20071984 Ver 1_Minor Variance_20071119

~,r
~' -
~-
~~~~v;~
~..
'.
NC Dl6 t~~~
Q~~~ ~°~~+r{oce 1Nater Protection
To: Barry Love
NCDENR-Watershed Protection
Mooresville, NC 28115 /
From: Toney C. Jacobs,
704-582-9219
November 1, 2007
~S&ME
Ref: Variance for sep~ repair area for Lot 23 Tuskarora Point, Iredell County, NC
I spoke with Stephanie Graham about this lot some time back. House is built and on
the market. I still question that a variance is needed, but the builder wants to resolve any
questions before buyer makes offer.
Again, this is repair and may never be used. Please call with any questions.
a~~~L~~1~~ ~
~~v ~ ~ 2007
~~~~ . ~~,~~r~ ~a~~~
V~ETlAWD3 AND 5Tl1RMWpT~R 9RANCFi
07_984
S&ME, iNC. / 385 Timber Road, Suite 104 / Mooresville, NC 28115-7899 I p 704.662.8625 f 704.662.8735 / www.smeinc.com

TUNEY JACOBS, tss
Senior Licensed Soil Scientist
385 Timber Road, Suite 104
Mooresville, NC 28115-7899 ~~~~
p 704.662.8625 -'_
f 704.662.8735
m 704.582.9219
[e-mail]
~P,~lIIe~i ~ea1P„i' ~ome8
Building and Remodeling Lake Norman's Finest Homes
General Contracting ~ Residential Design
Len K. Bealer
704.6626400 office _ cell 704.363.8900
704.6623328 fax lm®kennethbeale~omee.com

OFFICE USE ONLY: Date Received Request #
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality ~ 7 _ ~ ~ $ 4
Variance Request Form -for Minor Varian°ces 200
Protection and Maintenance of Riparian Areas Rules NC DENR N4R0
NOTE: This form maybe photocopied for use as an original DWbr<-Surface Water Prafe~ f~
Please identify which Riparian Area (Buffer) Protection Rule applies.
^ Neuse River Basin: Nutrient Sensitive Waters Management Strategy
Protection and Maintenance of Riparian Areas Rule (15A NCAC O2B
.0233)
^ Tar-Pamlico River Basin: Nutrient Sensitive Waters Management
Strategy Protection and Maintenance of Riparian Areas Rule (15A
NCAC 02B .0259)
Catawba River Basin: Protection and Maintenance of Existing Riparian
Buffers (15A NCAC O2B .0243)
Part 1: General Information
(Please include attachments if the room provided is insufficient.)
NOV 1 ~ 2007
1. A plicant's name the corporation, individual, etc. who owns the prope -~~~~ WA7ER QUALIFY
DS AND STOi~MlNA'fFRR 6FtANGM
2. Print Owner/Signing Official (person legally responsible for the property and its compliance)
Name: ~-E~ ..~~~LttZ
Title: ~i~~--t~.. _ .._ ~. _ _
Street address: t- ~~ ~~~,µ~ _ _.,
~~ e__ __ _
City, State, Zip: (~p~r~sy~WL~,~. -
_ _ .._..
Telephone: =`-7~4 . (0~2.-.C~~.on _ -1Q4 -363 -~itip..._._ .._ ~._______.
Fax: 7p ~ lQ ~ 2 - (o fit. o __l . _- - _.... __-~ _. _ ___-_
3. Contact person who can answer questions about the proposed project:
Name: 5~ ~. ~ ~~v~ _ .__ _.._...---._._ __
Telephone:
Fax:
Email _.._.. ~....._.,~..
4. Project Name (Subdivision, facility, or establishment name -consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Version 2: November 2002

5. Project Location:
Street address: Lo'~'~ 2.3 _`j~~]~ P~.R~_~`~ _._ ___ .. __.
City, State, Zip: ~_~A„~ 11 c. [-1.,~. L~.~-..,.281..1 ~ . , _ _..
County: ~t2~cr.~,. _..._ ._ ..m ..
Latitude/longitude: _ m,
6. Directions to site from nearest major intersection (Also, attach an 8'h x 11
topographic map indicating the location of the site):

copy of the USGS

7. Stream to be impacted by the proposed activity:
Stream name (for unnamed streams label as "UT" to the nearest named stream):
Stream classification [as identified within the Schedule of Classifications 15A NCAC 26
.0315 (Neuse) or .0316 (Tar-Pamlico)].
8. Which of the following permits/approvals will be required or have been received already for
this project?
Required: Received: Date received: Permit Type:
CAMA Major
CAMA Minor
401 Certification/404 Permit
....
~,/ „_ ~/ l ~~12~~7.1 On-site Wastewater Permit
"/~ NPDES Permit (including stormwater)
_ _ _.
Non-discharge Permit
__~_ _. _.
Water Supply Watershed Variance
_..... Others (specify) .
Part 2: Proposed Activity
(Please include attachments if the room provided is insufficient.)
Description of proposed activity [Also, please attach a map of sufficient detail (such as a plat
map or site plan) to accurately delineate the boundaries of the land to be utilized in carrying
out the activity, the location and dimension of any disturbance in the riparian buffers
associated with the activity, and the extent of riparian buffers on the land. Include the area
of buffer impact in ftz.]:
r ,~
~~6w.y~G~_r~n. 14rOC1__L~~n~At_.~~.~~..c`"F.__.. ~-... 1~n1.,5_-..-:~+ SSG._~c.~,-~,,~,Y4~a,an.ee._..Sl~t.
-~-o ~ ~"u~.i~,ed.~.-~~eva.._.~,1.1.1t.r~-__(S~n~.{~_~_c-E e.~~.we~c~c'.., i±n~v~l,~sC~ ___. _. __-_-_-
2. State reasons why this plan for the proposed activity cannot be practically accomplished,
reduced or reconfigured to better minimize or eliminate disturbance to the riparian buffers:
pv~,~~...~~.c~.il_~b~e,._~.~.r~~,.o~ `la~_ r~~~.._.~c.t.i_~~~t.. a~...,n. ..c~r~ur.dwc,f,~±''u....__._
~~(1. _~k~?r~c t~-~.. __ -- --- - - _. __.
Variance Request Form, page 2
Version 2: November 2000

3. Description of any best management practices to be used to control impacts associated with
the proposed activity (i.e., control of runoff from impervious surfaces to provide diffuse flow,
re-planting vegetation or enhancement of existing vegetation, etc.):
__Mt,~~-c.S+~ Auer....Ci~na( vt.~ .S~~r..~.~c'~ lcr-~a~.._ ~. _ _ ._ _ _ __-
4. Please provide an explanation of the following:
(1) The practical difficulties or hardships that would result from the strict application of this
Rule.
~~.[.~,.__i5 ~~u~_~..K~. _r~~A41~'.._ o~ a- watt s ~ ~~r~~ _w~ t t wic, i.cL{~~~.c~L.--
W...S~p~r~ . s~.~ ~ ~.rm. _ ~ d ~'~ ~.~~- ..4n ~o~ d~ s~~ 1 , _~~t o£~~~ c s~~ _~f.+..£~r _ u?.c~,~cR.
/~2 S c.(L ~ ~. Yh.. Vl Qat Si... ~.cr. /~ t'.~'r~±~ ~i."4 t erz o .( (~ t~ ~ rs ~._Y v~, c~. _ c +rL~, ~.._I.rG- .. ~.c.SC.vvrti i~ .
(2) How these difficulties or hardships result from conditions that are unique to the property
involved.
.1.t^~S. _..s~{u~~..an ~.~ ttiR .rC.~,.~.t~-..__~~ -:4~._~__~~'.t_~c~._.... ~4~~,.~ .,.~.~. --~..~~.
._ .. .
_G~~LSZ~l~~a4. _..vt ..ts.y'1 ~K~`s1. vti ~. ~c~~/_-~~rUS1't" _Lsz_~ w~K~n-,~1
(3) If economic hardship is the major consideration, then include a specific explanation of the
economic hardships and the proportion of the hardship to the entire value of the project.
~~ .t~{c s!e s~.5-~?<w, i.S vtct ;plc'~cecli,__~} yh ..bu-«e_c-.. a:s.sn. ..~.a-~~~~ ._iott./'C~tG~.
~~ C^wa.. (~~~-s~rz~..~sz~._..aa..vLc~.__10~tGL Qcn~r~ ~~c:.~tcSL hc. ~~i.~.iicczc~..,
Part 3: Deed Restrictions
By your signature in Part 5 of this application, you certify that all structural stormwater best
management practices required by this variance shall be located in recorded stormwater
easements, that the easements will run with the land, that the easements cannot be changed or
deleted without concurrence from the State, and that the easements will be recorded prior to the
sale of any lot.
Part 4: Agent Authorization
If you wish to designate submittal authority to another individual or firm so that they may provide
information on your behalf, please complete this section:
Designated agent (individual or firm): ~ ,c ~~~~,~_~~~__~~~ ~ 5 -e__.______._ ,
.... _.W___ . _ __,_
Mailing address: _ __ 3_g 5 _ ;.y.1~.z,- i2~ _ s y,-~~ t©~}-
City, State, Zip: 'Ma~~~.~ ~,at~__..__~G__. ~8._~.c_~~:. _. _. _. _.._..
~_ __.
Telephone: _ __ ~ ~~ ~ ~ a.._ grm~_s' "t _a ~F- S 8 ~ _ ~ a i
Fax: ~10 ~- b ~ a - 8 't '3
Email -~~ ~c~~s ~ s.n-,~, +-~~-.. ~ ~,--r-~...
Part 5: Applicant's Certification
Variance Request Form, page 3
Version 2: November 2000

.'
~~~ + ~ ~ _ (print or type name of person
listed in Part I, Item 2), certify that the information included on this permit application form is
correct, that the project will be constructed in conformance with the approved plans and that the
deed restrictions in accordance with Part 5 of this form will be recorded with all required permit
conditions.
~.,.-
j r.--
Signature: ~ ~ ~-_ _ ~ ~ /~ ~" ~=-~--~' "~
__ ,. .._,
Date: ~ il._ ~ 1 ~`'~ _~.~ _ . _._.__ . ._ _ _ .. _ .. . _.__. _._._._ ____ ~. .
Title: ~wY~_E,f" . _..___ __ __.__,_._.___ ...._... m.
Variance Request Form, page 4
Version 2: November 2000

rot
/
p°f

1651 1849
o~
2 1918 °ac

R°,° c\ 1919
teas° ¢e
C °WQ e~` ~n

~` °b °n~ oi0 ~1 . r
~
'
r ip.
°~,
e p~ ~
ae ~ ,
¢
v
~~ Y 1989
ol~ +~°o`
150 ~ War
ST. s
c

S} ° = iR
~ ~ ILOLIFE °~°R'~"l
i

III U SAMPGROUND
lll!!J_
g
1
J
d `_
R
,~ w
"~`
1852
v 1374 '
- ~° _ 1373
tie•
II C m AroU7d c ~°e
b+¢ ° pl
y~.
jJ A.
~P
I
i \O~.
o¢
c4
1 ~ 0 oDe
I ~ ENV
\ ~A
ov
J y
Deer Q
p l o0
n
'9 0
u
~ gCc
s =
e £ OP O
s ~
' 16
FIRE _i ~~ IRE akesl
SaR"roads tr a
S°Ad°51 t°.v~.~ {,a@e
l
-~rh ~~. _,~ ~, . . a - Cloverhdl 0.d. b - 4 I ~ ) '+4,` {"0h~ ~
uTilE- - ;, ~ V ~ .a _ McDonald / ! ~a o ° a V X. 'b B
_ l 1J ~ P¢` ~ Rd / ( -~ o - se g. a^ 4 ("'a , o~. 1302 i
CAXESIaE ~ Pb. AV16 r THE Plfk UUXES ~ ~ 9a se 5 :$ 9o m' "~ °-~ ' ~ eY
SffVlc @~r ~' 190\( ~~t J ~ e t RSNALL j HARBOR CdMPGROUN~i MARINA ~ .~ ~, Ne m M°` ~ „ P Pa~ 3
/0° ` e`b .: ~"~e~~d 1846 896 fAM$7A.! \C, 1944 ~ of~s fan°Q (n 9a NOrmR a ~ m 1 o tc°t¢d P° 08
;\729: '144 ~ \° ~ ., 1438 A °c Rd dY ° ~ i 1 Big indlon Lao ° ?,+ R
L ` °~.: 1976 r\•. P qd °l1 O jj ~~\¢~~. ' CGUfENaICCRARV CeEE P 1t° 1396 , Q 9~~._ 1472
ACCFSS AREA a ~ - 0 1395
Q 6°t11e4-'_-\ ~ +I ~ 18 of\~ A ye d ~ Wa8 r 1303 1480 ~ c M I
°meb,1
9425 t~ ocmp6 ,~ S1. c, 1965 Terrell C~YOIj OrP° t°a ,,o\0 1219 ¢ ¢° °°R~s ~ e•
p1 r ~v ~, c ~ Hardin q. y °w0od Rd. 1958 Qo c° °o, f Ry' I` ~
Is11
~ ~ Riverwootl R ¢
~ 1°r o 150 " R Joo ¢~°o R ~ $a v ~OO~Ie s~~ 1i
!r 0 ,. '°( o ~ l o- ~a ok 1961 1962° } = c ~ ~~ ~ 1 v
$ ep` jJ Rbin~o ~' ~ ~ ~ R1V WWOOd Gordon ~~ ~ , 12 8 ~h sm P ss~O 2 t ~ 1467
~ ~ o C 1906 v .v¢ 7 841 ~ fit. 9a SI. ~ s ~ - tee° d Dr S. a¢ ~ m °s 10 ~ I
4 a, 1Y`' °a °oa ~ c .E ~. ~ g aaG° o Im
reN ~,o ~ Qo°a9a0 \~p1~1 r' 705 o _ ~T0 , t~
~,°1b°t 0 °0x1917 a\ 0 i o` ~~ X `~ ,r '" 3 Rd 1168 rQ Rd .m s~ I'v p
T 1951 yn- C° ~ \\ 8 ~~ ~ fr 4 ~ 1180 150 \ m 0
IN4 l ,MOUNTAIN cREfA' 1948 sCOOe r1 184 /ore / 0~ `• G~ ~6 .fell °~' v~ Rivdr_ 7225 O i OtSj ~\\ I °- \o°\\ 77 ~~
a~ ~ O.,MARINA 1844 CYPfess Si °' a.~.% Oav ~ `T ,. 1 1 w0° ~ ~i 1 i~ \ 1~i 0
~ s R
~ o °o.`` Dr Sf NERRr ~ d i ¢ c~ 700, sf'~ ~ ~ d. ~ 1443 .. L NU,NG R t ~ ft v
o ~ ~ < p °° / \I COUNTRY RNER
~ m .. eq /^ ( O( °~ ~ n v I G t \ Q Sruce Sr: ~
iw~ v ~ Enoch of ~(s ~ o j 6F ~ X 1bb~p y ~ ~ J l \ ,, cWFF 1221 Q , MptJ ~ MAR C Rd i
N f s° ~ z 0[_ _ 1905 a~ 4 a ° / /: / r r M ~ D' '' pP
e i 9 726 G` U o • 1 \ \ ~ d\ ~ Pine St. i t4
a- o\ ! 1 !/ ra6s _, z ___-, o ~ ~~ - .c ~P< t3C5 Oates ~{? i 1,
LANE NORMANr 7/7 ~ 3 ~! - ~-._ - ~ ~ ~ 726 .moo°v f ~
\ MOTEL B TM~ ~ ~ ®a ra ~~. /PS v y `"-`QW~ ` . C ~~ ~ / ~ f 1 ~"'c~ -- o '' .. '.. a a. 1109 . f 3G I
~ MARINA B Lc O° 6 G°` m v1 f J J u~°¢ ^ ° f ' ¢" \ n ~ m n P f r P "~ ,
BOAT ~ I l ille D. a n 8 \ i*• SY'1/c ~ C)~" r j. \ ~ 11 I
x7re t 1 ~4 A~ ~°~ ~--> 9 `- r- , 1 tie ° _ 4` ° t 't t Hsu 7~g
. m` ,\ RACK G°baM1 sPINNAx ieldsrane 5 0 `~ Penfla d t=e 1 '` 1 ~° ~ ~a1~ re 1 ( o \ "'~ \ Rd n 2Si V~Iti e -r_
.~=~ c,, m Spinnacl~er c v-MARrv~"~enLake ao ;t R t• ~ ~~ obi s. g ;I€i6 I / 1~ 117e t sl `, / slaeonc LDkeside Qa. 9
o c s ~ Ln = a 4 I. ° 1 5 0 144:3 ! G u°Ws
)zv~ Cove" R? ¢\d° 1934 N°/JS `c ~ 3 ~e sr r 6 1vbL ~~ ~ ~ad~' ~rAtsole ~~ ! ! ~~ ~ Iv4a\ PP br''. o,NB Park os M EStS. N/
Y End ~ \ u "...`1 ` 3\ a y°` ~S chwo°d Dr 14 Abb o a °i L0~ c} i i e p I 1444 6P P°r -Po 1 \ c ° p/
R „~ E n 5 I Ykvn ~'~ o s Ln (i of or o 1250 BRAWLFY Y~ ~ a J
d d 'c o o/ o ~ /r 7 \ Iceview Rd. l \ r e o 9 y m
R ~ °-~ ° ° ~ ~ ~ o B0 eY ~w011~J McKendree o0` t4 /~, r° <?~b e \1 i v' Hd A ~ ~ 1179 scN. \~° °~ ~s°a/ ar a
:S ~° s D ~. m w is Aso l r P 115 1z1s r ~si 1 f R ~ ~\ o ~° ea ° o
Ikheo a „r.r ~ ! , s ? i~ B ~ ~' S ..C6 f ~¢ d ~ i ~ 6 ~ „ of ~
es\ T M°rin ~ ~ ~} t `. 3 w urle / Kem Rd, mOO` ~ o o \1 1100 o xa J 1
Ln.~ •lt ti~~ er s S ~ a y ~4 yC~i pt.g f~'.:~ - ° A~ ~ NJP A ° sO ARE ~ ~ '~ (A+Cae
r'4 w ~ Sr °1 °o ' ° ° K.._~' Ads a D = MAR
i) °~ I Q ~ ~ Q °P t \h HNS (ANOING R Rd. 1 y
tat i° Pq~ \a? 311u. ~..~`+ ~ ~ 1 m ~ ` ! /' d. F0s/ 1~7 ` ~ 1178 d b0o1 O -. ~o~ 1116 Dr WEST pL/
a lsas a X ¢~ '~ ~ ~ Sc ~ ° 1100 ~ ~ y D srnRf 150
~~ 0~ ~ or p M~ v emP Rd a o a ~ tr
Ao S s ~ ,` bald I K F v J eech Tr el C n ~ / t V° Loo
class \S ?f ° 1 / o V m! ¢ 1445 0 1234 ee d\ ~ , o o I
e 4 i ~ ~~ o Inverness ° o \ o d b`
SpyimeDr.~P~w iP tsr r I E I.m( ~ ~ ° 0t P ° $ ~ ~ Vdnd°I'yic ~° i~ _
° s t d ( r m \ f, ga0i o Ro 9 Rd Loo ,~.
glocrwelder l? ` '~81~8r5c~'~±t o~;n o fa I ° ' ~HAGeacxEee ~z 1 . / f ~i i~ o " r° ® ~ Re en °a y~r~. L°k view R ~ r
Rd ~ Rd g ~` 1 0 , ,READ I is (~ ~ l nr(w"h on ~ c m r` ~F, Dr°kp ¢ Rd. o y °, S° Cir. Volley 1
t ~Y R. k `o=,. 1 !2 ~ e ll A Y o h vA 5 ~ a Go ° A° s„u
1844 B~~ _ p 1 ~ , '^ v K 1Lty~ °P ~ 0Q Ruffle i° Steal QB ~ Slre°mRd. i~
1920 °~ 694 t v ° " f b y. re,,~1 ~ 4 nn St r 4,
Ln, . cM Is~~& - ~ '~ ~_ \ yoa~'~~ I-~i - ~.. 1115 IYi(] ~;~ 0b ~ ~ hRd ~ moe }~ weyk' ilk 1196 -_~ Wilso
00 c~ASb f¢~0\. 1 ~`~o I C 1 , I~ ~ ~/`M1\ p So . - ~' ~"l+ay! Rd, k (P er Rd r
IOrd o aS9u0n aR Rd P ff5 a° a ~~ V I p
p r apdri°nh pnnam o o q h~2 c ^.v
field Or '7}en,H\ 1 ° n 69! kA1GE bt°Wt
~, sU, ,' r Ik r5 /o B°~ V`vw°y H80({ ° MALL Teal °" '. tie ° e pJ~ Te ree ~ ,.I ~~~
,Ir ~ c ~ 1 s ~~~ 1 ~°. f 1112 ° HEAD ~ a f CLUBNOUSf.r, 0 x T v vs
['? Lynwood ! ~ ~ n C .. a 4 0 I3 I /V - `'y328 ° C A 9 1222 1100 E 0.d ° W ,~ / ~ r n ~va v° ,yE ~ ~.;~" ati i
~ 1 V •r ` D q ,~ r 1 J ~ \ °of S Fo/ ° COON LLcp o !m I a o,. ~ ~ .r ~ ~ \ •.~
~ 1 I w~ Lo. ! \ o J II / ~.~ " n) o ~ ~ 6 F A0r rwo Teol ` rM ' CuS Lcop m) \c Zeo v` } =l+• c~ x ~ \ L ~$ ,
\ - \ ti i `o ~ r• > L°~~\ °rA 1113 Or °fer OrY WldggO° Dra ~, G~,_1 p$ j1 .: J. ;'~ awl a\ ~I Croll Or ~NCORf5vILLE \
`~~I ~ I ~~ t is t ! •@ Ro i a,:~_._t'~ ~i t tioa
udd~ Duck /
/:..~~ \C ~ )° `~~ ~ Lao ~ a R Ln ` m ~ er r ` ~ pr \° ~ cERS n # ~ MuNtcrPdL ' 4 ,~
"/ Isf '1455`' o P oc Fd / ¢ o ° ¢'oC/~ a t~, P \ n ..: nOr a w
1' 694 °" Dr 1,11 t o v, zy , a :_. : m A.vaING °o c 60LF COURSE ~ "'
~'t ~ C~ L q Bor t~ ~ W<tN N ~ v I, s " ~:.1'
° y cox r ~ ber r ^1453-x=` C y Ili1 I IQ d F WoOasn~ 'z ~ ~, i 4 ~~_' I ~ ~m o 'cpMMURiTY
6 CREEK ~ ...1 I .~ i f (-, r,.J J ~LCk d L~~~ CQ(~1 t ^~~ rcN Rtl°~4 n o \ 0 ~. 4y rE°\ / 1206 4. ~w Rd / ~ °x
bar Ln. LITTLE CREE 1 ° 2 ~ ~ 7 "oad R ~ I j ('~ j ~ W d °~ ~ 1 cEtt rER ' i ,~~g
'Rid ~~/\ ACr~SSAgEA o6 EI 0. /1 yl J ! r' ) n s~ o o . u r 1 al r ,.
yu~ < J 1 ~ ~p Co ~ Eo; S~ rte" Po J ~ 21 ~..
'° I y r 1 ~ ' °'Y ( ~ ~~~ fl ~ I ¢ °rldw 3a ~., (~ h4 ° Rr l L' s~ ~ 1135 115
~" \ " 69 ~o~ t v° n i ' s \ r p" ~~ x Sfav t h, q t °jn R
ti f'`o' ~'. I 9 att(a,.V L o` ~°L/ 7459 7 P / ! / r t r " aew n - .Rd °~ : \ ° d ~
\ ~~ 1~ ~ ~~Z Br 11` 0 qo f f"'" `/ ! c ~ 1 FI ~' ,U. n w o pin °tv % U rte. 3 @ o ?
bt 1 ~ d su D /
t R°b f 1 c C ~ 1) c,... ~ e F rar~ ~ d.1 i non M° ~ ° 'fir, ~,
~ 1' ~ -.J f ~J 7 `, ~ / 7 ~ t r C p ~ rn r o ~ ~ t libB 0, _ r S
°e Cir f`\s/~ 1 ~ ~ ~~ ~ 13~17^~tu, Jed ( '. `\-r 1 ~ n ~ \ \ i//~ v' ~ ~ odor ~(1l0}ptlOfP°r e l m Rd. C ~ Q o ~9r,,,re ~„~°'
- \ .1 f / ~ ;, ~ m EC SOkf G ~ °I li r
L~~ D,ST\ I np ,- \ p`a _ 7 f i } /'v,i r/ \ 41~..,~,a gs~ytr a > ~II i° l io 0p ey RO
\~ _ ttp•~`JJ N Or ~ 1135 •F
,~ ` Ih Oger '" u a\,¢ ~ ~ 1J O ,~o \ I ~. t r _ J 3 oQe q RrRb ~ q ~ c~
~ Rd A c," Rd. ,.J \~~ ~, / \ 11 D0 1 ~ ~ Q° ~ -'- ~ _ °w F -- ~ ~ rl ber
v.t t ~ o~ We6b5 McCoro ~ \ !! \~/n \ I o; ~INtAMOS v'T` k i:° ,% ~ era I ~Ecn~33 --
13784r el P d > V 60 -~ ~-Hav~n EI Jlm eP7UA 9~, ~ view Ur, f '* ti ~ ~m°' 'oa Eu9E"via '" C -- 2, 11 n8 v a- i25
n \ ~ \ ~ ~A~ I, 4, bf !oe / ,f sn /1 ` f z , `+°`Rd e. v yL 4-s i.~t°u _ YRd o by Plmo P 4
t / 1 \ ~~:...y~ ~v YV ~UU$ f~~4..' "'~, ; ( -`J+ ~L..., 70 35 ft f' J ~! ~ E~ ~ V~OavP~"'m ,T\t~ ~~' m; StUt S Sr '"{yQ BobwhRd, I es "'`."' ~~ Waters Dr ~P ssro~f 1170 ~o~ ~n Rd. \ 0`~'~0°~ ~I
~Ei -~ ,r~c~• T a }~s:_. ~ .ssa 5 .F o- ~ ~ 1. ~ k~'}Mar. w. e~ ! 3 r Ln. ~ e E 1245 ~~ 90 115 ~
137J ~ 3~U°~°.z o ' j.. ~ "' i.. ~ f ro°\ ~echulewy,~ur `..I^~oa~' ~~Ilea ~ a 6 one I
Chapel ! I P'oria b s"~ s ~-' °I ~ i f ~*~ fnoE t Templeton Rd 1246 Rd. J ~ o
r l ~~ r Rtl ' ~2`N~W ooe° C~ ~ ~) dt ~ ~ nal Camino Re ~ F
. ~. ~ q r ~ O \ U0.5e `~ r iX r. ~ QgePU15 a } MOUNT MOURNS SCN. ° ~
I sa Ro ~., S Rd / µo Rd r MDUn1 ~i ~ a
° ~ -,, `I p 1 a /' \` P III I I ~ ~ r . ~T, am 0. _~OVB Q vie t>
° o' ° ~.. T 9 I C zf ti t v;,.. A I 1 1 -yq Fat i Perrln ~QlarOe .r` R o° a ~o
We$t i't ~ ~ x V ! <aro , •~ 690 X tv ~v LANE ~ ~.r \ C~ i I ~~v /~ /~ i° Dr ~ FO°
A v l ? sAf~` $ \ `i ~~ ~"/.. \ ~\ \ \ : / '+J ",fit / ~ °°a Rd r~ 8 F \w v c~1
odes tr. , ~ (~ ' ~ / fe°WjCk \ \\ r~~ / R ~ Os f r >f' a °ij ~ ~OetpD
/ How W °I ` Cae ~kP ~ V UU ¢r' i~~ /.1 0 \\ 'p : r , opl Ek . .~;w %{ ~
c ad es WESTCAPf r e e o o c' A ¢ p i ) rrl -Ff VI ~/.. ;~'' ~d~'`e ge d ,t
~~- rc~ ro~ fie' °y ~ \ sv I ~ h fi 695 :'v`+~ Ct. P ~ J n~R ~
L• ~ \~"~ t 3/ ,~ br..~ ~ / ~F z a \ I I - -j- 0 a t k .r..7"1 •' f e ~~a
} ~ r
v IB 1 ,~ ~ ~ ~ ~t r ~a' npo ~! 1 ~~ -~,. of ~~ ;; 1246 ~~ ~ ¢ ° °
~ibOCk~Ct.. 421~est~Ortlt ~ Ho '+ _ i a\ fi88 ~~ '` ~ tyA ' r a m R`I p E°st ~
~ ~. ~^ at ! cr y ~ Mt. iov ~ u~l 1 ~a Iz
ESIPORT 1619 6~ Ot / .,°`/ M~stY Cove m -.- I r ''~- r {l / 1 ~ 1202 ~°Pd
138~'17Lf,000R5E. 0 - 1 13~ - .ve e ~. ° ~ z LAKE NORM ~.'I 1. ~.~ ~ Rd. 3
6°i .. r r ~ ~arP` °% C p °q C, a ~ YAGHT CLIB r (~ i Oi' ? 12
0 o c a ¢ ee Tr.
° . •t\ 1456: /1 t t I \ ~ o sr~ a°ch _ e Prra9 °Sa .~ eC lyj~i a r,..J k ~ J e~ P°`m °n Ir N 120D E°st rt 9
a pr t O l ~' r/e - D 2 1 ~ 11
a \ ~` \ 1 1 y \ } s _ ~ s ~n.~ a z~ .A o s o L nLivingslone ., 4. F,V;nN ° ~ ~ ~ J E°s W Fo 6
c A "~-e a~ `ti0 raX ~~ G{aa gd"q'm o ~. 9a ~''N~U~ :.z. Ln ~ 1ECkW00!V Sc°`D BPIdg6pOf( p A.<+ c 11104 ti.. ~ 3
r c' 4 . ~ Ewes po`QJ• ~ £ ~ Rd, 1102 ~ u p C . ;.'.
• ~tie~t. ~~.: Ci -1 °fe San pk~Dr r~i°¢ o °`.''"~ `+'.~~..Un 1r P~ -v ~ ~ ~ os m ~~
OOV8iDO11S Cr srPtle 4` oee 0 A 0°w°~ ~ ~3 'a rr QIBXOnd2' } TALL\! ~ ~e t ~~ 1 '~1 ~m 9 aO ~1dA°sFp1m ~ o0
t~~ + i
ir~$t 0(1J ~E/a cI6IQnd. O.rrs'c° ~ ~ ~ ~ey.f nm I! \ ji SEASONS Pal Dt ~ 1 f, ~ ~~ o. 1 Z7 d ~
...,.P. p °k~ c~ I, ~.~lan f i ~ r~ R n~~
1ST t 0/ ° s °o~~ ~ihtasl'er aN I,6B0 _ MARINA ~ ~ ,_/ ~ ! !J f ' a
re Rd. \ o i.. S µar°t D ° qua 1.n, r ~ tl - ,/ , f .11~
z u d °4~ Q °~ ~ T „ ~ ~ I f, i !~` ',,vu2 L6ke
Isla / I
I
4~ C.v 8 ~ rv C1 ~i '~1 v m Cob ' o°sea; s° u~ ~~~~ T3 /r~ f ~ All ~tl / Jlf ~ ,dvl° 1131
w Dt\ ,mot.. \ _ i~ , , m . e tN '., II TY - ~~ \RN f J - ;\t~p ,y , t-,_ , !1`
~. SAM -EREEK E S o° ~ 9ysPb^- % -._.,-_-_ __ U p 1 J ~ I ~ J f-.,. (~y
GRP `+~~ .~.,,t ' a ~F\ ~ I ry -rl`~_.--" tlr-' _Y j 1 v ~~ ~f y~l~~ ~ 1~.J ~T
~xf Ir a Rd ~J lr f1 m~ 5 W l _ _ i s '!,' T`t \'X = ~ ~AV~o .....-_l .. GgEEK'~~` ~ ~ ---- ----
n ~ 100. ~3S rn~ COUIti( 703 .SON' .r"a,...rw, Qa. %~" , ~ Presb
00 1390 Jv' ,N/ eLiMa~~ ( ~ ~ Y IN,POInt HDt WO}Dry / > 00036 °~ Yterr°n ~ p
~-~_i 3 _ sra. sot ,~,~~Clgb, Edge Water ~ LU ~e Davidson ~.
^0 `i (~~ ri674 ia° ~ '~1 SfaOeS I ~>, V1l'I5Qfi
~';, -~~// j~ . f ~ PDrtslde `` '~ ° Xe s,P ~ Downes ~°~
{ 1}~g ~~11 ,4 J r ~" .t <, ! YarNShire
> r, -6~ !(+ //686 "\ 1 /1U. _ e ~ L[-~f./SV ~. 1 (/"~ `i>S: ''1 „o n a jl:o°o~C'p- F ~~CMne g6ha rt~_ ~ ~ .w Du 111D `r.'Pa ~ s - .4P~ n. 8 _~,,. nIST.

Lake Norman Real Estate -View Real Estate Listings in Lake Norman
Page 1 of 3
Previous Proge~ Back to Results Next Propertv
Breathtaking Waterfront New
Construction
X7-1984
'`
Lot 23 Tuskarora Trail, Mooresville, NC 28117
$1,775,000
Property Type: Single Family
MLS Number: 724911
Year Built: 2007
Square Feet: 5352
Bedrooms: 4
Bathrooms: 3.5
Lot Size: .69
Garage: 3
Stories: 2
Company: Allen Tate
Agent: Candi Schuerger
Office: [phone]
Email: Click Here
http://www.candisugar.com/ListNow/Property.aspx?PropertyID=1458212 11 /12/2007
~~ ~,
~~~~~~ ~ w~ N ,
~,.aw..~~~~~ w. .

Lake Norman Real Estate -View Real Estate Listings in Lake Norman Page 2 of 3
Map It! ~ Pr-nt ~ Email This Property" Mortgage
--_~ Schedule Showing ~; Request Mvre Info
Spectacular waterfront new construction by Kennth Bealer Homes. Uniquely
designed floorplan. Distinctive features throughout the home. Exceptional quality
from floor to ceiling. exquisite master retreat with views to die for! Large level lot
with views all around. Walk-out basement, private pier. Near completion!
~ 3 car garage Air Conditioning ~ Back Yard
~ Captivating ~ Cathedral ~ CC & R
views Ceilings
~ Ceramic the ~ Custom Built ~ Details Details
Details!
~ Dock Downstairs
~ Exquisite
~
Bedroom lighting fixtures
Extensive
~ upgrades
~ Formal Dining
~ Gourmet kitchen
~ Boat Slip
~ Central Air
~ Dishwasher
~ Extensive
Landscaping
~ Greatroom
http://www.candisugar.com/ListNow/Property.aspx?PropertyID=145 8212 11 / 12/2007

Lake Norman Real Estate -View Real Estate Listings in Lake Norman
~ Hardwood ~ In a subdivision ~ Lake ~ Lake Front
Floors
~ Lake View ~ Large lot ~ Light and Bright ~ Main Level
Master
~ Mature Trees ~ Neutral decor ~ Open floorplan ~ Water Front
~ Wonderful ~ Wooded Lot
neighborhood
The information presented here is deemed reliable, though not guaranteed.
Previous Property Back to Results Next Property
Lake Norman Real Estate -Quick Navigation:
Jump to Anywhere in the Site
Web Site Design and Hosting Provided By: Advanced Access ©1998-2006
Page 3 of 3
http://www.candisugar.com/ListNow/Property.aspx?PropertyID=1458212 11/12/2007

IREDELL COUNTY HEALTH DEPARTMENT
IMPROVEMENT PERMIT /AUTHORIZATION 1
PERMIT+t ~ `T INrr L't'
OWNER OR PLICANT
ADDRESS
LOCATION
STATESVILLE 704-878.5305 MOORESVILLE 704-664-5281
RUCT /OPERATION PERMIT /EXISTING SYSTEM INSPECTION
DATE 1 La_-o~-V 1
Home
SUBDIVISION OCK !SECTION LOT ~_ lOT AREA ,,(~-E(
~~ epti Tank: O Gallons; STB Date O N4~~~ i
u p nk: l (~13C~ Gallons; P T Date SysteFrU lion:
Pu eke: Model . Serial No. Repair System Desc
Nitrification Field: No Fields _ Spuare Feet Linear feet ~ Maintenance A rear
~,
No Unes Trench Width rn ~ Max Trench Bottom Depth ~~_ Gravel Deptt
Comments:ICondn~ons ~,
.. _ i
INITIAL SITE SKETCH
>C~_ SITE CLASS. ~yZ DESIGN FLOW ~~
^ Expansion S m : I 1 n HouselMod.
- O Mobile Home
f O Business
e wired; Yes O No ^ Other
AS BUILT SKETCH
L,T.A.R. • - ~
Na. Bedroortta Wetter Supply:
No. Persons ividual
No. Employees _ o Public
O t:Y
vlplumbfn4 ^ Basement wo/dumbino
Permit can be suspended or revoked if any false
PermA vali o e it
Signed:
Improvement Permit by: .-
Authorization to Construct by:
is supplied toward securing the permiUauty unauthorized changes are made to the site/any unauthorized changes are made in the inatsllatlon of the system. Improvement
nt Permit with site plan valid for sixty months ^ Authorization to Construct is valid for a period equal to that of Improvement Permit -not to ezcee0 sbtty months.
_ date ~l!~~~ / ailed by:
e v 7 Operation Permit by: date
ate b ~ Existing System Inspection by: date
HEAITIi DEPT. COPY: WMITE OWNER COPY IFMAL-: YELLOW OWNER COPY pNrTIALI: PINK

~,
~S&ME
September 14, 2007
Ms. Maria Dotson, R.S.
Iredell County Health Department
Mooresville, NC 28115
Attention: Ms. Dotson
07~188Q
~~~~~~~~
Nov ~ ~ tao~
OENR -WATER QUAi.ITY
~YETLANDS ANQ STC1RFdU!ATER BRANCH
Reference: Proposed LP PPBPS Initial System and Pretreatment Repair System
for Kenneth Beeler Homes, Lot 23, Tuskarora Pt.
S&ME, Inc. Project No. 1588-OS-066
Dear Ms. Dotson:
S&ME, Inc (S&ME) has reviewed the soils and proposed septic system layout for lot 23
Tuskarora Point for Kenneth Beeler Homes. The soils on the lot were described as
provisionally suitable to depths of approximately 60 inches at a 0.30 gpd/ft2 LIAR.
The proposed initial system is an LP PPBPS. The site will require a variance from NC
DENR's Division of Water Quality on the lake setback for the designated repair area.
The proposed repair is a shallow placed drip system utilizing TS-II pretreatment. This
allows a setback of 30 feet to the 760 ft. full pond elevation on Lake Norman. By using
this shallow placed drip system there will be minimal disturbance inside the buffer area,
if the system is ever to be installed and utilized.
We are proposing an LTAR of 0.15 gpd/ftz to be used for the drip repair area design.
Using this design LTAR requires a minimum area of 3,200 ft2 to be reserved on the lot
for repair if needed. We have set aside approximately 4,000 ft2 of the lot to be designated
as repair area (see site plan). The proposed drip lines will be plowed in at a depth of
approximately 8 inches. Using these line specifications would only disturb approximately
200 ft2 of drainline area.
Thanks for your time in reviewing this
concerning this proposal.
Sincerely,
if you have any questions
~~R~.
//"•;9
W zah~t~>~•p
~ ~
,~ t,r
~~.
.~, -
oney c s, L.S.S.
Seni it Scientist
.~. ~, ,~r:, .~^
~
1®~
~~
J
re
ie_ m ~~
S&ME, INC. / 385 Timber Road, Suite 104 / Mooresville, NC 281 1 5-7899 / p 704.662.8625 f 704.662.8735 / www.smeinc.com

~S&ME
Attachments
1. Site Plan
2. Soil Descriptions
3. .1970 Rules
4. AdvanTex System Specifications Information
2
S&ME, iNC. / 385 Timber Road, Suite 104 / Mooresville, NC 28115-7899 / p 704.662.8625 f 704.662.8735 i www.smeinc.com

,- ° V~ ~ ~
Q,ti ~j~~
~~21~k0 /~ , ~ \
~yi
~~~~~~
~~/ ~sos~ ~~~~ J
~ ~,,~: ~-
~~ ~,
,,
c~
,,
~~
~,
~ \ ~ ~1~ • i
~ ,i~
` \ / /.
~ ~
~ i
s,~~ ~
r ~ ~~ /
`Sa .U~_ a~ i /
~ _\ /,
.~ titi ~ /
~ i
~ ~
~ - - - - - - - .~ - _-_-_--~1.3 ~_- i ,
_~"
~ A,y - _ _ S~ -- -- . _ - _. - ---- ~
~'' ~ / ~ Vh
~fiT.~i 1
`, d~~\ o~
~ ,\
' ~ \ ~ /,.
' ~ ~ $
1 M ~ !~,'
,' ~/ ~b,
r ~`
r'
~,
~ OPCO I J ~ ~`~~ j ~" ~' ~P~£
~- vArJ - E~ , ' ~ ~-
~ ~~
~f-~P~i1~M~~ i/ oC~ ~~ ~~~ o,
1
Y'~ ~'
~'~/ as m~f 3' ~''
i ~ ~ ~,
~ ~
~% \/ F ; I
~~ '
~'
~„
GONjO ~ N10~~R E) ~ I '' v, °,
60 0) R CO OLIN ` ~ ~`J ~. ~, ry r
Ex ~ PON 1~~ F~00 / ` ~ ° ~ ~
k0~1" EX YEPR `\ -~ m Z
__~
~~ - - - -- °L t ~ ,~ ~,
_- - - ~________M____ i
~/ `f N
=__- - ate, `~~ /L ,
~+ ~ ;
/ z ~,
!S B(OCfj ~~,,
BUFFER / 50 4 3.E' I
5d' R1PARlANEX 7&0 CONT~UR)~ ~ ~~._ Erg?' i ~` --
FR~~ _/ / E S-~ ~-~ ~ `~S BC S63'01~42" ~'~ 1 ~ ~1
Q_~_ __ 5o B ~~ ~R Or (' f J ~~ ~ ,k0. ~~,'' '' `

TCJ CONSULTING
• - J SITE /SOIL EVALUATION
.~
JOB: ~'•~ ~ ~ PHONE: DATE: 'I ~~~ ~ ~
LOCATION: '~ +~ PIN: COUNTY: PROPF~ SI~E:3~ ~ i
PROPOSED F CILITY: WATER SUPPLY: On-S!t Well Community Pu lic EVALUATTO Au6er Boring,_ Pit~ti_((Cut
WEATHER: ,f~ -ANTECEDENT MOiSTURE:-SURFACE WATER
FACTORS PROFILE I P
ROFILH_ PRO
FILE PROFIL
E

UNDSfJ1?E P04TIUN-!t
~ ~
j
- "~
~ L
/
^ ""- ~ ~'
~
~ ~
~ ~r+
HORIZON 1 DEPf'H ~"- f
D
~ F '~ y
~' f..+
~J 3
t
TcmiR ~ ~ c
SlNCtuR
Cus:Ne.Yr ~ ~
~~

BWI1dry

HORIZON DEPTH II
~ `~
` y ~ ~
~
~
Gilar - -ioise~
r~mR Ci

Meuin I
lLYf9tR
~.~ ~
CadnlXl ,
- ~ ~ i

3wntq ~ _ ~_
~OR:?ON 1:! DEi Iii
-- ----
/'
~ /
~
. .
~
cd.,. - u+~e
1 :~
~

~'
I )-I.rUv

.~ / '
f~ •
V ~ f,~ , '
~r

I
f
I 5auna.ri

.__._ _..._.._.....
HORI~ Ii i
I Cdor - st,:~e ..
r~
s~~ti
~~R
Co.trens .

Rainey
901E WETNPa
RESiRICTIVZ HORIZON I 1 ~ t
54PROUTE ~ f~ r
u~IC R f
CU59FlGTION I
i

LEGEND
LANDSCAPE POSI'i1(
R -Ridge jaVhf f ,
S - Shoutler
L _;iJhear dope
S • Faa Elope
N -Nose dope
H -Head dope
Cc - CAn'ue dope
Cb - C.~nves slope
T - Ter. Aot
P -Food Plain
TEXTURE
f -bald
k - ioimy rand
sl - iahdy bam
I-b1m
d-/Oi
ail - X01 roam
sfd - s0ry clay bem
d - tliy bam
sd - srlndy clsy loam
a ' slndy clay
tic - sihy dry
c-tYy
m"~ ~
Ns -non-stkiry
Ss - di6My sticky
s - ui~g
Vs - vfry sticiry
NP - ~n-pkstk
SP - ~4 P~
P-
VP - ~' P~~
vtr - v}ry Idabk
h - bk
fi-
~• ryfom
efi - e#otmty &m
i
sB - sib~k pam
m-
er - b
6 - Isr
sab _ su'bangular bloet,
aA - alguhr blod9, -
PI - PUry
Pr • prbsnalic

NORTH CAROLINA DEPARTMENT
OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENVIItONMENTAL HEALTH
ON-SITE WASTEWATER SECTION
INNOVATIVE WASTEWATER
SYSTEM APPROVAL
INNOVATIVE WASTEWATER SYSTEM NO: IWS 2004-3
ISSUED TO: Sam Carter, Government Relations Manager
Orenco Systems, Inc.
814 Airway Avenue
Sutherlin, Oregon 97479
Tel: I-800-348-9843; Fax: [phone];
http://www.orenco.com
FOR: AdvanTex® Treatment Systems
APPROVAL DATE: April 6, 2005
In accordance with General Statute 130A-343 as amended by Session Law 2001-505 (House Bill
1019), a proposal by Orenco Systems, Inc., for approval of subsurface wastewater systems
utilizing the AdvanTex systems. The AdvanTex® system has successfully completed the
required Controlled Demonstration and meets the standards of an Innovative system when all of
the following conditions are met:
A. GENERAL
I . Scope of this Innovative Approval includes:
a. Performance standards for advanced pretreatment of effluent,
b. Use, design and construction requirements for the specified models of AdvanTex
pretreatment systems. Sizing and siting specifications for AdvanTex pretreatment
systems and associated subsurface wastewater systems that meet these performance
standards. Operation, maintenance and monitoring specifications of these AdvanTex
pretreatment systems and associated subsurface systems to ensure the treatment
performance standards will be met.
2. This Innovative System Approval is applicable to domestic strength sewage systems
(non-industrial wastewater) utilizing AdvanTex Treatment Systems that have a design
flow not exceeding 3000 gallons per day.
04/06/05
1 of 18

3. Influent waste strength to the AdvanTex Treatment System as permitted with this
approval shall not exceed domestic septic tank quality effluent.
4. Septic tank effluent quality shall not exceed the following for any one grab sample for
compliance purposes:
Table 1
Influent Characteristics, Orenco
AdvanTex Treatment System
Not to Exceed
m /1
Biochemical Oxygen 350
Demand
OD
Total Suspended 200
Solids
TSS
Total Kjeldahl 100
Nitrogen
TK
Grease lus Oil 30
In addition, any site utilizing these systems shall have sufficient alkalinity to perform the
proper amount of nitrification. The influent also shall not have a pH, or toxins that
significantly inhibit microbial growth.
04/06/05
2of18

B. ADVANCED TREATMENT PERFORMANCE STANDARDS (TS-II)*
1. Treatment Standard II (TS-II): Tertiary treatment with nitrogen-reduction.
Pretreatment systems meeting TS-II are designed, installed and operated to meet the
following standards:
a. Carbonaceous Biochemical Oxygen Demand, 5-day (CBODS) < 15 mg/1
b. Total suspended solids < 15 mg/1
c. Ammonia-nitrogen <_ 10 mg/1
d. Total nitrogen (Total Kjeldahl Nitrogen +NOx-N) standard shall be met through one of
the following methods:
(1) Total nitrogen concentration in the AdvanTex effluent < 15 mg/1, or
(2) Total nitrogen reduction of 50%. Measured as the difference between the septic tank
effluent (TKN) and AdvanTex effluent (TKN+NOx-N), or
(3) Calculated as a maximum daily load (this criteria shall only be applicable when the
average daily flow for the past 30 days is below 25 percent of the design flow and
when the effluent CBODS is less than 5 mg/1): Nitrogen reduction may be measured
in terms of pounds of total nitrogen actually delivered to the field per day. Up to
.004 lbs per day for every 60 gallons of daily design flow is allowed. See Attachment
C for guidance on calculating this for compliance determination.
e. Fecal coliform bacteria densities < 10,000 colonies/100m1
2. When the disposal system is designed according to section D.4 below, the treatment system
shall, in addition to c. and d. above, meet the following standards:
a. CBODS
b. TSS
c. Fecal Coliform
<_ 10 mg/L
< 10 mg/L
< 1,000 colonies/100m1.
*Note: AdvanTex TS-II systems may be used for sites approved/permitted for TS-I treatment
systems
C. SITIl~IG CRITERIA
Ground absorption systems receiving effluent from approved AdvanTex Pretreatment Systems
may be used on sites classified Suitable or Provisionally Suitable for conventional, modified,
alternative or innovative systems in accordance with 15A NCAC 18A .1900 et seq. The
following modifications to siting criteria, vertical or horizontal separation distance requirements
shall be acceptable:
04/06/05
3of18

Minimum initial vertical separation siting criteria and minimum vertical separation distances
for trench bottoms specified in Rules .1955 (m), .1956, and .1957 may be reduced for
systems with design flows of up to 1000 gallons per day as follows:
- by a maximum of 25 percent for gravity dosed drainfields, and,
- by a maximum of 50 percent for pressure dosed drainfields (I..PP or DRIP distribution),
When all of the following conditions are met:
a. the initial vertical separation siting criteria shall not be reduced to less than 12 inches
from the soil surface to rock or any unsuitable soil horizon, and
b. the trench bottom vertical separation distance shall not be reduced to less than 12 inches
to rock, groundwater, or tidal water, and shall not be reduced to less than 6 inches from
any other soil wetness condition, and
c. the site shall be evaluated by a Licensed Soil Scientist as provided in section H below,
and
d. with the exception of horizontal setback reductions from Drainage Systems, no other
reductions in horizontal setbacks or increases in Long Term Acceptance Rates, as
provided for in Sections C.5 and D.2, below, shall be used when any reductions in initial
vertical separation siting criteria or trench bottom vertical separation distances are
utilized. Furthermore, no reduction in trench area shall be allowed for alternative
drainfield materials to include PPBPS.
2. Drainage Systems: When an AdvanTex Pretreatment System is to be utilized for systems with
design flows of up to 1000 gallons per day, drainage may by used on sites with Group III
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 criteria or vertical separation requirements for soil wetness conditions for fill systems
specified in Rule .1957(b)(1), provided the conditions ofC.1.A. are met. Site evaluation by
a Licensed Soil Scientist shall be required, and the drainage system shall be designed by a
person with demonstrated knowledge of drainage systems (see Section H, below).
3. saprolite Systems: When an AdvanTex Pretreatment System is to be utilized for systems with
design flows of up to 1000 gallons per day, saprolite with sandy clay loam texture may be
used. The maximum LTAR for sandy clay loam saprolite texture shall be 0.2 gpd/ft for
conventional trenches and 0.10 gpd/ft2 for LPP trenches. Nitrification trenches in saprolite
may be installed up to five feet deep. Site evaluation by a Licensed Soil Scientist or
Professional Geologist shall be required (see Section H, below).
4. Minimum horizontal setbacks shall be as specified in Rule .1950, except as provided for in
04/06/05
4of18

Table 2 for system with a design flow of up to ] 000 gallons per day.
Table 2
Minimum horizontal setbacks for ground absorption systems
AdvanTez TS-II Pretreatment S stem are used*
Land Featare or Component E~sting
Rules
.1950 a TSII
AdvanTez
An rivate water su source 100 50
An ublic water su source 100 100
Streams classified as WS-I 100 50
Waters classified as S.A 100 50
Other coastal waters 50 25
Any other stream, canal, marsh or other surface
waters 50 25
An Class I or Class II reservoir 100 50
An ermanent storm water retention and 50 25
An other lake or and 50 25
An bnildin foundation 5 5
An basement 15 15
An roe line 10 10
Top of slope of embankments or cuts of 2 feet or
more vertical he' t I S 15
An water line 10 I 0
U slo a Interce for drains 10 7
Sideslo a Interce for drain 15 I 0
Downslo lnterce for drain 25 15
Groundwater Lowerin Ditch 25 15
An swimmin ool 15 15
An other nitrification field eace t re air area 20 10
*-Note: With the exception of the Drainage Systems horizontal setback reductions, the reductions
in horizontal setbacks in Table 2, above, shall not be allowed when reductions in initial conditions
or vertical separation distances are used in accordance with Section C.1, above, or when any
increase in Long Term Acceptance Rate (LTAR) is used in accordance with Section D2, below.
These reductions also do not apply to systems with a design flow in excess of 1000 gallons per day.
5. Bed systems on sites that have a design flow not to exceed 3000 gallons per day may be used
(see additional requirements for bed systems from 1000 - 3000 gpd in d. below):
a. on sites classified as Suitable or Provisionally Suitable and where the soil is classified
based on texture as Soil Group I or II, in accordance with 15A NCAC 18A .1900 et seq.,
and at least 24-inches of Group I or II Soil shall be present beneath the gravel bed
bottom, and/or
04/06/05
Sof18

b. on sites where at least the first 36 inches below the naturally occurring soil surface
consist of Soil Group I (sand or loamy sand), and no soil wetness condition exists within
the first 12 inches below the naturally occurring soil surface. The requirement for 36
inches of Soil Group I may be reduced to 18 inches when hydraulic analysis by a
licensed soil scientist demonstrates that effluent will not come to the ground surface and
the required separation to soil wetness can be maintained. The site shall have a uniform
slope not exceeding two (2) percent, unless hydraulic analysis by a licensed soil scientist
demonstrates that effluent will not come to the ground surface and the required
separation to soil wetness can be maintained. In no case shall slope exceed ten (10)
percent. Fill material, if needed, shall be sand or loamy sand, containing not more than
l 0-percent debris, and/or
c. on existing fill sites which meet the requirements of 15A NCAC 18A .1957(b)(2)(A, B
and C), and only when the design flow shall not exceed 480 gallons per day.
d. For bed systems exceeding 1000 gallons per day and up to 3000 gallons per day (not
applicable to existing fill sites), the following site conditions shall also be met:
(l) The site is limited to Group I soils for at least 54-inches below the naturally
occumng soil surface, no soil wetness condition exists within the first 48 inches
below the naturally occurring soil surface, and a vertical separation of 24 inches
to any soil wetness condition shall be maintained, unless a site specific
groundwater mounding analysis is performed and demonstrates a 12-inch
separation (18-inch minimum for a fill system) shall be maintained. The
groundwater mounding analysis shall be reviewed by the state; and
(2) The site shall be evaluated by a soil scientist as provided for in section H.
All applicable vertical separation requirements shall be met except that the gravel bed bottom
may have a minimum separation distance of only 12 inches from any soil wetness condition for
systems installed on sites which meet Sections C.S.a or b, above, 18 inches for systems installed
on sites which meet Section C.S.c, and 24 inches for systems installed which meet Section C.S.d
requirements (unless the groundwater mounding analysis substantiates a greater or lesser
separation is necessary), above. The vertical separation requirement may be met by adding
Group I soil, but shall not be met with the use of a groundwater lowering system. The system
shall be considered to be a fill system only if the LPP bed bottom is installed less than six inches
below the naturally occurring soil surface. [Note: for fill systems, the requirements in Rule
.1957(b) for the side slope of the fill shall be met, as determined beginning at a point six-inches
above the top edge of the gravel bed].
04/06/05
6of18

D. SIZING CRITERIA
The system sizing criteria shall be based upon the Long Term Acceptance Rate (LTAR)
specified in the appropriate portion of the Rules for the type of ground absorption system to
be used. 2. The LTAR for nitrification trenches may be increased up to a factor of two for
AdvanTex systems when all of the following conditions are met:
a. initial vertical separation siting criteria or vertical separation distances for trench bottoms
specified in Rules .l 955(m), .1956 or .1957 have not been reduced.
b. sandy clay loam saprolite is not proposed to be used,
c. horizontal separation distances specified in Rule .1950 have not been reduced,
d. for systems to be installed in fill, a pressure dosed drainfield (LPP or DRIP distribution)
is to be used.
e. for systems to be installed on sites with Group III or IV soils within three feet of the
trench bottom or on sites requiring drainage of Group II or III soils, the site has been
evaluated by a Licensed Soil Scientist (see Section H, below).
f. for any system larger than 1000 gallons per day, the site shall be evaluated by a Licensed
Soil Scientist (see Section H, below).
g. if the system is pressure dosed, time dosing is required. Pump tanks shall be sized
according to Rule .1952 (c)(1)
3. For ground absorption systems utilizing modified, graveless or other types of nitrification
trenches separately approved in accordance with Rules .1956 or .1969, no reductions in
linear footage of nitrification trench or system area shall be applied when the LTAR has been
increased in accordance with section D.2, above.
4. For bed disposal systems, the minimum number of square feet of bottom area which is
determined by dividing the design daily sewage flow by the LTAR may be reduced by up
to 40 percent as long as the following conditions can be met:
a. All beds shall utilize pressure distribution (I,PP or Drip)
(1) LPP laterals, when used, shall be placed on maximum of three-foot centers.
Orifices shall be spaced on three foot centers, maximum and sized at 1/8"
diameter, minimum.
(2) Drip tubing, when used, shall be placed on two-foot centers, maximum, with
maximum emitter spacing of 24-inches.
b. Beds shall have a gravel depth of 12-inches, minimum.
04/06/05
7of18

c. A minimum of two equally sized beds shall be used for systems greater than 1500
gpd. The beds shall be separated by a minimum of 20 feet.
d. Flow to bed fields shall be equalized over a 24-hour period by time dosing and
utilize telemetry controls. Pump tanks are sized per rule .1952 (c).
e. No such reduction in bottom area shall be allowed for bed disposal systems in
existing fill (Section C,S.c, above).
f. Horizontal separation distances specified in Rule .1950 may not be reduced.
g. If the square footage of bed bottom is reduced by greater than 25% (up to 40%),
the AdvanTex Treatment System shall meet the performance levels stated in
sections B, 1 and 2, above, and the repair area exemption in Rule l SA NCAC
18A .1945(c) shall not apply.
E. DESIGN CRITERIA
The system consists of a septic tank, a recirculation tank, AdvanTex fixed-film media pod(s)
as specified in Table 3 below. See Attachment A for example .drawings of unit
configurations.
Table 3
Design Flow
(gallons per day) Minimum
Septic Tank
Size* (gallons) Minimum
Recirculation
Tank Size
allons Minimum
AdvanTex
Units**
< 500 l 000 1000 1 AX20
501 - 600 1500 1000 2 AX20
601 - 750 2000 1000 2 AX20
751 - 1000 2500 1500 2 AX20
1001 - 1500 3750 2000 3 AX20
1501 - 2000 5000 2500 1 AX100
Dual Bulb UV
2001 - 2500 6250 3000 2 AX100
Dual Bulb UV
2501 - 3000 7500 3500 2 AX 100
Dual Bulb UV
* Multiple tanks, in series, may be used for systems larger than 600 GPD.
**Single-Bulb UV also to be provided for AX20 units where required as noted in Section E(1)(f),
below
04/06/05
8of18

a. The septic tanks shall be approved by the state and Orenco Systems, Inc. specifically for
the use with AdvanTex systems. As part of this approval, the septic tanks will have an
inlet sanitary tee and a state approved, appropriately sized Orenco effluent filter on the
outlet end.
b. The recirculation tank will contain the recirculating sputter valve and the Biotube
screened pump vault. The recirculation tanks shall be approved by the state and Orenco
Systems, Inc. The recirculation tank shall have an inlet sanitary tee.
c. A drainback configuration without a pump check valve is required for the forcemain.
d. The pumps that accompany the different configurations are:
Single AX20 P3005 Orenco High Head Pump
Dual AX20 P5005 Orenco High Head Pump
Triple AX20 PJ7515 Orenco High Head Pump
Single AX100 P5005 Orenco High Head Pump
Dual AX 100 P5007 Orenco High Head Pump (Duplex)
e. The AdvanTex pod is equipped with a set of vertical geotextile sheets, with low pressure
pipe wastewater distribution above the sheets. The low pressure pipe distribution
operates at 3 to 5 feet of pressure head. The pods may be placed above the tanks, but
shall not obstruct the tank accesses. Two air vents for the pod are required, one is
located on the pod and the other is located on the discharge cleanout.
f. Filtrate from the AdvanTex pod flows by gravity into either the recirculation tank or the
ultraviolet (UV) disinfection system dependent upon the recirculation tank level. The
UV system shall be rated for the appropriate discharge rate from the AdvanTex unit.
Audible and visible alarm for bulb failure will be provided. UV piping shall be installed,
but controls, ballast, wiring, and bulbs shall not be required, except in the following
situations a complete UV disinfection system shall be installed:
(1) As part of a repair to bring the system into compliance for fecal colifonm.
(2) When a bed system bottom area is reduced greater than 25%.
(3) All systems using the AX 100.
g. The UV disinfection system will be one of the following:
(1) 0-1500 gpd: International Waterguard Model #WG-1-LV-WW or "UV The
Disinfector ".
(2) 1500-3000 gpd: Dual Bulb "UV The Disinfector®"
Other UV systems may be specifically approved by the State.
04/06/05
9of18

h. AdvanTex Systems will utilize the TCOM or VeriComm telemetry control panel.
The control panel is in a NEMA 4X enclosure, and shall be located within 30 feet of
the recirculation tank. Separate control and alarm circuits will be provided. The
Telemetry Control Panel shall be connected to an active phone line. The county in
which each AdvanTex System is installed shall have an internet ready computer and
have a password or have the equipment necessary to directly connect to the panel on
site. Should the county not have Internet access, equipment to direct connect, or the
site not have phone service an MVP model panel shall be used. The operator of the
system must be able to access the panel directly on site and shall be available with a
24-hour notice to the county in the event a direct connection is necessary.
i. All access riser hatches shall be secured by tamper-resistant stainless steel bolts, and
inaccessible with flathead screwdrivers, Phillips screwdrivers, or standard wrenches.
j. Buoyancy calculations shall be completed by a N.C. professional engineer for an
AdvanTex AX 100 Modules, associated tankage, and/or the UV basin if they intersect
the seasonal high water table, and additional concrete ballast may be required. In
addition the instructions for anti-floatation in the AdvanTex Treatment System
Installation Manuals shall be followed.
k. Control panels controlling drainfield dosing pumps shall have pump cycle and run
timer recording capability and shall meet the requirements of .1952.
1. Geotextile fabric shall be used between the rock layer and backfill material
m. A 3 foot setback shall be maintained between the dispersal field and tanks.
n. Timed dosing shall be provided to the disposal field.
2. AdvanTex systems shall be designed by an Orenco Systems, Inc. certified designer or a
North Carolina Professional Engineer. Systems over 1000 gallons per day shall be designed
by a North Carolina Professional Engineer.
F. INSTALLATION AND TESTING PROCEDURES
A preconstruction conference shall be required to be attended by the system designer,
Orenco certified installer, and local health department (LHD), prior to beginning
construction of the AdvanTex Treatment System and associated ground absorption system.
2. The AdvanTex System shall be located in compliance with the horizontal setback
requirements of Rule .1950(a) and shall be located to prevent surface/subsurface water
inflow/infiltration.
3. All AdvanTex systems shall be installed according to directions provided in the
04/06/05
10 of 18

"Installation Manual" and instructions found on Orenco Systems, Inc. CAD drawings of
each system. Additionally, all AdvanTex systems and components used with, but not
manufactured by Orenco Systems, Inc., shall be installed in accordance with all
applicable regulations and manufacturer instructions.
4. All companies installing AdvanTex systems shall be in possession of all necessary
permits and licenses before attempting any portion of an installation.
5. Watertightness of the tanks and any dosing tanks shall be demonstrated by a 24-hour
leakage test conducted at the installation site. A water level change of 1/2 inch or more,
within a 24" riser, over 24 hours, or visual observation of leakage shall be cause for
failure of the watertightness test. Initial water level shall be to 2" above the riser/adapter
seam.
6. The Orenco Systems, Inc. certified System Operator shall commission the AdvanTex unit
for each installation and shall provide an acceptance letter to the LHD prior to issuance
of the operation permit.
7. Specified site preparation steps and construction specifications for the ground absorption
system shall be strictly adhered to, including specified depth of trenches in relation to site
limiting conditions.
8. Prior to operation permit issuance, the local health department shall inspect at least the
following:
a. The health department shall observe the watertightness testing.
b. The health department staff shall press the "Push to Silence" button for 15 seconds to
enable test mode. Then the health department shall test the pump float alarm.
c. Record the pump model.
d. Check to ensure both vents are installed.
e. Check the pressure head on the pod wastewater distribution system.
f. Check that the riser hatches have tamperproof bolts, and/or riser lock ring.
G. OPERATION, MAINTENANCE AND TESTING
1. All AdvanTex Treatment Systems shall be maintained according to the latest
revision of the AdvanTex Operation and Maintenance Manual as published by
Orenco Systems, Inc.
2. All Orenco AdvanTex Treatment Systems require operation and maintenance.
An operation and maintenance agreement with a North Carolina certified
Subsurface Operator shall be in place. The operator shall be authorized by
Orenco Systems, Inc. to operate the AdvanTex Treatment System. The operator
must have proper equipment and training to access and program VeriComm
Control panels on site.
04/06/05
11 of 18

3. System classification, management and inspection shall be in accordance with Rule.
1961. AdvanTex Treatment Systems shall be classified at a minimum as a Type Va
system according to Table V(a) of Rule. 1961(b).
4. System Inspections: Both the local health department and the Operator-in-Responsible
Charge (ORC) shall conduct monitoring inspections and sampling of AdvanTex Treatment
Systems at a minimum frequency as specified Table 4, and the Operation Permit, and as
specified in the Orenco AdvanTex Treatment System Operation & Maintenance Manual
titled "Maintenance Checklist", whichever is most restrictive.
Table 4
TSII AdvanTea
Design Flow Operator Sampling Reporting LHD Inspection
Inspection Frequency Frequency Frequency
Fre uenc
<1500 d 2/ ear 1 / ear l / ear 1 / ear
1500 - 3000 d 4/ ear 2/ ear 2! ear 1/ ear
5. At each AdvanTex Treatment System inspection the ORC shall, at a minimum, observe,
monitor, and record:
a. wastewater level in the tanks,
b. the processing tank Biotube® (effluent filter) Pump Vault for clogging,
c. watertightness of tanks, risers and pipe connections at tanks,
d. operation of pumps, floats, valves, electrical controls and alarms,
e. pumping frequency from pump impulse counters and elapsed run time meters,
f. the AdvanTex Treatment System for any structural damage, accessibility, adequate
ventilation, excess odors, ponding of effluent, insect infestations, vegetative growth over
the drainfield, the drainfield area for surfacing the effluent, and a sample of AdvanTex
Treatment System effluent collected from the sampling point to check for effluent clarity
and odor, and,
g. the pump cycle and run time meters and any water meter readings.
6. At least once per year the ORC shall, at a minimum, measure and report to the health
department:
a. sludge and scum levels in the septic tank,
b. sludge level and grease presence in the pump tank,
c. drainfield pump delivery rate (drawdown test), and
d. drainfield dosing volume and measure or calculate average pump run time.
7. The ORC shall also conduct other additional observations, measurements, monitoring, and
maintenance activities as specified in the Operation Permit and as recommended by the
manufacturer.
04/06/05
12 of 18

8. Sampling and Test Protocol:
AdvanTex Treatment System effluent samples shall be collected by the ORC. These
samples shall be taken according to Table 4 above. For coastal resort communities,
annual sampling shall take place between June 1 and July 15 of each year. Re-sampling, if
needed, shall be completed prior to the end of the Labor Day weekend. Other seasonal
homes shall be sampled during the times of greatest use.
a. Samples for drip disposal systems or other pressurized dispersal systems shall be
collected from a tap on the drainfield forcemain (prior to spin filters for drip systems).
The preferred location of the tap is in the pump tank discharge assembly. The sample
shall not commence until at least 30 seconds of continuous discharge through the sample
tap has been completed.
b. The Local Health Department (LHD) will be notified 48 hours prior to every sampling
event.
c. All systems shall be tested according to the frequency listed in Table 4 above for TKN
in the septic tank effluent and CBODS, TSS, Fecal Coliform, TKN, NH3 and Nitrate-
Nitrogen and Nitrite-Nitrogen in the AdvanTex Effluent.
d. All samples shall be obtained, preserved, and analyzed in accordance with 40 CFR
136. A state certified wastewater laboratory shall analyze samples for the treatment
performance standards specified in Section B and complete chain of custodies shall be
maintained.
e. All parameters shall be compliant to the treatment standard as specified in Section B,
otherwise the following steps shall be taken:
(1) The system effluent shall be re-sampled for the non-compliant parameter(s) within
30 days. If this second sample is within compliance for re-sampled parameter(s),
no further action is necessary.
(2) If the second sample is not within compliance, a notice of violation is to be issued
to the homeowner and copied to the operator. The system shall be maintained as
necessary and the AdvanTex effluent shall be re-sampled for all parameters
specified in G.B.c. At the same time the septic tank effluent shall be sampled for
CBODS, TSS, TKN and Alkalinity.
(3) Should four or more sample results (or three consecutive sample results of the same
parameters) for the compliance parameters from the three sampling events
referenced in 8(c), 8(e)(1), and 8(2) not meet the standards as specified in Section
B.; and if the septic tank effluent waste strength is below parameters specified in
Table 1; and the average flow rate for the 30 days prior to the third sampling event
does not exceed the design flow rate specified; then the operator shall call a
04/06/05
13 of 18

meeting to be attended by the property owner, designer, LHD, and an Orenco
Systems representative to determine probable cause and recommend actions.
System maintenance or repair shall be required whenever the system performance
does not meet the applicable treatment standards specified in Section B. The
property owner is the responsible party to ensure the system is brought back into
compliance within the time frame set forth by the local health department.
(A) If the influent waste strength is found to be greater than the values listed in
Table 1 or the flow rate exceeds design, Orenco Systems shall send a letter to
the property owner and LHD shall be copied.
(B) The system shall be re-sampled for original non-compliant parameters within 3
months of original sample date, unless otherwise so specified by the LHD. If
compliance is not achieved the LHD shall issue a notice of intention to revoke
the operation permit. The property owner is the responsible party to ensure the
system is brought back into compliance.
(C) The system shall be re-sampled for original non-compliant parameters within 6
months of original sample date. If compliance is not achieved the LHD shall
revoke the operation permit and declare the system "out of service". The
property owner is the responsible party to ensure the system is brought back
into compliance.
f. All samples shall be preserved, transported and tested while strictly adhering to
"Standard Methods for the Examination of Water and Wastewater", APHA, 20a' ed.
In addition, regardless of transport time, all CBODS samples shall submerged in water
with a temperature 5 4° C immediately, and all nitrogen samples shall immediately be
preserved with enough sulfuric acid (HZSO4) to reduce the pH to 4 standard units or
less. Special care to prevent contamination for samples collected for fecal analysis
shall be practiced.
9. Notification and Performance of Maintenance and Repairs
a. The ORC shall alert the system owner in a timely fashion of needed maintenance or
repair activities including, but not limited to, landscaping, tank sealing, tank pumping,
pipe or control system repairs, media replacement, and adjustments to any other
system component. The ORC shall notify the system owner, the Orenco North
Carolina authorized representative (see attachment E), and the local health department
whenever the pump delivery rate efficiency or average pump run time are not within
25% of initial measurements conducted prior to system startup.
b. System troubleshooting and needed maintenance shall be provided to maintain the
pump delivery rate and average pump run time within 25% of initial measurements
conducted during system startup.
04/06/05
14 of 18

c. The septic tank will be pumped as needed upon recommendation of the ORC. Please
refer to the AdvanTex Treatment System Operation & Maintenance Manual for
preferred pumping intervals. However, at a minimum, the septic tank will be pumped
whenever the solids level exceeds 25% of the tank's total liquid working capacity or
the scum layer is more than 4 inches thick.
d. The ORC shall notify the local Health Department and system owner in writing
whenever repairs are required. All maintenance activities shall also be recorded in the
ORC reports provided to the local health department.
10. Reporting
a. ORC system inspection reports shall be in accordance with Table 4 above. The ORC
shall provide a completed written report to the system owner and the local health
department within 30 days. At a minimum this report shall specify:
(1) the date and time of inspection,
(2) system operating conditions observed according to G.S, above,
(3) system operating conditions measured according to G.6 and G.7 above,
(4) results from any laboratory analysis of any effluent samples,
(5) maintenance activities performed since the last inspection report,
(6) an assessment of overall system performance,
(7) a list of any improvements or maintenance needed; and,
(8) a determination of whether the system is malfunctioning, and the specific nature
of the malfunction.
b. Should any more than 10% of systems installed and in operation statewide be reported to
be out of compliance within any year, a warning notice shall be sent to Orenco Systems,
Inc. Should more than 10% of systems be out of compliance during the following year,
this innovative Approval shall be modified, suspended, or revoked. Further AdvanTex
systems installed in the state would have to be engineer designed and approved by the
state on a case-by-case basis until another approval is issued.
1. A system is defined as being out of compliance when four or more individual
parameter results (or three consecutive sample results of the same parameters) are
non compliant from the three sampling events as described in Section 8, above.
2. The homeowner will be considered out of compliance, not Orenco Systems, Inc., if
influent waste strength or hydraulic loading exceed design at the time of sampling.
c. Should any more than 20% of all parameter results obtained from all systems statewide
within any year (that are in compliance with influent waste strength and design hydraulic
loading limits) exceed the standards prescribed in Section B, a warning notice shall be
sent to Orenco Systems, Inc. Should more than 20% of systems be out of compliance
during the following year, this innovative Approval shall be modified, suspended, or
04/06/OS
1S of 18

revoked. Further AdvanTex systems installed in the state would have to be engineer
designed and approved by the state on a case-by-case basis until another approval is
issued.
H. RESPONSIBILITIESAND PERNIITTING PROCEDURES
1. Prior to the installation of an AdvanTex Treatment System at a site, the owner or owner's
agent shall notify the local health department of their proposed use of such a system. The
local health department shall issue an Improvement Permit or Authorization to Construct or
amend a previously issued Improvement Permit or Authorization to Construct allowing for
the use of the proposed Innovative Systems upon a finding that all provisions of this
Approval and all other applicable rules are met. Use of the proposed Innovative System and
any conditions shall be described in the Improvement Permit and Authorization to Construct
or amended Improvement Permit and Authorization to Construct, as well as described on the
Operation Permit to be issued upon the acceptable completion of the system installation.
Notification of the issuance of all Operation Permits by the local health department
pursuant to this Innovative Approval shall be submitted to the On-Site Wastewater
Section.
2. Prior to the issuance of the Improvement Permit, the site shall be evaluated by a Licensed
Soil Scientist, whenever the following conditions are applicable:
a. initial vertical separation siting criteria or vertical separation distances for trench bottoms
are proposed to be reduced in accordance with Section C.1, above,
b. drainage is proposed for Group III soils or a groundwater lowering system is proposed to
be used in conjunction with a fill system (the drainage system shall be designed by
someone with demonstrated knowledge of drainage systems),
c. sandy clay loam texture saprolite is proposed to be used (this evaluation could be
performed by a Professional Geologist or a Licensed Soil Scientist), or,
d. the LTAR is proposed to be increased on sites with Group III or IV soils within 3 feet of
the trench bottoms or on sites where drainage of Group II or III soils is proposed, in
accordance with Section D.2, above.
e. The system design flowrate is greater than 1000 gpd and any reductions are being taken.
3. Where required, the Licensed Soil Scientist (or Professional Geologist where appropriate),
shall conduct a detailed assessment of the site conditions and provide to the local health
department a written, sealed report that includes:
a. detailed descriptions of landscape position and soil morphological conditions to a depth
04/06/05
16 of 18

of at least three feet below the trench bottom in the drainfield and repair area,
b. field estimates of the depth and thickness of each of the soil horizons,
recommended depth for placement of the trench bottoms and the recommended
LTAR,
d. a hydraulic assessment, based on site-specific information, substantiating the
projected effectiveness of system performance. This shall include documentation that
indicates the treated sewage effluent at the proposed LTAR will not discharge to the
surface of the ground when the system is installed and operated within design
parameters, and justification for any proposed drainage systems, and,
e. other site-specific requirements for system design, installation, site preparation,
modifications and final landscaping.
The local health department may request the assistance of their Regional Soil Scientist in
evaluating this report prior to Improvement Permit issuance.
4. Design responsibility: Prior to the issuance of an Authorization to Construct for an Orenco
Systems, Inc. AdvanTex Treatment System, a submission prepared by an Orenco Systems,
Inc. certified designer or North Carolina Professional Engineer (N.C. P.E. required for all
systems exceeding 1000 gpd), and a Licensed Soil Scientist, as applicable, shall be submitted
for review and approval by the local health department. Approval shall be contingent upon
the following:
a. Site-specific design for the pretreatment system including the AdvanTex unit with
approved tankage, and sampling point.
b. Site-specific soils report is provided as applicable.
c. The drainfield dosing tank and drainfield layout may be completed by either the local
health department or the Certified Designer/Professional Engineer.
d. All design submittals shall be accompanied by a letter from Orenco Systems Inc. or its
North Carolina authorized representative. See attachment E.
5. It is recommended that local authorized environmental health practitioners attend a design
training session offered by the manufacturer/authorized representative prior to permitting the
system. Also, at the request of the local health department, the State's Regional Engineer
will review the design.
6. The AdvanTex Treatment System shall be installed by a contractor authorized in writing by
the manufacturer. The Orenco Systems, Inc. authorized designer shall certify in writing that
the system was installed in accordance with the approved design prior to Operation Permit
04/06/05
17 of 18

issuance. A Professional Engineer shall certify in writing that a system required to be
designed by an engineer was installed in accordance with the approved plans and
specifications prior to Operation Permit issuance. For sites required to be evaluated by a
Licensed Soil Scientist or Professional Geologist (see Section I.2, above), the health
department may specify as a condition on the Improvement Permit and Authorization to
Construct that a Licensed Soil Scientist or Professional Geologist oversee critical phases of
the drainfield installation and certify in writing that the installation was in accordance with
their specified site/installation requirements prior to the Operation Permit issuance.
7. The operator shall be present during initial system commissioning. The ORC shall be
certified both as a NC Subsurface Operator and an authorized AdvanTex Treatment System
Operator. The operator shall submit a letter to the LHD that the system has been accepted
and has been found to be satisfactory prior to issuance of the operation permit.
8. On an annual basis, Orenco Systems Inc., shall provide a report to the Onsite Wastewater
Section of effluent data and operator reports for each AdvanTex system installed in North
Carolina under this Innovative Approval. These reports shall provide information to the
Department based upon the monitoring data and observations made from the Innovative
systems installed pursuant to this Approval. This should include an assessment of system
performance'in relation to the established treatment performance standards; an assessment of
physical and chemical properties of the materials used to construct the system, in terms of
strength, durability, and chemical resistance to loads and conditions experienced;
recommended areas of applicability for the system; and any conditions and limitations
related to the use of the system.
L REPAIR OF SYSTEMS
1. The provisions of 15A NCAC 18A .1961 (c) shall govern the use of the AdvanTex
Treatment System for repairs to existing malfunctioning wastewater systems.
Approved By:
Date:
04/06/05
18 of 18

Overview ..
AdvanTex Treatment Systems- °~ ~.
,~_~_~
Orenco's AdvanTex Treatment Systems are an innovative technology for onsite treatment
of wastewater. The heart of the System is the AdvanTex filter, a sturdy, watertight fiber-
glass basin filled with an engineered textile material. This lightweight, highly absorbent
textile material treats a tremendous amount of wastewater in a small space. That's because
textile has a very large surface area for biological breakdown of wastewater components -
about five times greater than that of an equivalent volume of sand. Yet the AdvanTex fil-
ter has a very small footprint.
System Performance
Orenco Systems has been researching, designing, testing, and selling a variety of textile
filters for about seven years. Approximately 2,000 textile filters have been installed
throughout the United States and Canada, on sites ranging from federal demonstration proj-
ects to university testing facilities, single-family homes, commercial properties, and com-
munity systems.
Unlike other wastewater treatment technologies, the AdvanTex Treatment System provides
consistent. reliable wastewater treatment, even during "peak flow" conditions. The
AdvanTex Treatment System includes a processing tank and a control panel with a pro-
grammable dosing timer. So it discharges small amounts of treated wastewater, regularly,
throughout the day.
AdvanTex treats residential-strength waste to better than "secondary" standards. Effluent
can be used for drip or subsurface irrigation, or discharged to shallow, inconspicuous
trenches. It can also be discharged to fine-grained polishing filters for coliform removal
and water reuse.
Third-Party Performance Verification
AdvanTex Treatment Systems have undergone lengthy performance testing to ANSI and
ANSUNSF standards. This third party testing (NSF Final Report, April 2002) of treatment
performance recorded a maximum 30-day arithmetic mean of 8 mg/L for CBODS and 6
mg/L for suspended solids. Over the six-month course of the evaluation, the average efflu-
ent CBODS was 5 mg/L, and the average effluent suspended solids was 4 mg/L.
System Benefits
Significantly smaller land area is required for the AdvanTex Treatment System than is
required for sand and gravel filters. That's because textile has demonstrated the capacity to
support microbial populations that can treat filtered processing tank effluent at greater
hydraulic loading rates. In fact, loading rates for AdvanTex Treatment Systems are typically
5-20 times higher than for sand filters. In addition, reductions in drainfield size are often
permitted with AdvanTex Treatment Systems. Moreover, textile is lightweight, making it
ideal for prepackaging and shipping, which simplifies installation and reduces costs.
Applications
The AdvanTex Treatment System is ideal for...
• New construction
• System upgrades and repairs
• Pretreatment of moderately high-strength waste
• Wherever typical secondary treatment standards suffice
NDA-ATX-7
Rev. 7.Q ®4/02
Page i of 3

i
AdivanTex® AX filters Overview, c~
System Operation and Maintenance
AdvanTex is easy to service, easy to clean, and generates virtually no troublesome activated sludge.
Like most advanced technologies, the AdvanTex Treatment System requires regular maintenance. As a
condition of warranty, property owners must purchase a service contract from a certified third party
provider.
The AdvanTex Treatment System includes a VeriComm~' telemetry control panel with aweb-based
monitoring system, supervised by the System's service provider. Alarm notifications are automatically
sent to the service provider's a-mail capable device. Messages are resent until the condition has been
cleared. As a back-up, the VeriComm control panel also has an audible alarm. And the System is sized
to allow for a minimum of 24 hours of wastewater storage (at average daily flows). That means an
operator can provide service to the system during normal working hours, regardless of when an alarm
occurs.
The AdvanTex System's pumps typically run 30-60 minutes per day, so AdvanTex uses very little
power ... an average of $1.25-2.50 per month (based on the national average of eight cents per kilo-
watt hour). Compare that to power costs of up to $20-$60 per month for many "activated sludge" aero-
bic treatment units.
Treatment Methodology
The AdvanTex Treatment System works just like a recirculating sand filter: a reliable, proven technolo-
gy that Orenco's engineers have helped to perfect over the past 20 years. While the treatment process is
similar, the proprietary treatment module is more efficient.
In an AdvanTex Treatment System, wastewater percolates through the textile media, whose complex
fiber structure provides tremendous water-holding capacity and offers an extremely large surface area
for biomass attachment. A visible biological film normally develops on the filter medium within a few
days. BODS and TSS reductions occur almost immediately.
NDA-ATX-7
Rer. 7A, ®4/02
Page 2 of 3

AdvanTex~' AX Filters Overview, cons
Patents Pending
ide View of a Tvnir_al AdvanTex® Treatment Svctem
Patents Pending
p View of a Typical AdvanTex® Treatment
NDA-AT7(-1
Rev. 7.0, ®Wg2
Page 3 of 3

i L jy~y'~y r ) t r ~, S x~
~ ~ .'!, r~ 9l n ,t y ~y ~"Fi t" ~ , d r } 3 .'' r4't3 y f ~i '"!'~.,. ~~ x i
{ s ~' ~' r
`1R Y .
~ ~, , r
. y ' V r~ W ~5~" (^ ~ 4
1 ~ r l~ itF ~` Y y H µ 'r `~ r
~ r ~ a 1 ~ ?jt" 11s y l~';',C".~,~f Y ~ -. ' ~ iC o w
.L gar t ~,
~~scf~~~ge f~"btt~^~`- ~ J ~ ~`,~, r ~y> `~"~ 4 g 4~ ~` 4~ r
r4~. t s { ~ ~L a" '' ~ y.~ ~+mr
1~, "h. r ~ ~~ L r ~ r 9 g t r q. 7
tp ^A Y ., `"`"'fit '~" : ~.=~ '."~ [..~1 ~~"~~ hr r ~!4`` t S C'aF"~+~ M~~''~'k ~ £ e
Y 3 R.a ~;. ,~ 7 '~ } tl.C~ t~" h i ~.r 7
Y S l
4 w a
4 ~ L ~ S ' ~,
r ~~ I ~ _- ~+n x11'"~~°t~ k~
~, f 1 , J+`84L J~ ~~5 ~~~~ir~~
~ t' ~ * ~
1
~y l +. dt'R , aXQ J (Ir_~_yl° :,. .r . r p y 1
~l~ N l~ .t~!`r j {' ~a-, t 's 1 ~' ~,+~ Y c~:y : lL~ .,~I~~ o-yyyr
n £t ,~o ~ )-t ., .f.. yr xJti. c '+ tN. f ~ rSQ' ~. ~j, 'fir :k+F' ~
F y 1 ' ~ e,' r" t~~`s~ ~ ", r ~ ~~
E~ r '~
V
r ~
~ , ~ I , ~`,
.1 , ~,
a
~ z
.. >4 t - ~ R .yr t Y
~ F ~ „ 8{~ Ppe ~ ~ G~i' t 4 n ~
-. 4 ~~ ~ ~ ~ 1 /h-r o~ uJ s.n1S.d
~' ~ t lN~,UnA L ~ ~ ~ 1_
~ ~ I I (See Detai~: ~ ~~ i ~ ,ti ', Rec~rcvYatbu SpBE{ef Ydve
~ ' ~ ' - ~ tRS,v2U)
1'f ~ ~
ii I
`' EtllLxn! FrJter {OSt FTP 04~< ~ ~C) ' d • 4 t,,
`~ f t
SODR 4aL: S~pttC Ttlnk'' (, __1 b00 g~pl c~itTq~icf~i ro_7k w ~aF u.:
. .. :`(Ark inay iw(fled„~ho~e4 nedr ~Ot{oih} t <~:
_ ~~~~
~~ f £.r
4-~ 3~~c Vx
" I
.. - ~yd ~"h lyy~i5~ rn
.~.
y ~~ r
i t
Y~rr, ,
Fr=! ry +,
: li~~{~:. ~ a T.
~ ~ -0yy,~~.1~1~ t~~ C r •r 'y
_ 'rLiK~' 2 .d ~ ~',~MY f... r t .G
.~y~ ~~ !~ tiv,~5f~
a r. $ ~
i~ >
• J
c 'F' : ,r -?' ¢ rrx k,~y Sys
YJ
y 1~,
l;su
~,J 'rte' ~ ~ v„~r. '4 .. ~ (w» ~ } y L.
,~` r
t~ OS
,.~
+~1JtZlk~ e `-L v- y, r `
~y
y ~a, y.... 7~~" .,,
{,~. ~ ~ R ~
y~, ~~~ ,
~. y A ~ fY4
4 16, 1
ear '~~ ry 4. Wok (YaN/[itl. ~ ~
I~t yk ~
_i rj
~X" ~g yw t l x. °,Q~ntso%k, L+ofiTgurbpat ~ ~ ~.: t ~
} ~4 r
~~ f
1't ~~ r. - i f '~ F
~~ i f ~~
`~ ':No ChearYalVe: ~ ~ i
.a
~ ,,r .{•. ~ ~,
;t ~, 7 ~ t OS! FuMp`Attdp~ ~P3f1Q5-1t 30 ~ ~ ~ .:
~ y ~
a t i r'- -------r-~--^~-~

GY
~` .;
Y
V ~
' r

~.r

~ ~
1 w~'
~
~
~ ~
f , 1
~y i
', ~ 4 ~ k-'~G~ r r , '~ .
j t~
}k
'~ J
}
~Y ry

K
Y~
,~
~
~
k.
~ ~y t N r,4 l ,
~» ~ ,
`~ t
~ 1 ~.
1 hrt
r~~
ti't t
n d~+~^ ra `.
+y~ ~ i
h
.~ y? ~
,z„u... .ti t;,t
~t9b~ ~~''i y
~~yC ~.t;,
t 4LT xF ^Yq ti.
ttt ^4 ~c
o-

h~ ~i '' ~ ~ ' k !<`
tl~ l ~!t ~ ~ ~' ~~~ F~y
S i
~
.
n`S
~
k
f
.
' ~
1
T
i
t
jS~
~ '
1 1
~ -
.
ry/
Sy. ~ Jy{
~ J
F };'.
~ ~. '; ~t
a~C f ~ ~
sa y.
> +r fa'r«f
,I

~
i
a r
{ i ~-
f~
ii
t~ ~'
t
~

,
+,+
~~

~
P
=r~
G ~'

U
~
^
r
kL t

General AdvanTea® Material Specifications
Material S ecifications
p
Throughout this document you will find the term "or approved equal". For this
project this term "approved equal" shall mean equal in the judgement of the
engineer.
Should the bidder seek approval of a product other than the brand or brands
named in the specifications, it shall furnish written evidence that such product
conforms in all respects to the specified requirements, and that it has been used
successfully elsewhere under similar conditions. Where the specified requirements
involve conformance to recognized codes or standards the bidder shall furnish
evidence of such conformance in the form of test or inspection reports, prepared by
a recognized agency, and bearing an authorized signature.
Manufacturer's standard data and catalog cut sheets will not be considered
sufficient in themselves, and the engineer will not be responsible for seeking further
data from the manufacturer, or for otherwise researching the product. Failure to
provide complete data will be cause for rejection of the product. The submission
shall include any impacts that could be expected from the alternative product and
shall also indicate any product that would require a license or royalty, the actual
fees, and a note that these fees would be handled by the bidder.
The bidder shall provide submissions, meeting the above parameters no less than 96
hours prior to bid opening for review by the engineer.
A. PRIMARY AND SECONDARY TANKS
1. General:
The manufacturer shall provide the structural design and certification to the
engineer for review. The design shall be in accordance with accepted
engineering practice. Precast concrete or fiberglass tanks shall have been
designed by a registered engineer and approved by state or local regulatory
agencies, or authorities.
a. Loading Criteria:
• There shall be 140 pcf for minimum weight of saturated
backfill, or 127 pcf for unsaturated backfill (500 psf
minimum).
• Minimum lateral loading shall be 62.4 pcf. Lateral loading
shall be determined from ground surface.
• The tank shall also support a concentrated wheel load of 2500
lbs.
There are four (4) Typical loading conditions that should be analyzed:
N3P-CCM-A7C-
Rev. 1.1 11/0
Page 1

General AdvanTea® Material Specifications
1. 4 ft. Bury + Full Exterior Hydrostatic Load
2. 4 ft. Bury + Full Exterior Hydrostatic Load + 2500 lb. Wheel
Load.
3. 1 ft. Bury + 2500 lb. Wheel Load.
4. Tank Full, Interior Hydrostatic Load and Unsupported by Soil.
Load Case 4 represents the tank full of liquid at 62.4 lbs/cu.ft. This
condition addresses seam and haunch stress-strain relationships that
occur during watertightness testing, as well as poor soil bedding
conditions that provide inadequate support.
b. Tanks requiring deep burial (>48") or subject to truck or heavy traffic
loading require special consideration. (A minimum soil cover of 12
inches shall be used, unless specified otherwise by manufacturer.)
c. All tanks shall be structurally sound and watertight and shall be
guaranteed in writing by the tank manufacturer for a period of two
years from the date of fmal acceptance. Manufacturer's signed
guarantee shall accompany bids. The tank guazantee/warranty shall be
furnished at the time of submittal. Tank warranty shall not have a
limited liability in regazds to replacement cost of the tanks. The septic
tank shall be capable of withstanding long-term hydrostatic loading, in
addition to the soil loading, due to a water table maintained at ground
surface.
d. Tanks shall be manufactured and furnished with a minimum access
opening of 20 inches in diameter and of the configuration shown on
the manufacturer's drawings. Modification of completed tanks will
not be permitted.
e. Inlet plumbing shall include an inlet tee which penetrates 18 inches
into the liquid from the inlet flow line. (The depth may vary depending
on the tank's height; in all cases, though, the inlet should extend to a
level below the bottom of the maximum scum depth.) The inlet
plumbing shall allow for natural ventilation back through the building
sewer and vent stack.
f. Tanks shall be capable of successfully withstanding an aboveground
static hydraulic test and shall be individually tested.
g. Tanks shall be installed in strict accordance with the manufacturer's
recommended installation instructions.
1. Concrete Tanks:
a. Walls, bottom and top of reinforced concrete tanks shall be designed
across the shortest dimension using one-way slab analysis. Stresses in
each face of monolithically constructed tanks may be determined by
analyzing the tank cross-section as a continuous fixed frame.
N3P-CCM-AX-
Rav. 1.1 11/C
Page 2

General AdvanTea® Material Specifications
b. The walls and bottom slab shall be poured monolithically;
- alternatively, water stops may be provided.
c. Reinforcing steel shall be ASTM A-615 Grade 60, FY = 60,000 psi.
Details and placement shall be in accordance with ACI 315 and ACI
318.
d. Concrete shall be ready-mix with cement conforming to ASTM CI50,
Type II. It shall have a cement content of not less than six (6) sacks
per cubic yard and maximum aggregate size of 3/4-inch.
Water/cement ratio shall be kept low (0.35f), and concrete shall
achieve a minimum compressive strength of 4000 psi in 28 days. The
Contractor shall submit a concrete mix design to the Engineer for
review and approval. Three (3) concrete sample cylinders shall be
taken and tested until the manufacturer and Engineer are satisfied that
the minimum compression strength is being obtained. To ensure
compliance, the manufacturer shall then make and set three (3) sample
cylinders for a minimum of 20% of the remaining tanks at the
discretion of the Engineer. If the minimum compressive strength is
not being obtained, the manufacturer shall be required to make the test
sample cylinders for each tank manufactured. Calcium chloride will
not be allowed in the mix design. The cost of testing cylinders shall be
the tank manufacturer's responsibility. The tank manufacturer may
supply a Swiss hammer for compressive testing in the field in lieu of
sample cylinders.
e. Tanks may be protected by applying a heavy cement-base waterproof
coating (Thoroseal® or equal), on both inside and outside surfaces, in
compliance with Council of American Building Officials (CABO)
report #NRB-168; 6181, however, the tank should be watertight
without the addition of seal coatings.
f. Form release used on tank molds shall be Nox CreteTM or equal.
Diesel or other petroleum products are not acceptable.
g. Tanks shall not be moved from the manufacturing site to the job site
until the tank has cured for seven (7) days or has reached two-thirds of
the design strength.
h. Tanks shall be manufactured and furnished with access openings of the
size and configuration necessary to accommodate individual packaged
pump systems. For 24-inch diameter access risers, the tank
manufacturer shall cast in place a flanged tank adapter to facilitate the
bonding of a 24-inch diameter access riser. The flanged tank adapter
shall be made of 1/4" thick ABS and shall have an outside diameter of
27 inches and an inside diameter of 22-3/4 inches. The flanged
adapter shall be Orenco Systems®, Inc. Model PRTA24 or engineered
approved equal. The adapter must have an overall height of no less
than 3 inches to allow 1-1/2" exposed for sufficient bonding area once
the adapter is pre-cast in the tank. For 21 and 30-inch diameter access
risers, either a grooved tank adapter plate (Model RRFTA or
N9P-CCM-AX-:
Rav. 1.1 11/°:
Page 3

General AdvanTea® Material Specifications
RRFTA30) or a flanged tank adapter (Model FRTA30) may be
installed in the tank. The adapter shall be manufactured of fiberglass
or ABS and shall accommodate a 21 or 30-inch diameter access riser.
i. The septic tank and the top slab shall be sealed with a preformed
flexible plastic gasket. The flexible plastic gasket shall be equal to the
flexible butyl resin sealant congeal CS-102 or CS-202 as manufactured
by Concrete Sealants, Inc. of New Carlisle, Ohio, and shall conform to
federal specification SS-S-00210(2i0A) and AASHTO M-198. A
mechanical fastening method shall be used if the seasonal groundwater
level may reach the top slab seam of the tank.
j. In order to demonstrate watertightness, tanks shall be tested twice
prior to acceptance. Inlets to the septic tank will be watertight pipe
seal Cast-A-SealT"' (Manufactured by Press-Seal Gasket Corporation)
or equal or engineer approved equal. Each tank shall be tested at the
factory, prior to shipping, by filling with water to the soffit and letting
stand. After 24 hours, the tank shall be refilled to the soffit and the
exfiltration rate shall be determined by measuring the water loss
during the next two (2) hours. Any leakage shall be cause for
rejection. After installation is completed, each tank shall be filled with
water to a point two (2) inches into the access riser and retested as
previously described (the field test period may be reduced to not less
than two (2) hours). Backfill of a depth equal to the water height in
the riser must be in place over the tank to prevent damage due to
hydrostatic uplift. No tank will be accepted if there is any leakage
over the two (2) hour period.
B. SEPTIC TANK EFFLUENT FILTER ASSEMBLY:
All filter systems shall be supplied by a reputable manufacturer with at least five
years of experience in supplying equipment for effluent sewers. Effluent filters
shall prevent particles larger than 1/16-inch in diameter from leaving the tank.
Effluent filters shall have a solid bottom or deflecting device that prevents
vertically rising solids from reaching the filtering surface area during ebullition
(sludge bulking).
1. Risers:
Risers shall be required for access to internal vaults and access into the septic
tanks for septage pumping. All risers shall be constructed watertight. The
risers shall be attached to the tanks such that a watertight seal is provided.
Risers shall extend three inches (3") above original grade to allow for
settlement and to ensure positive drainage away from the access. Risers for
inspection ports shall be a minimum of 18 inches in nominal diameter. Risers
containing pumping assemblies or electrical splice boxes shall be a minimum
of 24 inches in diameter and shall be of sufficient diameter to allow removal
N3P-CQf-~-X-]
Rev. 1.1 11/0:
Page 4

General AdvanTea® Material Specifications
of internal vaults without removing splice boxes, etc. Risers shall be a
minimum of 30inches in nominal diameter when the depth of bury is 36
inches or greater. All other risers shall be a minimum of 24 inches in nominal
diameter and shall vary in height depending on the depth of bury on the
various tanks. Adhesive required to adhere the PVC or fiberglass risers to
either fiberglass or ABS tank adapter shall be either atwo-part epoxy, Model
MA320 or approved equal, or a single component adhesive Model ADH 100
or approved equal. To ensure product compatibility, risers, lids, and
attachment components shall be supplied by a single manufacturer.
2. Inlet and Cleanout Risers:
Risers shall be ribbed PVC as manufactured by Orenco Systems®, Inc. or
approved equal. The material shall be PVC as per ASTM D-1784 and tested
in accordance with AASHTO M304M-89. The risers shall be constructed of
non-corrosive material and designed to be buried in soil. Risers shall have a
minimum stiffness of 10 psi, when tested according to ASTM D2412. Risers
shall be capable of withstanding a truck wheel load (36 square inches) of 2500
pounds for 60 minutes with a maximum vertical deflection of 1/2-inch. Risers
shall extend to 3 inches above the ground surface to allow for settlement and
shall have a minimum nominal diameter of 24 inches. See section 3 below for
adhesive requirements.
3. Outlet Risers:
Outlet risers shall be ribbed PVC as manufactured by Orenco Systems, Inc. or
engineer-approved equal. The material shall be PVC as per ASTM D-1784
and tested in accordance with AASHTO M304M-89. The risers shall be
constructed of non-corrosive material and designed to be buried in soil.
Risers shall have a minimum stiffness of 10 psi, when tested according to
ASTM D2412. Risers shall be capable of withstanding a truck wheel load (36
square inches) of 2500 pounds for 60 minutes with a maximum vertical
deflection of 1/2-inch. Risers shall be at least 12 inches high, and shall be
factory-equipped with the following:
• Adhesive: When bonding to concrete or fiberglass grooves, atwo-part
epoxy, one pint required per 18-inch or 24-inch diameter riser and one
quart required per 30-inch diameter riser, Model ADHP 10 or
ADHQ 10, or approved equal shall be used. When bonding to a
flanged riser tank adapter, either atwo-part epoxy, Model MA320 or
approved equal, or a single component adhesive Model ADH100 or
approved equal shall be used.
5. Lids:
One lid shall be furnished with each access riser. Lids shall be Orenco
Systems, Inc. Model FL24-4B, FL30G or engineer-approved equal, as
appropriate, fiberglass with green non-skid finish, and provided with stainless
NSP-C7QI-AR-
Rev. 1.1 11/0
Page 5

General AdvanTea® Material Specifications
steel bolts, and wrench. Manufacturer shall provide evidence that lids have
been used successfully in confinuous field service for a minimum of five years
to demonstrate long-term integrity and suitability for the application. Lids
shall be waterproof, corrosion resistant and LJV resistant. Lids shall be flat,
with no noticeable upwazd dome. A crown or dome of no more than 1/8-inch
is allowable. Lids shall not allow water to pond on them. Lids shall have a
green non-skid finish. Self-lubricating plastics, such as polyethylene, shall
not be considered non-skid without addition of a non-skid coating. Lids shall
form a watertight seal with the top of riser. Lids shall be capable of
withstanding a truck wheel load (36 square inches) of 2500 pounds for 60
minutes with a maximum vertical deflection of 1-1 /2-inch. Lids shall be
provided with tamper-resistant stainless steel fasteners and a tool for fastener
removal. Tamper-resistant fasteners include recessed drives, such as hex,
Torx, and squaze. Fasteners that can be removed with common screwdrivers,
such as slotted and Phillips, or fasteners that can be removed with standard
tools, such as pliers or crescent wrenches, are not considered tamper-resistant.
To prevent a tripping hazard, fasteners shall not extend above the surface of
the lid.
Optional Components
a. Traffic bearing lid: The traffic bearing lid shall be a cast iron frame
and cover, part number 6024, 3060, 4036, as manufactured by Sather
Manufacturing Co., Inc., or approved equal, which will fit over a
standazd lid. The cover shall have the word SEWER cast into it.
b. Rigid closed-cell foam insulation of 2-inch thickness shall be
mechanically attached to the underside of the lid. All fasteners shall
be made of corrosion resistant stainless steel. The insulation shall
have an R-value of no less than 10 per 2-inch increment.
6. Riser Installation:
Riser installation shall be accomplished according to the manufacturer's
instructions.
7. Biotube® Effiuent Filter
Orenco Systems®, Inc. Biotube Effluent Filter or approved equal, installed in
conformance with the engineer's plans. The filter shall have a minimum
effective screen area of no less than 5.3 square feet. The Biotube Effluent
Vault shall consist of either an 8, 12, or 15-inch diameter, 54-inch deep PVC
vault with eight (8) 1-3/8 inch diameter holes evenly spaced around the
perimeter, located 22 inches from the base of the filter vault. The Biotube
cartridge shall be made with 1/16-inch mesh polypropylene and with a solid
base (to prevent solids from entering through the bottom during ebullition).
The Biotube cartridge shall be housed inside the PVC vault.
N3P-Ct~i-AR-
Rev. 1.1 11/C
Page 6

General AdvanTea® Material Specifications
• C. RECIRCULATION /DILUTION TANK PUMPING ASSEMBLY:
All pumping systems shall be supplied by a reputable manufacturer with at least
five years of experience in supplying equipment for effluent sewers. References
must be available on request from the engineer. Systems shall be Orenco
Systems®, Inc. High-Head Pumping Assemblies or engineer-approved equal,
composed of:
1. Risers:
Risers shall be required for access to internal vaults and access into the septic
tanks for septage pumping. All risers shall be constructed watertight. The
risers shall be pre-cast to the tanks such that a watertight seal is provided.
Risers shall extend three inches (3") above original grade to allow for
settlement and to ensure positive drainage away from the access. Risers for
inspection ports shall be a minimum of 18 inches in nominal diameter. Risers
containing pumping assemblies or electrical splice boxes shall be a minimum
of 24 inches in diameter and shall be of sufficient diameter to allow removal
of internal vaults without removing splice boxes, etc. Risers shall be a
minimum of 30 inches in nominal diameter when the depth of bury is 36
inches or greater. All other risers shall be a minimum of 24 inches in nominal
diameter and shall vary in height depending on the depth of bury on the
various tanks. Adhesive required to adhere the PVC or fiberglass risers to
either fiberglass or ABS tank adapter shall be either atwo-part epoxy, Model
MA320 or approved equal, or a single component adhesive Model ADH100
or approved equal. To ensure product compatibility, risers, lids, and
attachment components shall be supplied by a single manufacturer.
2. Inlet and RSV Riser:
Risers shall be ribbed PVC as manufactured by Orenco Systems, Inc. or
approved equal. The material shall be PVC as per ASTM D-1784 and tested
in accordance with AASHTO M304M-89. The risers shall be constructed of
non-corrosive material and designed to be buried in soil. Risers shall have a
minimum stiffness of 10 psi, when tested according to ASTM D2412. Risers
shall be capable of withstanding a truck wheel load (36 square inches) of 2500
pounds for 60 minutes with a maximum vertical deflection of 1/2-inch. Risers
shall extend to three inches above the ground surface to allow for settlement
and shall have a minimum nominal diameter of 30 inches. See section 4b
below for adhesive requirements.
a. Inlet & Outlet Grommets: EPDM grommets shall be installed by the
manufacturer for discharge piping, to assure a watertight seal. The
grommets shall be installed at the factory by the manufacturer of the
access risers.
3. Recirculating Sputter Valve (see Alternate):
N3P-CCL~I-AX-
Rav. 1.1 11/0:
Page 7

General AdvanTea® Material Specifications
Orenco Systems ;Inc. Model RSV3U, 3 inch diameter ball valve assembly to
provide guaranteed return of treated effluent returning from filter. The ball
valve is designed to redirect 100% of flow to recirculation dilution tank
during periods of low flow or 20% of return flow to final discharge and 80%
to the recirculation/dilution tank during periods of high flow. Must be
manufactured of corrosion resistant PVC and rubber components and allow
for easy removal using unions. The item is patented and the engineer knows of
no equivalent.
4. Outlet Riser:
Outlet risers shall be ribbed PVC as manufactured by Orenco Systems, Inc. or
engineer-approved equal. The material shall be PVC as per ASTM D-1784
and tested in accordance with AASHTO M304M-89. The risers shall be
constructed of non-corrosive material and designed to be buried in soil.
Risers shall have a minimum stiffness of 10 psi, when tested according to
ASTM D2412. Risers shall be capable of withstanding a truck wheel load (36
square inches) of 2500 pounds for 60 minutes with a maximum vertical
deflection of 1/2-inch. Risers shall be at least 12 inches high, and shall be
factory-equipped with the following:
a. Electrical and Discharge Grommets: EPDM grommets shall be
installed by the manufacturer for discharge piping, vent piping, and/or
the electrical conduit to assure a watertight seal. The grommets shall
be installed at the factory by the manufacturer of the access risers.
b. Adhesive: When bonding to concrete or fiberglass grooves, atwo-part
epoxy, one pint required per 18-inch or 24-inch diameter riser and one
quart required per 30-inch diameter riser, Model ADHP 10 or
ADHQ 10, or approved equal shall be used. When bonding to a
flanged riser tank adapter, either atwo-part epoxy, Model MA320 or
equal, or a single component adhesive Model ADH 100 or approved
equal shall be used.
5. Lids:
One lid shall be furnished with each access riser. Lids shall be Orenco
Systems, Inc. Model FL24-4B, FL30G or engineer-approved equal, as
appropriate, fiberglass with green non-skid finish, and provided with stainless
steel bolts, and wrench. Manufacturer shall provide evidence that lids have
been used successfully in continuous field service for a minimum of five years
to demonstrate long-term integrity and suitability for the application. Lids
shall be waterproof, corrosion resistant and LTV resistant. Lids shall be flat,
with no noticeable upward dome. A crown or dome of no more than 1/8-inch
is allowable. Lids shall not allow water to pond on them. Lids shall have a
green non-skid finish. Self-lubricating plastics, such as polyethylene, shall
not be considered non-skid without addition of a non-skid coating. Lids shall
form a watertight seal with the top of riser. Lids shall be capable of
withstanding a truck wheel load (36 square inches) of 2500 pounds for 60
N3P-CCM-AX-
Page 8 ~. 1.1 11/0.

General AdvanTez® Material Specifications
minutes with a maximum vertical deflection of 1-1/2-inch. Lids shall be
provided with tamper-resistant stainless steel fasteners and a tool for fastener
removal. Tamper-resistant fasteners include recessed drives, such as hex,
Torx, and square. Fasteners that can be removed with common screwdrivers,
such as slotted and Phillips, or fasteners that can be removed with standard
tools, such as pliers or crescent wrenches, are not considered tamper-resistant.
To prevent a tripping hazard, fasteners shall not extend above the surface of
the lid.
Optional Components
a. Traffic bearing lid: The traffic bearing lid shall be a cast iron frame
and cover, part number 6024, 3060, 4036, as manufactured by Sather
Manufacturing Co., Inc., or approved equal, which will fit over a
standard lid. The cover shall have the word SEWER cast into it.
b. Rigid closed-cell foam insulation of 2-inch thickness shall be
mechanically attached to the underside of the lid. All fasteners shall
be made of corrosion resistant stainless steel. The insulation shall
have an R-value of no less than 10 per 2-inch increment.
6. Riser Installation:
Riser installation shall be accomplished according to the manufacturer's
instructions.
7. Pump Vault:
Orenco Systems, Inc. Model PVU Series, Universal Biotube® Pump Vault or
engineer-approved equal, installed in conformance with the engineer's plans.
The filter shall have a minimum effective screen area of no less than 20.6
square feet. The Biotube Pump Vault shall consist of a 12-inch diameter
HDPE vault with eight (8) 2-inch diameter holes evenly spaced around the
perimeter, located appropriately to allow for maximum sludge and scum
accumulation before requiring pumping (approximately 70% of minimum
liquid level). Housed inside the polyethylene vault shall be the Biotube
assembly consisting of 1/8-inch mesh polypropylene tubes. Attached to the
vault is a flow inducer to accept one or two high-head effluent pumps.
8. Discharge Hose and Valve Assembly:
Orenco Systems®, Inc. Model HV200BC, 2-inch diameter, 150 psi PVC ball
valve, 150 psi PVC check valve, PVC flex hose with minimum working
pressure rating of 64 psi, and Schedule 40 PVC pipe. When pumping
downhill, include anti-siphon assembly.
9. Float Switch Assembly:
N3P-COFI-AR-:
Rav. 1.1 11/0:
Page 9

General AdvanTea® Material Specifications
Orenco Systems, Inc. Model MF3A with three switch floats mounted on a
PVC stem attached to the filter cartridge. The floats must be adjustable and
must be removable without removing the pump vault. The high- and low-
level alarms, and override on/off function shall be preset as shown in the
engineer's plans. Each float lead shall be secured with a nylon strain relief
bushing at the splice box. The floats shall be UL or CSA listed and shall be
rated for a minimum of S.OA @ 120 VAC.
10. High-Head Effluent Pumps:
Must be approved for use in pump vault as described in D7. For this
application, an Orenco Systems, Inc. Model P500712, 3/4 hp, 230 VAC,
single phase, 60 Hz, two-wire motor, with 10 foot long extra heavy duty (SO)
electrical cord with ground. Pump shall be UL and CSA listed as an effluent
pump. Pump shall be provided with anon-prorated five-year warranty.
Larger horsepower units aze available (1 to 1-1/2 hp, 230 VAC).
11. Electrical Splice Boa:
Not applicable to North Carolina Installations.
12. Controls and Alarms (see Alternate):
Controls and alarms shall be listed per UL 508. Panels shall be repairable in
the field without the use of soldering irons or substantial disassembly. Panel
shall be Orenco Systems®, Inc. Model MVP-AXB2 UVSA control panel
meeting the following:
Standard Components:
a. Motor-Start Contactor: 115 VAC: 14 FLA, 3/4 hp, 60 Hz; 2.5
million cycles at FLA (10 million at 50% of FLA). 230 VAC:
14 FLA, 2 hp, 60 Hz; 2.5 million cycles at FLA (10 million at
50% FLA).
a. Toggle Switch: Single-pole, double-throw MOA switch. 20
amps, 1 hp.
b. Controls Circuit Breaker: 10 amps, OFF/ON switch. Single-
pole 115 VAC. DIN rail mounting with thermal magnetic
tripping characteristics.
Pump Circuit Breaker: 20 amps, OFF/ON switch. Single-pole
115 VAC, double-pole 230 VAC. DIN rail mounting with
thermal magnetic tripping chazacteristics.
c. Audio Alarm: 80 dB at 24", warble-tone sound.
d. Visual Alarm: 7/8" diameter red lens, "Push-to-silence."
NEMA 4, 1-watt bulb, 115 VAC
e. Panel Enclosure: Measures13.51" high x 11.29" wide x 5.58"
deep. NEMA 4X rated. Constructed of UV-resistant fiberglass;
NSP-CCM-AR-
Rev. 1.1 11/0
Page 10

General AdvanTea® Material Specifications
. hinges and latch are stainless steel. Conduit couplings
provided.
f. MVP-AXB2ROUVSA Panel Ratings: 230 VAC, 2 hp, 14
amps, single phase, 60 Hz.
g. Event Counter: 115 VAC, 6-digit, non-resettable.
h. Elapsed Time Meter: 115 VAC, 7-digit, non-resettable. Limit of
99,999 hours; accurate to 0.01 hours.
Optional Components:
i. Pump Run Light: 7/8" green lens. NEMA 4, 1-watt bulb, 115 VAC.
j. Heater: Anti-condensation heater. Self-adjusting; radiates additional
wattage as temperature drops.
13. Location:
The pump control panel shall be mounted on a post or exterior wall nearest the
tank and pump. If mounting to an exterior wall, try to select. a garage or
outbuilding where the sound of the motor contactor engaging will not be
noticed. If a garage or outbuilding wall isn't available, installation should
include use of sound-deadening insulation. (Post and panel mounting
assemblies are acceptable.) The control panel shall be located within 50 feet
and in sight of the pump motor or shall be provided with a lockable disconnect
switch. The panel, when possible, should be mounted in the shade and
protected from the weather. The panel should be located at a convenient
height (usually about five feet above the ground) and where it will be
accessible for maintenance.
14. Installation:
All pumping system components shall be installed in accordance with the
manufacturer's recommendations, the engineer's plans, and all state and local
regulations.
E. ADVANTEX TREATMENT SYSTEM:
All components shall be supplied by a reputable manufacturer with at least five
years of experience in supplying equipment for onsite treatment systems.
References must be available on request from the engineer.
1. AdvanTea Treatment System:
Orenco Systems, Inc. AX20 AdvanTex Treatment System installed in
conformance with the engineer's plans. The AX20 is a packed bed filter,
consists of a proprietary textile media. The media has been specifically
engineered for wastewater applications. The item is patent pending and the
engineer knows of no equivalent.
N9P-CQ4-AR-
Rev. 1.1 11/O
Page 11

General AdvanTex® Material Specifications
Z. Transport Piping /Fittings:
a. All transport piping and fittings from the recirculation /dilution tank
shall meet a minimum pressure rating of Schedule 40.
b. The AdvanTex pod return lines shall be 4-inch diameter, Class 125 or
higher pressure. All fittings shall be Schedule 40.
3. Installation
All AdvanTex components shall be installed in accordance with the
manufacturer's recommendations, the engineer's plans, and all state and local
regulations.
NSP-CCIi-AB-
Page 12 ~- 1.1 ii/o:

Applications
Orenco~s AdvanTex® Treatment System' is an innovative technology
for onsite treatment of residential wastewater. The heart of the
System is the AdvanTex® Filter, a sturdy, watertight fiberglass basin
filled with an engineered textile material. This lightweight, highly
absorbent textile material treats a tremendous amount of waste-
water in asmall space. The AdvanTex• Treatment System is ideal for:
• Small sites
• System upgrades and repairs
• New construction
• Poor soils
• Nitrogen reduction
• Price-sensitive markets
• Pretreatment
For sizing, see "AdvanTex' Design Criteria," NDA-ATX-2
'Covered by U.S. patent numbers 5,980,748, 5,531,894,- 5,480,561;
5,360,556,• 5,492,635,• and 4,439,323. Additional patents pending.
r~~
~.~~
~~ >I
r
~ ~P~
Orenco Systems`
~rxorporated AdvanTex' Treatment SystemAXN
Chaagina the Way rhr Models meet the requirements of
W°rld Dxr W°n^°ater' ANSI-NSf Standard 40
www.oreneo.com TorClass I Systems.
Features/Unique Specifications
To specify this product, require the following:
• Wastewater treatment to better than "Secondary" Treatment
Standards
- Consistent treatment, even during peak flows
• Timer operation for flow monitoring, flow modulation, and
surge control
• Fixed film textile media (a polyester plastic), operated in an
unsaturated condition
Consistent media quality
• Low maintenance beyond annual servicing
• Low energy consumption (under $1.25-2.50/month power cost
at national average electric rate of $.08 kWh)
• Complete pre-manufactured package, ready-to-install
• Watertight construction, corrosion-proof materials, tamper-
proof lid bolts
• Anti-flotation flanges
• Quiet operation
Standard Models
AX20, AX20N
(AX20 units carrying the NSF logomark are labeled AX20N, per
NSF protocol.)
Physical Specifications
roximate Dimensions**'
Filter Basin Length 91 in
Width 40 in.
Height 31 in
Area (footprint) 20 sq ft
Filter Dry Weight 300 lbs.
`"See AdvanTex° Treatment System drawings for exact dimensions
ATD-ATx-AX-2
Rev. 13, BA12
® Orenco Systems', Inc.
The heart of the AdvanTex' Treatment System is this sturdy, water-
tight fiberglass basin filled with an engineered textile material.

' , ~ Biotube° Pump Vault
Applications
Orenco's patented* Biotube Pump Vaults are ideal for filtering and
transporting effluent from septic tanks or separate dosing tanks in
effluent pumping systems. They prevent large solids from leaving the
tank, dramatically improving wastewater quality and extending the life
of downstream treatment systems. Each pump vault houses either one
(Simplex) or two (Duplex) High Head Effluent Pumps, discharge
assembly(ies), Biotube filter cartridge, float switch assembly, and float
stem bracket. Pump(s), float switch assembly, and discharge assembly(ies)
are ordered separately.
rencos Biotube Pump Uault
mes with Biotube filter cartridge,
at stem bracket, and support
xs The unique Biotube filter
rtrfdge provides a Jarge filter
dace area (see spec. on back
a small space, to resist clogging
'vie providing maximum
tg-term protection.
t
Standard Features & Benefits
• Installs quickly in Removes approxi-
new orexisting mately two-thirds of
tanks suspended solids,
• Easy access design
allows filter car-
tridgeremoval with-
outpulling the pump
or vault; simpl'rfies
filter inspection and
maintenance
• Patented Biotube
filter has several
times the filtering
capac'mr of other
pump vaults
on average
• Accommodates
Simplex or Duplex
configuration, for
use with one or
two pumps
• Float stem bracket
allows easy removal
and adjustment of
float assembly
• Sturdy, molded
polyethylene and
corrosion-proof
construction
ensure long life
Biotube Filtering Process
Effluent from the
relatively clear zone
of the septic tank,
between the scum
and sludge layers,
enters the Biotube
Pump Vault through
inlet holes in the
housing. Effluent then
enters the annular
space between the
housing and the
Biotubes, utilizing the
Biotubes' entire
surface for filtering.
Particles larger than
the Biotube's mesh
are prevented from
leaving the tank.
r~ J
~~.~-. i
- s 7!~ ~'
O7'eflCO SySt@(HL'
Incorporated
'Covered by patent numbers 5,492,635 and 9,439,323
APS-BPY-1
Rev. 2.2 ®9/01
Charr3rin~ rhr Way t!x
Wnr/d Do,a l~drrnc+arcre
www.oretacacom

. ~., _. ,
ilAodel Code for Ordering
Biotube® Pump Vault
PVU ~-®pp
Indicates inlet hole height: (inches)
Cartridge height: 18", 24", 36" standard
Vault height: 57", 66"-96" in 6" increments
Universal Pump Vault
Eary accesr design allows Ater cartridge rr/notal without
pulling the pump or vault,' simpliper 61ter inspection and
maintenance
Biotube Cartridge Effective Filter Surface Area
Cartridge Height 12" Diameter
18" 15.5 ft'
24" 20.6 ftt
36" 30.9 ft=
Orencos Biotube Pump Uault is available in standard and
customized configurations Contact Orenco oryourneaiert
distributor for sizing recommendations
Tank Access and Riser Diameter
Biotube Pump Vault Components
Discharge pipe
R
-~ Vault

Flow inducer
Biotube® handle
assembly
k
-;
~~
° F

Float switch
Vault ~~ ~~
height ` ' assembly
(ordered sep.)
n _ ~ ` = ~ = ~ '
:::'~
~ '"-
' Biotube®filter
.
--~..
~
.,. cartridge
Inlet holes
I High head
,Inlet hole ~ effluent pump(s)
height ~3
(ordered sep.)
To Order
Call your nearest Orenco Systems®, Inc. distributor.
For nearest distributor, call Orenco at 1-800-348-9843 or go to
www.orenco.com and click on "Distributor Locator."
© Orenco Systems• Inc 2001
Biotube Series Tank Access Dia. Tank Access Dia. Riser Dia.
Minimum Recommended Minimum
PVU w/Simplex Pump 19" 20" 24"
PVU w/Duplex Pumps 19' 20° 30'
Distributed By:

For AdvanTex Treatment Systems
VeriComm~
Applications
VeriComm• AXBI and AX62 remote telemetry control panels are
used with two-pump operations -recirculation and discharge
(on-demand or timed) -for AdvanTex• Treatment Systems.
Coupled with the VeriComm web-based Monitoring System,
these affordable control panels give water/wastewater system
operators and maintenance organizations the ability to monitor
and control each individual system's operation remotely, with
real-time efficiency, while remaining invisible to the homeowner.
VeriComm AXB panels allow remote operators to change system
parameters, including timer settinos, from the web interface.
Typical AXB VeriComm Control Panel
Standard Models:
VCOMAXBI, VCOMAXB2
To Specify...
To specify this panel for your installation, require the following:
Basic Control Logic: Three Operating Modes
• A "Start-up Mode" for the initial 30 days, during which the
system collects trend data to establish operating standards for
future reference.
• A "Normal Mode" that manages day-to-day functions.
• A "Test Mode" that suspends data collection and alarm
reporting during installation and service.
Data Col/action and Utilization
• Data logs of system conditions and events, such as pump run
times, pump cycles, and alarm conditions.
Troubleshooting and Diagnostic Logic
• Troubleshooting capabilities that can report suspected failed
components, which then trigger Alarms.
Advanced Control Logic
• Advanced control logic that activates during float malfunctions
to diagnose the situation and keep the system operating normally
until servicing
Panels
Communication and Alann Management
• Remote telemetry capabilities coupled with aweb-based moni-
toringapplication (see VeriComm Monitoring System, ATD-
WEB-VCOM-1)fnr communication and alarm management.
Updating of point values (including timer settings) and receipt of
queued changes during each communication session with host.
Communication sessions that occur monthly, at a minimum, and
more frequently during alarm conditions.
• Multiple methods of communication, as follows:
Call-Into VeriComm° Host
- Automatic notification to host of "Alarms," which signal
fault conditions that need to be addressed immediately
(e.g., pump failure).
- Automatic notification to host of "Alerts," which signal
less critical fault conditions and which trigger the panel's
troubleshooting logic and alternative operating mode
(e.g., stuck float switch).
- Automatic notification to host of "Updates," which include
alarm updates or all-clear notifications following
Alarms/Alerts, as well as normally scheduled monthly
panel reports.
- Manual, forced communication from panel to host to effect
an updating of point values and receipt of queued changes.
Real-Time Direct Connection to Panel
- Manual, direct connection at the site via RS-232 serial port, to
allow a local operator real-time access to detailed logged
data and the ability to change point values from a laptop.
- Manual, forced communication by local operator/homeowner
at the site to initiate an auto=answer mode, allowing a remote
operator real-time access to detailed logged data and the
ability to change point values.
During real-time, manual connections, software with open
architecture (and password security) is used; no proprietary
software is required. VT100 protocol allows access and control
from any computer modem (Mac or PC) with a simple communi-
cation program (e.g., Windows' HyperTerminal); multilevel
password protection in panel ensures that only qualified
personnel can access the panel's data.
Additional Features ~~
• Status light indicators on the board,
including ... •
-Flashing green LED for normal operation
-Yellow LEDs for status of digital inputs
- Red LEDs for status of digital outputs and °crr~n~at Systems
modem activity
Cl~mtgi,~ dx Wry dK
• UL-recognized and FCC-approved wourx~w~,,„,r,•

For more information, try our online demo at vvwrkoreneo.eom
www.vericomm.net (no password required). aTO-cP-vcoM-i
Rev. 21 ®11102
Page 1 of 2

VeriComm®
1. VeriComm Remote Telemetry Board
2. Motor-Start Contactors
3. Toggle Switches
4. Control Circuit Breaker
5. Pump Circuit Breakers
6. Fuse
7. Transformer
8. Audio Alarm
9. Visual Alarm
10. Panel Enclosure
Standard Components
Feature Specifications
1. VenComm Remote Telemetry Umt` ATRTU-100: 36/18 VAC (center tap transformer), 8 digital inputs, 4 analog inputs, 4 digital
outputs, 0 analog ouputs, on-board modem (2400 baud), LED input and output indicators,
1-year battery backup of data and program settings
2. Motor-Start Contactors 120 VAC: 14 FLA, 3/4 hp, 60 Hz; 2.5 million cycles at FLA (10 million at 50% of FLA).
240 VAC: 14 FLA, 2 hp, 60 Hz; 2.5 million c Iles at FLA (10 million at 50% of FLA)
3. Toggle Switches Single-pole switch, automatic On, with spring-loaded, momentary, manual On. 20 amps, l hp.
4. Control Circuit Breaker 10 amps, OFF/ON switch. Single-pole 120 VAC, double-pole 240 VAC. DIN rail mounting
with thermal magnetic tripping characteristics
5. Pump Circuit Breakers 20 amps, OFF/ON switch. Single-pole 120 VAC, double-pol 240 VAC. DIN rail mounting
with thermal magnetic tripping characteristics
6. Fuse _ 120 VAC Pnmary 36 VCT ~ 0.85A Seconds
7. Transformer 250 VAC, lA.
8. Audio Alarm 80 dB at 24", warble-tone sound. -
9. Visual Alarm 7/8" diameter red lens, "Push-to-silence." NEMA 4,1 Watt bulb, 120 VAC.
10. Panel Enclosure Measures 15.50" high x 13.30" wide x 6.70" deep. NEMA 4X rated. Constructed of UV-
resistant fiberglass• hinges and latch are stainless steel Conduit couplings provided
VCOM-AXBI 120 VAC, 3/4 hp 14 amps single-phase 60 Hz
VCOM-AXB2 240 VAC 2 hp 14 amps single-phase 60 Hz
Optional Components
Feature _ Specifications Product Code Adder
Pump Run fight 7/8" diameter green lens NEMA 4 1 watt bulb 120 VAC PRL
Anticondensation Heater Self-ad ustmq• radiates additional wattage as temperature drops HT
Programmable Timer Discharge side timed dosing pT
UV DisinfecUOn CompaGbUity UV grounded power circuit and alarm contacts UV
See VeriComm Remote Telemetry Unit (ATD-CP-VCOM-1) and VeriComm Monitoring System (ATD-WEB-VCOM-1) ATD-CP-vCOnr-7
fOf detallS. Rev. 21 ®11N2
Page 2 0( 2
10 9 8 7 6

1.1
1.2
1.3
1.4
1.5
1.6
1.7
1.8
1.9
1.10
1.11
1.12
1.13
1.14
Control Panel Wiring Diagram
From Main Power Panel AdvanTexT"" Treatment Systems
115VAC,1Phase,soHz Model VCOM-AXB1 SA
Branch cirouit protection
and main disconnect Y /
provided by others. VC O M-AXZD ~ ~ SA
Ground Wire
L1 --- L~1 T1
N N CB 20A L2 ' T2 5
6
M1
TL L1 T1
15 -
N ~ CB 20A LZ T2
16
Jumper M2
Wires j
N
CB 10A
SA
Phone Line In
FUSE 1A
~ ATRTU `
,,.. , J3.,.,.,, ~ i
1 1 3 .,
~' 2 •~
1 ~
o em ~
1 RJ11 ..,.. ~
Jadc S' ~2"~ ; (HgND) AUTO
` COM J `
`: TBt % ~
Recirc. ~ ~
4 High Level ~~1 (~~ DO1 ` L
Alarm
1; ~
1; ~
1.1s For recirc. pump float ~ '
Reciro. ~ ~ ;:
arrangement diagram, override ~( ~ ~ DI2 "sss ;
see drawing no. 4 Timer ^ - .'~~ (10) ; ~ (HAND) AUTO
1.1s "EDW-FS-AX-2". o° ~` ~ i "'
Reciro. 1 % ~ ~
1.17 4 Redundant 1 ; % DI1 ~5 DO2 ; ~
Off & low (9) (2)
Leval Alann ~
1, ~
1.18 ~ ; ~
1; ~
1; ~
Discharge ~ ~~ ~ ~
1.19 14 HigAlartnel 13 ; ; (13) ; (~3
~; ;~
1zo For discharge pump ; ' `
float arrangement Discharge ~ . D14 ,, ; ;
diagram, see drawing 14 P~p 12 ; (12) DO4 ,
1.z1 no. "EDW-FS-AX-3". ~ ;
~; (4) %~
Discharge ~ % •,..,..• ~
122 14 P~p 11 , ~I~
1 ~
~: ~
~: ~
1.23 `
~; ~ 0
~ % RET `
~ ~ (17) ` 4.7KS2
1.24 ~ ; 1
~: ~
~: ~
~: ~
1.25 ~ ~ 24VD `
~ ; (8)
~: ~
~: ~
~: ~
`: ~
1 ~ ~
1 i 1
- =Factory Wire
=Field Wire
.~
Oreaeo Systems`
Incorporated
B14 AtltWAY AVENUE
Recirc. sutt+Fltl/+, or~coN
PUMPS s14n-sotz
115 VAC
10
3/4 HP MAX 7EIEPHONE
Discharge 154t145s-4aas
FACSIMILE
Isetl ass-sae4
SURGE
ARRESTOR
9L15FC8001

~ ~ HEATER
HT • HEATERS INC.
' ~ 833428
Options '
TRANSFORMER
120-36VAC
(W/ CENTER TAP)
MANAGEMENT SYSTEM
ORENCO
ATRTU-100
MOTOR
~ M1 Al CONTACTOR
GE CL01
' ' PUMP RUN LIGHT
' C' ' IDEC TW SERIES
• Xi X2
• •
;Options,,,,, JI;
MOTOR
~ M2 Al CONTACTOR
GE CL01
~ .. .,
• ' PUMP RUN LIGHT
' C' ' IDEC TW SERIES
X1 X2 r
• r
~Options~„'~
LEVEL ALARM
~ LIGHT
IDEC TW SERIES
AUDIBLE ALARM
A FLOYD BELL
' - MW09201O
~~~ REMOTE ALARM
O ® N (AHW OR EQUIV.
115 VAC ALARM)
~r~
EDW-WD-AX-31
Rer. 4.1®08/06/02
Page 1 oil

2.1
2:2 ,
2.3
2.4
2.5
2.6
2.7
2.8
2.9
2.10
2.11
2.1z
2.13
2.14
2.15
2.16
2.17
2.18
2.19
2.20
2.21
2.22
2.23
2.24
2.25
2.26
2.27
~'
`s
`:
" ~

`' ~
~
13 14 ~ OI6 `
M' ` ' (14)
" ~

`5
~ ~
~

~%
13 14 ~ D17 ~
~ ~
~
~
! (16)
M ~
`:
" ~

`S
" ~
~

,~
" ~
~
~
PUSH TO SILENCE ` : DIS ~
(16)
" ~
~
`: ~
1 ~
`: ~
~: ~
`: ~
~ ~ RET `
~ ~ (18) ~
`: ~

For VCOM-AXB operation
description, see drawing no.
"EIN-CP-0P-611 ".
Telephone Llne Connection
~3 ° a
ca lhenco Model
ATRTU-100
Connect phone line directly to
RJ-11 jack on PC board.
t Power
Wiring Options On -i - pit
Jumper
Wires
~ ~ ~
n
m C ~ y
w j
d
Instructions: Factory default. Remove fhe jumper wire between the
Wire as shown. pump 1 and controls ciroult breakers and
the jumper wire between the neutral hocks.
Thre-e Circuits
nm o ~ ~ ~ ~
52n
~p ro ~ m ~ a
(ll Z m H
m C ~ ~ n d
S m m m ~ ti3
~ _ ~ ~ ~
m
Remove all jumper wKes.
Remove the terminal link from
the pump neutral blocks.
EOW-WD-AX-31
Rer. 4.1®oBJg4lg2
Page 2 of 2

~. ~
. ~ Residential Biotube~ Effluent Filters
Applications
Our patented* 4" Biotube Effluent Filters, Biotube Jr., Biotube Insert
Filters, and Biotube Base Inlet Filters are ideal for residential septic tanks.
They prevent large solids from leaving the tank, dramatically improving
wastewater quality and extending the life of residential drainfields.
4"Biotube Ell7uent Filter
.;.
~,v_
s`
f ~.
1`
i
~,
4"Biotube Jr.
(4"Biotube cartridge available
separately as Insert Filter
f
8"Base Inlet Filter 12"Base Inlet Filter
~~~
k t
Orencos superior effluent Alters aesist cloying better than all other brands Our stan-
dard, fu6--sized 4 "' Biotube FJ17uent Filter provides maximum long-term protection in a
complete package, with housing. Our 4"Biotube jr., at half the size of our standaad
model, has more /`altering capacity than the full-sized filters sold by other manufacturers
For tanks with eadstfng outlet tees, the Jr. Insert Filter is ideal. And for low profile
tanks; there's the Base Inlet Filter.
Covered by patent numbers 5,992,635 and 9,439,323
To Order
Call your neazest Orenco Systemsm, Inc. distributor. For nearest distributor,
call Orenco at 1-800-348-9843 or go to www.orenco.com and click on
"Distributor Locator.°
APS-Fr-t
Rev. 3.1 ®1/03
Orenco Systems, Inc.
Standard Features & Benefits
• Has 5-10 times
more flow area
than other brands,
so lasts many
times longer
between clean-
ings, increasing
homeowner satis-
faction
• Installs in minutes
inside new or
existing tanks;
extendable tee
handle for easy
removal
Optional
Features &
Benefits
• Alarm available, to
signal the need for
cleaning
• Flow modulating
discharge orifices
available to limit
flow rate leaving
tank, mitigating
surges and
increasing
retention time
• Custom and
commercial sizes
available
• Easy to clean by
simply hosing off
whenever the tank
needs pumping
• Removes about
two-thirds of sus-
pended solids, on
average, extending
drainfield life
• Corrosion-proof
conswction, to
ensure long life
Biotube
Filtering
Process
Effluent from the
relatively clear zone
of the septic tank,
between the scum
and sludge layers,
horizontally enters
the Biotube Effluent
Filter. Effluent then
enters the annular
space between the
housing and the
Biotubes, utilizing
the Biotubes' entire
surface for filtering.
Particles larger than
the Biotube's mesh
are prevented from
leaving the tank.

Orenco Systems`
Incorporated
CharglaguxWaytlie
4Sbrld i{rs wartewatef'
vvww.orenco.com
www.vericomm.net

•I~omenclatures
4" Biotube Filter (standard)
^^04®-®MA-~
T For customized options (e.g., NC
indicates North Carolina regions)
Indtcates float bracket attached
Indicates flow modulation plate installed
artridge height, 28" and 36" aze standard
Housing height, 36" and 44" are standard
Indicates filter diameter (inches)
W =Sts 3034 outlet pipe
S =fits schedule 40 outlet pipe
P = 1/16" filtration
Blank = 1/8" 5ltration
effluent filter series
8", 12" Blotube Filter (base inlet mode
0®22-14B^
TAdd codes for standard options:
A =float bracket
Base inlet model
Cartridge height, 14" standazd
Housing height, 22" standazd
Indicates filter diameter (inches)
08 = 8"
12 = 12"
P = 1/16" filtration
Blank = ]/8" filtration
Biotube effluent filter series
4" BlOtul~e Jr. (includes cartridge and housirx~
J^0 ~t18MA-~
T -For customized options (e.g., NC
indicates North Carolina regions)
Indtca[es float bracket attached
Indicates flow modulation plate installed
Cartridge height (inches)
Indicates 51ter diameter (inches)
W =Sts 3034 outlet pipe
S =Sts schedule 40 outlet pipe
P = 1/16" filtration
Blank = I/8"filtration
Jr. series
effluent filter series
4" Jr. Filter Insert (cartridge onry)
FT i ^ 0418 -^ -
T _ For customized options (e.g., NC
indicates Notch Carolina regions)
W -fits 3034 outlet pipe
S =fits schedule 40 outlet pipe
Cartridge height (inches)
indicates filter diameter (inches)
P = 1/16" filtration
Blank = I/8" 5ltration
Insert series
Biotube eff]uent filter series
4" Biotube Effluerrt 4" Biotube Jr.
Filter
Extendible PVC handle
sinless steel set screws
mop seal plat
Air vents
Biotube' filter cartridge
base
Filter housing
Distributed By:

Fiberglass Access Lids
Applications
Orenco Fiberglass Access Lids are used as riser covers,
pump basin covers, and access port covers. Lids fit Perma-
Loc, Ultra-Rib, KOR FLO, and Ultra-Corr pipe.
Actual View
Cutaway View
General
~.
~~
~~
InCOrporrte0
1-800-34&9843
Orenco Fiberglass Access Lids are molded using fiberglass
reinforced polyester resin encapsulating a wood core. The fin-
ish is green and the top surface is textured to provide a non-
skid surface. (Gasketed lids include a polyurethane or neo-
prene gasket.) Lid comes with either two or four 1/4" stainless
steel flathead socket cap screws and a hex key wrench.
Orenco Fiberglass Access Lids are capable of supporting a
2500 Ib. wheel load; however, they are not designed or recom-
mended for vehicular traffic.
Standard Models
FL18G-46U, FL21G, FL24G, FL24-46, FL24G-4BK, FL30G, FL48G
Nomenclature
o-o-o-a
TRiser pipe:
Blank =Ultra-Rib, Perma-Loc
K = KOR FLO, Ultra-Corr
Color
Blank =green
B =brown
Attachment method:
Blank = 2-bolt-hole lid (30" diameter only)
4B = 4-bolt-hole lid (24" diameter only)
4BU = 4-bolt-hole lid Ultra-Rib (18" and 24" diameter only)
Options:
G = gasket
V = vent
CF = cazbon filter
12 = 2' insulation
I4 = 4" insulation
ifications
Lid diameter: 18", 24", 3U", 48'
Fiberglass lid
Dimensions Model R18 Model Ft21 Model R24 Model R30 Model to aR
u.u. Un.l 20.25 225 26.25 32.0 53.875
Groove I.D. lin.) 17.5 20.25 23.25 29.5 47.5
Avg. Thickness lin.- 0.75 0.75 0.75 1.0 1.5
Options Available
Feature Model Code Adder Optional/Standard
Air Vent V Opional
Carbon Filter' CF Optional
lid InsulationZ I2 or I4 Optional
'For more information on this option, refer to the Carbon Filters Submittal Data Sheep NSU-RLA-CF-1
ZBlue Styrofoam; R-value per 2" increment is 10.
Materials of Construction
Fberglass Reinforced Polyester
Wood Core
Neoprene or Polyurethane Gasket
® 21109 Orenco Systetns• Inc. NSU-RLA-FL-1
Rev. 6.0, ®f~04
Page 1 of 1

P
Hi
Series
^ ^ ^
Applications
Our submersible High-Head Effluent Pumps are designed to
transport screened effluent (with low TSS counts) from septic
tanks or separate dosing tanks to collection and treatment sys-
tems. All our pumps are constructed of lightweight, corrosion-
resistant stainless steel and engineered plastics; all are field-
serviceable and repairable with common tools; and all standard
P Series models are UL and CSA listed for use with effluent.
Orenco High-Head Effluent Pumps are used in a variety of appli-
cations, including: drainfields, packed bed filters, mounds, aero-
bic units, effluent irrigation, effluent sewers, wetlands, lagoons,
and more.
.~
g
0
0
E
c
Y
m
Actual view
~/
Oreeco Systems'
Incorporated
1-500-3A8'9843
Discharge connection
Bypass orifice
Shell casing
Suction connection
Features/Unique Specifications
To specify this pump for your installation, require the following:
• minimum 24-hour run-dry capability without water lubrication;
• 1/8-inch bypass orifice to ensure flow recirculation for motor
cooling and to prevent air bind;
• floating stack design to protect against upthrust and increase
pump life;
• repairable (nondisposable) liquid end for better long-term cost
of ownership;
• corrosion-resistant construction;
• Franklin motor rated for continuous use and frequent cycling;
• type SOOW motor cable (suitable for Class I, Division 1 and 2
applications);
• optional 5-year extended warranty against defects in materials
or workmanship.
Standard Models
See specifications (on back) for a complete list. Call Orenco or
your nearest distributor for three-phase specifications.
Nomenclature

Tcord length:
Blank = 10'
20 = 20'
30 = 30'
Voltage:
1 = 115 (1/2 hp only)
2 = 230
Phase:
] = single-phase
3 = three-phase
Horsepower:
OS = 1/2 hp
07 = 3/4 hp
10 = 1 hp
15 = 1-I/2 hp
20 = 2 hp
30 = 3 hp
50 = 5 hp
Nominal flow (gpm):
10
20
30 U~
50
~~~
Pump (P Series)
NTD-PU-P-1
Rev. 7.1, ® 10/U2
Page 1 of 4

P.Series High-Head Cffluent Pumps continued)
Specifications
Hp' Amps Nom. flow (gpm) D'~scharge (in-1 Length (in.) MLL' (m.) Cable Listings Rated CydesJDay
P1005 0.50 12/6 10.0 125 22.50 20 SOOW UUCSA 300
P1007 0.75 8.0 10.0 125 25.00 22 SOOW UUCSA 300
P7010 1.00 9.8 10.0 125 28.00 24 SOOW UUCSA 100
P2005 0.50 12/65 20.0 125 22.75 20 SOOW UUCSA 300
P2010 1.00 9.8 20.0 1.25 21.00 25 SOOW UUCSA 100
P2015 1.50 13.1 20.0 125 32.50 28 SOOW UUCSA 100
P3005 0.50 1216 30.0 1.25 21.50 22 SOOW UUCSA 300
P3007 0.75 8.0 30.0 125 24.00 24 SOOW UUCSA 300
P3010 1.00 9.8 30.0 125 26.50 27 SOOW UUCSA 100
P3015 1.50 13.1 30.0 125 32.50 29 SOOW UUCSA 100
P3020 2.00 13.2 30.0 125 34.50 25 SOOW CSA 100
P3030 3.00 17.0 30.0 125 43.75 44 SOOW CSA 100
P3050 5.00 27.5 30.0 1.25 67.00 66 SOOW CSA 100
P5005 0.50 13.2/6.6 50.0 2.00 20.50 22 SOOW UUCSA 300
P5007 0.75 8.0 50.0 2.00 24.75 24 SOOW UUCSA 300
P5010 1.00 9.85 50.0 2.00 28.00 27 SOOW UUCSA 100
P5015 1.50 13.1 50.0 2.00 33.25 29 SOOW UUCSA 100
P5030 3.00 17.0 50.0 2.00 49.00 48 SOOW CSA 100
P5050 5.00 27.5 50.0 2.00 63.50 50 SOOW CSA 100
AdvanTex Pump
PAX 0.50 12/6 10.0 1.25 19.75 18 SOOW UUCSA 300
1. All 1/2 horsepower pumps are available in 115 and 230 voltage models.
2. Maximum sustained amperage (service factor load). The paired amperage numbers for 1/2 hp pumps are for 115 and 230 volts respectively. All other numbers are for 230 volts.
3. Minimum liquid level.
4. SOOW type is suitable for Class I, Division 1 and 2 applications.
5. Actual running amperage may exceed the motor's nameplate amperage by 20% (UL778).
Materials of Construction
Discharge: Fiberglass-reinforced thermoplastic or Intake Screen: Polypropylene
stainless steel (P50) Suction Connection: Fiberglass-reinforced thermoplastic
Discharge Bearing: Nylon polymer Drive Shaft: 7/16 inch hexagonal stainless steel
Diffusers: Polycarbonate Coupling: Stainless steel
Impellers: Acetal Shell: Stainless steel
Thrust Pads: (Proprietary)
Motor: Franklin motor exterior constructed of stainless steel. Constant lubrication through water-filled design.
Hermetically sealed motor assures moisture-free windings. All thrust absorbed by Kingsbury type thrust bear-
ing. Rated for continuous duty. Protected against thermal overload and equipped with surg e arrestors for
added security. NEMA standard 2-wire or 3-wire (2, 3, and 5 hp) motor with ground. Contro l box required for
3-wire motors.
NTD-PU-P-1
Aor.1.1, ® 10/02
Page 2 of 4

•~
. P Series Pum
Using a Pump Curve
A pump curve helps you determine the best pump for your system. Pump curves show the relationship between flow (gpm) and
pressure (TDH), providing a graphical representation of a pump's optimal performance range. Pumps perform best at their
nominal flow rate-the value, measured in gpm, expressed by the first two numerals in an Orenco pump nomenclature.
400
350
300
m
250
Z
O
a
m 200
2
U
.~
~9
G
15(1
'm
E°
100
50
0
~w
350
300
m
250
I
a`ai 200
2
U
.~
~0
G
~~' 150
i°
100
SO
0
0 3 6 9 12 15 0 5 10 15 20 25 30
Gallons per Minute (gpm) Gallons per Minute (gpm)
~~
~1
o.~~o sy~t~:°
1~«P«eled
1-800-348-9843
~~
SR°
NTO-PU-P-1
Rev.1.1, ® 10/02
Page 3 of 4

3W
` r •
y 250
ai ~
.c
C
150
U
.~
G
o''
~° 100
P30 Series
1/2 hp to 1-1/2 hp
P3010
P3005
50
70(`
0 ~ ~ ~~.~W ~~~ '
0 5 10 15 20 25 30 35 40
Gallons per Minute (gpmJ
AdvanTex®Pump
1/2 hp
soa
500
a~
.C
400
a
Z
U
N
O
:?
ti
200
100
0
0 10 20 30 40 50 60 70
Gallons per Minute (gpmJ
IW ! I [
[ P5015 ~ ' P50 Series
1/2 hp to 1-1/2 hp
too ~ ,
__
120 P5010 i '
-- ' i i
~ --
c 100 -
2 --
P5007 -
80 ' i i
v - -~ i
~ - - --1--- -=--~
o~ ~ P5005 ! - ~-
i ~ ~
,~ i f
i
~ ~ -
i
~ i
20
-rt- - -----= --- ~
p I
0 10 20 30 40 50 60 70
Gallons per Minute (gpmJ
,~~
125
~ 100
c
D
C
a
a`Oi 75
U
.~
O
~° 50
f°
25
0~
0
3 6 9 12 15
Gallons per Minute (gpmJ
NTD-PU-P-1
Rev.1.1, ® 10/02
Page 4 of 4

TREATMENT EQUIPMENT DISCLOSURE
Property Physical Address:
Legal Description:/ PIN:
State of North Carolina, County of
The Owner owns or controls the property upon which a ground absorption sewage treatment system (hereinafter "system") is
installed, such system being designated a Type V, Treatment Standard II, system under the Rules for Sanitary Sewage
Collection, Treatment and Disposal found at 15A N. C. administrative Code 18A.1900.
The Environmental Management Commission adopts rules governing the operation and maintenance of innovative
wastewater systems approved and permitted under Subsection (a) of Section 130A-343 of the General Statutes of North
Carolina to protect the public health and environment. The implementing code, 15A N.C. Administrative Code 18A.1961,
requires a contract to be executed between the system owner and a management entity prior to the issuance of an Operation
Permit for the Treatment System and shall be in effect for as long as the system is in use. The AdvanTex® Treatment
System Dealer, the management entity for the system, requires that the Inspection and Maintenance Agreement be in place
for as long as the AdvanTex® Treatment System equipment is in operation.
An Inspection and Maintenance Agreement for the system and associated equipment must be in place for the first three years
of operation in order to maintain the manufacturer's warranty on the equipment. Discontinuance of the Inspection and
Maintenance Agreement places the system and equipment out of service, which places the equipment in noncompliance with
any and all expressed or implied warranty agreements. The Inspection and Maintenance Agreement shall be for a period of
no less than thirty-six months and be renewed every thirty-six months. Inspection and maintenance of the system must be
performed by a service provider trained and Authorized by the AdvanTex® Treatment System Equipment Dealer, AQWA,
Inc., to service the equipment. The Equipment Dealer will provide for inspection and maintenance services and may offer
the Owner a list of Authorized Service Providers from which to choose. The Inspection and Maintenance Agreement shall
have a minimum of one inspection visit per year, but shall include all necessary visits to meet conditions or requirements of
the State of North Carolina.
Discontinuance of the Inspection and Maintenance Agreement places the system and equipment out of service, which places
the equipment in noncompliance with any and all expressed or implied warranty agreements. If the system is placed out of
service, the local Health Department may be notified and an Out of Service Notification recorded by the Equipment Dealer
or Authorized Service Provider. The Equipment Dealer and Authorized Service Provider shall have the authority to record
an Out of Service Notification on the property deed, remove this document from the property deed when the equipment is
removed from the property, place the system out of service for non-payment of fees or denial of reasonable access to the
system for the purpose of inspection and maintenance by the Authorized Service Provider, and release any system
information to mortgage, title and insurance companies, or regulatory agencies.
The system is equipped for 24 hour performance monitoring. The system includes a telemetry control panel requiring
permanent connection to home phone service for reporting system performance to the manufacturer via 800 number service.
Telephone service must be established prior to issuance of the Operations Permit and discontinuance of telephone
service/access places the system and equipment out of service.
This document will be filed by the property owner with the deed of the property upon installation of the equipment. This
agreement is binding upon subsequent owners as long as the equipment is in operation and shall be disclosed at property
transfers by the Owner.
Owner(s):
Signature
Signature
Notary:
Printed Name
Printed Name
Date
Date
Signature Printed Name Date
Commission Expires: SEAL