbats coo bier can generate
j a recire nzrz`o tbars too lou, ca, tenet to libonre periodic odors
a hz hl), aerobic blamatgno th ol? the pump filter; and
during dosing events, So sem-ch for the opthnum ratite
eypicallil between 3 and 5{ -J

ACi1dANTr=X* 0&
recommended maintenance and
ward
:ing procedures require specialized
neat, and spare parts. At amini-
wire
commend you keep the following
wren+
id.
wren
ICI Equipment
30 ga
(call for information)
30 ga
Dales
Sp
erably digital) ;
contr
b
pliers--" and 12"
c
s
0
MANUAL
o
f
'arts List
watch
)ipe wrench)
lt)
;e can
;e bags
.s
parts:
reakers
ntactors
apsed time meters
vent counters
shrink tubing
ared butt connectors
connectors
salts
fittings (314" to 2")
glue/primer
pipe (314" to ")
nuts
Ilene and Clean -Up
pressure gauge to to €vU psi, u to ZUU psi)
bleach/water solution
back -pack press= washer (portable)
hand cleanser
screwdriver set (straight blade and Phillips)
paper towels
shovel
protective clothing
SMOG device
eye protection
SMUG device
rubber gloves
snake (building sewer)
towels and rags
squirt -height gauge
)
MIScelc"$neilU
stir sticks
Patience and good hurnor!
tape measure
,
f

Maintenance Checklist
kdvanTe Treatment t s_
hile regional regulations may vary, Orenco Systems requires that the following inspection and maintenance
tivitles be performed, by a qualified provider, can all AdvanTexe Treatment Systems sold. All activities are to be
�rform three -to -six months after system stark -up; and an annual field -service inspection,including sam-
n , is to be scheduled in late spring or in early summer, For AXN systems, there is to be a minimum of four
>pections during the first two years, and then annual inspections thereafter. Copies of inspection and main-
iance reports and additional comments/documentation are to be forwarded to the AdvanTea Dealer, or
io Dealer, to Orenco Systems, 814 Airway Avenue, Sutherlin, 08 97479,
aintnanca ,Activity tityttck-C1ffIN rues
Inspect Control/AlarmPanel
1) Check pump operations in manual mode 0
2) Check record pump amperage and voltage 0
3) Check timer settings Q
1) Record elapsed time meter and counter readings (if applicable) 0
i) Confirm operation of audible and visual alarms 0
nsec: est Pumping system
Verify no leaks in riser
} Inspect splice box for moisture and secure connections 0
} Verify condition of and correct operation of all floats 0
} Verify neat wrap of float cords 0
} Pull pump and clean intake screen if necessary 0
Visually inspect recirculating splitter valve and liquid level 0
ispect Effluent Fitters/Pump Screens
Clean as needed 0
Visually inspect and comment on biomat growth Q
aspect Processing Tank
Verify no inlet flow 0
Inspect liquid depth, odor, scum color, effluent characteristics p
Measure sludge and scum; recommend tank pumping, If necessary
ipect AdvanTe *Filter
Inspect for ponding; assess character and color of biomat 0
check squirt height Q
Verify proper orifice position, equal spray under orifices, no clogged orifices 0
,;heck for odors, adjust recirculating time if necessary 0
'lean and flush manifold fif necessary) 0
to -check squirt height 0
ispect fan intake vent and clean as necessary (AdvanTexO-RX only) 0
cellanous
xercise all iron, metal, and mechanical valves ❑s
eturn valves, control panel to proper settings
ubrnit required documentation 0

Field Sampling Report Form
Date:
Inspector
Address:
System Type;
The following effluent tests can be easily and routinely Performed in the field: Perform annually; or as frequently
as necessary per the methodology indicated, For AXN systems, there is to be a minimum of four sampling
wvents the first two years and then annual sampling thereafter, Record your results/observations in the space
Drovided.
as meter Methodology Typical Field Observations Pre -Test Lab Concurrence
-linty Visual, dear (f &t JTLIs or
NTUs)
idor Sniff~' Non -offensive (no
smell of rotten eggs
or cabbage; a musty,
earthy, or moldy odor
is normaQ
fly film Visual„ inside tank None (nosed, glue,
green, or orange
sheen)
Min Visual; inside tank None
{ Field 6_9
Gate Date:
Signature Signature
Field Sampler Lab Technician
check for clariv;j service providers can carry a tab prepared sample battle or bottles with known turbidities of 15
LI s and 30 JTUs, to compare against, or can use a portable tur idity meter. r4 tu�ys put e luertt s z�rzp� i a clear
tss cortrrziraer or beaker to evaluate clarity Using a small, ovable sticker write the curt, place it low on the
a er, acid photograph fur documentation,
cheek fr r odor, service providers can simply sntf the effluentsornole with the ussirtance of art olfactory snifter
rice and%r su#iao odor meamrzrzg" arket. Whenever passible, interview system users about odor occurrences and
uest ztr-eri assistance in ver ing or detecting odors.

26
u
Crate
(Current - Prev.) Intervening Days
Cycle leading CT Differential Number of
(Current - Prev.) Intervening Days
Duration: Minutes/Cycle
r
• r

Date Depth Rate of
\ d (l Accumulation
©© ta» #F2� ^
Accumulation/
Date Depth Rate of
<...
# ?Depth 2 « ?Rate of.?
(inches) Accumulation \

m
ffl

'ANNIL "
ADVANTEXO O&M MANUAL
DO level drops, the degree of nitrification will
etc.). In this case, the available alkalinity in the
normally drop as well, which could be a sign
of blinding or saturated flow conditions
watersupply may not be adequate to accomplish
— any-
thing that might inhibit free air from flowing
the full level of nitrification desired.
into the system. (Though it's quite possible to
These constraints exist for all wastewater treat -
have low filtrate DOs and still have high effluent
ment operations, regardless of whether the
quality; as measured by BOD and TSS levels.)
operation involves a suspended growth contact
Biological Growth on Filter
stabilization process or an attached growth
"fixed
packed bed filter. Packed bed systems will per -
With film" treatment systems, biological
form better, especially if they have a large
growth on the filter media is natural. The biomar
should appear light -brown to dark
attached growth surface area per unit volume
-brown in
color and gelatinous in texture,
ratio, because of the micro -sites near the attached
side of the biomat, where denitrification
typically
Influent Characteristics
occurs, returning some of the alkalinity. Textile
Influent characteristics will greatly affect the
packed bed filters, because of their large surface
amount of nitrogen reduction that is possible
from
area per unit volume ratio, tend to perform even
better. Nevertheless, additional buffering be
an wastewater treatment system. , y
may
necessary to accomplish the level of nitrification
PH: For normal residential nitrogen loads,
desired.
pH typically needs to be 6-8.
k1kallnit)r Alkalinity is essential for nitrification.
."or each part ammonia that is nitrified, 7.14
)art& alkalinity are consumed (buffering the
cidity caused by the release of hydrogen ions).
,onsequendy, if the degree of nitrification is less
han expected, it could simply be that there isn't
ifficient alkalinity to support more. Typical resi-
ential nitrification requires alkalinity above 250±-
ig/L for recirculating processes and double that
wr single pass processes, Many wastewater stream
7 not bave sufficientalkahnity to suPport complete
,ftifilation.
rastewater streams Without sufficient alkalinity
support complete nitrification may, depending
the type of process, cause a depletion in the
alinity to the point where the pH correspond-
,ly drops to a level that causes the microbial
iviry to degrade (<6-t). Recirculating the efflu-
: helps, since half the alkalinity can be restated
:he recirc or process tank, wherever denitrifica-
I occurs (and adjusting the recirc ratios may
R bring the PH back to preferred operating
4s). But wastewater streams that are alkalinity-
ved can't provide for 100% nitrification,
I use of low flush fixtures requires special
iideration. Low flush fixtures tend to reduce
--aulic loads, which causes elevation of
eNvater constituents (i.e., BCD, TSS, TKN,

I
Recordfie is
til` ` FAQ
(Record to Penctf) Property Address Greater Name _
t °tl o
Pro e C-wner a e a
P f } � Dealer Phone
Property -Owner Phone
d.Engineer Name
Property -Owner -Mail
Engineer r-une
t
Star%C1 Date
installer Name
_u
Advan%` Made(# ~� Installer Phone
AdvanTe) Serial umber (on fitter pad) .
Service Provider Name
Control Panel Model #
Service Provider Phone
Float Mode( ##(s)
Pumps) Model #(s) Regulatory Authority
.,,
Pump(s) resign Specifications: Permit ## (it applicable)
Contact 4arAe
Desig�ow . _ .... ffo-ntact Phone
Tank(s) Slzele)` _
i1 Sap V
r
Reclrc Ratio (start-up
Recirc Timer ettings„,a
AdvanTae CO
Discti - 6 Timer Settings (when ap i[Eable) Treatment System +prrenco Systems'
AkN Models meet intarporated
ih tia( Squirt Height Me requirements Cbanrng mys
of ANSI -NSA" Wvrlex° Goes Wmtewer`
Standard 40 for t-8tt0- -9
843
Dispersal Method._ Class t Systems, .orenco.co
Dirtrib and byr
AIM -a -Arx
ae}. 2.1, sr02
n _)rencc Systems' Inc.

Effluent !�jibfn6 e Pumps

TOTAL DYNAMIC NEAIIfFLOW
PER MINUTE EFFLUENT
TOTAL DYNAMIC HEAD/FLOW
M 1I)EL
I. HP
2FkP
34NP
PER MINUTE EFFLUENT
ssTaGE
;sraGe
1tlSTAGE
sasraSTAGE
Feet
'.Mats
GaL Ct'a
Gat.
kllers
Gei. :
lileta
Gal,
i.ftats
...
,
40
12.2
14.4 54.5
14.5
54„9
_
.:
p g 11FIPt i HP
MODEL
E L
1 MP
60
s29
24.4
36.6
s2:4 45$
s3 t
49.6
14A
5a.4
14.6
55.3
:
:. .PS STAGE TAG
Tt GE
60
96.6
9.4 35.5
5.5 20.5
fi,6
9.6
43A
363
13.9 '.
1.6
49,2
44.7
13:7
1s:e
51.9
4a.s
..= .,.„ __ . , ,. _ �..--.:.._ _ .v._..� .. „.;.
Feet Meters . Gal. Liters Gat. + ' Liters
Gat.
t.ttm f
240
732
t0.S
40A
120
45.9
.: . . . .. ., .. . :.
110 7t #2.2 .,7f. 92,�I ZtS 98.4
rt7.2
99,.7.
28D
813
G _
"
_
-
9.3 -
7.& `
36.2
26.6
144
9:9
41.8
37.5
.. ._._. ,.
2 4 20,5 7 A 23.E 88.2
2z .
92 t
32tl
360
93,5
1
_
W
m
5,6
21.2
6.7
32.9 -
..:
120 66.6 '% 57.5 26 376 ,,.
2i".
y
440
.D9.7
s21.9
_
3.2 :.
12.1
5.6
21.2
16tt $ 16 `I 6t) C{
`
440
486
34.1
46.3
_ _
_
17
... ._m..._ _ _... s:.
,
2Cil 61 9.2 34 9
1 f 5
.:.:.
62,5
SEruLuitHam9.
stiff. 64,Onij
_
;. 2416. 73.6rn}
40t (E t422.2m}
s e
5049. (tS3.6m} ".
2 6 73,2 -- __ ...� _ _
113
dtis
Shut-off ttea& 159 ff. (46:5m) ( 219 ft. (66,8m)
._.
277 ft (84 4m)
uo
0
PUMP PERFORMANCE CURVE
11 GPM
w � r
PUMP PERFORMANCE CUP E
DISC HARGE
w
160
520
19 GPM
1
1 1/4" #APT DISCHARGE
CHAE
iaT �
44
144
49fi
I
136
1 HP-13 STAGE
i 266
1 HP - 9 STAGE
440
1�
�'
428
'
120
AM
3/4 HP((
72 1 40 ±
7 STAGE
Us
112
3t4 NF-. tp
STAGE
104
200 -. , _ ,. ... ... �..., ..._. .
320
"_......
28048
160
Q . SO
1P2
r> HP-7 STAE
72
24Q
40 � 112 HP
a
q.: 84
.
:4
i20 .
! .�T S iAc7E '
56
200
if2 FkP- 5 STAGE
. x
��.
P
60
0
4 80 '
40
:..
IN
e
6
32
i
40 _ .. .f... -,a, .;.v ....., _ .... . .,. ..
.
" 24
Bdi
'
�i:
16
6
40
6"
5 10 15 20 5
9tt
2 4 16 6
to : 12 4
16
16
.
GALLONS.
GAllON9':
L1FER9
..
LITERS
6 16 24 32 40 48
SA
64
6 20 40 f50 80 100
r1GwPERMINtk1E
ats4t3
FLOW PER MINUTE
015414

FO rAL DYNAMIC HEAD I FLOW
I U I AL DYNAMIC HEAD / FLOW
PER WNUTE EFFLUENT
PER MINUTE EFFLUENT
MFUFEi
4 M, ACE
M SiAGE
---- - — - I
1(2 HP 314 HP
MID EL 1 HP
I 112
I
HE
2 STAGE STAGE 4 STAGE
--- ---
'6 3
A 9A
1 _4
Feet
Meters (�qj, Gat lts�-S-
_
G
Litt-
=I
-TAW
20
--
61 507 196-1 50,7 191,9 516 195,3
1998
--717
—77
319
1 —50 4
40
12,2 41.9 1581.6 �5
_3 171,5 47,8 IK9
49.9
188,9
1 60
183 30A 1151 39 1495 E 434 1643
46,e,
1771
80
244 1173 38-6 1461
42,5
160 9
T-------
-ja2-
100
3u 9,5 36.0 32,8 1211,2
39,4
151.0
120
366 1 25 496,1 1
35 5
1 134A 1
140
421
305
11&4
Fig A, (21 �Om 10i Ft, (30,7m) 134 Ft, (408rn) i
168Ft, (52m1
Rit
F, X" "M
.1
,1,
0
PUMP PERFORMANCE CURVE
w ul
1, PUMP PERFORMANCE CURVE
2' GPM
w
1 1/4" NPT DISCHARGE
35 GPM
IQ HP- 101 S FAGE
2" NPT DISCHARGE
56-
180
0
1 V2 UP 5 STAGE
(D
48-- 160- ------ ---
140 1 HP - 4 SIA ---- --
I HP- 7'rAGr,
40-
V HP
120, --T,
to
6 STAGE
32-- 3,-4 HE STAGE
100 -
uj
9 24 - 80- - ---
2 1/2 UP - 2 STAGE
Jls ,JP- 4 STAGA
I
0
40 -
20
0 - -
10 20 30 4 0 50 60
GALLONS
TERS
0
40 80 120 160 200
OW PER klft 1
015045
FLOW PER MINUTE
015044

Pump Installation and Wiring Diagram
Submersible effluent turbine pumps may beinstalledinanyapplication '
8. An alarm should be used with any system using a pump. Follow
where relatively clear effluent, such as from a dosing tank or high
the wiring diagram with the alarm for installation and check your
head STEP system etc., is being pumped.
local codes.
Pumps should always be installed vertically, Pumps should never
9. Run the appropriate' power to the control panelfromafused(circuit
be installed horizontally,
breaker) disconnect. The appropriate power supply information
may be found on the pump nameplate.
Because of their low temperature rise, pumps under 2 HP do not
require a flow inducer sleeve.
10, To provide;a suitable ground, a separate ground wire (green or
bare) at least as large as the line conductors is required. It is
Mount the function box in its permanent position
connected from the electrical disconnect box to the control panel,
to the junction box and to the green ground wire of the submersible
Run prewired conduit, or equivalent submersible cable from the
motor lead;
junction box to a fused disconnect or, if applicable, the control
panel.
11, Always disconnect all power when installing or servicing the
pump.
Feed the pump power card and float switch cords into the junction
box,
Make the connections in the junction box using the wiring diagrams
below. If you are using a control panel or a filtered STEP system,
follow the wiring diagrams and instructions included with them.
230 VOLT
113 VOLT FUSED DISCONNECT
FUSED DISCONNECT (CIRCUIT BREAKER
(CIRCUIT BREAKER
(kif£f LINE
xi i
CONTROLPANEL
4 1
W61 i
Gf GiUNfx i xK a,,ta) (
TO TO
POWER SUPPLY FLOAT AT SWSTCHE5
W
JUNCTION
JUNCTION
_ ` .!..,si?x .y
BOX 11 releI' PW FRANKLIN ELECTRIC
�— --
CAPACITORBOX
GIES'
..r
ti Wwf71—
ZOELLER 230 VOLT
I'15V
'" EFFLUENT TURBINE PUMP
FLOAT SWITCH
230V 2NP & 3HF
FLOAT SWITCH
ZOELLER 115 VOLT
LUENT TURBINE PUMP ZOELLER 230 VOLT
112i P EFFLUENT TUREiNE PUMP
112HP- 1 1t2HP
SQ221A
SK2221B : SK2260
G) Copyright 2007 Zoeller Co. All rights reserved.
6

Typical Installations
ALL INSTALLATIONS REQUIRE A FILTER BEFORE THE PUMP.
ZOEL:LER EFFLUENT
TURBINE PUMP
NOTE: Flow must
be directed around
I
the motor for cooling
can 2 HP and higher
units,
SK2220
SEPTIC TANK;
4 T Ti ZOE LER EFFLUENT
TURBINE PUMP
E �
SEPTIC TANK SK2219
AVAIL T : PO BOX 16347
"^ w LouisvNe, KY 402 34i
Manufacturers of..
1, r
SHIP TQ. 3649 Cane Run Rand
Lpu�svi(ts, KY 40211.1961
�e W .zoeiie crartt f �� (502) 778.273i 1 f6C0 928 PUMP
FAX t50 1774_3624
Copyright 2007 Zoeller Co. All rights reserved.

" fvl DESCRIPTION:
t t
�J
is, including State: G 't _ Cud e t t
...� "" • . !^,ire _ � ��_�____
esignedby:
stalled by:
tallatiom
34
n flaw: gpd
Mien rate:
:ondary treatment on this job srte' x Yes --No
Juestion 8 above, please name manufacturer and model number (_0SA___
zones in dripffld
i I zone, please describe valve (size, manufacturer, part number, type)
#riplme installed in each zone.
`- ft. Zone 2"_._.-....-m- ft. Zone 3 ____- _It, Zone 4________.____,ft.
ripllne model number Wor description. --
er zone.
..�_.. . gpM Zone 2 gprn Zone _.. ._._ gpm Zone f n_._.w gpM
Ffacturer, model number and number of pumps -
model number &liar description
7 one zone, do the zones (a) share one filter or (b) each have their own filter?
each zone:
psi Location pressure measured
psi Location pressure measured
psi Location pressure measured
_ psi Location pressure measured
manifold Inches. _ Depth of feed manifold - inches.
manifold inches. _ Depth of flush manifold - inches,
flush valve inches. Is filter flush valve manual or automatic?
flush valve Inches, is the field flush valve manual or automatic?
one zone, do the zones (a) share ;njesh valve or (b) each have their awn flush valves?
material supplied on the dripfielt
above please describe fill quality and quantity added.
de owner with as -built drawings, including but not limited to direction of drip lines„
r vents, location of pressure regulators if applicable, location of Headworks (filter and valves) and location of pump tank.

allation will consist of
below:
steflow lines are connected to the supply and return with Compression or Lockable fitting
as no joints that may pull apart during installation and is ideal for tractor mounted bury ')
ternative lengths may be special ordered:
Bing impregnated with a antibacterial, Ultra Fresh DM-50, to inhibit bacterial growth on the walls of the tube and in
w PC Dr Aline
e delivered bythe ernitter is a function of the pressure at the emitter. Wasteflow PC will have a constant flow rate at al
ie recommended operating range is 10 to 45 psi.
4 or WF16-4-11
„emu. ­1 11 c.t 1- 1-1J Ii Za is cUlll tz €IIN sUIIY ura{oar€€t! WWII c€e c3tOIIUW Muriel nur€ Der wr`t'r_ b-t-24 Or vvt-rC. ib-1-tz or VYtr'L Rr( 1-U6
time dosing and auto -flushing of the filter and dripfields. GEC; controllers include a programmable logic control interface for field modifications.
toms ranging in size from one to four zon es at the time this manual was printed. Fall controllers include a surge artestor, elapsed time meter
ysterns please inquire about our Wasteflow Manager controller that has monitoring and telemetry capabilities,
r used in the standard GEC} controller. Refer to paperwork supplied with controller for more detailed operating instructions,
idule for timing and controls,
raker for pump (see panel description foi max hp ratings and other specifications),
witches for pump and valveoperation,
r normally closed 24 VAC valves, (Contacts for normally open valves special order)
cycle counter for pump monitoring built in to PLC.
A power.
Ling protection,
Mass enctasure,
level Alarm Float, It is a secondary off float that will prevent the operation of the pump if the Linter on and toff float fails, This float turns off
L Pumping will be disabled in bath the aut c matic and manual modes, This float also activates the audible and visual alarm. Pressing the
ENCE button will silence the audible alarm. The alarm light will remain on until the float is raised. When raised, this float will enable operation
Off float. Activates timer, Timer will control pump cycles, beginning with to off made,
float, Activates the over -ride tirner. Over -ride timer will control pump cycles, "The aver -ride timer will finish at least one complete cycle
t drops.High-level alarm float, activates the audible and visual alarm when raised. Audible alarm may be, silenced by pressing the illuminated
r, The alarm light will remain on until the float is lowered,
fie use of, normally open mercury control floats(
Dim
.ontrolled by the tuners when the H-O-A switch is in the auto position, tinder normal conditions the 'primaary'timer will control the pump,
ens, the over -ride timer will control th e pump. The override timer will cycle the bump more frequently than the primary timer. The pump will
it of time but the time in between doses, or the over -ride timer "off time', will be one half that of the primary timer "off time". (Far example,
inrgs are one hour fifty-four minutes o If and five minutes on then your over -ride timer settings would be approximately fifty-five
.rtes on.)
ve will open for t minute (field adjustable) at the end of the pump cycle to allow the filter to self -flush. When the Vortex Filter flush is complete,
ivated for 15 seconds (field adjustable) to accommodate the opening of the field flush valve,
)pen during the 15 seconds the pump i s still activated after filter flush cycle. After the pump is deactivated the flush value will remain open for
ble) to allow for drainage of the return line,
bons allow adequate time for the man) fold to drain completely.
iripfield, after 10 dosing cycles (field adjustable) the purnp will operate for 5 minutes (field adjustable) with the field flush valve opened and
Tay open until all zones have been f lushed.: This operation will also occur after a plower outage,
put is 115 VAC foe• all GEC)1 and GEC) 4 series panels. Output to valve(s) is 24 VAC
end on pumps to supply effluent and pressure to the field. These must be sized according to flow and pressure requirements. Look for effluent
le source. Geoflow does not endorse a sing le mainUfactures, but does advocate you use a pump that is readily serviced in your area.
If -cleaning Vortex Filter with a stainless screen 150 mesh 1 or 100 micron filter element, The self-cleaning action is efficient over a range of flow
)ter size, The clean -out poet is at the base and can be opened acid closed manually or automatically. If using a manual flush valve, please
)en slightly at all tijnes for continuous flushing. The controller will fully open automatic flush valves.

er body shall be molded from glass reinforced engineering trade black plastic with a 314 inch
I be capable of being serviced by untwisting and shall include an 0-ring seal, An additional
screen) is all stainless steel, providing a 2 :3.4 square inch filtration area. The screen collar sl
3.°4' filter shall be Ge>flow Vortex Filter model number AP4E-75,1 "Filter. The Y filter body shal
together. The scr
ter shall be Geoff
8 square inch filtration area. The outer support shell shall be woven stainless steel wire, and the inner screen shall be mane or
screens shall be soldered together. The screen collar shall be molded from vinyl. The 3-hole filter shall flush flours from68-84 g
3-11(l rgprn. The 2" filter shall be Geollow incidel nurnberAP4E-200-3 ear AP4E-200-4
nutlet. The
ale of Periodic flushing,
shall flush flows
!ngineering grade
I include an 0-)fig seal.
tration':area.
-1041, 1 5`" Filtei;
ra-piece body shall
he 15 -mesh filter
creep shall be made
flaws of 34-42
ar body shall be
:apable of being
r is all stainless
nless steel cloth,
and the 4-hole filter
ar from the dosing tank to the dispersal area. Rigid PVC is usually used and must be designed to slope back to the pump tank in freezingconditions,
nanifold should be between 2 feet per second and feet per second (fps). Refer to PVC pipe sizing chart in the appendix to determine the best
pplication.
in the system, the ends of the drip lines are connected together into a common return line, most often made of rigid PVC. This line will help equalize
rem. Flushing should be done frequently during this installation period. Periodic flushing under full system pressure will guarantee a long system life.
I should be installed to drain the line back to the pretreatment tank In freezing climates,
or
fix the inlet pressure at a given rate and a: re recommended with Wasteflow Classic, tinder normal operating conditions,
lines should e:
Vasteflow Classic arid
asteflow PC
ter
s are installed at the high paints to keep soil from being sucked into the emitters due to back siphoning orb ackpressure: This is an absolute
rground drip systems. They art also used for proper draining of the supply and return manifolds in freezing conditions. use one on the high
ianifold and one on the high point of the ref tarn manifold. Additional air vents may be required dependinq on terrain. Maximum flow per vacuum
:reeing conditions require the air vacuum breaker be protected with insulation.
ation
1 valve provides instant and continuous vacuum relief and non -continuous air relief, Both the body and the removable dirt cover shall be
led plastic. The body and the dirt cover shall be connected with a 314 inch hose thread. The ball shall be constructed of low density plastic and the
constructed of vinyl. The air vacuum relief valve shall seal at 5 psi. Inlet size: shall be a 1-inch male pipe thread. The air vent shall be
er APVB-1
from the filter cleanout port back to the pretreatment tank, this can be an electronically activated solenoid valve or a manual ball valve. If manual,
for a full flushing at least every six month s and left cracked open slightly to flush continuously, Cracking open a manual valve may be used to
Ih the system to be within the efficient flow rate of the filter and/or pump, if necessary. Certain States may require automated
Please refer to your State codes;
tlonand description
s electrically operated and used to flush the dripfield and Vortex filter. It is normally closed, and in the event of a power failure the valve closes.
Diaphragm greatly minintizes clogging. In operation, the diaphragm ports constantly flex, inhibiting sand, silt and debris from blocking the valve
design also permits equal pressure on both sides of the diaphragm wall, regardless of line pressure when valve is not operating, and nearly equal
mall when operating. The DW Valve diaphragm is made of nylon fabric reinforced Buna-N rubber; a grooved rile interlocks with cover and body TO
Ion exhaust orifice is non -corrosive and has an opening sized larger than the diaphragm ports so that any pieces of sand or silt passing through the
ae trapped beheath the solenoid actuator. The solenoid is constructed of rrnoided epoxy resin having no carbon steel comporients exposed thereby
external corrosion and deterioration. Solenoid is completely waterproof, with an 0-ring seal, and complies with NEC Class Il circuit requirements
i (also operates can 12 volts d.c, up to 75 psi), The actuator is fallen coated stainlesssteel and brass with a molded -in place rubber exhaust
steel spring assures positive seating. High strength plastic glass -filled body and cover designed to operate in heavy duty commercial applications.
ch cover bolts and mating brass body inser is make re -assembly easy. Shock cone on diaphragm seat elirnmates water hammer in all except
s. non -rising type flow control stem for throttling the valve from full open) to close positrons,
An easy -to -use, Viand operated control bleeds valve to downstream; has stops for open arid closed positions.
pressure: 150 psi
s,
particles which have (sassed through the filter and accumulate on the bottom of the tube at the end of eat h lateral. The field flush valve can be
if manual, it should be opened for full fleshing at feast every six months and left cracked open slightly to flush continuously and provide for drainage
�ezing conditions. Cracking open a manual valve can also be used to increase the flow through the system to be within the efficient flow rate of the
necessary. Certain States do require automated
Tease refer to your State codes;
Jon and description
d description for filter flush valves above.

field zones, be
n through the
Oy five minutes,
Design, vacuum release an,
fair respective dosing or tr
rain valves are provided. PIE
alternate method for draining supply manifolds
rranty,
box or filter and field flush valve boxes as well a!
in a plastic bag.
Sher than soil surface,
it is capable of self -draining,
ters into the soil. If the cover crap over the dripfrg
id it in t he winter when covered in snow,
closing valves,
nsur•e regulator and air vacuum
at yet adequately establisher!, acid hay or straw over
provide for quick and complete drainage of the flush
erform regular maintenance functions. For large
a pressure hose. The filter cartridge should be
oblem persists, soak it in a chlorine bath. Soak the filter
' operation.
Ives.

ATTACHMENT A
APPLICATION FORM

State of NorthCarolina
Department of Environment and Natural Resources
Division of Water Quality
SINGLE FAMILY RESIDENCE SURFACE IRRIGATION SYSTEM
PERMIT APPLICATION
(THIS FORM MA Y BE PHOTOCOPIED OPIED FOR USE AS AN ORIGINAL)
Application Number: (to be completed by DWQ for new projects)
1. GENERAL INFORMATION;
1. Project name (e.. New Subdivision Lot ##] ): Lot ##5 The Farms at heartwood Subdivision
2. Applicant's name (Name of the owner of the facility. If a company or corporation it must be registered with
the Secretary of State); Charles and Beverly McLamb
3. Name and complete address of applicant: Charles and Beverly Mc,amb
1700 Walden Loud Lane
City; Waxhaw State, NC Zip. 2817
Telephone number: ( 704 ) 843-5512 Facsimile number.( }
Email Address:. [e-mail]
4, County where project is located: Union County
5. Tee submitted. 60.00 (See Instruction C,)
6. Name and complete address of engineering firm: Piedmont Design Associates, PA
125 Nast Plaza Drive, Suite 101
City; Mooresville State; NC Zip; 28115
Telephone number: ( 704 } 664-78 Facsimile ( _204 664-1778
7. Name and affiliation of contact person who can answer questions about project: David DeCaron
Project Designer Email Address: ddecaron pdataa.com
11. PERMIT INFORMATION:
1. Project is: X new; modification; renewal without modification
Note: Renewals without modifications should just fill out sections I & 11; sign the applicants signature on
Page 6; and attach ;Form SFR O&M.
2. If this application is being submitted as a result of a modification to or renewal of an existing permit,
provide: existing permit number and the issuance date
3. If project includes any stream or wetland crossings, provide date when Nationwide 12 or404 permit 't was
submitted for approval:
III. INFORMATION ON WASTEWATER.
1. 'Volume of wastewater generated by this project: 360 gallons per day
2. Explanation of how wastewater flow was determined (15A NCAC 2"T ,0114(c)j:
1.(1 '}7 Bedr(aom 3 Bedrooms - 36fl D
FORM: SFR-SSA 09-06 Page 3 of

IV. GENERAL PROJECT INFORMATION:
L Brief project description: circ
Tank, 5 Da on & Surface Drip Disposal
2. System is (check one) spray irrigation; or drip irrigation.
3. Does the project conform to all buffers as required in 15A NCAC 2T .0606(a)? Yes; - No.
*Please note that buffers for drip irrigation are those identified as "other surface disposal systems".
If No, please explain how the proposed buffers will provide equal or better protection of the Waters of the
State with no increased potential for health concerns or nuisance conditions:
4. The treatment facilities and wetted areas must be secured in some fashion to prevent unauthorized entry.
Details or notations of restricted access measures should be shown on submitted plans. Briefly describe the
measures being taken (15A NCAC 2T.0605(i)): Locking Lids on all tank risers, dual
strand wire fence around enitre wetted area
5, a. 100-year flood elevation: 526-00 feet mean sea level,
b. Are my treatment units or wetted areas located within the I 00-year flood plain?: - Yes;
No, If Yes, briefly describe the protective measures being taken to protect against flooding.-
V. DESIGN INFORMATION FOR SINGLE FAMILY RESIDENCE SURFACE IRRIGATION SYSTEMS:
1. Summary of TREATMENT UNITS to be permitted: Provide the location of each design element in the
specifications and/or engineering plans:
--Surface
How :Dimensions Loading Page Number in the
Treatment Units Many LxWxH Volume Rate Plans & Specifications
(list each (�'t
Provided (11)
_(Gallons) (GPD/ft2) Plans Specs
8,42 , :LX 4 5, ]Ws
Septic Tanks I X 4191F 11000 U-2 3
Must conform to "J,
criteria in T1 5A 18A
"A
.1 952-. 1954
Primary Sand Filters
Secondary Sand Filters
*NOTE: If a treatment system other than sand filters are to be used for secondary treatment please submit a
separate page with specific details of sizing and treatment ability and provide manufacturer's documentation
for support.
2. Have effluent filters been provided for septic tank? X Yes; _ No.
3. a, Type of Disinfection:
b, If Chlorine, specify detention time Provided: - minutes. Please indicate, where this detention
time is provided for:
c, If UV, provide Manufacturer's details with application and specify the number of lamps: 1
FORM:SFR-SSA 09-06 Page 4 of 6

VL DESIGN INFORMATION FOR IRRIGATION SYSTEM:
I .
Summary of Storage and Irrigation Pump Tank information:
Page Number in the
Plans
Resign Element
Specifications
Plans 1 S es
Dimensions of 'Storage Tank (if separate from pump tank)
N/A "
(LxWxfi):
Volume of Storage Tank:
N/
Dimensions of Tc311k( xWxii);
6.83 H t1.D.i
Volume. of Pump Tank.*
3,000 Gallons
Capacityof a s:
7 ng,
-2 3
".99 .0
Effective story e volume rovided;
2,9-94 Gallons U-v 2 3
Effective story e time rt>vaded:
8.31 Days U-2 3
High Winter Arms:
Audible Alarm
90 dB torn U-2
Visual Alarm
366Degree ti-2 4,
, irtment to orevent irrigation durin rain events:
Rain Sensor U_ 2 4
*tN'c)TE. The Division requires a minimum of 5 days storage be provided in the pump and :storage tanks.
This should be calculated between the pump off elevation and the invert elevation.
List any equipment (note sheet number of the plans or page number in the specifications)not specifically
mentioned above (pump hoist, odor control equipment, etc.);
Carbon Falter on Advantex
AX-20 Filter {Plan Shut U 2 & S eificatian Sheet 3)
3.
Loading rate recommendation, as determined by the soil Scientist: ° � 00256 inches per hour
22.36 inches per year.
4.
resign loading rate; 0.00256 inches per hour; .36 inches per year.
5.
Size of wetted irrigation area: 9,520; square feet; or
0.22 acres.
6.
Summary of Irrigation system:
Page Number in the flans & Speciii tions
Designlement
flans I S cs
GFfI4il4 CtrI2littd'i5 Emitters
tj
etted Diameter of Nozzles
etted Area of Emitters Sq.
12Feet
a-2 3
Between Drip Dines
tt-2 3
Between Drip Emitters
a-2 3
,
u-2 3
U-Z 3
` of Highest No zletEmitter . s 0 Feet
U
EE 3
ORMS - 09-06 Page 5 of 6

Professional Engneer's Certification-
1, Donald L. Munday, PE , attest that' application for Lot #5 Hart wood Farms
Subdivision Land Application Wastewater Disposal System has been reviewed by me and is
accurate, complete and consistent with the information supplied in the engineering plans, calculations, and all other
supporting documentation to the best of my knowledge. I her attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations. Although other professionals may
have developed certain portions of this submittal package, inclusion of these materials under my signature and seal
signifies that I have reviewed this material and have judged it to be consistent with the proposed design. Note: in
accordance with NC General Statutes 143-215,6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation,
North Carolina Professional Engineer's seal, signature, and date:
to `"ice
-4z oV
/till) 110"N
Applicant's Certification:
L Charles & Beverly McLamb attest that this application for Lot #5 Hartwood Farms
Subdivision Land Application Wastewater Disposal Sys i tem has been reviewed by me and is
accurate and complete to the best of my knowledge. I understand that if all required parts of this application are not
completed and that if all required supporting information and attachments are not included, this application package
will be returned to me as incomplete. I further certify that the applicant or any affiliate has not been convicted of an
environmental crime, has not abandoned a wastewater facility without proper closure, does not have an outstanding
civil penalty where all appeals have been exhausted or abandoned, are compliant with any active compliance
schedule, and do not have;any overdue annual fees under Rule 2T.0105, Note: In accordance with NC General
Statutes 143-215,6A and 143-215.61 , any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor, which may include a One not to exceed
$10,000 as Well ivU-,p nalft - to $25,000 per violation,
natti
well
",P M
Signature: Date:
oc!�—
FORM:SFR-SIA 09-06 Page 6 of 6

ATTACHMENT
FORM SFRO&M

OPERATION AND MAINTENANCE AGREEMENT
SINGLE FAMILY RESIDENCE SURFACE IRRIGATION SYSTEM
DIVISION OF WATER QUALITY
Property Owner(s) (as appearing on the property deed): Charles & Beverly McLamb
Mailing Address: 1700 Walden Pond Lane, Waxbaw, NC 28173
Facility Address (if different than above). Lot #5 Hartwood Farms, Waxhaw creek Road, Waxhaw, XC 28173
Disposal Method: U SPRAY IRRIGATION M DRIP IRRIGATION (Check One)
County- Union County Permit No.
I/We agree to operate and maintain the wastewater treatment system as follows:
1. The Pe 'tree is responsible for the operation and maintenance of the entire treatment and disposal
system including, but not limited to, the following items:
a. The septic tank shall be checked annually and pumped out as needed, The effluent filter shall be
checked and cleaned at the same frequency of the septic tank.
b. The sand filter surface shall be raked and leveled every six (6) months and any vegetative growth
shall be removed by hand [accessible sand filters only].
c. Check one:
U The tablet chlorinator shall be checked every week. Tablets shall be added so as to provide
proper chlorination,
M The ultraviolet disinfection unit shall be checked every week, The lamp shall be cleaned
and/or replaced to ensure proper disinfection.
d. The storage, pump, and alarm systems shall be inspected monthly. The scum layer shall be
removed at the same time interval as the septic tank is pumped out.
e. The irrigation system shall be inspected monthly to make certain of proper operation, that
vegetative growth does not interfere with the system inspection or operation, that the soil is
assimilating the disposed treated wastewater with no surface runoff, and that no objectionable
odors are being generated.
2. Failure of the Permittee to properly operate this system is subject to a penalty up to $25,000 per day.
3. Failure to meet the permit conditions or violation of the State's surface or groundwater regulations
will require evacuating the dwelling and may void the permit.
NO All persons (owners) appearing on the legally registered property deed must sign this O&M
Agreement
I/We understand the above re re is and -offtot as part of the issued pe t.
Owner(s) Signature(s): Date: 7(6
Owner(s) Sig nature(s): Date:
SFR O&M (version 07/07)

ATTACHMENT C
COPY OF APPLICATION FED

eg
HARLES i ALA S 3017
PR 704-843-9612 66.1121 31
1700 WALDEN POND LN BRANCH $5706
WAXHAW, NC 28173-8366
a
BRANCH BANKING AND 7RUST COMPANY
Y 000-BANK BBT BBTxom

ATTACHMENT D
DEED FOR PROPERTY

35913
8106
106
45124
UM10k COUNTY ac 10/29/2004 mood
$414. 4 t� a1a1' �0 ANN! .
Eatara "Ali vi
Exciac Tax
vx 3
N:
Make no mark or it fo" aj`seai ar signolure above this Fin rrr to •` _ �' `e ar manta �� '
Excise Tax. S414A0
Tax Identification Not 0$162009
Mail after recording to Grantee
`This instrument was prepared t y Williaul 11. CannOn
Thief description for Index Tract 5, The Farms, at Heartwood
NORTH CAROLINAGENERAL WARRANTYDEED
T"141 DEED, made this d..fle. day of October, 2004, by and between
GRANTOR GRANTEE
MITC14ELL R. SNUGGS, and wife C14ARLES T. MeLAmB and wife
AMB
GAY K. SNEJ S B E F. McL
1700 Walden fond Lane
waxhaw, NC. 2 173
4
Thedesignation Grant0rand Grantee as used herein shall include Said Parties, their heirs, successors,
d assigns,
and shall include the singular, plural, masculine, feminine or muter as required by content.
WITNESSpTH, that theGrantor, for avajuable consideration paid bytheGrantoe, the receipt of which is hereby
acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple,
all that certain lot or parcel of land situated in Jackson Township, -Union County, North Carolim and more
particularly described as follows:
Heim all of Tract of F SAT HE TWOOD, as shownon plat recorded in flat
Cabinet H, File 26, Union County, North Carolina Registry.

�g
7
Grantor has hereunto cause
..(Seal) ...�...
Gay K
Al 'm
A9, page 399
iances thereto
e executed the day
° `(S )
hell R. Sus and wife
,d the execution of the
;7
MOU
Di °

II
APPROXIMATE SCALE
1000 0 1
j[M:TI0R:ALFL4$D �JKSVKAXCE 1`1441AM
FIRM
- � FLOOD INSORAKE RATE MAP
UNION COUNTY,
NORTH CAROUNA AND
INCORPORATED AREAS
PANEL 146 OF 200
MEE MAP a4DE X PaN. PANEL$ NOT PAWT60i
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incorporated Areas 371�79CQ 49FC
EFFECTIVE SATE:
JULY 5, 4994
10� i1 a m
Fetters' acy M""et-nt Agency
RY --- UN1t N COUNTY � NO
'� c nUNTY
'this is an ofliciat copy of a portion of the above referenced flood neap, It
was extracted using F-Mrl" On-L.lne. This map does not reflect changes
or arnendments which may have been made subsequent to the date on the
title black. For the latest product infarmation about National Flood Insurance
purum n 8oad the
check the FEMA Flood Map Store at vrww.vnsc.tema you

Map Output Page 1 of 1
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PV
PIEDMONT DESIGN ASSOCIATES,P.A.
125 East Plaza Drive, Suite 101 _ a Engineering
Mooresville TIC 28115 Surveying
Telephone [phone] Fax [phone] Planning
Email; ddecar(n iP )d, axorn
December 4, 2007 copy
NCDENR-DWi
Aquifer Protection Section
1617 Mail Service Center D NR MRO
Raleigh, NC 27699-1617 tsif r Protection
RE. 3 Bedroom SFR Surface Drip Effluent Disposal System, Waxh w„ Union County, NC"
Attached are three sets of plaits and specifications for a 3-bedroom single family residence SFR) surface
drip dispersal system located on Lot #5 llearlwood Farms Subdivision, Waxhaw, lslnion County, North
Carolina. The items that are enclosed are listed below.
1. One original and two copies of the application forrn are included in Attachment A.
. One original and two copies of the completed application form SFl2 O&M 07/07 have been
included and are in Attachment B.
The application fee of $60.00 made payable to NCDENR has been included in this package and is
attached to the front of the original application form. Copies of the application fee can be found
in Attachment C.
4. The most current deed of the property has been included in the specification package along with a
plat of the subject property in Attachment D.
5. A detailed soils evaluation and report by Michael Wood, LSS, with The Cateria Group and a letter
of denial from Union County Health Department has been attached at the baulk of the sails report
for this site. These documents are attached with this submittal.
6. Three sets of plans and specifications have been enclosed and have been signed, sealed and dated
by Donald L. Munday, P.E. The attached plans include a general location map, topographic map,
site neap which indicates where borings or hand auger samples were taken, an entire snap showing
application areas, right-of-ways, buffers,property lines, drainage features and setbacks. Plans
and profiles have been submitted of all treatment units, piping :and equipment, ent, including
dimensions and elevations of all treatment units, highest drip emitter surface elevation and other
essential equipment:
7. Phan Sheet U-1 shows the entire irrigation area with an overlay of the suitable irrigation area
depicted' by the Soils Scientist's evaluation along with GPS locations of borings.
8. Specifications include quality of construction testing procedures to ensure the integrity of the
final product and the leakage and pressure testing for all treatment runts. Manufacturer's cut
sheets have been included at the back of the specifications submittal.
9. All tanks, including septic, recirculation and drip field dosing/storage tank have been specified to
conforin to Division of Environmental Health standards of construction and the STB and PT
numbers are shown on the detail sheet U-2.

10. Three copies of the calculations have been enclos
signed, sealed and dated by Donald L. Munday, P.1
11. Calculations include hydraulic and pollutant loadi
77r
2. A, detailed 0 11filan is Ala h
t
ed in the specification package and have been
jig calculations for each treatment unit, sizing
pment, friction/total dynamic head calculations
nation including pump curves, manufacturer's
iellz
at gives a clear explanation of the w
regular maintenar
ffluent filter shoo
a clear statemen
L1011 11CIU. 111140F7HULIOn
nap should it fail, deta
override the controlle
details on how to establish and maintain a proper cover on the irrigation field and why it's
it to maintain a restricted access.
13. Following the Owner's O&M, the manufacturer's O&M manuals for the major components for
the treatment and disposal system have been included in this submittal.
We feet that all of the information included in this submittal will suffice for an approval of this single
family surface drip effluent disposal system. Thank you in advance for your prompt review and
approval. If there is anything that we can do to assist you, please contact us at 704-664-7888,
Yours truly,
PIEDMONT DESIGN ASSOCIATES, P.A.
60A,a--
David DeCaron

State of Nor
Department of Environme
Division of M
SINGLE FAMILY RESIDENCE 5
PERMIT APPI
(THIS FORM MAY BE PHOTOCO]
Application Number: _
GENERAL INFORMATION:
I . Project name (e.g. New Subdivision Lot #1):
2. Applicant's name (Name of the owner of the ft
the Secretary of State): Charles and Be
3. Name and complete address of applicant: Cha
1700 Walden Pond Lane
C Waxhaw
Telephone number: ( 704 )_s43-9612
Email Address: [e-mail]
4. County where project is located: Union
5. Fee submitted: $ 60.00
y
CATION
D FOR USE AS AN ORIGINAL)
n
F
he arms at Heartwood Subdi
company or corporation it must be ri
amb
ries aa Beverly McLamb
State: ZAP:
NC 28173
—
Facsimile number:
Co
unty
(See Instruction C.)
—2 -.�-- —
125 East Plaza Drive, Suite 101
City: Mooresville State: NC Zip: 28115
Telephone number: ( 704 ) 664-7888 Facsimile number:( 704 )§64-17T
Name and affiliation of contact person who can answer questions about project: David DeCart
Project Designer Email Address:
MMIT INFORMATION:
Project is: ---A— new; — modification; _ renewal without modification
Note: Renewals without modifications should just fill out sections I & 11; sign the applicants sign;
Page 6; and attach Form SFR O&M.
If this application is being submitted as a result of a modification to or renewal of an existing perr
provide: existing permit number: and the issuance date
If project includes any stream or wetland crossings, provide date when Nationwide 12 or 404 peff
submitted for approval:
FORMATION ON WASTEWATER:
Volume of wastewater generated by this project: 360 gallons per da
Explanation of how wastewater flow was determined (I 5A NCAC 2T .0 1 14(c))-.
120 G/D/Bedroom x 3 Bedrooms = 36
4: SFR-SIA 09-06 Page 3 of 6
W
)rojects)
A with

IV. GENERAL PROJECT INFORMATION.
FORN
�r Storage Drip Field Dosing Tank,
ck one) : - spray irrigation; or _
ct conform to all buffers as required in 15A I
tat buffers for drip irrigation are those identif
xplain how the proposed buffers will provide
ricreased potential for health concerns or ruin
ante x AX-20 w/ j�ecirc.
� Surface Drip Disposal
Itiom
X Yes; No.
sposal systems".
ion of the Waters of the
it unauthorized entry,
ans. Briefly describe the
k risers, dual
a. 100-year flood elevation: 526-00 feet mean sea level.
b. Are any treatment units or wetted areas located within the 100-year flood plain'?: - Yes; X
No. If Yes, briefly describe the protective measures being taken to protect against flooding._
unimary of TREATMENT UNITS to be permitted: Provide the location of each design element in the
iccifications and/or engineering plans:
Surface
How
Dimensions
Loading
Page Number in the
reatment Units
Many
LxWxH
Volume
Rate
Plans & Specifications
each seh Grate=l')
Provided
(ft)
(Gallons)
(GPD/ft2)
Plans I Specs
Ic Tanks
1
8,17'L X 5.75"W
x 4,411H (I.D,)
1,500
U-2 3
ist conform to
cria in T15A 18A
.............. ........................................
52-,1954
--F-
ary Sand Filters
ndary Sand Filters
fE: If a treatment system other than sand filters are to be used for secondary treatment please submit a
-ate page with specific details of sizing and treatment ability and provide manufacturer's documentation
ipport.
ave effluent filters been provided for septic tank? x Yes; _ No.
If UV, provide Manufacturer's details with application and specify the number of lamps:
Fit-SIA 09-06 Page 4 of 6

VI DESIGN INFORMATION FOR IRRIGATION SYSTEM:
1.
Summary of Storage and Irrigation Pump Tank information:
Page Number in the
Plans &
Design Element
Specifications
Plans i S ecs
Dimensions of Storage Tank (if Separate from pump tank)
/A
(LxWxH):
Volume; of Stora e Tank:
N/A
Dimensions Cif I°u_ Tank Q xWxH).
12.421Lx 5 92.'.W x U 2 3
6.25' H ' (I . L . )
Volume of Pu Tank:*
2,424 Gallons U-2 3
Ca acityofpumps:
i .31` DO ing) CaPi l U-2 3
.� {Fl shing)
Effective storage volume provided!:
1, 845 Gallons U-2 3
Effective stoia time 'rovidedl.
2 %days_2 ' 3
High Water Alarms:
Audible Alain
90 d$ Horn U- 2 4
Visual Alarm
360 Degree U-2 4
Ettuioment to irevent n'ri atitin Burin rain events
Rain. Sensor U-2 : 4
* &T-'E: The Division requires a minimum of 5 days storage be provided in the pump and storage tanks.
This should be calculated between the pump off elevation and
the invert elevation.
.
List any equipment (notesheet number of the plans or page number in the Specifications) not specifically
mentioned above (pump hoist, odor control equipment, etc.):
Carbon Filter on Advantex
A -20 Filter (plan Shut U-2 & Specification Sheet 3)
3.
Loading rate recommendation, as determined by the soil Scientist: 0.00256 inches per hour
22`.36 in hesperyear.
4.
Design loading rate: 0.00256 inches per hour, 22.36 inches per year.
5.
Size of wetted irrigation area.: ; 9 , 52 0 � square feet; or
0.21 acres:
E.
Summary of Irrigation system:
Page Number in the Flans '& Specifications
Design Element ._... _ _ .._. _. _
flans 1 S es
_
Number of Nozzles or Emitters 2,142 Emitters
- U-1 3
Design Netted Diameter of Nozzles N/A Feet
Design Wetted Area of Emitters 3 ,14
g g- Feet
U-2 3
Distance Between Drip Lines 2 Feet
U-2 3
Distance Between Drip Emitters� 2 Feet
U -2 3
Capacity _ 0. 008833 GPM
_
U`2 3
w
10-60psi—
U-2 3
Elevation of Highest Nozzle/Enritter 569.50 Feet
a-2 3
FO : - 09-06 Page 5 of 6

Professional Engineer's Certification:
1 Donald L . Munday, PE , attest that this application for Lot #5 H rtwood Fare
Subdivision Land Application Wastewater Disposal System has been reviewed by a
IIIVIUUc a 111M atut to Grhill9VI 8 wpauyvvcs as WQII uzi kAVII Pi>kd4IUVb UP U1 t®GJsUVU pul vlvlauvu
North Carolina Professional Engineer's seat, signature, and date:
C�N++++++ + o
+
+
oa
+
+
a o
, mow^+
i
4#!
Applicant's Certification:
1, Charles & Beverly McLa , attest that this application for Lon #5 Hartwood Farms
Subdivision Land Application Wastewater Disposal System ha-- hr.,-.n r,--viawPd hu mo n"A iQ
$10,000 as well ivil p xnalti to $25,000 per violation.
µ
Signature: _ ..m Date:
C
FORM:SFR-SIA49-06 Page

OPERATION AND MAINTENANCE
SINGLE FAMILYS AIRRIGATION SYSTEM
DIVISION OF WA-fER QUALITY
Property Owner(s) (as appearing on the property deed): Charles & Beverly McLamb
Mailing Address: 1700 Walden Pond Lane, Waxhaw, NC 2 173
Facility Address (if different than above): Lot #5 Hartwood :Farms, Waxhaw Creek Road, Wa haw, NC 2€3173
Disposal Method: Ll SPRAY IRRIGATION M DRIP IRRIGATION (Check e)
County: union county Permit No.
I/We agree to operate and maintain the wastewater treatment system s follows:
1. The Permittee is responsible for the operation and maintenance of the entire treatment and disposal
system including, but not limited to, the following items:
a. The septic tank shall be checked annually and pumped out as needed. The effluent filter shall be
checked and cleaned at the same frequency of the septic teak.
b. The sand filter surface shall be raked and leveled every six. (C) months and any vegetative growth
shall be removed by hand [accessible sand filters partly].
c. Check' one:
Ll The tablet chlorinator shall be checked every week. Tablets shall be added so as to provide
proper chlorination.
The ultraviolet disinfection unit shall be checked every week.The lamp shall be cleaned
and/or replaced to ensure proper disinfection.
d. The storage, pump, and alarm systems shall be inspected monthly. The scum layer shall be
removed at the same time interval as the septic tank is pumped out.
'✓t5_ .* a yr v:
7777
odors are ��ur�kf Ale Pejkd�
t'
�alhjre to rceer Ale
i

ATTACHMENT C
COPY OF APPLICATION FEE

PR 704-843-9612 66-1121531
1700 WALDEN POND LN BRANCH 56706
WAXHAW, NC 28173-8 66
Mf
BRANCH 8ANKlNG AND TRUST COMPANY
I -800-SANK GST aSTAOM
Is"O 3 10 1 L 2 1 I's'000S I 970SBOSE1,12030

ATTACHMENT D
DEED FOR PROPERTY

3598
0106
90598K, 106
45124
UNION COUNTY PC 10/25/2004
$414.00
J01*4A ftw Estate
ExciOP Tax
NrY
ot.
make no mark orpermil anyportion of eat or signature above this 1n-' Mrtale side ALkom"I"r &L
Excise Tax.' $414A
Tax identification No. 05162009
Mail after recording to Grantee
'this ins vent was prepared by William M Cann0a
Brief description for Index Tract 5, The Farins at Heartwo0d
NORTH CAROLMA GENERAL WARRANTY DEED
THIS DEED, made this .07-f I( day of October, 2004, by and between
GRANTOR GRANTEE
Iv ITC R. SNUGGS, and wife CHARLES T, MCLAMB and wife
GAY K. SNUGGS BE; ERLY F. McLAMB
1700 Walden Pond Lane
Waxhaw, N.C. 28173
irsc c
The designation Grantor and Grantee as used herein shall include said parties, th eirbe, su c s sors and assigns,
and shall include the singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby
v—, " -nreqents does erant, bargain, sell and convey unto the Grantee in fee simple,
all that certain lot or parcel of land situated in jackson iownsnip, umull --v,
particularly described as follows:
Being all of Tract Sof THE FARMS AT HEARTWOOD, as shown on plat recorded in Plat
Cabinet H, File 26, Union County, No Carolina Registry.

548
0107
90596K, 107
The property hereinabove described was acquired by Grantor by instrument recorded in Book 1949, page 399
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto
belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right
to convey the same infee simple, that title is marketable and free and clear of all encumbrances, and that Grantor
will warrant;and defend the title against the lawful claims of all persons whomsoever except for the exceptions
hereinafter stated. Title to the property hereinabove described is subject to the following exceptions:
2004 Ad valorem taxes that Grantee assumes and agrees to pay.
Valid and enforceable easements, restrictions and conditions of title of record.
IN WITNESS WHEREOF, the Grantor has hereunto used these presents to be executed the day
and year first above a caring.
rte nuggs Gay K. Snuggs
NORTH CAROLINA
MECKLENBURG COUNTY
1, a Notary Public of and wife
.. County, said State, certify that Mitchell R, Snuggs
Gay K. Snuggs, Grantors, personally appeared before me this day and acknowledged the execution of 'die
foregoing instrument,
Witnessmyl.) d and official seal or starnp, this"`'...., y
,, d f October, ?04
�'
my Commissio
......... ... .. Not Public
Ar'!

ROY COOPER
- Governor
MICHAEL S. REGAN
;Iuw_ Secretary
S. JAY ZIMMERMAN
,esources Director
entat Quality
May 18,2017
Mr. John Bass via Email
3528 Waxhaw Creek Road
Na haw, North Carolina 28173
Subject: Non -Discharge Permit Follow-up Inspection
Wastewater Surface Irrigation System
Permit #WQ0032548
Union County
Dear Mr. Bass:
would like to thank you for your time during the follow-up inspection on May 1 Ith, 2017. Based
3n the site visit and email communication received from Mr. Sid Gaskins (system contractor),
:he necessary repairs noted during the February 2017 inspection appear to have been
addressed.
Your Ownership Change and Permit Application is in process with Central Office staff in
Raleigh, pending receipt of the property line setback waiver documentation we discussed.
iestions related to the permitting process,
nay be reached by phone [phone]) or email (maria.schuttee-nodenr.gov) with general
ogram questions.
Sincerely,
Maria Schutte, Environmental Specialist
Mooresville Regional Office
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
Sid Gaskins, Wastewater Management, LLC (Email)
Sonia Gregory, CO-NDPU (Email)
Alice Wessner, CO-NIDPU (Email)
Union County Environmental Health (Email)
State of North Carolina I Environmental (�uality I Water Resources I Water Quality Regional Operations
Mooresville Regional Office J 610 Fast Center Avenue, Smite 3011 Mooresville, North Carolina 28115
'7AA AA'Z 1400

PFFP"
I discussed with Mrs. Bass the requirement for an owner inspection log, which she
requested I further discuss with you. I may be reached at the contact # below at your
earliest convenience,
The inspection report should be self-explanatory, however, I may be reached by phone (704-
235-2184) or email (maria.schutte@ncdenr�.ov) with questions.
Sincerely,
Maria Schutte, Environmental Specialist
Mooresville Regional Office
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
Attachment: WWQ0032548 Inspection Report — Feb 2017
Change of Ownership and Renewal forms via Oct 2016 letter (attached email)
CC- Sid Gaskins, Wastewater Management, LLC (Email)
Sonia Gregory, Compliance CO-NDPU (Email)
Union County Environmental Health (Email)

State of North Carolina Department of Environmental Quality
Division of Water Resources
Roy Cooper, Governor
Michael S. Regan, Secretary
S. Jay Zimmerman, Director
NON -DISCHARGE COMPLIANCE INSPECTION
Single Family Spray/Drip Irrigation
GENERAL INFO.AM TION
City/Tow,n/Owner: John and Sdna Bass County: Union
Permit No.: W00032548 Prqject Name: 8528 Waxhaw Creek Road SFR
Issuance Date: 04/04/2008 Expiration Date: ' 12/31/2016
Pertnittee Contact: John Bass Uohn.Bassanucoreorn) Cell: 979-220-6517
Contractor: Sid Gaskins, Sid awatermanap-ementric.net) Cert: SS #985326 Cell: 828-244-1057
Reason for Ins Xection
X ROUTINE COMPLAINT FOLLOW-UP -OTHER
True of Inspection
-Collection System -Spray Irrigation X Sludge Other
Inspection Date(sj: February 7,2017
Vtl
fail
� MRO should be informed of any changes to the contact information noted above.
wp inspection necessary? X yes, _ no
14o.: 704-663-1699 Fax No. 704-663-6040
)ection: 02/07/2017

Ver
ale Fa ily rip Irrigation Inspection pg.
it 1 4U4 ass Rosidence
Treatment
Y Are treatment facilities consistent with those outlined in the permit?
N o all treatment units appear to b operational? I no, note below,
N Septic tank pumped within last 12months?
NA d filter in goad condition?
Comments: Tank sled e residuals were at about flinches. R'um in is not necessary at this time. UVs stern
was EqLQpgEqtjqgpLQpgLbL
Disinfection
Tablas Present in chlorinator? Proper Size?
Y + UV System N Spare bulb on hand?
Comments: Contractor was to re lace bu b or re air° system as soon as Possible. Per conversation this unit
has been i7roblematic since the s stem was installed The new owraet:s will need ome trairtira ore how to
conduct re uired inspections and will need to keg a car°e bail on hand or ma treed tzr onnectlira, tall an
auto-dialerunit.
Effluent Storage
In ground lasing tank X Other -- Specify
Number of days of storage NE Y Alarm system tested?
Comments: The alarm sstern is functional, but it is auestionable with the separation distance whether either
the li ht orR sound could lie detected terra the home.
Disposal find end use
Y Js application equipment in need of repair?
Y Are buffersadequate?
Y Are cover craps the type specified in the permit? N In need ofimprovement?
Y Signs of run-oft9 Y Signs of ponding"? N Suns of drift?
Y Js the acreage specified in the permit being utilized?
Y Is the application equipment present and operational
?N Are there any limiting slopes in the disposal fields?
NA Are restrictions for use of these areas specified? This is a VR there are o si rya e � rrarer�rerrts xrt
both the treatments steno and a lacxation field rr e enced
N Is the permit being followed?
Y Is site access restricted in accordance with the permit? If so, haw? With encin
NE Is the permit it available upon request?
N Are operational lugs present?
N ' Are operation and maintenance regards present? Under new ownership. so the contractor records have
assistance.
N -Has s the per ittee received any public complaints in the last 12 months?
Comments: The applicatiora Id was maintained in v r ood condition. T iccrl drr' lure bt yaks were is rnd in
o ones 'with rrairror oradiri ✓tart-o °ranted and were to ere cited as sooty as Possible. New owners need
assistance with establishinz oro er° record lee a irr crccorcZrace with r°o r arai re air eraaetsµ.
Additional Comments
The Dermittee should note can tla renewal a lication if there are additional facilities in the rec nfl on tr c d harm nca�r
Diumbed to the system, as 11 RO ,staff diet not clarif during the inspection.

7oogle Maps
610 E Center Ave,
28115 to 8528 Waxl
�mz
Page 1 of 2
Fesville, NC Drive 64,0 miles, 1 h 19 min
r Creek Rd, Waxhaw, NC 28173
Rh k � PAW%YhnM TN'
aNstlard
-°u,
• t urasix e.
Map data 02017 Coogla
2 mi
Center Ave
3vi1161 NC 21 1
NC-3 N, Odell School Rd,1-485 Inner and NC-1 6 S to Rehobeth Rd in Waxhaw
1 h 9 min (56.8 mi)
1.
Head east on E Center Ave toward Evergreen St
0,7 mi
2.
Turn right onto NC-3 N
6.9 mi
3.
Turn right onto Udell School Rd
.5 mi
4.
Turn right to stay on Udell School Rd
4.3 mi
5.
Turn right onto Poplar Tent Rd
fl
0.1 mi
6.
Use the left 2 lanes to turn slightly left toward Poplar Tent Rd
89 ft
.
Use any lane to turn left onto Poplar Tent Rd
0.2 mi "
.
Continue straight to stay on Poplar Tent R
0.8 me
g.
Turn right onto the Route 85 S ramp
;. O3mi,
/11/2017

Page 2 of 2
1. Merge onto 1-85
3A mi
11. Take exit 48 for Inner Interstate 85/Outer Interstate 485 toward Matthews/1-77
N/Nuntersville
0.3 mi
12. Keep left at the fork, follow signs for Matthews/1-485 Inner S and merge onto 1-485 Inner
26.7 rn
13. Take exit 57 for NC-1 6/Providence Road toward Weddingtn
0.3 mi
41 14. Use the left 2; lanes to turn left onto NC-1 6 S
10.0 rni'
15. Turn right onto W South Main St
0.3 m
Continue on Iehoeth Rd. give to Waxhaw Creek Rd
11 min; (.2 mi)<
41 16. Turn left onto Rehobeth Rd
3.2 mi
17. Continue straight onto Walkup Rd
0.9 Mi
18. Continue straight onto Waxhaw Cheek R
3.2 mi
8528 Waxhaw Creek Rd
These directions are for planning purposes only. You may find that construction
projects, traffic', weather, or other events may cause conditions to differ from the
reap results, and you should plan your route accordingly, You must obey all signs or
notices regarding your route,

PAT MCCRORY
Governor
DONALD R. 'VAN DER 'VAART
See-tari,
rces S. JAY ZIMMERMAN
WALITr
October 10, 2016
r. Jahn Bass
►28 Waxhaw Creek Road
axhaw, North Carolina 28173
Subject: Non -[discharge Permit Inspection Report
Wastewater Surface Irrigation System
Permit #WQ0032548
Union County
-ar Mr. Bass.
so
e
Ito
visit with their routine maintenance schedule,
Sincerely,
Maria Schutte, Environmental Specialist
Mooresville Regional Office
Water Quality Regional Operations Section
Division of Water Resources, NODE l
Enclosure(s): Ownership/Name Change Form (NDPONC 06-16)
Operation and Maintenance Agreement (SFRWWIS O&M 08-13)
CC: Kipp Glazier, LAU Permitting Staff, CO -Raleigh (email)
Mate ofNorth Carolina I Exonromental Quality I Water Resources j Water Quality Regional Operations
Moores ' e Regional ool 610 East Center Avenue, Suite 3011 Mooresville, North Carolina 281l
erne xc*l ttnu

State of North
Carol"
.Department of Environmental Qnal
Division of Water Resources
tsloof Water Resources NON -DISCHARGE PERMIT OWNERSHIP/NAME CHANGE
FORM: N?PCNC t6
-16
L ; EXISTING PFRMrffFE INFORMATION:
1. Pennittee's name'.
2. Signature authority's name: per 15A NCAC ti2T .t11(}6Cbl Title:
3. Pe 'ttee's mailing address:
City: State Zip.
4. Pe ttee's contact information: Phone number. ( _1 - Email Address.
. Demonstration of historical consideration for permit approval -15A NCAC 02T .0120:
Has the Permittee or any parent, subsidiary or other affiliate exhibited the following?
a. Has been convicted ofenvironmental crimes under Federal law or C.S.143-215.6B? © Yes or E] No
b. Has previously abandoned a wastewater treatment facility without properly closing that facility? 0 Yes or © No
c. Has unpaid civil penalty where all appeals have been abandoned or exhausted? [3 Yes or Q No
d. is non-comphant with an existing non -discharge permit, settlement agreement or order? Yes o Q No
e. Has unpaid annual fees in accordance with i5A NCAC 02 T (}1t}5fe1f21? Yes or [3 No
H. FACILITY INFORMATION:
1. Facility name:
. Facility's physical address.
City: State: Zip. County:
III. PERMIT INFORMATION:
1. Existing permit number. W OO and most recent issuance date:
2. Existing permit e: Select
3. Reason for the permit application: Select
4. Has the facility been constructed? Q Yes or El No
IV. APPLICANT INFORMATION:
1. Applicant's name:
2. Signature authority's name: per 15A NCAC 02T .0106(b) Title-
-
1 Applicant's mailing address:
City: State: Zip:
4. Applicant's contact information: Phone number: Email Address:
5. Demonstration of historical consideration for permit approval --15A NC C 02 T .0 20
Has the Applicant or any parent, subsidiary or other affiliate exhibited the following?
a. Has been convicted of environmental crimes under Federal law or G.S.14 -215. ? Yes or No
b. Has previously abandoned a wastewater treatment facility without` properly closing that facility? [I Yes or Q N
c. Has unpaid civil penalty where all appeals have been abandoned or exhausted? [] Yes or ❑ No
d. Is non -compliant with an existing non -discharge permit, settlement agreement or order? E) Yes or © No
e. Has unpaid annual fees in accordance with i 5A NCAC 021._0105 e 2 ? [I Yes or (I N
FORM: NDPONC 46-16 Page 1 of2'

tittee's Certification per I§A,NCAC 02T.0106ib):
attest that this application
(Signature Authority's name & title from Application Item 1.2.) :
(Facility name from Application Item 11. 1.)
viewed by me and is accurate and complete to the best of my knowledge, I understand that prior to reissuance of the perr
m to surface waters
T -.11
we: Date:
ant's Certification per
attest that this application for
(Signature Authority's name & title from Application Item IV.2.)
(Facility name from Application Item 11, 1.)
-n reviewed by me and is accurate and complete to the best of my knowledge. I understand that after reissuance of the permit
e, has not abandoned a wastewater facility without proper closure, does not have an outstanding civil penalty where all appeals have
I exhausted or abandoned, are compliant with any active compliance schedule, and do not have any overdue annual fees per 15—A
X 02T.0105(el
CE — In accordance with General Statutes 143-21_5 6A and L43_-215 6B, any person who knowingly makes any false statement,
-sentation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to
ed $ 10,000 as well as civil penalties up to $25,000 per violation.
ature: Date:
M: NDPONC 06-16 Page 2 oft

State of North Caro'
Department of Environment and Natural Resoure
Division of Water Resources,
15A NCAC 02T .0600 — SINGLE-FAMILY` RESIDENCE WASTEWATER IRRIGATION SYSTEMS
OPERATIONMAINTENANCE AGREEMENT
Divislon of Water R eso urc+es
FORM: SFR IS O&M 08-13
Permit No. County.
Property owner(s) as appearing on the recorded deed:
Mailing address.
Facility address:
Irrigation Method: El SPRAY Q DRIP
I / We agree to operate and maintain the single-family residence wastewater treatment `and irrigation system as follows:
1. The Permittee is responsible for the operation and maintenance of the entire wastewater treatment and irrigation
system including, but not limited to, the following items.
a. The septic tank shall be checked annually and pumped out as needed..
b. The septic tank effluent filter shall be checked and cleaned annually.
c. Accessible sand filter surfaces, shall be raked and leveled every six months and any vegetative growth shall b
removed manually.
d. [l The tablet chlorinator, shall be checked weekly. Wastewater grade tablets (calcium by hlorite) shall be
added as needed to provide proper chlorination (pool chlorine tablets shall not be used), OR
El The ultraviolet disinfection unit shall be checked weekly. The lamp(s) and quartz sleeve(s) shall be
cleaned or replaced as needed to ensure proper disinfection.
e. All pump, and alarm systems shall be inspected monthly.
f. The irrigation system shall be inspected monthly to ensure that the system is free of leaks, that all irrigation
equipment is operating as designed, that vegetative growthdoes not interfere with the ;system inspection o
operation, that the soil is' assimilating the disposed treated wastewater with no visible runoff or ponding, and
that no objectionable odors are being generated..
2. Failure to pay the annual fee shall be cause for the division to revoke the permit pursuant to 1 A NCAC 02T
=0105(e)(3).
3. The Permittee's failure to properly operate this system is subject to a penalty up to $25,000 per day.
4. Failure to meet the permit conditions or violation of the Slate's surface water or groundwater regulations may void
the permit.
All owners Appearing on the 1W,1111 recorded UMUeLU d d shall sign this tJ gration & Maintenance Agreement
I / We understand the above requirements and agree to these terms as part of the issued permit.
Owner Signature; Date:
Owner Signature. Date:
FORM: SFRWWIS O&M 08- 13 Page 1 of I

t Aj
_ FILE
TVV
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Pat McCrory Thomas A, Reeder John Skvarla
Governor Director Secretary
November 8,'2013
. Charles McLamb
8528 Waxhaw Creep Road
Waxhaw, North Carolina 28173
RE: Inspection Report
Wastewater Surface'
Irrigation System
permit No. WQ0032548
Union County
Dear Mr. & Mrs. M L b.
704/663-1699 if you have any questions.
Enclosure: : Inspection Repo
prier to the e expiration date.
Sincerely,
David Hill
EnvironmentalSr. 'Tech.
n ateraualitLOAr NorthCuoffiia
Opportunity/ Affirmafive Action Employer Nllahmallil

�il�i�iy�" 'III
4utilr on
Thomas'
9cLamb
Pi
Ei
TE
1 %.:Xa5K1fR5, c: ricract operator I eiepnone r4o,
Reason for Inspection
ROUTINE -COMPLAINT FOLLOW-UP -U -OTHER
Da
In
Th+
pat
do
sef
bo
ris
ne(
Is
ins
Tel
>n Summa : additional comments maV be included on attached ` a es
itex - 0 treatment filter appeared to be in good condition with an even distribution
ie drip field is in expellent shape. The septic tank had 4"/ " of sludge and scum and
need pumped at this time. The digital flow meter and UV system were not operational,
r comments next page. Some riser lids are beginning to crack around the screw
th some risen just above grade. Screws should be provided in all screw bosses and
ld be at least 6" above finished grade.' Repairs to the UV disinfection system will
verified.
w-up inspection necessary ) yes no
1
a' Names/Title: David Hill, Senior Env. Technician
No. 714/ -1 gg Fax No. 0 / - 040

Single Family SprayLlDriipIrri titian page 2
00325 8
Treatment
Y Are treatment facilities consistent with those outlined in the permit?
Do all treatment units appear to be operational? If no note below..
_N Septic tank pumped within last 12 months?
_NA_ Sand filter is in good condition?
Cornment : Digital flow meter was not working and needs to be replaced
Disinfection
Tablets Present in chlorinator? Proper Size?
_. UV System N, Spare bulb on hand?
Comment: UV ballast screw bass has cracked and ballast is sitting in water in the riser well. The
UV ballast will need to be repaired/replaced and UV operation verified..
Effluent Mara 'e
Inground dosing tank —X Other Specify
Number of days of storage Spill control plan on site? _N
_Y_ Alarm system tested?
Disposal frnal end use
—N Is application equipment in need of repair?
_Y Are buffed adequate?
Are cover crops the type specified in the permit? N In need of improvement?
_N Signs of run-off? N_Sns of pondng"? _ Signs of drift?
_Y Is the acreage specified in the permit being utilized?
_Y Is the application equipment present and operational?
N Are there any limiting slopes in the disposal fields?
Are restrictions for use of these areas specified?
�N Is the permit being followed?
Y Is site access restricted in accordance with the permit? If so; how? Wood fence with
wire mesh.
Y Is the permit available upon request?
_Y Are operational logs present?
_Y' Are operation and maintenance records present?
N Has the permittee received any public complaints in the last 12 months?
Comments:

°{
L
f
saves Perdue Clot H.
Division of Via
s. Charles McLamb,
'haw Creek Road
North Carolina 28173
Mrs. Ivlcl b:
but feel free to call raze at 041235
ronmem aria Nalur l Resources
Sullins
ter Quality
December 16, 2009
Wastewater Surface Irrigates
Permit No. WQ00324
Union County
u have any; questions.
Sincerely,
Peggy Finley
Environmental Specialist
Inspection Report
tab inspect rpt 12-10-0
C)t�
enter Avenue Suite 301 Mooresville, forth Carolina 28115 NoithCaf
l4 66 16991 FAX [phone] Internet n aterquslity or �
portunfty ; A«FrmaVe Action Employer - 50% Reeyeled ;10% Post Consumer Paper ""

AL
State of North Carolina
Department of Environment �►
and Natural Resources
Division of Water Quality
MiL Worm
0, Now C D E 1 X�Kmmq Ft
Beverly Eaves Perdue, Governor
Doe Freeman, Secretary
Coleen H. Sullins, Director
NON -DISCHARGE COMPLIANCE INSPECTION
Singh Family surface Irrigation
GENERAL INFORMATION
City/Town/Owner: Charles & Beverly McLemb County. Union
Project, McLamb Residence SFR Permit # WQ0032548
Issuance Gate: 414106 Expiration Date: 2/32/15
Permiftee Contacts: Beverly lac Lamb Telephone No.: 7041614-105 (c)
Email address: [e-mail]
Sid Cask ns, contract operator Telephone No.: 1 261 44-0765(c)
Reason for Inspection
ROUTINE COMPLAINT FOLLOW-UP OTHER
Date of Inspection 12I10/09
Ins' ectlon Summa additional comments may a Included on attached + a es
The Advantex -20 treatment system has been in use since April of this year and appeared to
be operating satisfactorily. The disposal area is in excellent condition. The site is visited
monthly by a contract operator.
Stonnwater was observed to have accumulated in the headworks vault as the result of recent
heavy rains. Sediment covered the UV vault, A!diversion swale is needed to direct upland
storrnwater away from the treatment components.
The inspector reviewedthe requirements for weekly inspection of the UV lamp by the
homeowner as well as the need to document these inspections.
Is a follow-up inspection necessary yes no
I
Inspector's Names/Titles: Peggy Finley, Env. Specialist, Maria Schulte, Senior Env, Technician
Telephone No. 704123 -2183 Fax No. 7041663-6040

ale Family Spray/Drip Irrigation page 2
0032648
3tment
Are treatment facilities consistent with those outlined in the permit?
Do all treatment units appear to be operational? If no, note below.
Septic tank pumped within last 12 months?
Sand filter is in good condition?
iments:
infection
Tablets Present in chlorinator? Proper Size?
UV System _N_ Spare bulb on hand?
invent' UV system has a degradation meter.
jent Storage
)und dosing tank _X_ Other — Specify
iber of days of storage —5— Spill control plan on site? _N_
— Alarm system tested?
)osali final end use
Is application equipment in need of repair?
Are buffers adequate?
Are cover crops the type specified in the permit? N In need of improvement?
Signs of run-off? —N—Signs of ponding? �_ Signs of drift?
Is the acreage specified in the permit being utilized?
Is the application equipment present and operational?
Are there any limiting slopes in the disposal fields?
Are restrictions for use of these areas specified?
Is the permit being followed?
Is site access restricted in accordance with the permit? If so, how? Wood fence with
wire mesh.
Is the permit available upon request?
Are operational logs present?
Are operation and maintenance records present?
Has the permittee received any public complaints in the last 12 months?
iments: The headworks vault was noted to be filled with stormwater. A diversion swale
Is to be installed upgradient of the treatment components,