NC0075043_Complete File - Historical_20171231

a«
E111989
THE UNIVERSITY OF NORTH CAROLINA
AT ENV. MANAGEMENT
A L PULP FAYETTEVILLE PEG, OFF0
. a Ex c1 of Public i-fcalth T:Iea Unjkerr�ily rrt 1,44,rRn 'Ark,�lina Chape't Hill
i 4parccaettt of CB4 7400, Roscnau Hall
Ervirommemal sdrnccs anc pfttitaetrsng 19 X 0 R A X D`U X Ct,apel H3 J, NC, ;","54.-74(X)
(9,q) 6 -3751
TO: Division of Environm,�tal Management
Daniel A. aklan nail Professor o n nc i i7 # En eri"'Cus
Response; o Notification of latent to jSsae a State
XPOES Permit for wastewater Discharqes to 'L 1�111 j
dated May 9t 1989
September 71 1989
. The issue is not the issuance of two additional ITPDES
permits for package plants to dischargeinto LakeWylie.
h issue is that 'the ;;sun ' total cif al su h `a :iii i
The 1,,.a
111 011
t
and
supple
tabbly
de.
the other po-Litical jurisalctions znau imps l- Gill 4JUAle VN
in bQth North and South Carolina. oath Carolina has
Qonsiderable self interest JTi protecting Lake Wylie bec
Rock Hill takes its drinking water from the lake above
dam and Fort Mill takes its water %c directly below the d
and further abstractions for potable water are: planned.

I emo
Division of - - September 7, 1989
Environmental
ent
Management
4`.
The purpose s of a moratorium is to permit study to be made
that will establish the present level of pollution in take
Wylie and determine how much additional pollution loading
can be permitted without irretrievably impacting on water
supply ,and ,recreational uses of the lake. (Such studies
have recently been ;done for the Lake Michie and the Little
River watersheds in Durham and. the University ;fake watershed
in grange County, and one is being undertaken for Mountain
island Lake.) The next stela would be for the several
jurisdictions either having doi.nion over the lands
tributary to Lake Wylie or affected; by its water qualitY to
agree on and finance a study program that would assess the
current situation and advise can the allowable e development.
policies would then need, to be agreed upon and pros duro
devel oi?ed to allocate development rights among the
urisclictns,
5.
The gravity of the problem is evident from the intensity of
development that has already been permitted In Meoklenburg
County alone, and this accounts for only a very small
fraction of the drainage area above the dam that forms Lake
Wylie, some 50 waste water treatment plants have already
been built are under construction or are already permitted
for construction The total flow authorized from these
permits is almost 75 million gallons per day, equivalent to
the wastewaters discharged from about 750,000 people. About
70 msgd comes from six large plants, but the polliition from
the some 45 small package plants may be more serious because
these operate so very poorly.
6.
One, not inappropriate, regulation for the watershed would
be the prohibition of package plants. The problem is that,
theoretically, by testimonials of the manufacturers, the
developers and the utility companies that may operate them,
package plants function as well or better than large
municipal plants.. This may be true, theoretically.
However, the experience throughout the country, and in North
Carolina as revealed in recent issues of the Winston-Salem
e, tin :l_ and. the Raleigh News and observer, is that most of
them do not function properly. The N.C. Division of
Environmental Management feels obliged to approve the
applications, and rigorous conditions are set for the
effluents, cents, but. DEM does not have the resources to monitor
the plants :more than once every few years; they generally
only visit those plants that generate public complaints.
Discharges hidden from the public, as those directly into
Lake Wylie or into inaccessible creeks that flow into Lake
Wylie are not perceived to do damage, and hence : are rarely
visited by DEM.
7.
TMeoklenburg County has begun to monitor these plants more
frequently, once every six months. Of a total of 44
operating plants, 20 were out of compliance with their
pern is when they were visited in 1988.Some were: out. of

Mama Division of September 71 1989
FVP 'vir nmental. Management
compliance on both visits. in the first 6 months of 1989,
14 were out of compliance. in the last 18 months only 15,
one-third of all the package plants, were in compliance
during all three visits. If analyses were; made daily, as
they are in large plants, the noncompliance rate would be
much higher. When a plant falls, , it falls ,for days or
weeks. Whether tress plants are owned ed and operated by
developers, k)y home -owner associations, or by private
"utilities," they coo not function properly. "hey just do
not receive the operating attention that is given to large
municipal plants. With pr fileratizg package plants, the
damage; will be done much more rapidly and will be virtually
irreversible.
8. in its 1. -87 report on nWater Quality Progress in North
Carolina," DELI characterized Lake Wylie as "support -
threatened due to .. eutrc phi tion ... 11 The report goes
on to state: "Regional office personnel have stated concern
regarding arding the increase in discharge; requests into the la.ke
which has already had algae bloom problems . , . High
nutrient and chlorophyll values have been reQorded in the
lake , . , Nuisance algae blooms crud cause use. <i pa rment ;
if trends continue.0 DEM says nothing about the impact on
drinking water supplies, because they are in South Carolina.
9. `here will be growth and development in the Lake Wylie
drainage basin, and water qual.it.y in the lake will b
seriously degraded unless stringent' measures are. taken, and
taken soon. Development needs to be limited in density,
some land must be conserved for open space, storm runoff
reeds to be controlled so that. fertilizers and pesticides do-
not reach the lake and, most important of all, a high degree
of wastewater treatment, including nutrient removal, will be
required. This last requirement can only be met if all
residential, commercial, and industrial wastewaters are
directed to large municipal facilities which can be operated
properly and receive adequate surveillance. Even it all
this is done, and all the political jurisdictions cooperate,
te,
there will: ;need to ' be a limit can development.
10. The ;first carder of business is for the several
�urisdictjons to declare a moratorium can further
p all.utional discharges until a study of the lake: can be
undertaken and North'Carolina should take the lead.
The level of developinent,on the watershed can then be
established and plans for implementation agreed upon
ainong'the jurisdictions.
In con lu ion, I recommend that permits for_ the two :facilities
at issue here be denied, and that no further permits for
discharges to :fake Wylie be issued until a study of Lake Wylie
is mounted and a development plan is adopted. In the meanwhile,
DEM itself, or the counties in tributary areas to Lake Wylie,
should' intensify surveillance of facilities now operating.

Date: October 21, 1988
NPDES STAFF REPORT AND RECOMMENDATIONS
County: Mecklenburg
NPDES Permit No. NC 00750M
4-31
?ART I GENERAL INFORMATION
L. Facility and Address: Crescent Land and Timber Corporation
Tulloch Cove WWTP
Post office Box 30817
Charlotte, North Carolina 28230
Date of Investigation: October 13, 1988
Report Prepared By: Allen Hardy, Environmental Engineer I
1. Person Contacted: Dale Stewart, applicant's engineer;
telephone number [phone]
5. Directions to Site: From Charlotte take Highway 49 South
to Red Fez Club Road (S. R. 1110). Take a left on Red Fez
Club Road and proceed to the intersection of Tulloch Road.
Proceed down Tulloch Road and the plant site will be on
your right at the end of Tulloch Road.
5. Discharge Point - Latitude: 35 0 0 051 3311
Longitude: 81 021 4611
Attach a USGS Map Extract and indicate treatment plant site
and discharge point on map.
USGS Quad No.: G 14 SE
I - . , I I - & - -- - --- - - - I -- - - �* 4 -- I . T ��A
for expansion is available, but will be limited.
8. Topography (relationship to flood plain included): The
topography is steep at the plant location and moderately
steep over basically the whole development.
9. Location of Nearest Dwelling: An existing dwelling is
located approximately 50 feet from the plant location, but
has not been lived in for several years and is anticipated
to be torn down upon the construction of the plant.
10. Receiving Stream or Affected Surface Waters: Catawba River
(Lake Wylie)
a. classification: WS III and B
b. River Basin and Subbasin No.: Catawba 03-08-34

Page
Two
C.
Describe receiving stream features and pertinent
downstream uses: The discharge will enter the lake at
the mouth of an unnamed cove where adequate dilution
should occur. This area receives frequent human
contact through typical lake recreational activities.
There are no known water intakes within approximately
two (2) miles of the discharge location.
PART
II -
DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1.
Type
of wastewater: 100% Domestic
0% Industrial
a.
Volume of Wastewater: 0.6 MGD
b.
Types and quantities of industrial wastewater: N/A
C.
Prevalent toxic constituents in wastewater: N/A
d.
Pretreatment Program (POTWs only): N/A
2.
Production Rates (industrial discharge only) in Pounds:
N/A
3.
Description of Industrial Process (for industries only) and
Applicable
CFR Part and Subpart: N/A
4.
Type
of Treatment (specify whether proposed or existing):
The
proposed 0.6 MGD treatment system will be constructed
flow equalization basin, aeration basin, mechanical,
clarification with sludge recirculation, chlorination, post
aeration and effluent filtration.
5. Sludge Handling and Disposal Scheme: A sludge removal and
disposal scheme should be submitted for approval prior to
issuance of an Authorization to Construct.
6. Treatment Plant Classification: Unknown at this time.
7. SIC Code: 4952
Wastewater Code: 05
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grants
Funds (municipals only)? No
2. Special monitoring requests: Tech Services has recommended
monthly monitoring of TP (Total Phosphorus) and TN (Total
Nitrogen).
3. Additional effluent limits requests: No
4. Other: N/A

Page 'Three
PART IV - EVA UATIOb
it Land and
z
igle familyhomes.
It is requested that t
met
e
of
dig
ber Corporation,
I development. The development
ving primarily three and four b
ter level towards 1
timie"assiilatio
approval rrom tne> ver ir.s' ana, zngi-n e- Lily Ull.LL.,, C11 %.11
SCDHEC, it is recommended that an. NPDES Permit be issued for
this facility.
signature of Report P eparer
4
Water Quality 'g onal Supe visor

SOUTH CAROLINA--NORTH CARO INA
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' �d„�r.. .p� ivt.�iflNli,I_`f=C�LIvt1�f`A�,tT DISCHARGEE`�1INATION S`r'ST
f.t..ICATION FOR PERI%4ii' TO DISCHARGE 4' ASTEL° It TER*"MR Of fNflR0r4MEr0AL M&NAGEM �}
AUG
STANDARD FORMI C — MANUFACTURING AND COIMMERQt:,.��
( itt S CTIO"J I. APPLICANT AND FACIUTYY DESCRIPTION
-not aoPtiGat7le grid tC 3lc 'N
Urylcss O. . itiec On this form .ail items arc to he Completed. it are. item s
AOOITIONAL lrvsTRUCTIONS FOR S LCCT.E0 ITEMS APPErQ IN SEPARATE INSTRUCTION t3OO-'<LET P. tNL'�1`�C`tJ, RCJ3SP. TO
t OOKLCT 8CF()RL FILLING OUT Tim SC tTCMS
Please Print or Tyke
1. L.e9al tvame of .APPticsr-t..
Cresent Land & 'limber C'rSrru�)^ai on
j cc lmtruCtion )
2. Mailing Address -;f Applicant
(see instructions) 224 West 2nd Street P Q BQx 3081Z
Number G strtc�t 102a '
tzt� Charlotte
City
tozc NC
State ;
toted _
280
Zip Code
2. ApptiGant's Authorized Agent
(sec instructions) Robert B. D(.enst
Name and Title 1i�Ba:
Number L street Address S{s3ta 224
T osc #.7 x C3tte
City
NQ
j La to ,
Zip Code
SfJ2* . 28230
Telephone YLa#
704 38--204I
Area NvmoeC
: a., prexlout Appl'acation Code
it a Previous application for 2..
National or Ftoeral discharge Per-
mit has t)cen made, give ttsc date N/A
of application. Use numeric Soo YR MC7 (kA
designation for date.
....
I certify that t.. a,m famttiar wttti. the tnformzt-ion contained In this 4PfSlleation and that to the best of my knowledge :and oche`. zcrch informaT:ion
is'truc. cpmpiete, and accurate.
So a Vice -President"- Residential Dev.
Tiot
Printed Name of person Signing
YR M0 0A'Y
lozf
Date
$lgnatufe of Apotitant 0, A.utho,lied Al c{nt
. ACapI{calltart Siotcd.
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'
PnystcaE
poerxxtny facilEty wnuc dis-
otner
does ssi wait occur.
..:cnargclsi
:14SA
IT
wncrsnio (putitic. Prtvate or
Pi2V ( t3PP
"
Own. P<tot* And P'"ate}
*
if rederat Facility.
tp5c
C,) FEO
cn,ct< totoctc
ano give GSA tn"nsory Cpolml
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Numocr
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�6. Nature fAc euttn tt staaa the
tdtx
Domdstic Waste Only.
nal'ure ot.titc #ustrtess conducted
e00cratiny tacfAtty.
-
,.
at the ofint-or
late#
AGENCY,-OSE
i. Facility tntake water, (See tnstrud.
LL ,
tionsj fr%d"acate Ater Intake Volume
Per day #y sources. Estimate
A
..
average Volume per day In thousand
gallons oer day.
7s97:
thousand gallons par r3iy
MunkfPal or private water system
't07ta•�
• thousand gattrins per day
•
Surface wAtctOO:
day
thousand gatteans Per
Groundwater
9 07c
tnousand.gattont Per day
1o7d
011ie r
_
600
thousand gallons Per day
Total ttci x 7
Y07a4
f'.t nee rrts arxYake water trpm
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t.
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types of water triage at the Y,t •tity.
(see instructions) ::
tQSa
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rtnntpntact codttng wat®(
•
. -
tOlb
tnou and galtona Per day
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•
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t'OR �'+GCt�tt
STANDARD FOR G — MANU, At.;.TUi; ING AND C )WERC IAL
SECTION II. BASIC DISCHARGE DESCRIPTI01
. . '
ComPtttet ina} section tot c'aeh ddtCharge dh<jkAtcd in Scction 1. ttcm 9, that is to surface waters. This •nCtudts d,.$<h trgcs to mun Goat s
systems "Q wnccn tic`watt< atet does not go through A tteatmcnt"works wioe to being discharged co ';r(AC't,, tors. C?iscnargts to wctt;
br dcsttebcd wnctt tncrt ate also discnatges to sutfacc waters from this OCitity. S4EPARA CC OCSCR. -TiONS OF EACH O15CHARCo
ft•EOUIREO EVEt IF SEVERAL, OISCHARCES O'FttCtt4A`rC IN THE SAh4E t-A�ILiTY., Aft value. fdr„an cxtsttr;,,g etiscnargc ShOutd 3
c n tal iv1c 0.1 1 n . t twcivC bfcvious months of eitseration. it this it A hr000led discharge. Vatttcs should ret :`..'t hest engirlecring csUmate4.
AOO#'# tONAL tNSTRuc rIONS FOR SEL.ECTEO ITEMS$AP,PEAR tN,SCPARATE INSTRUCTION fOOKLET A`S tNOICATCO. RE
T:'a BOOKLET 8CFORI; Faa t_ti-IG OUT THESE ITCMS.
t. it:scnargt Strict No. and Nano
a. Oisena rgt Sttiat No; 20 to
(ice ins,rue;tons}
�. aitcharge .Name 4 20ti+
,ivt name of dischargc. it any: 1I
act :nsttuctcons)
C. Previous OiScnargc.StriatNo.
.
I oaevious ocrmit 4001tca1400 r7 d7
was (Wade for this disenargc {see 20tc T
item 4. Sttticn,tj. tiro-ide Previ-
ous discnargt sCriat'nutnber. a a
2. » oischargt Operating Oates - ^
a. oittharge Regan OAte If Inc
discharge desctitacc tse(ow is in /A
opera;+nn.. give the cat'. (w+thirs
bet estam.atci the 01sch,3t9c YR MO
btpan.
b, Oitenarge to aegin Oatt' it Inc
discnarge has never oCCurred but 89
is Ptanncd for tome future date. 202b
give the date (within otst esti• YR MO
mate) the discharge wilt begin.
C. oitGharye to End Oate If dos -
Charge d4 scheouted to bt discon< ,r:•T
tmutd within the tst:xt $ years. ;=c LVV
ZA-
give: the date (within btst "ti• YR MCI
n3atei too o 4Cnatize win tod.
Engineering Report Avaitatitt "
Cheek if awl tn;jeneering reoott i4
avAO,301t. to tCv'1tvvm9 39enCY trdnn
ircotrest. tircc... strtrctwoll Z0312f
A. O-%Charge L. oca t+on=
r.. P"'rtt;+t5r k+,r3tnd rae,-, wttnx.. wt.,(t+ :-.. :.,, - •' _ riOa':
es(., rat ni:?: r..«f-p:.1 41.1
. .
i'
Meckle Tburg»
» +
a<i st+tstrr•,Sni. t t.=vt- t.+ I..» •„ 204C w 20at
S. chtnaryc Point Oc3criotton
tZitChatgr. +3 nto {Cate C.+,. ne3Ci;
t 3CC t+t3 tr dtCtcetnst
• Stream (ands{( Ci drtrl+C%. «ifluYul.
..and otter .ntetnw1,vot w, ttaCuurtCst 2osa : cjSTr .
t i
Ocean 0oct'
7 rafl3fa t,+.1 :xytt e•r+. :I, I(A I
tliV <Sai.,1-.Jt C..+,"*'tit as ea *rt a.;i+aai nr� A's itt
n {
Ij 1

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a Y Q 330 Q
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adV 0
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mot uraW attf mopo st Ott aun
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ota
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osous a"l puoAoa s**volts lr"3 lfr#
coe
gzsS aou;ly Joprw
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—, ""
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:...1 *
o-sD ,$uR-lftr'1.-lu!od >& ru>srp:.... *g
QCor
Apoad$ x"GO�a3aU> $� ,r✓ti:oo- l
i-i-t o o
lau tG
x ».
`Jh1:0.iuOaaap;Jy
S.LS (
•
w»IaAS
j
'
1J Ctt7Su z`J:i safrhti t..tt D3 S::x �7!u axW
3 'IRA
Irt I -a t 2fC7
Too

t Aet+vity c��tcritation c;ve
Was.e enerated from the d�eveopm ent will .be
txirri teve dCiC rtp taQ}n Ot aC2tvity
:,2ta
c
predomznatel .
orooljc!ng tn.s da3Cnifgc.(3Ce
!.
:domes Lic in origin .from .
'str�ckl ..
i+�aSS+uZtsont}
A—Wroximately 6 ac. o the
*_residential sources4
_ s ,busii ess usacde ether
site will be developed
th only domestic waste
roduced,, '
A.
N/A
to Activity Causing Discharge For
;each 5tC Code which describes
the activity Causing this discharge.
supply the type a°nd maximum
amountot either the raw matezaai
Consumed ittent'IAa} or the Product
...
produced (ttem Iab) in :the units
$oeciried in Tabtt t of the tnstfuc.'
tion ectoktet. For Sic Castes riot
listed in Tabtt t, use raw anateriat
t or production units normally used
for measuring production.(sce
instructions)
a. RaW:materials
t
maximurn Unit h3retl Dilctlarges
Amount/Oay (See Tat71+* 0 (Strut NumbvI
i $G` Code
i3 LC3
21a.a (I}
(2)
f
.
e
i
h. etoo-ctS :...
-
a\1.y:Aae6 ill a9r t a'.
.
rt.]itrC.
dl.t 0I..itlUjv t tabac ♦l
St C Code'

' ` afti artl tra ttm<r*t
tS• h.r.
o{a t< i
x L y 'p v� .(.,
,.:
YVC�..s7. ewate.rs will cori L{ L. L"
vfax`c Aha"< t
#. w.. ,rp•
t rtv
9.S tgjb .. t .
treatment and di schar�ge of effluent to
nt for
Treatment kfill consist of influent pumping
if required, along with the following treatment components
a minimum- Flow Equalization, Lang Term Aeration
as
(Activated Sludge), Mechanical Clarification with
--
sludge recirculation, chlorination and post aeration,
.._.._.and effluent f�ltrt�.on
PFTTT, t21 I'SC1E ' t31 T3ACTIV
t1a {7
`
Waste A9atemcntCodext3ta
codex ttstca to t'aotc
pp4tTYGTI t 2 i nrn t i'
txstrig the
tt of the tntUt,ction 800wo.
t 1
descrioc the waste ataatcMent. ,.
nt t3nit {gt1 CTT T t } ;-
t 3
processes fior thti dtxchar�}c in
ttte order 9n "Wntcn they 00ca r
(10)
tt pkxt€OtC..
i131 t141., t153
(19) (20) t21?
(22) (23) t243
t251
v »
a

kay ap!.)tXuapo2i puc','>p!ar:tunj
spa xsa;»uj (raapaj !y$ jo fa:+tua010tu:1 01jX soj suotkr)nda}j ayf jo (q)L`Zt) ( uolf>a.cgn {c{ paxlnb
sr -ttoI .ullf'IISZX)'.)`t1't!a'klutt;srAA%6ua:3yuu!ka:a$uk j Il.ku,+usuarortnu'r! `uaXYfp ( Pui `xJarjo >�kitlSa
ertrxrtatrrrtaxy'perajsacaXrjaltp oJSalur,tr3nzrursXl.7i'uux.>utn�tLjolrttxrri at�tnxX�axryXatl>a saacts>aX:Xru
ucrouxtuva agyrYJa?; r of jo auaxaf ut pp1jodaa aq ksnw (Sapta!$uapa) pur °sapXar$uat) 'saptat)aa ut s ptatfs>
`9Z tuatt ut SkuauXajn,xo°°jpuc spun€ dtuz>a' aauckS€(ns.itl�ad$.
05t}i L
j 5X)f L
,.{ftintkarc,lPr2i
a:Xxa$:tirq Xuxtrfl�n'ro ft`'a:t
�
t)tit3Bl}
�ultro+Nt,7
. "�(f}iff
ulrstult+xkl,}
Sflll: k.�f:j rtP�
.. 11 ;ak<a,x •
* X)tZl`
afttYt. lla)
. tli nlot r.•)
'� tIS1t)tI
L tq Ett
e Sxi pur)t()
caalXXPXpra9-
. E5U`>aL
ZZcfit3
_xapiatls�r3
uXroxra37
kuntita
.A
,ipunoduscs,::atur:110 PafrutxcsP2:i
'
..
_a fsOE�L
,saptat�yl¢
,' wit3if}
- • ;.. 3 ,` ksxnr;(%sag
L6U10
%0010'
aU7'�
:aXtl a$x'�
4rr0
` 0
.t6010
.. h`�
uowllu
1
ZSItO
50110
uxnfztusnj�
tunturteL
65010
15600-
uxncjjr{peaoni:t
6i6b0
OZtoo
pturS
ukn€poS
Lf 600
0 600
uxnlSS ioj
aptxOjt�
LL610
OLSIL
ap!tuo;,j
xa tP3
'. L 1
VS^Loo
wnkuaj:?t'
a$ n :
ia�3a?ht
3pulna
Z9030
_ -5v600
iunuapq Clo)
- ^afr3InS
006tL
59900
sniot4d5atid
,Onwall
M10
5190t)
LZ 600
OZ900
KfntSaunrt
w1C1$84
i50TO
50900
u?3Ckx$!uDIUC'axo
p
5>f0I 0
01900
tkOlJ
M10
°
"91V
• 91z•
a
.aaau:e.sr�.. P
xa$auicar�j
(SuokY�ntkSua aaS} .ro$Ptts)1Sa 2x�C7 .aa �.
SfSAItur )rnj:>t ua pasvo :tO 01 S! utxfkrviwxaAaD xrcf, , •(x fttn >5ztuast R} $isanlii$ !)$ of $V:a.9axtl Sf Uafu + gu>!p$j$Suo7.:iXaea apfsaCj ?a ciq W± >k?,U :.#.
3Srt ADN3:DL' i+C* l
TOO p '
.t "x OkV d"k hT '�7 ti�tY.f�� ��:x b•7-i�ili�

t?. 6-s'C'J"tEon or (nrAko And Otsc:hacga Anticipated Limits
For "Ch: of the OArArnAtara (tst.d tb.,ttlw, ntar to thA tooroprtAtA box the vAt ka or coda (Attar xntw'dc" tad tar,(t.A-A (nstrutttontf
t
tr* Aodttfon. enter the (,AAfA.triat''>r nanw And cod. end Att rAQ+Jirad vAI-U+" for Any of the fo(to.vtnir pgremetert If Choy were check -es to 4tam:16.
e+*t+)e+tA; <YArttda. Aturntrtu, chromium, Copit+r.. trAet, mertncy, ntCtt st, sAta ei(urs;, atn4;PPsancatx„ all xnd grcAxo,
and Chtor(na (5v%tt(vAtj:
influent
,
a ii UGf1t
`
patarnctcr anti Code
c
�, p o C '
�� .i�AMd
� ,�"'
� l" .� ''
.y
�. � of � .'4a � •J «.«. ^�
sue! a�
ay
dA
� rY
ci
w{c;i"ay.im
ate} m-x wM
M +
49 .®
.C1 ✓»+
(f)
(2) (3)
(4) (5)
()
(7)
(8)
Flow.
0.5
t,a.Itgc" to per day
.
,✓67
p
Units
6-9
VV
.
r
Tc p--=U as (-utter)
•?
74028
: iCYit£XiE 2iY.iC �, Cr�
®
a
a.
a F
»
74027
$toc'xcaru.IOx d
(BOD5-&Y)
250
30
00320:.
Chcmtcat Oxygen Demand (COD)*
yy
00340
ToW Su dcd (nonf` tcrabie)
Sobds
250
30
;
00530 «
n
>.
Specific Conducunc c
rx w
m5crornhustcrn at 25e C
5
S"deablc Matter (residue)
00545
`Other discharges shating intake flour (serial numbcrs).(scc instructions)
r1-

r{ 1(� r.. 1 0. •. k
lnfitic.^.t
�d
17ffl
'
paxa CICF anChSC
<+
T
11
r
� q
> >a
E
`r..:0 Lid (� '�
� 0 Lei in
t..:. -�C .s._ •{
cry
I
1
HI
2a. Plant Controls Chcck If the fot.
lowlr5q plant -controls art available
a x_
(or this disctyargt.
Alternate power source (car major
pumping facility.
t
Alarm or emergency proccduet for
ALIA
power or e, ltujpmcnt failure
C,omplcte Item 19 if discharge§ Is
from cooling: artd/or:Stearn water
.
gcnaratj6n and watt( iroxtment
adoltiv.c: are -used.
w
;g, Water Tzvltmcnt Addltivcs If the
discharge It tc.attd with any Corr ...
;"..
ditioncr, Inhibitor, oratglcido;
.:
ans6+rtf Ine i0114wtng
a t4,mc of Malcrial jsl
adcl z of mattiu•
lJOVIcr
211b
_..... v,.
t'�.0 ar�llly iPt ��nc7C �i 7r7or7 tM4 2fA, 0, —5-0-jD-----
Sil it irl nc; all G>nl <)/ 4 at.sr (rn.ttntl 1. 'r" jj
H -`I

'
OISCt- ARCS_ SCftif t- f`ftJ.sAsr 2
•
FOR ACI.t•.°CY'
• .; rp, t„nernleaf cornootftfesn of tn**e -„:$ x '.
«<=t rJ#tr""ta•s f s°� tnstruCtYr.nt}.
`s •-.{• '� •.
4="7ftotcvc nernt .' 0-%:S It thet, it a tl'scrrnal
;. " (t,g., associated with a steam".andjor poweir.ganer3tt.on *
p#ant, sttet milt» pttro#cum raflntry, 7r any,csth+ r -'
4
mar utactudn'; orocersy and the totaI d%ch'.
Cfow Is
i � rrstfllon gallons pit' day err mesa; (sco
tnsttvc#tc,nx) ,
0. Thermal Ol chargt Sourc:* Chock
N/A
l
the appropriate Item(s) Indicatlr>g
..
tht sourct of the discharge. (sea
}
Instrvctlons}
Bolltr Stowdown
-
i t0 i3t 13f
"�'" * •.
Soifer Chcmleat Cteaning
; 081
»
Asti Pond Overflow
1h"
r v QAPCIF
Botttr atcr Trcatment — Cvapora
rwfX1 Nam. �r. n
[} FPt3
tar Srowdown
a
Of! or Coat Fired Plants •-- E fffuent
0 CICFP
from ;Air Potfutton Control t3aviecrs
r
aCondensa Cooling Water
t, 0 CONO. '
`
Coothig Tower. Btowdo n
0 CTSO"
f tanufac`tudng Process
' s i Q MFPR
tither
CAI CITI-tFt
Zt.„ otschargo/RoodivingWater Tamper•
° ' N/
xture Offferwnta
"
Glve the MAXIMUM temperature
J.
differtntc between the discha
` a
and recefvtol winters for summer.,
and winter operatirltl conditions
(soe Instructions.
summer
r
Winter
3Er oF.
zz. Olccharpa reMPerature.... Rate of
°
� N/A or./hour
Change Ptr Hour
�'.�
Give the MAXlrnunl possibte rate of
terhoerature than" per hour of
discharge under operating con•
k
dit ons. (se* Instructions)
w
• r* zz. Water Ttrn"rxture. :Parecnttta
/
'#` �'x'��"� .. /A •• .
Fttr ors (F tuency of O curreno*)
r •.
in the taUit below. antes ttsa"
r
,'.'? - *
tameat`ratciro svltictt is +arXCtedCd 24°4
T.
= of the year. SSG of the year. 1`iG of
the y*ar And:n'ot at aft ( iXl um
y*arfy tamperatural. (s+* instructions) s
Free#utncy of oCCurrance •
"
��.,:. Iti"K SSG.. S :v3axlunz
�. A. intakes tisratar Temperature
a aF oP oP
(Sublect to natural cnanges)
b. 0;%criarge water Temperature
2ts aP of of of
w. 4
:..,'s.4. atrr Rntasct Vetotlty .t
.2.^�4e.- tc-*tf"zoc,
(sea Instructions)
°Tlm*
2S, ftet.ntlon Civ* tfl* t*nVtn of
221 minutes
• tlna* :In tn#ns t.-t. from start of
"•• `.,
'� y':' •�`.
wet*r tam a raruro rlex to dl.chaYga
.
of Coaling wet*r. (te* to%trtrCt#Onsl
-
if -Is

a,
+.• t?i< .a rfi t'':�.".y F'Fit?#.i..rtUha f3�ff """
l«: }+9cdi4.< itiafidtr. taalx She At -Cached.
a. i ..
t ,
.... «.m.n«.. ,....,..«.gym.......®®..... «.,«—..�...........—.. ..=.m. .:...... f .»«,.-- '
11.

scan AC N,:.1jlJSf
STANDARD FORM'C: --- MANUFACTURING AND COMMERCIAL
WASTE ABATEMENT'
REt1Ulf�EMENTS & IMPLEMENTATION (CONSTRUCTtC)fti SGtiEC�L1LF
SEC i;fC7N 11T.
is as {(art rcoufrc. 8rsfarmatlan"on my uneorrenrctcd Irnplcm sntat(on sCheduta which rnxy ttave bcan Impos#d for construCtton of was#a aba%e
State, or Federal agenct" or by court
.. tt facitit(es. Such reou(ramentt and Imptementation
sChodulcz may have boon astablishad by locat.
be attx{had to this aopticatIon.
:;.on to addition to Camp(etlmg the fr Ilawlmg hams, a copY of an official lmptahtantatlon sChedttte shou(d
SCt• COULES, ElT1lER ECAL35E OF DIFFERENT LEVELS OF
YOL! ARE SUBJECT TO SEVERAL: OWFERENT IMPLEMENTATION
IMPOSING DIFFERENT SCHEDULES (ittm la..) ANOIOR STAGCO CONSTRUCTION OF SEPARATE OPERATIsON UNITS
:THORITY
.-n icl. StiatAIT A -SEPARATE SECTION
lit FOR EACH ONE
FoR AGENCY'USE
• (rn #ifiO Yem#nt$
a
f a v
a, iltacharg# S#r(at Numbar
?
001
"
- Affect#d L.kt the discharge
"
sar(al nurnbars. acszgnad to
to
:•
Section it. t:tat are covered by
"
this lmolementat(on schedule
ty '
b. A4ttn dC(ty tmPd{l+'W t't" Q utrv-
menu Chock ilia appraprlata
a , t
item indicating the authorttY for
(mpterzlantation schedule. It.
a
the Identical ImPlarnantatlon.� ::
Lf, 4.lv
schedule has be4h ardofed by
e
'
` more than one authority. Cncek
the approprtate Items. (so#
instruction%)
Locally davofaPed Plan '
S4ib:
p�q
4�t Lt��
Araawtda Plan,a-
tDARE
' $at(G Plan..
c° :"
OeAS
state approved ImPlementa»
liar's sc2tceiulc
r
QsCS ..
Federal approved water
quatt;y standards Imp(am#nta-
r�^t
L IQS
tlartpzan.
Federat enforcement Procad-
QENF
ure or action
x f'
,
State court order
OCRT
Federal Court order
,'.
.t
❑ FED
FacitltY Raqu(rement. SpaClfy
_
tno 3-character cock at tnosc
"S x:
.3-Gharactaf
listed t7etow that best dascrlbas
#S,u .
"
(7+xnarat)-
" in nerat terms the require- r
New t-
mont of the tmptomontation
3 tc.:
:'' •.
:•. : sCrhedute and the appl(Cxbte stx;
'�'..:, .�
K. =
cnaracter abaternerat Coda(s)
from Table II of the instructlon
..„b7^�l•.
6-character
booklet. if more than one
" anotics to the taclttty
(soeclftc} " r
%cheduic
bccausc of a staged construction
?e2
w s,ye Table it) q��{srpT
{ PEQU t PS r 1?t14 11 r J MlZ
scneduPe. state the stag. of con.
struCllnn aa(mg described hero
..
PMIXED, MPOSTA, SAEROB, CLLDI
w1Cn the aplaropriate gartarat
.Nl.
' act(on 'code. Suomit a separate
x i`
Section I I ( for maen stage of
construction Olannod.
1
Now FaClllty
ModIt(catton (no Iricr...xo
InC.Op CICY or tros#mantt m 0 Cl
Incr.40 In Caq.Ctty
INC
Inct. " In Te—l—
n7. ,;..va4 CN't
it ofh. Intro.sc to Yrm.tar,.,nt
t...aval .nd Cataeelty ICY
t_:Itrriln:ail5+n o4
I_.L(
III -I

FOR AICVNCY tjsC I
Z . , r ....
•
Y
,acsv=t Carncl.tton OAt:t .'
+ e
any xctuxf dxtoa ciScompte#!on for imp(.sm4"tzcton,,ttp
:As ad to Ow
Arcr+#do datcz t pdsod by xc#sadsatc xnd
f-+osxlb#a;..:(sac
datas az accuratoty ax
'
rcheduta {Yt«{�to.%C3aY1
3. ACiu:. Comptotton {`r"r+ o,j#Jxy�j
s -^
" #rrrptorncrctxtton tcp5
2 �
'
n 88 8 I1,
A+ Pr4t#mtnary, ptan ct?LY plot
b« Ftna# titan $U$9n6#SSt€1n
,�yy,,,,,..
88 12 11
t
89 2 15w�
d. F#nanct"q comotct & contract awardod � df
max.
�3d2ti
n
�
a» 5tte AcqutfCd (Previdusly)
,� r 8 15":;
" + 41"In+Action (e-q.. construction)
rw }`w'.4+
5 15p
+ t:nd action ts•9:. cortstruettdtt}
�r
p ]y
a + «
i 89 7
«
t+ CiR#r$ttonxt t,xv'at att$tnod
xt
.
a a
w
t

14. O. DEPARTMENT OC' NATUR:A'L RESOURCES ONL.l-ittN.CTY t>E
El,,VTTtC? 'NTAL. XANACE]IENT COMMISSION
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SENATt?M THOMAS L.AFONT6dE ;,DOM, SR. C OMMIYTEES_
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BUS ,ESS A00RE_v. September 7, 1989A,.OHO. C SEN<ePASE COIN'-POL
4 100 =a _aT•, "#"PY e',S.N STREET APP�S✓PR :
'.nsA_50^TE. N. C. ' di3 THE As 1*ti.OWA r4t,,1:... 1ta. A, NO P'._�r R'. ,` A� l
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Mr. To =my Stevens
Division of Environmental Management
Suite 714, w cho is Buildinga SEP 8 Fayetteville, IBC 28301.
1989
Reg Permit #NPDES NC 0075043
FAYETTEVILLE REG. OFFICE
Dear Per. Stevens;
It was my hope that I would be given the ;opportunity to
testily in person with regard to the above -referenced permits, I
talked with ;you on September 1, 1989,'and you indicated that you
preferred to have this in writing and would not have any
additional public hearing on the matter.
Please accept my following statement in your and the
Division's consideration in whether to issue the above -referenced
permits:
1. Crescent Land & 'limber Company is a reputable and
responsible company of our community; I do not believe it would do
anything intentionally to adversely affect the water quality o
takeWye.
2. 1 am deeply concerned with regard to the proliferation of
continued permits for discharge of sewage affluent (even though it
is ,treated into Lake Wylie. Where is the break point? 40
plants' 100 plants million gallons? 100 million gallons9
3, "treated affluent can never be as pure, uncontaminated, or
as clean as pure well water. if enough sewage is allowed to b
discharged into this body of water, it will substantially
adversely affect its 'water quality for those who use the Lake for
recreation purposes, but more especially for those who use the
Lake for their drinking water new and in the future. How long and
how expensive will it be to reverse the problem? Who will have
that responsibility?

PPPPF_
September 7, 1989
page
. 'Taken alone these two permits, if issued and if the
plants are operated at maximum efficiency and without any
breakdown, probably would have no .substantial impact can the water
duality of Lake Wylie;:. However, all of the studies and all: of the
statistics that I have seen indicate this cannot be dome.
. These proposed plants do not call for 24 Maur human
supervision. No matter how many fail-safe systems are installed
and no natter Macaw many electronic or mechanical warning devices
are provided,, there will be mechanical failures. Tf you take all
of the plants that have been permeated and if you assure that they
are -constructed, and it you assume that the failure rate or
non-compliance continues into the future, we will have a problem
of monumental consequences for Labe Wylie water quality.
s York County has begun construction of a 13,000,000 gallon
waste treatment plant south of the Lake Wylie Dam which will be
within a few miles of these proposed plants.
Charlotte -Mecklenburg Utilit; Department has the capacity and can
pro * de autfall lines and pumping stations for this area so that
the sewage can be pumped lifted and discharged back to a regional
treatment plant. Sewage could be: treated by tither the
Charlotte -Mecklenburg utility Department or by York County. Such
;regional plants will not only have the electronic and mechanical
safeguards, but will have the human element of 24 hour
monitoring, testing, and critical inspection, as well as the
expertise needed of support staff.
7. There should be -no further private permits issued until
all of the various responsible governmental jurisdictions adopt
and implement a coordinated study, inspection and 'stringent
criteria to maintain the highest possible water quality of Lake
Wylie.
8. Any existing permits or any future permits should be
rescinded upon finding that there is non-compliance. Woo)(
9. Tf any permits are to be issued, then:
a. Require the recast advanced treatment ent acil:ities
available with the most advanced technological capabilities with
the most stringent discharge standards..
b# Limit the number of discharge points within a given
area. This should be taken into consideration in reviewing the
above referenced permit applications.

pppppp,
September 7, 1989
Pace
Require daily testing, 24 hour supervision and dual,
if not triple, back-up fail -proof procedures and equipment.
d. Require as a condition that such plants and their
lines he built according o the Charlotte -Mecklenburg Utility
Department or York Cunt standards.
e. Require that the permites install at their expense
such lift stations and lines to the Charlotte -Mecklenburg Utility
Department or the York County Utility .Department When such
facilities can receive such discharges.
10, The bottom line of ;what 1 am saying is that the many
thousands of South Carolina and. North Carolina residents who live
on Lake Wylie, the many more thousands who swim and relax can Lake
Wylie, and the even many, mazy more thousands of people in South
Carolina who get their drinking waterfrom this body of water, now
realistically and appropriately fear that we have reached the
point where the last two straws will break the camel's hack,
trust you will give the utmost consideration to all of the
testimony that you have heard and will carefully consider the
consequences to the environment. We are not talking about` an
abstract concept but a specific small body of water that is an
essential link in the life of these many thousands of people in
and, 'around and downstream from Lake Wylie.
Yours truly,
L 'onti dram
TL *' p
cc: Mr. Paul Wilms
Mr. Henry Mitchell
r Larry 8urton
Mr. Warren Drye

Jame
r. Rot
rosent
224 Wes
PO Box
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O tober 26, 1.9
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Corporation
Subject:
tagement
arch Cardina 27611
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c+cc.ac,s.�aax,rs.�, a�cfsac»�+
G ives.
returned as incomplete.
any questions concerning this matter, please contact Ms.
-5083.
Sincerely,
t"ur ouberry, '. . , aupeWisor
Permits & Engineering Units-
Pollution Prevention Pays
27697, Rakigh, North Carolina 27611-7687 TekThone 91 . 33-7015

PPF. OVE0
RECI-
owlswi ef ("r;'aw)NMENM MAMPSEMOd Permit No. NCO075043
MAY 11) 1989
MOOKESVIUA
NEWONAL "ITATE OF NORTH CAROLINA
DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
DIVISION OF ENVIRONMENTAL MANAGEMENT
P E R M I T
To DiSCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions of North Carolina General Statute 143-215.1,
other lawful standards and regulations promulgated and adopted by the North Carolina
Environmental management Commission, and the Federal Water Pollution Control Act, as
amended,
Cresent Land and Timber Corporation
is hereby authorized to discharge wastewater from a facility located at the end of
Tulloch Road off N.C. Highway 49
southwest of Charlotte
Mecklenburg County
to receiving waters designated ntz Lnl�a WAr14- 4 4-1, r, � I-
--Wjact J'N.LVt-L DaZSj'11
in accordance with effluent limitations, monitoring requirements, ar
conditions set forth in Parts I, II, and III hereof.
This permit shall become effective
This permit and the authorization to discharge shall expire at midnight on
Signed this day
F
R. Paul Wilms, Director
Division of Environmental Management
By Authority of the Environmental Management Comm
I

Permit No NCO075043
SUPPLEMENT TO PERMIT COVER SITEE'T"
Cresent Land and Timber Corporation
s hereby authorized to.
i. Enter into a contract for construction of a wastewater treatment f
and.
2. Make an outlet into Lake Wylie, and
3. after receiving an Authorization to Construct from the Divis
Environmental M age sent$ construct and operate a 0.6 MGD was
treatment facility located at the end of Tulloch Road near Charl'
Mecklenburg County (See Part III of this Permit), and
4. Discharge from said treatment works at the location specified
attached asap into bake Wylie which is ,classified Class "W-lII
waters in the Catawba River Basin.,

7.5 MINUTE SERIES (T-opoGRAPHiC)
SE/4 CLOVER l ' QUADRANOLE
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al NPDES No. NCO075043
ate of the Permit and lasting until
I serial numbarts-1 nn, expiration, the
I,------ -J — 'r'vzmJ-"8e as sPecif ied below:
u1scOarges shall be limited
Effluent Characteristics
Discharge- Limfi-n+-C—s
MCMitoring,
'Ra"n4rements
14ELda Other Unit
i V — �--ft i— —S -S" -ci
Measurement
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pie
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Flow
Fr an
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ie"I —ion
BOD, 5Day, 20 Degrees C
Total Suspended Residue
0.6 MGD
15.0 mg/l
22.5 mg/l
Continuous
2/month
Recording
I or E
NH3 as N
30.0 mg/1
45.0 mg/1
2/month
Composite
Composite
E
E
Dissolved Oxygen (minimum)
4.0 mg/I
5.0
6.0 mg/I
2/month
Composite
E
Fecal Coliform (geometric mean)
Total Residual Chlorine
mg/1
200.0/100 M1
5.0 mg/l
400.0/100
Weekly
Grab
E
Temperature
ml
2/month
Daily
Grab
E
Total Nitrogen (NO2 + NO3 + TKN)
Weekly
Grab
Grab
E
E
Total Phosphorus
Quarterly
Composite
E
Quarterly
Composite
E
Sample locations: E - Effluent, I - Influent, U - Upstream,
D - Downstream
The pH shall not be
monitored 2/month at the
less than 6.0 standard units
effluent by grab sample.
nor greater than
9.0 standard units
and shall be
There shall be no discharge of floating solids or visible
foam in other than trace
amounts.
,13

Pr
Part III
Permit No� NCO075043
F. Toxicity Reopener
This permit shall be modified, or revoked and rpinoma t I"----. --4-_
limitations and monitoring requireme
studies conducted can the effluent or
effects may be expected in the recei
G. If this facility is built in phases,
phase shall be submitted when the fl,
design capacity of the facilities on
to the facility exceed the design caj
lt.The ouitfall line shall be extended t<
Optimize assimilation and dilution of
1. Division Statement of Concern - adva
observed in the .bake Wylie by the Sty
recognition of this problem, the Div
permit; to add effluent: nutrient limit
Nutrient Sensitive waters (NSW) or if
Environmental ManagementCommission)

'PRELIMINARY ENGINEERING REPORT
WASTEWATER TREATMENT FAC I L I T I LS
TULLOC"H COVE PLANT LAKE WYL:I E - NC. 49 PROPERTY
-------------------------------------------
DE~VELC1E'ED BY T FIF GRESENT LAND % TIMBER C ORPOkAT i ON
MECKLENBURG COUNTY
AUGUST 1988
Lano- Desw
Engineering
1700 East Bo
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TABLE OF CONTENTS
I. GENERAL
. Project Overview
B. RoISulation
I I . PROPOSED DEVELOPMENT
T
A. Project Location
R. Development Description
C. Physical Features
111. WASTEWATER PARAMETERS
A. Description of Waste
B. Projected Wastewater Flow
C. Treatability of Waste
IV. WASTEWATER DISPOSAL ALTERNATIVES
A. Public Utilities
B. Individual On -Site Facilities
C. Privatix Utilities
D. Proposed Facilities
V. PROPOSEDDISCHARGE
A. Receiving Waters
B. Impact of Proposed Discharge
VI. WASTEWATER TREATMENT FACILITIES
A. Proposed Treatment Process
B. Description of Proposed Treatment Facilities
VII. OWNERSHIP, OPERATION AND MAINTENANCE
A. Ownership of Utilities
B. Operation and Maintenance
C. Enforcement of Water Quality Standards
D. NPDES Permit Renewal
VIII. SUMMARY

Table of Contonts
(Con't.)
APPENDICES
A. Process Basis of Design
B. NPDES Permit Listing
Mecklenburg County
C. Utility Company Listing
1. Vicinity Map
2. Composite Tax Map
3. Topographic Map
4. General Soils Map
5. Treatment Process Flow Schematic
6. Preliminary Treatment Plant Site

1. GENERAL
A. PROJECT OVERVIEW
re,sont Land & Timber Corporation, Charlottes, North Carolina
proposes to dovelope a planned residential single family and
commercial community in southwestern Mecklenburg County. The:
development is projected to occur over a 3 year period with
construction of new homes beginning in late 1989. The project`
site is in excess of 250 ages.-
The following preliminary report has been prepared to convey
the proposed basis for, water and sewer service to the
development.
B. REGULATION
In addition to compliance with laws, rules and regulations as
required by the State of North Carolina and Mecklenburg County,
all, utility work must comply with the following specific
regulations as applicable to the nature; of the work proposed:
1. North Carolina Administrative Code Titles 15 Department of
Natural Resources" and Community DevelopmentChapter ? Envi ronmen
tal Management Sub -Chapter 2C Well Construction Standards.
(Latost Revision)
. Rules ' governing public water 'suppliers' Section .0600 through
Services Sanitary Engineering Sub -Chapter 10D, Water Supplies.'
(Latest Revision)
O'. North Carolina Administrative Code Title 15 Department of
Natural Resources and community Development Chapter
Environmental' Management Sub -Chapter 2H Procedure: :for Permits.
Approvals Section .0100 Wastewater Discharge to the Surface
Watery. (Latest Revision)

I l . PROPOSED DEVELOPMENT
A. PROJECT LOCATION
The site of proposed development is located off NC49 in
southwestern Mecklenburg County. A vicinity map is >attached as
Figure i. The site is bounded on the north by NC , the ;west and
south by Labe Wylie, and the east. by Langston Road.
B. DEVELOPMENT DESCRIPTION
They proposed development- will consist predominately of
single family ly residential Mousing, but may also include sections
of multi -family housing and commercial sites, based on zoning. A
composite tax map of the project area is attached as Figure .
Commercial dekveylcpment would be confined to NC 9 frontages.
Access points to that Lakes are available on the site and common'
recreational areas will be considered within the; site as project
planning progresses.
C. PHYSICAL FEATURES
The project site is representative of piedmont North
Carolina with gently rolling hills falling to the lake shoreline,;
the most significant physics -.al feature, The, site is predominately
wooded with several smaller drainage ways leading to Lake Wylie.
The land is marked with moderate slopes with they e:xc.eption
of a few areas immediately adjacent to drainage features where
slopes become more severe:' in some areas (greater than 15%). A
reproduction of a portion of the U.S Geological Survey;
Quadrangle Map covering they site is attached as Figure: 3.
A reproduction of the Soil Conservation Service soils map
for the site is attached as Figurer 4. Soils on the site vary
with predominately Cecil and Pacolet, types,

S I . WASTEWATER PARAMETERS
A. DESCRIPTION OF WASTE
The proposed- development as described in Section 1:I will be!
comprised of singly family homes and multi -family homes, and a small
amount of 'commercial property alongNC49 and only domestic wastewaters
w l l be generated. No industrial use will be allowed. It is antici-
pated that the wastewaters generated from general household and sani-
tary use will exhibit characteristics typical of domestic sewage as
fellows
PARAMETEF? CONCENTRATION
Five Day I io--Chomica l Oxygen Demand 200 mg/1
Total Suspended Solids ` 5 mg/1
Ammonia Nitrogen 25 mg/1
Chemical Oxygen Demand BCC mg/1
Temperature (Approx.) 50 degree~ I~ (Winter)
65 degrees F (Summer)
pN 6.5 -
B. PROJECTED WASTEWATER FLOWS
The development may comprise as many as 1450 single and
multi -family living units. Based on demand, both threes and four
bedroom units will be built with a predominances of thre4e.
bedrooms. A flow allowance of 360 gallons per da.y per residence
is proposed as the basis for projection of community total, based
on an average of 120 gallons per day per bedroom-. In addition are
allowance of 75,000 gpd of possible commercial generated domestic
sewage has also been included. On this basis the projected
ultimate daily flow for the entire development is 600,000 gpd.
C. TREATAB I L, I TY OF WASTE
As the charactdr-isti c of the waste are expected to be typical
of domestic sdw of the waste will be treatable using
conventional waste: troatment technology, i< 0. biological and
physical removal of wastQ contaminants

IV WASTEWATER DISPOSAL ALTERNATIVE.
A. PUBLIC UTILITIES
The proposed development is looted entirely outside the
corporate limits of all local communities. Based on a review of
physical water and sewer facilities installed in the general
vicinity, it is not economically feasible to connect to the
Charlotte -Mecklenburg system, nor are plans currently underway
for any extensions to this project area.
B. INDIVIDUAL ON -SITE FACILITIES
The alternative exists for on -site water and -sower facilities
assuming the development plans were to allow for approximately
/4 acre lotsfor individual wails and septic tank/drainfields.
The development would be reduced significantly on this basis.
A, review of the soils maps'indicat that an extensive
proportion of thepropertymay encounter difficulty supporting
drainfi.eld disposal duty to shallow soils, poor soils, excessive
slopes and ground water levels near the I akey. An extensive
detailed sails investigation has net been performed. Based on
experience and comparison with similar land tracts, it is likely
that Health Department approval for 'subsurface disposal would be
with -hold for a significant proportion of the sites.
C. PRIVATE UTILITIES
A third alternative for utilities service is a central water
supply and sewage collection and treatment system owned and
operated by a ;licensed private utility company.
This approach would provide for water supply from several
deep wells and central storage and distribution. Wastewaters
would be collected and transported via a central system to a
waste ,treatment plant serving the entire project.
D. PROPOSED :FACILITIES
It is proposed that of the three alternatives, a private.-
1_1t i 1 i ty be chosen and become the, basis for development of the
property to allow for the ]and's highest and best use.

D. Proposed Facilities'
C Con' ¢ 3
This would also support a viable - stable neighborhood,
maximize flexibility and assure protected ground and surface
water supplies and provide a responsible vehicle for service
to the eventual homeowners.
Although publicfacilitiesmay eventually be extended to
the property, the timing of such extensions is unknown and
the immediate cast is prohibitively expensive to the
developing company and consequently to the ultimate home
buyer. It is recommended however, that all facilities be
designed: and built so as to minimize the difficulty in the
integration of these facilities into a public system when
such extension becomes feasible.
The use of intensive single `family septic tanks for the
property is not recommended even at lower densities. The
potential for pollution of ;ground water and surface water
would be significantly increased with the extensive use of
sub surface disposal over the tract:
Private facilities, including a private waste treatment
plant are recommended on the basis that they will allow more
control over potential pollution in that treatment
efficiencies can be monitored and corrective action taken
whenever necessary, whereas septic tank failures may not be
Immediately detected. Repair of drsainfield failures
frequently simply move problems to the 'reserve area"
included with the original design, and if so, then' leaves the
homeowner with no other method of treatment` when the
available lot area for disposal is depleted.

V. PROPOSED DISCHARGE
A. RECEIVING WATERS
Based on a development plan utilizing a private utility and
treatment plant a National Pollutant Discharge Elimination System
(NPIKE S) Permit for discharge of treated effluent to Lake Wylie!
has been prepared. During the permit application period, the NC
Division of EnvironMOntal Managemnet wi I I prepare. a "Waste Load
Allocation".
The purpose of the waste load allocation is to generate,
based on the characteristics and intended use of the receiving
stream, a set of effluent standards to be included in the NPDES
permit. A part of the allocation procedure is the generation of
stream flow data by the US Geological Survey for the specific
discharge point on Lake Wylie.
The resultant required treatment I imits ostabl ished by the
waste load allocation process are dependent on the stream flow
thus determined by U.S.G.S., the physical characteristics of the
stream, and the stream's classification of use by NCDEM. Lake
Wylie is classif ied for potable and recreational uses and des i gn
of all facilities will be based upon the preservation of the
water quality of the Lake.
B. IMPACT OF PROPOSED DISCHARGE
The intent of the NPDES permitting process is to protect the
receiving stream while simultaneously allowing discharge of
treated wastewaters for various land use including residential
development. Tho waste load allocation described above
establishes a degree of treatment required by the proposed plant
to minimize impact to the stream and allow for it's continued
present use. The allocation basis for stream flow is dependent
on statistical low flow figures to maintain stream quality during
low.flcaw periods. Thus, in general, the lower the stream flow
observed during drought per rods, the higher the degree of
treatment. required. In instances of extrome, low stream flows,
application for permit is denied.
The extent of the body of water comprising Lake Wylie and
size of the drainage basin above the point of proposed discharge
is sufficiently large that it is anticipated that secondary
treatment standards wi I I bt-, proposed.

Impact of Proposed Discharge
(Con't')
The following sections describe in more otail the
facilities proposed. It should be noted that although the NPDES
permit now applied for allows for the discharge of treated
effluent, an "Authorization to Construct"' must be obtained prior
to construction and detailed plans and specifications must be
approved by NCDEM to obtain the Authorization.

V1. WASTEWATER TREATMENT FACILITIES
A. PROPOSED TREATMENT PROCESS
Due to the necessity of protecting the Lake Water Quality
for drinking water and recreational uses, the proposed treatment
plant will include several treatment processes. A Treatment
Process Flow Schematic is presented as Figure 5. The primary
treatment process will be biological assimilation of the domestic
wastewaters under aerobic (in presence of oxygen) conditions to
climate sewage odors.
It is anticipated that the development will occur in phases
as market demand dictates. It is necessary for proper operation
that the treatment facilities also be phased. This construction
phasing allows for a better matching of plant capacity with
sewage flows and increased long term flexibility of operation.
B. DESCRIPTION OF PROPOSED TREATMENT FACILITIES
B-1 General
The proposed treatment plant will include multi -stage
treatment of domestic wastewaters generated from the subdivision.
Construction of the plant will occur in pahses provideing an
eventual Multiple Path treatment train for increased operational
flexibility. Plant component processes are shown on the Process
Flow Schematic (Figure 5) and a Preliminary Basis of Design is
included as Appendix A.
B-2 General
Based on preliminary site evaluation of topography an
influent pumping station will be required to "lift" wastewaters
from the elevation of the influent gravity sewer line into the
plant. All plant mechanical components will be located at -an
elevation above the 100 year flood level. The station will be
equipped with dual pumps for back-up capability in the event of a
pump failure. Controls will provide audible and visual alarms
for pump failure to alort oper-ators.

B. Description of Proposed Treatment Facilities
(Con't.)
B-5 Flow Diversion Station
Following the influent pump station, a flow diversion
system will be installed to allow splitting of flows as
additional plant phases are constructed and to provide the
plant operating staff flexibility in control of flows during
repairs or maintenance.
B-4 Flow Equalization
It is anticipated that flows will be received at the
plant with typical diurnal variations which tend to create
peaks or surges during high use periods i.e. early mornings
and around the dinner hour. To eliminate the impact of these
surges on the plant and maintain average flow conditions, a
flow equalization basin will be installed. Dual pumps will
feed the main plant from the equalization basin at a constant
rate equal to average flow. The level in the equalization
basin will thus vary, increasing during peek flow periods and
falling during lower flow periods. Pump controls will be
equipped with high level alarm to 'signal any pump failure.
S-5 Aeration and Settling
The primary component of treatment for the plant will be
the main aeration basins followed by the Settling flanks.
Although these processes, aeration and settling, occur in
separate basins or tanks, they operate together to accomplish
the principle treatment step in the plant.
In the 'aeration basin, wastewaters are retained for a
minimum of twenty four hours, mixed, and combined with large
volumes of air from the aeration blowers, to allow naturally
occurring bacteria to assimilate the waste. The operator
will be provided facilities to vary the amount of air and
mixing and the volume of activated sludge recycle. Sludge
recycle refers to the process whereby solids containing
"activated" or acclimated bacteria are returned to the
aeration basin from the settling tanks. In the settling
hanks, a quiesient area, solids in the treated wastewaters
are allowed to settle out and clarified liquid passes to the
next treatment step.. Settled solids are either pumped to the
aeration basin to enhance and control the treatment or are
wasted to a sludge digestion tank, where it is aerated and
stored until taken oft -site for ultimate disposal.
:

B. Description of
(Con't. )
proposed Treatment Facilities
-6 Chlorination Disinfection
Following aeration and settling, the clarified effluent
will flow into a disinfection tank where chlorine will be
added to kill any deliterious'bacteria. A minimum of thirty
minutes detention will be provided to allow "'contact" time
for reaction of the chlorine with the waste flow.
-7 Dual Mediae Filtration
The next treatment step will provide dualmedia (sand
and anthracite) filtration to filter out, any suspended solids
not captured in the settling` tanks. This step will assure
production of an effluent with minimal waste solids. Also in
the event of a plant upset in the aeration -settling tanks,
excess solids can be returned to the aeration- basins after
capture on the filters to regenerate the treatment process
and protect the plant against discharge of partially treated
wastewater.
Backwash pumping facilities will be provided; with
automatic controls and alarms to -automatically backwash and
clean the filters at the appropriate time. Solids captured
n the filters will be returned to the treatment process via
the equalization basin to prevent surging of the aeration
basin.
B-8 Past Aeration
Following filtration the effluent will flow through
additional tankage providing approximately 15 minute retention
and aerated to elevate the dissolved oxygen level of the
effluent and dissipate excess chlorine from the disinfection
process. Elevating the dissolved oxygen content will help to
assure that the treated effluent places no adverse impact on
the receiving stream.
B--9 Ef f l bent Flow measurement and Sampling
The final components in the plant will include flaw
measurement to assure that the plant is not hydraulically
overloaded and assist the operator in diversion of flows. A
sampling station will provide a permanent access for sampling
of effluent for testing purposes to assure the plant is
meeting it's permit requirements..
-10 Sludge H61ding
The! aeration --settling treatmentprocesshill gradually
produce excess solids, the natural result or by-product of
the treatment. These solids will be periodically wasted out
of the treatment system and stored in an aerated sludge
holding tank where digestion and treatment continues until
the solids are transported off site for ultimate disposal.

B. Description of Proposed Treatment Facilities
(Con' t. )
B-ii Stand-by Power
In the event of a power outage, it will be crucial to
maintain: a level of treatment. Stand-by power will be
provided to operate one of the influent ;pumps to eliminate
the potential for overflow of the station and one of the
aeration blowers to; maintain aerobic conditions in the
aerationtank. A power outage will mean that water supply
will be discontinued since wells will supply the pro;ject's
water supply, thus flow to the plant will also'gradually stop
with depletion of the water st's water storage tanks.
B= 2 Plant Site
The treatment plant site will contain several acres of
the project to provide a buffer between the plant and new or
existing homes. In addition the plant will be completely
fenced for security.
To provide for possible future plant expansion and/or
upgrade, excess land will be provided within the plant site.

V11. OWNERSHIP, OPERATION AND MAINTENANCE
A. OWNERSHIP OF UTILITIES
It is intended that the water and sewer systems to be built
to serve the project be conveyed entirely including land into the
ownership of a private utility company. The utility company must
be duly licensed and regulated by the NC Utilities Commission.
The company must demonstrate the financial and physical ability
to properly respond to the eventual homebuyers and regulatory
agencies.
B. OPERATION AND MAINTENANCE
The private utility company must be able to demonstrate past
success in the operation of similar facilities and must maintain
staff of licensed operators holding valid certificates
commensurate with the 0OMpl(?XitY Of facilities to be operated.
The utility must be able to respond within a regulatory required
time period to any emergency.
The utility will also be responsible for continuing
maintenance of the plant. A stock of normally required spar( ---
parts will be supplied during construct -ion and should be
replenished as necessary by the utility.
C. ENFORCEMENT OF WATER QUALITY STANDARDS
The NPDES permit will provide for monitoring of the
performance of the waste troatment plant by the utility company.
Monthly reports of plant flow and performance must be submitted.
In addition, periodic non -announced site inspections and sampling
will be performed by representatives of the Regional Office of
NCDEM.
In the event the utility company fails to comply with avh*y-of
the provisions of the plant permit, NG and Federal law pro*de
for enforcement action and possible fines of up to $10,000.00-per
day per violation.
D. NPDES PERMIT RENEWAL
The NPDES permit will be issued for a period of five years.
NCDEM reserves the right to modify, change, or make more
stringent the permit requirements at the time of permit renf�wa I
based on changes in sitr, cunditions, stream conditions and
performance of the plant and utility.

Vlll SUMMARY
:resent Land & Timber Corporation proposes to develop a new
site in southwestern Mecklenburg County. The project to contain
approximately 2SO acres will be served by central water and
sewer facilities. Water facilities are proposed on; the basis of
a central well supply, storage, and water distribution.
Wastewater facilities proposed include a central sewage
collections system and a waste treatment plant with discharge, of
treated effluent to Lake Wylie.
An NPDES permit has been applied for the discharge and the
proposed plant will be sodesigned and constructed to
consistantly achieve the degree of treatment required by the
permit. The plant will be awned and operated by a private'
utility company to assure responsiveness to homeowners and
regulatory agencies, and preserve the present environmental
quality of the area..

APPENDIX - A
WASTEWATER TREATMENT
FACILITIES
TULLOH COVE - WASTE
TREATMENT PLANT
1. Development Description
Type
Subdivision including;
Commercial -Retail
Location
Mecklenburg County
Number .of Acres
Type Dwellings
250+
Single Family and Multi -Family
Type Waste
Domestic
2 Process of Design
Projected Flaw Per Unit
360 gpd
Projected Avg. Daily Flaw
600,000_gpd
Wastewater Characteristics
B D
200 m /1
TS
200-250 mg/l
NH N
25-30 mg/l
Discharge Stream
Lake Wylie
Effluent Limits (Anticipated)
BOD
30 g/l
TS
30 mg/1
D(}
5 mg/1
PH
6-9 SU
Fecal. Coloform
100/100 ml
3. Treatment Process Components
Preliminary Treatment
Influent Pumping
Rough Screening, Influent
Flow Equalization.
Secondary Treatment
Extended Aeration --Modified
Activated Sludge, Secondary
Clarification, Sludge Re-
-
Cycle
Disinfection
Chlorination - Gas
Solids Handling
Aerated Sludge Holding Tank
Final Treatment
Tertiary,Filtration
Post Aer�.tion

F. PLANT COMPONENT DESIGN 13ASIS
1 Rauch Ccreenina;.
Type
Bar Size & Spacing
Ccreenina Area
:2) Flaw Caualization
Type
Tank
Volume
Air Supplied
Blower —Size
Number
Pumps
Type
Number
Capacity
Drive t§ize
) Biological Treatment
Type'
Aeration Tank
Volume
Detention
Free Board
Air Supplied
Blowers
Type
Number.
Capacity
Drive Size
(TYPICAL FOR EACH OF 3 PHASES)
Manual Inclined 45
/ 't Diameter x I" Clea
. Z, SF
Aerated, ,Variable Level'
40,000 Gallons
150 CfM @ 5 psi.
T.5 HP, 460 Volt, 3 Phasa
Two
Submersible -
Two
14 gpm @ 1 ' TII
7.5 HP, 460 Volt, 3 Phas(
60 'Hertz
Extended Aeration
24 Hour Detention
200,000 Gallons
24 Hound
12 Inches
c ml l meal foot
Positive Displacement
Two
9O0 Cfm G 5 Pei
40HP, 230 Volt, 3 Phase
60 Hertz
e;

4)
Settling
Tan k
Number
One
Type
Mechanical
Volume T tl
3.r t}Ot) °ta13 tJTls
Freeboard
l "
Overflow Rate
250 gpd/ f
CdAverage Rate
Detention 0 Average Flaw ,
4. 2' 'Hours
Sludge Return
Type
Air Lift Pump
Number
Two, One Each Clarifier
Capacity
o-15o7. of Design Flaw
Pipe Size
6 "'Diameter
Scum Removal & Recirculation
Type
Airlift Surface Skimmir
Pipe Size
311 Diameter
5)
Chrlorination
Tank
Volume
5000 gallons
Detention
30 Minutes - Minimum
Chlorinator
Type
Gaseous - Dual V-Notch
Capacity
I00 4/day
6
Post Aeration
Tank
Volume
5000
Detention (w/o backwash)
30 Minute ;
Air Supply:
l cfm/lineal -foot
i>
Sludge Holding Tank
Tank
Volume -Total
20,000 Callon
Air Supply
l cfmtlineal foot from
Main Slower
8>
Flow Mea.oueina
Primary
45 V®No.Lc9
Weir -Type
Instrument
Flaw Totalizer and
Recorder. Float Actuate

9) Tertiary
Fter
Type
Dual. -=Medial (Gravel, Sand,
Anthracite), Gravity
Number
Two
Di'a erter
71 101 Each.
Filter Area
-Total
70 sf
Backwash
Type
Water pressure & Air Scour
Reverse 'FLow
Number of
Pumps
Two
Backwash
Rate
15 gpm Min.
Backwash
Duration
15 gpm/sf
Backwash
Volume
8,000 Gallon
Backwash
Tank Volume
2 Backwash Cycles
16,000 Gallons

R
I MELr.._.,.. L;t.�.G r.LI-EF, r;., 7 VE t A. ,'EL fay2..A[ SYSTEM td: �GOt i-:?2o 01 ✓' °'
2 MECKLENBURG ` #1 ME RADA _NC:7002,5771 01 04/02/64
3 MECKLENBURG AMERICAN CYANAMID -CHARLOTTE NC6040690 01 06/15/83
4 MECKLENBURG A;#OCO OIL- CO. - :PAW CREEK NC0005105 01 10/01/06
`_i MECKLENBURG AMPLATE ItCOT""PURATED NC0063i3A 01 / /
6 MECKLENBURG ARMOUR FOOD COMPANY NC0005517 01 05/16/83
7 MECKLENBURG ARMSTRONG CORK -CHARLOTTE NfiuO02 3274 01 05/22/86
8 MECKLENBURG AVIATION METALS, INC.. NC0'065046 01 ! /
9 MECKLENBURG BEDCO INDUSTRIAL PARK 14CO063843 01 07/ 4/86
i 0 MECKLENBURG BERSTORFF Cp1ePORATION NCO045861 01 03/21 /86
i MECKLENBURG DIZZELL RESIDENCE (HARRY) RETURN178 01 O.;/06/85
�12 MECKLENBURG BLAKENEY HEATH VENTURE COMPANY NCO063801 01 11/22/85 / 'ov-0
13 MECKLENBURG BOB MCLEMORE HOMES NCO065749 01
A MECKLENBURG BOB MCLCMtik'tC. HOMES--FARMWOOD NCO065773 Oi 08/20/86
i5 MECKLENBURG BOHTE RESIDENCE (JERRY J.) RETURN08 •Oi 03/28/83
16 MECKLENBURG BURG -WARNER, £YRON JACKSON POP RETURN 41 01 / /
17 MECKLENBURG BOYS TOWN OF NORTH CAROLINA NCO03 541 01 03/12/82
S E C O N D A R Y K E Y S E L-E C T 1 0 N
RETRIEVE TRANSACTION:' NPDES LIST COU14TY
OPTION: F TRXi 6NC KEY: HECK)
SELECTION: PRESS ENTER -TO'DISPLAY ADDITIONAL SELECTIONS
COUNTY FACILITY NAME PERMIT TC ISSUE DATE
18 MECKLENBURG BROWN RESIDENCE (ROLAND L) RETURN014 01 11/20/81
9 MECKLENBURG BSR PRODUCTS, INC. NCO066605 .01 ! /
20 MECKLENBURG BURNETT CONSTRUCTION CO.,INC. NCO063894 01 08/27/86
21 MECKLENBURG CARMEL CENTER NCO00857 01 02/i8/85
2 MECKLENBURG CAROLINA WAT.. SERV.-FOREST RID NCO029i8.i. 01 05/22/86
23 MECKLENBURG CAROLINA WATER S R-BEATTIES FD NCO031488;- 01 00/22/86
24 MECKLENBURG CAROLINA WATER SER-ST"PLECHASE NCO040 5001 0/22/84
25 MECKLENBURG CAROLINA WATER SERVICES OF NC NCO056774 '01 07/08/85
26 MECKLENBURG CARR RESIDENCE (THOMAS F.) NC0055573 01 04/08✓83
27 MECKLENBURG CHARLOTTE FIRE TRAIN. ACADEMY NCO060453 01 04/01/85
28 MECKLENBURG CITGO PETROLEUM +- PAW CREEK' NGO02i962 01 08/08/84
29 MECKLENBURG CITY OF CHARLOTTE -DISCOVERY PL NCO045811 0i 10/01/04
30 MECKLENBURG` CLOROX`COMPANY NCO00662? 01 `` 04/01/83
31 MECKLENBURG CMUD-IRWIN CREEK NCO024945" 01 04/30/85
32 MECKLENBURG CMUB-MALLARD CRK;WWTP N 003020 01 I !
33 MECKLENBURG CMUD-MCALPINE CREEK WWTP NCO024970 01 06t24/85
34 MECKLENBURG CMUD-MCDOWELL CREEK UWTP NCO036277 01 0 /09/85
S E C O N D A R Y K E Y` S E L :E C T I 0 N
RETRIEVE TRANSACTION: NPDES LIST COUNTY
OPTION: F TRXz 6NC KEY: HECK>
SELECTIONS PRESS ENTER TO DISPLAY ADDITIONAL SELECTIONS
COUNTY FACILITY NAME PERMIT TC ISSUE DATE
35 MECKLENBURG CMUD-SUGAR CREEK'WW,TP NCO024937 01 06/24/85
36 MECKLENBURG COLLEGE INVESTMENTS OF NC, INC RETURN25tO 01 J /
37 MECKLENBURG COLONIAL PIPELINE - PAW CREEK NCO031038 . 01 - 05/28/f32
38 `MECKLENBURG COMBINED AERICA PROPERTIES NC0068i79 01
35 MECKLENBURG CONSOLIDATED FREIGHTWAYS NCO060356 01 02/03/85
40 MECKLENBURG CONTROLS SOUTHEAST INC NCO048046 "01 !
41 MECKLENBURG CORNELIUS CENTER ASSOCIATES RETURN185 01 06/26/85
42 MECKLENBURG CROW CHARLOTTE RETAIL t2, LTD. DENIAL036, 01
43 MECKLENBURG CROW CHARLOTTE RETAIL 42, LTD;.. NCO063789 01 10/22/86
44 MECKLENBURG CROWN CENTRAL PETROLEUM CORP., NCO046531 01 06/20/85
45. MECKLENBURG CWS SYSTEMS INC.. - LAMPLIGHTER NCO025259 01 05/22/86
46 MECKLENBURG CWS, INC.--EARMWOOD 20 6'24 NCO064602 01
47 MECKLENBURG DELLINGER RESIDENCE (ROBERT) NCO057215 01 09/12/83
48 MECKLENBURG DELTA AIR LINES INC NCO030929 01 05/ 6/8
49 MECKLENBURG DOC - MECKLENBURG II CO. SUB. NCO027804 01 02/11/82
50 MECKLENBURG DOUGLAS MUNICIPAL AIRPORT NCO05i454 01 10/29/82
51 MECKLENBURG DUFF NORTON CO. -CHARLOTTE NCO006599 '01 '10/17/84
S E C 0 N D A R.Y K E Y S E 1. E C T S 0 N
RETRIEVE TRANSACTION_ NPDES LIST COUNTY �
OPTION: F TRX: 6NC' KEY: HECK>
SELECTION: PRESS ENTER TO DISPLAY ADDITIONAL SELECTIONS
COUNTY FACILITY NAME PERMIT TC ISSUE DATE
52 MECKLENBURG DUKE POWER CO., `1CGUIRE S.E. NCO024392 01
53 MECKLENBURG DUKE POWER CO., TRAIN. CENTER NCO026:255-'01 / !'
54 MECKLENBURG DUKE POWER Co., WATER OPER°NS RETURN127 `01 03/02/84
55 MECKLENBURG EASTERN SUNBELT, INC. DENIAL032 01 13/22/85
56 MECKLENBURG ELBERT REALTY CO.,INC. N 00574i0 01 /
57 . MECKLENBURG ENDERBY DEVELOPMENT ASSOCIATES NCO059579 . 01 03/19/85
58' MECKLENBURG ESLON THERMOPLASTICS NCO040347 01 O 11&1L34
9 MECKLENBURG EXPOSAIC, INC. NCO067792 01, / t"
60 MECKLENBURG EXXON CO -PAW CREEK NCO004839 01 05/31/85
61 MECKLENBURG FORSHAW CHEMICALS INC NCO039120 01 06/07/03
62 MECKLENBURG GENERAL TIRE-cUA3PLOTTE NCO604600 01 t J
63 MECKLENBURG GLEN-CROFT(LID. PARTNERSHIP) RETURN139 01 07/2 /84
64 MECKLENBURG GNC ENERGY CORPORATION NCQ047163 01 08/01/04
65' MECKLENBURG GOUGH ECON, INC. NCO058004 01 10/17/84
66 MECKLENBURG GULF TERMINrlL--PiW CREEK NCO066761 01 07/01/06
67 MECKLENBURG H.V.A.C. FILTERS INC. NCO040576 01 i1/07/85
68 MECKLENBURG HARBOR ESTATES PARTNER'SHIP NC006; 060 01 03/03/0
S E C O N D A R Y K F® Y S E L E C T I 0 N
RETRIEVE TRANSACTION: NPDES LIST' COUN"iY
OPTION: F TRXz 6NC KEY: MOCK}
SELECTION: PRESS ENTER TO DI PLt ;` t)DDITIONAL SELECTIONS
COUNTY FACIL11Y Ni)hlt- PERMIT TC ISSUE DATE
69 MECKLENBURG HUNTER( JERSEY FAr-'Ci
MS NCOC}Ci,690 01 06/25/04
70 MECKLENBURG INTERCONTINENTAL, PLIRO NE0045926 01 10/05/79
7 1 - MECKLENBURG J. R. S. ENTERPRISES, INC. NC:0062 171 01 'li/22/O5
72 MECKLENBURG JOHN CROSLAND CO —SIX MILE CRK. RETURN:"_56 01
73 MECKLENBURG JOHN CROSL#)ND COMPANY NC0050106 01 04/10/134
74 MECKLENBURG KAYO 01L CO. -JET MART NCO065072 0i
75 MECKLENBURG KEY, t71 02/07/04
76 MECKLENBURG KNO'WLES API. -CONDOS NCO057746 01 03/02/031
77: .MECla-FNTtuAr 1 AVS7 Mt:ttt.T MLITP ""hell. I — I J

59
MECKLENBU:,L=
LXi USAIC,
tNC0t4;� ,'92
0"1
60
MECKLENBURG
EXXON-CO-PAW CREEK'
NCOt704#I39
Of
05J31/85
61
MECKLENBURG
FORSHAW CHEMICALS INC
NC0039128
01
06/07J03
62
MECKLENBURG
GENERAL TIRE -CHARLOTTE
NC000=1600
of
/ /
63
MECKLENBURG"
GLEN-CRO T(LTD. PARTNERSHIP)
AETURNI39
01
07 •'»7/04
64
MECKLENBURG
GNC ENERGY CORPORATION
-iCO047163
01
08J81/8-1
65
MECKLENRURG
GOUGH CCON, INC.
NCOO58084
Oi
10Ji7/84
66
MECKLENBURG
GULF TERMINAL -PAW CREEK
NCO06676i
01
07J01/86
67
MECKLCNE:URG:
H-V.A.C. FILTERS INC.
NCO040576
01
11/07J05
68
MECKLENBURG",
HARBOR ESTATES PARTNERSHIP
NC0063860
Oi
03 03J86
S E C O N
D A R Y K E Y S E L E C T I
0 td
RETRIEVE TRANSACTION.
NPDES LIST COUNTY
OPTION: F TRX: 6NC
KEY: ME:CK7
SELECTION:
PRESS ENTER TO DISPLAY ADDITIONAL SELECTIONS
COUNTY
FACILITY NAME
PERMIT
TO
ISSUE DATE "
69
MECKLENBURG
HUNTER JERSEY FARMS
NCO0056'70.
O1
06/25J84
70
MECKLENBURG
INTERCONTINENTAL PETRO
NCO045926
Of
10J05/79
71
MECKLENBURG
J. R. S. ENTERPRISES, INC.
NCOO6217i
Of
iiJ22J85
72
MECKLENBURG
'JOHN CROSLAND CO. -SIX MILE CRK
RETURN256
01
J 1
73
MECKLENBURG
J014N CROSLAND COMPANY
NCO058106
01
04Ji8/84
74
MECKLENBURG
KAYO OIL CO. -JET MART
NCO065072
O
J 1
75
MECKLENBURG
KEY MHP-HUNTERSVILLE
NCO637095
0i
02J07/84
76
MECKLENBURG
KNOWLES APT. -CONDOS
NCO057746
Of
03/02J84
77
MECKLENBURG
'LAKE MOUNT UWTP
NCO064432
Of
J -/
78
MECKLENBURG
LAKE UYLIE CONDOMINIUMS
NCOO64785
Of
10/22J86
79
MECKLENBURG
LANGSTON ROAD WWTP
NCOO6444i
Of
J J
80
MECKLENBURG
LEE CONSTRUCTION COMPANY
NCO056669
Of
iiJ07/85
8i
MECKLENBURG
LEWIS GROUP (THE)
NCO067644
01
r' /
82
MECKLENBURG
LOPATA RESIDENCE (F. A.)
NCO06385i
of
iiJi5J85
83
MECKLENBURG
MARATHON PETROLEUM CO.
NCO0462i3
01
OBJOiJ84
84
MECKLENBURG
MARINERS WATCH
NCO068705
Of
J J
85
MECKLENBURG
MARTIN MARIETTA-ARROWOOD
NCOOO5436
01
07/01J83
S E C 0 N
D A R Y K E Y S E L E C T I
0 N
RETRIEVE TRANSACTION: NPDES LIST COUNTY
OPTION: F TRX: 6NC KEY: HECK>
SELECTION: PRESS ENTER TO°DISPLAY ADDITIONAL
SELECTIONS
COUNTY
FACILITY NAME
PERMIT
TC
ISSUE DATE
86
MECKLENBURG
MARTIN MARIETTA-CHARLOTTE
NCO005428
Of
01/03J83
87
MECKLENBURG,
MARTIN MARIETTA-MALLARD CREEK
NCO065951
Of
J J
88
MECKLENBURG
MCDOWELL'PARK WWTP
NCOO29220
01
08J22J84
89
MECKLENBURG
MECKLENBURG CO SCH-RAIN
NC0033332'
of
08J26J83
90
MECKLENBURG
'MECKLENBURG CO SCH-DERITA
NCO033375
01
08/26/83
91
MECKLENBURG
MECKLENBURG CO SCH-J. H. GUNN
NC003334i
01
08/26JP3
92
• MECKLENBURG
MECKLENBURG CO SCH-NEW BERRYHI
NC002871i
Of
06J06/64
93
MECKLENBURG
MECKLENBURG GO SCH-NEWELL
NCO033278
Of
08J26JB3
94
MECKLENBURG
MECKLENBURG GO SCH-CLYMPIC✓STE
NCO033359
Of
04J30J82
95
MECKLENBURG
MECKLENBURG CO SCH-RANSON JR H
NCO033308
01
04J30J82
96
MECKLENBURG
MECKLENBURG FAIR LTD.
NCO050571
Of
02J21J85
97
'MECKLENBURG
MID SOUTH WATER SYSTEMS. INC.
NCO067920
Of
/--J
98
MECKLENBURG
MID SOUTH WATER -OXFORD GLEN/RE
NCO063584
01
04J02J86 dk'r
99
MECKLENBURG
MIDREX CORPORATION
NCO04i742
01
08J17J83
100
MECKLENBURG
N. C. AIR NATIONAL GUARD
RETURN079
Of
01J28/83
10i
MECKLENBURG
NATIONAL TERMINAL�CORP
NC00459iS
01
10J0 J84
-102
MECKLENBURG
NORTHPARK BUSINESS PARK
NCO063380
01
-02J21/86
S E -C O N"D'
A R Y K E Y S .E L E C' T I
0 N
RETRIEVE
TRANSACTION:
NPDES LIST COUNTY
OPTION:
F TRX: 6NC
KEY: HECK)
SELECTION:"
PRESS
ENTER TO DISPLAY ADDITIONAL
SELECTIONS'
COUNTY
FACILITY NAME
PERMIT
TO
ISSUE DATE
103
MECKLENBURG
PHILLIPS PIPE LINE - CHARLOTTE
NC003289i
Of
02J05J86 '
104
MECKLENBURG
PIEDMONT AIRLINES
NCOO40363•
01
08J31J82
105
MECKLENBURG."
PIGG RESIDENCE (BENNY R.)
NCO065421
Of
05J22/86
106
MECKLENBURG.
PRICE DEVELOPMENT
RETURNi84
01
J 'J
107
MECKLENBURG
PROVIDENCE PLACE. INC.
NCO068047
01
J J
108
MECKLENBURG
QUEENS HARBOUR CONDOMINIUMS
NC0062383
Of
10/25/85
109
MECKLENBURG
REUNION LAND COMPANY
NCO064559
0i
J
110
MECKLENBURG
SHELL OIL CO -CHARLOTTE
NCO046892
O1
e J
iii
MECKLENBURG
SMITHFIELD INDUSTRIAL PARK
NCOO6718i
01
112
MECKLENBURG
SODYECO, INC.
NCO004375
Of
05J13/83
**.-11,3
MECKLENBURG
STEEL CREEK SHOPPING CENTER"
RETURN261
01
J J
114
MECKLENBURG
SUMMIT VIEW WWTP
NCO067202
01
1 J
145
MECKLENBURG
SUNSET, GROVE MHP
NCOO25i94
Of
08/31/84
fib
MECKLENBURG
TEXACO - PAW CREEK
NCO022i87
Of
06J"28J05
117
MECKLENBURG
TEXAS CITY REFINING
NCO004723
Of
10/01/84
ii8
MECKLENBURG
THE COVE
NCO05813i
01
05Jit/84
119
MECKLENBURG
THE HIDEAWAYS
NCO057401
01
/
S E C 0 N D A R Y K E Y S E L E C T I 0 N
RETRIEVE TRANSACTION; NflDES LIST COUNTY
OPTION:
F TRX: 6NC KEY: MECK)
SELECTION:
PRESS ENTER 10 DISPLAY ADDITIONAL
SELECTIONS
COUNTY
FACILITY NAME
PERMIT
TO
ISSUE DATE
120
MECKLENBURG'
TILLCTT CHEMICAL INC
NCO048607
01
✓
.121
MECKLENBURG-
TRAMMEL CROW COMPANY
DENIAL020
01
09/27J85
122
MECKLENBURG
UNION CARD IDE-CHARLOTTE
NCO0042-19
01
04/03J04
123
MECKLENBURG
ORION CHEMICALS -UNION OIL OF C
NCO03i232
01
/ J
124
MECKLENBURG
UNION OIL CO-F,Awl CREEP P
NCO02 971
01
12J14/B4
125
MECKLENBURG
UNITED SYSTEMS COMPANY
NCO063932
01
01 /22/86
126
MECKLENBURG
V.I.P, DEVELOPMENT, INC.
NCO060144
0i
J
127
MECKLENBURG
VULCAN MATERIAL CO. PINEVILLE
NCO041475
01
i0J30/85
128
MECKLENIgJR;
WATERCO INC
NCO050636
01
05J28/82
129
MECKLENBUKG
WESTINGHOUSE -- CHARLOTTE TE
NCO005709
01
00/0:2/83
130
MECKLENBURG
WRIGHT RESIDENCL (RONALD)
NCO066656
01
/ f
131
MECKLENBURG
YAGER t, Y(,GLF CONSC. CO.
NC0063070
01
07/24/06
132
MECKLENBURG
YAGER RES11;ENCE (DE=XIER)
NCO067003
01"
133
MECXLENDURG
YELLOW FREIGi{1SYSTEM INC
NCO036706
01
Q3J3 /0?
13,4
MECKt'ENVURG
YOPP (IRA) 4 iESSEY (DOROTIY)
NCO065927
01
/ 1
135
MITCHEL_
BAKERSVILLL WWT , TOWN OF
NCO02!5461
01
09/01/04

APPENDIX - C
UTILITY COMPANY LISTING
The following is a representative listing of private
utility companies presently active in the project area in the
ownership and operation of similar systems. The listing is
not intended ' to infer that these: are the only companies
qualified nor an a recommendation of ownership:
. Carolina Water Service Inca of NC
(Mr. Carl Daniel) [phone]
:2. Mid -South Water Systems, Inc.
(Mr. Carroll Weber) (704) 4 - 78
3 Burnett Utilities
(Mr. William Burnett) (803) 69-0130
[phone]
4. R yco"Utilitie's
(Mrs. Rachel Stegner) (704) 788`-9497

PROJECT SITE
r
P
� � � � �M ago � ��a• �
y� Y
21
07
16
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4
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/f
N
d MEC K LENBU) cou'v )'",
YtJR7t'
a
a
•
CRESENT LAND a TIMBER CORP VICINITY MAP LanbDesign._.
YORK ROAD @ LAKE WYLIE N.T. S. Engineering Services, Inc.
1700 East Boulevard Charlotte, NC; 28203

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+f.ar C
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y
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a
CREENT LAND & TIMBER CORP.
LanODes!o—
YORK ROAD @ LAKE WYL.IE TAX MAP Engineering Services, Inc.
1700 East Boulevard Charlotte, NC 2 202

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CRESENT LMD a TIMBER CORR IVIAF-1� LanbDesio
YORK 'ROAD @ !_AK WYLI SOILS Engineering Services, Inc.
l.T" . 1700 East Boulevard Charlotte NC 28203

1 FROM OL Ev."; Ion. u
INFLUENT TaHt' ii"t"hTIC'=1
,,—N rtOW DIVERSION STATION
€ I t scow EQUALIZ& ION t t
00 BASIN
STANDBY f9l"
i} I
EI FOx nATscua
Arm II r
t
'XUfAT100
�JFACILITIES
AM&
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La�
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s
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XMIATION
L� L;
L
now
I
MANHOLE
800' INTO LAKE WYL1
CRAB NT LAND 81 TIMBER CORP TREATMENT
YORK ROAD @ LAKE WYLIE

POINT O1=,� ' ti
DISCHARGE
DWE POWER COMPANY
SEE L '8 FOR
rOrAL AC. UNDER WAFER
, FRELIMI<+SARY
PLAINT SITE6.6AC,4:f
231
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CRESENT LAND & TIMBER CORP. PRELIMINARY
YORK ROAD C LAKE WYLIE SITE PLANEngineering Services, Inc.
1700 East Boulevard Charlotte, NC 28203

RECEMO
15620
JUIN 1 1089 nAfRLOT-FE,
CHATPIELD DRIVE
N. C. 28217
MwiftWO? may ?0,
NoW
Mr. Authur Hounerry, Super isor
Permits & Engineepong Section
Dim,sion A Environmental Manaqiement..
Raleigh, N. C, 21611
Dear Mr. Mouberr�T
Re: Tulloch Ccve Wastewater Treatment
Plant
Crescent Lana & Timber
NFDES Permit No. N11007504?
i have received the notification
of intent
to issue a
permit for tne above Oted wastewater
t-eatment
plxnt
1 object to the issuance of the
permit Dr; too
grounds that
proliferation oi sucn permits
a occurring
without a master
environmenta: plan 4c- the emzire
lake. We
are in an era when
should be taking action to improwe
the quaitty
of water. There
recommend that the Divi0on of
Environmental
Management withhW
issuing additional permits intil
Crescent Land
& Timber has de'--,
a master plan for all its lake
p7operty so
that the Division ca
properix assess Ke impact o4
such plan on
the quality of the 1
water as well as other qualities
of Kts ci
area residents,,
1 respectfuliv request Hat a
pubT;c meeting
be held so that co
residents can express thair concenns.
Sincerely,
Eugene 0. Danielz,
c/c Mooresville Regional 044ice
Mecklenburg Courtx Department
c4 Env;ronmental
"notection
Mr. V,ncent S a v e
Mr. C. Mack murph''-P
Mr. chur7es warsor

✓ , W
RECEIVED
at E'NVI N N
Lf ;•
Engbeernng Sere
pp
I
t
r. Arthur Mouberry
NC Division of Environmental Mngt.
P.O. pox 2' 687
Raleigh, ;MC 27611
Re: NPDES Application
C:resont Land & Timber Corporation
York Road Site = Lake Wylie
Mecklenburg County
Dear Arthur:
On behalf of Cresent. Land & Timber Corporation we are submitting
herewith S copies of an NPDES Permit Application and supporting infor-
mation for a proposed new discharge to Late 'Wylie - Catawba River.
As shown on the enclosed vicinit.y map the site encompasses in excess
of 250 acres on the south side of NC Stu bordering the lake.. The
preIimina'ry plant siting is off Tulloch Road with discharges via a cove
to the main body of Lake Wylie.
The wastewaters generated will be only domestic in origin, generated
from residential and sommor-cri a l development. The proposed permitted
flow is 600,000 gpd.
Enclosed with the application is a Preliminary Engineering Report and
check for $250.00 for processing.
We sincerely appreciate your cooperation and welcome any questions.
Very truly yours,
ale C. Stewart, P.E.
DC S/ jap
Enclosures
cc: Rex l oason
1700 East Bodevard
Charlotte, NC 28203
704 376 7777

m
OF NATURAL PSC1i7PCNi-Gcaa r c z c� us j
NATIONAL POLLUTANT DISCI
E' ttllt A7lC}N SYSTEM
APPLICATION FOR PERMIT TO DISCHARGE WASTFW/JER
t c STANDARD FORM C --- MANUFAC`1"URiNG.ANb CONIM RQL I
SECTION I. APPLICANT AND FACI;LITY'DCSGRIPTION
Unttss olo-trwi;c Sp-'tified on this form all items arc to tat co otctcd. If afa item is -not aaoiicatiIc inditatt'N,
ADDITIONAL. INSTRUCTIONS FOR SELECTED ITEMS APPEAR IN SEPARATE INsTRUC7ION 600"`CLET A tNtw-'`"Ci Vr 0. REF..Sr% TO
eOOKL.CT BEFORE FILLING OUT THESE ITEMS:
Please Print or Type
t. C agar Name of Ppficant t ai Cresent Land & T Y (Q�TL ii
sce instruction,I a'
.;e:.,: ....
rsg faddrtst ^7i ApptTdant ... ..
nstruttions3 _
tuber G Stftt*t
Y
to
Code
caht`s Authorised Agcnt
nsiructionsp
rrtt and Title
tuber & Street Address
y
28230
Mate
A tas: _, 28230
ZIP Code
`'.' 704 382-2041
rctephone - t93f'
Area Numotr.
4. Previout APPtecat on Coda
t t a prtvtsaus application fora
Nationat or Feoceat d"cstitargc Pet-
mit eras beta made, give tnt date
Of application. Use numtrit 80 YGi O DAY designattc n for date.
I Certify that I aim famltiar with Inc informatton�containtd in this applttation And that to me best of my knowledge. and Dtittf s�
Y Wtrve. complete, and: acr-Water .
toza Vice --President - Residential
Title
Prtnted Nam, of Person Signing
II v:R Mo DAY
lozf
Oats Aopolcatton SiO"td
Signatufc of Apoi,ant nr Authortled Agent
'G E}":" " 11A � i'teTSOTi i.'Ci(7
Carolina Cne7 l StZtt_�, i'43--215.6(b) (2) a)rovi6c• �'
wl s't2ter,ent reTrirsen r. ifrr; or ce- �lr_ta.f�n r .ti. iT� iz�a re cc cat t
d ;ct se f Llf s a rF qu r _d to ei ru: ntx� fined uncicr# t.r i cJ c 1 car xt.f
i=je*,antinf; rha it ArtJc:1c,' or wlio f4r'3Si-
-ice
-ken ' w renders raccLrtfr.y r,ec.ordin, car raf,n ; rar.nS de� nr Tnctlafati c =J rf''
Tt' F—: _ -ortMentt
er tee' C � taec testae"_" r.rzlc. r: Zl or. 7 e ui, of T s rti �` . �,.
thz` t A mule, i:hzl�t 7,f, guilry c.`. I mi.-dcme r.t ratzr r
},y-j=nrisonraei:t not to er_Cceo sir: Toont}rs ; or 1 v of _.:. t � £
�• fine o rTrt MG:-R than S1�? �fr�n cr� imnr4_, am cz.r nr.t norc

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o
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term: ;l�n �.! tt3.t lasane esr
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ttn yxl4at
taCliliy wttc�ed�t-
otncr-.operattrsp
CoeS: or wttl Occur.
Y
Cna#yt(s$
105a
r nmc
4cJ
{ wnt";P (PuAllc. PfdvavcCtr
r
Jnsb
0Pt,JL3 PRV 0f3Pp
i3o n swat* and Pri+vatc) .
tr f=tdCral $=aCYfity
ct,<ro< WOCk
Cajvt I;SA <naCntofy contto,
N/A .
and
Joad
r,+cjrnac r
'j„'dCatl'on
Tullcrch Road
Street t. Ntd aer
JosC
a
Jost
City
Meck1 dhbtzrt
Joss
County
.
North Carolina
State
lash
Residential and Commercial Usage
s. ttaLurt of Sustnecs St3fa ttte
Jdca
Domestic Waste Only.
nattctre of-6e bd71int5s ConduCied
K At the Pfint-or oPCtlunit ta'Ctll y.
""
j"ta
AGENCY USE
7 EacCStty Cettake aLtr, (SCe CnStruc
$ion33 t(tdic.aJe water 1nLattc votue
•: ?
PC( day by Sources. ESiimatc
average voturne PCt day to thousand
S'llons o'er day.
g.
thousand rea,10ni Pet day "
moni6pat ct, Private water System
Yo7x
thousand gattons pet day
•fi57Cir
`
Surface water
600 thousand g3ttonSper Clay
Groundwater
Jo7c.'
thousand ,gattons Per day
J o7d,
other'
600
.
g.
Lhoas3nd nations Per. day
Ttl$St tttrx,7
1tr7a
�' "Ct:.nerc#is inC3l#e water from
t. -
. 'olOv.' sottlly t#Le source.
r. .
>
°'g,. fxCitlty Wattr Ust EstirnaL,e
r'
• "°
SveFa4t ;Olurnc Pcr day In tnou57Y10
gala o+aS Per day" for the toldUwe:rtp
-.
types. of watts usxrt it tnt f,,1,ttty.
t gGC 4n%I(vC0oo1,
t06a
thotlsa ndgattons PLt day
r oncontact CodlCngwatt,
tnovsa#td gattoni '01or day
'
tCd 6:b
..
eo to fctd water
s
Prr ttSt water (lnttudinq.Cor~taCt
td84
tnovs,nd gailons Paf day
C.e,�pllrtq wattr)
gdtd
600 'ttsotesand yatlon$ Per day '
a
jar;ta ry w#S+:r
Joe-
....,-,........-.-- tnox. "i etSllons P<r day
gtnxr i
'
r/a�n
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loaf
'rot Y, I I -inn �
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tocst
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tl lnG,<+t •$inttary•`+3at+:f eI 4KW 9ivC
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`(i aAkniiar ltr U.>rXj`{f
G1 CSP 4kU1 itl }Motoauk of Sii 1w"rip put Soruy
• pC@[�yo.Q'�.r%p-}:. C� C� kGuiMYJ ('. a">u$$Ovo
e
7
dTI
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,try
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p .` M
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bOIOWJti,%
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asfi Raua6v Jog
Aw,>5v &Moss)
volovwd/-i.k
vo/oWiXtA
tttl
'par•ksS1
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jaQ%UnN C#1
Xrw..zd )o adA.L•
Oro
uollr.r?dsr�
PaluaC3
a o
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-
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4s Xl "G t
k?r xkU3 usa t) sa5,rr4adslP a1 palrlag
$Uol1r5"d0r Pur sasvow
. N
1uapXr9#1 ddV Put %"Ua�1 1 "silty Tam!
'tYUt+kl3it.k15"-tj aaS} lliP.
i
LUs6C i'
sabiruas«P a•8r aiauX )C.
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a>X
Mot
�
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a nldn put sa5srk4>slp
Z3r1OS
1;tZU1
-
+'•`••''
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'pot
.
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'• „
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t,
Mot,
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.,.
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r2. 6C1L
,as U>UsPvood wta>r,C3n ..
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wrois our Arrl:ur; oavlUukrA
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u>Xstx )JOCSUT-4 ialrh, us otS
goX
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•
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l�tl FiO L„
X1:CItl 4tA r#i rai r/haXS.Yr•+,<rrkl C.F T`,'+`,
., c1 CS A S
00
sautes t
S r� gad WOW
.
.•
Arojkr� Pu"noV.L
aGAru�irC}
k.trsno4Y ut AepiAad awnaa^ aSrA>hr ' .-..
p.'
:.
yrru>xl{j ra
• 6
aYtuA;gs •roiaq..x a«A L?5alr>>U1
• ;:
Ck ss 1'}..au.rntc>.!`Y,. STtka.$,01
AO>>r AS>rtl>r} aui Ivor) knot
XCY k?aruA r%.I71tb'> an}On
'
act} pvr SIV!od }I A4 a134r ",a gca awwnu
y
...
`
>ktt l.}>anS >Wnirs.+ti €xu aE.'Jne 4i,P
a>s} >�.a wakk �}.swc AS T'. tiAYkN ,xaki+>`1
ml%� >rj UV •`°

rcf� r�c9
STANDARD FORM C --- NIANIU ;,C7t.;i= ING AND C )Njj�gE iCIAL
SECTION 71. BASIC DiSCNARGE DE CFttf T101
a
Cor'notety in,> sccl`+on lot i'atn dAChatgC indKStCd in Section 1, ftcm g, that I$ to xur(Acc waters. This ACoides dasCtiargC% to municio,
s'y5tttnx `r} ++**++cn ihe•wasit`watet coex not go tntougn a'ttcatmcnt'workx prior to being dixChAfged to . (fact � attfx: 0,sC.h4rges to w
pr a<,wfaoCo -nCte Ynere ate atso discnar9<1 to twOr4 watcfs from this facility. SCPARATC bf:$CR. fTiiOf4•S Or CACH OCR CMAR:a
R.CQUjR1t0'EVEf+I IF SEVCRAt. OtSCI ARCCS C'MG WATC IN THC SAMC FAttl-ITY. All vafut.. for.An cxtstir g diiCnarcC shoo
:tnYa2 x°C o: talc twCtvt Af Cs%i0us fT1on[hs. Of ooCtaliCi n. tf ihii it a t1r:r}pdsCd disct5argc, values Should ref :•:t ficst tngin.Ct tong est..P rtla tCi.
s•t00 a IONAt" INSTAUC rtONS FOR SCLECTCO ITEMS ~Af (PEAR IN,,SCPARATC 4"S-rRU4CTION IOOKt;ET AS INOICATEO. i
711 !3OOKLET SCFt.?Rt? Fa;. Ll.:aC Ot r THESE ITEMS. ; >.
g„ t'StxCnafyc Stfial No. and NAMIC
J. Discharge Stew No, toga
(ice ins.mcn-on$1
Dixtnaegt iVa c 2dtb P -p an
ivt nacnc of discnar9e. it an}, d
ste <nxtruGteons) �!
g
G Prtviou€ 04charge Serial No
jt ofevious otrm;t aootiCatidn N/A
was trade for this 0;jcrSarge (ice Zotc
ttem A. ScCtion"f). ofovtdt Ofevra..
:out discharge set at'nuino# f.
. 0ixchstge 0p4Crxttn4 Oatts
J. QixchafJO Segan oats ((Inc
c htnargc described below is in N/A
c ocfat+nrc, givc..the elate (Within 202a ,r,. / .....�.,. . .
-be«t esttn'taje) tAe desCt%Zfgc YR. 'Mo...
btgan.
b. Gd itthargt to 8cgin Qatc> if the
dtxcnarge nas never nccurted but 89 7
fs planned fot some tututedatt. zoib
give the date (within best estt• YR . MO
matt) the discnatge will begin. .
G. 04chaagc to Cod..:CDat< if desa
charge is semeduted to be de'scon. iV
tmutd within thaf
e "next 5 yef.. 202c .—..._...... � .
give gnc date (witt5tn best citi- YR " O
" ttsate) tn£diiCnafclt wii{ {Ad.
3. Enginecring Report Avaitabn:
(meek if ats enrytnetrtrag reoott is
a+'ar440te. to fc—e—nq a?Yenev troon N:'a
jediarst. (&{ fttstmctmosi
,C 0,scna rge-Eocs hon :-3"81-1: tt"-'-
ortfaY•C.st Yrrruitinarrt;5 '+r+t RtaraWfaat t. :•.-.. ,. " ,r^
4-1
t,t aa< teo...snt..g C,f v ::,
5... 0;%cv,S(gc Point or%cri:Y hvt
('iisCn::trctr, a5 into (Chtca. o"cl:
(tcc xniltuct-oni)
5tteana (x+'aC to Kt cc d,it fees. ,4ttu}"u 5,
.and Ctte<cf .n Yto ntat tL"tei w.5tctcourscsi 20S. CJST% ,
4 tt t'
t✓*cA t1.<. r1 1{ .s raata f f,..;a'9 r;w ,14,;Y *" . :

001
Tr:
.
..
F<}Ft ACENCY USC:.
t.ixd +s t,o.t.'5#r'r+-Y �waitr rr:s ©csrt
O ST S
q•,-ta .it. CCi;FOn7..
C)iwCL,
i
OOTti
„ �; .�°»err' aS{htCtetd;' spec%(y
2c73b•:
.
&. C7ettna"rgt Pont --' Latlt_ianq' C,,irt
� '
. the t;tc{is{##}{aYi4sti c7t Int po;;i E
oY dX#{it-trgt to the ntartst scCond.
.
Latetudi°
20,5A
f {.x ��t+tlN..
YCs�++
..».-��— SCC
LangdYu<IC
20<b
OCC MIN
.. _,.5 CC
J. L7i#Cisaryt Rtttiviny Watcr Natttt
NArnC tr`t WAttrwav at Inc Point
a 2074
of dt3Cnsrgt;..(Sct matt ct.Ona3
..�—
It the dtSChar(. IS th€OWgtB A€t zut*
tact thst.txtcn..f tlty0nd the, Shore•
207b
For ,7tncyil Use Ag,:nCy U31:
Maidr Minn 1 SOO 303t �W
207c '
Itne pr IS DIC(Ow the mCan 10W
wets€ tine;'COMOtete Item a
i
'
Qtt#h*fC Ci#Charyt
•• „,
a. I�iscttaryC Di#tanet from Short
20ss
:tttt
... .
b. C)i#Charyt O'Coth 6ctcw Wy,ttr
5utfatt
20tb
fctt
9+ ' C jensryt Typt and otcurrtntc
a. Type of iii#charyt-ChtCtc
wnctntr the discharge is con-
209s
(4Cd08 CCntinirous
tin tKtu% oe intt€mittent.
(SIC (nSt€uCteOnSi
p-�p
0 (tnt) tn(t?M tttnt'
p. 044h3rgt tltcurrtnct day# ptr
^^tJ
tYtek enter the avCtsgt nutrtt^
209b
? day6 :Ott wetk ,
ta.r of dayS pte wcek (during:
,«
ptrit#ds of dtSCha€ge} tt1eS diS-
«
..
" + cnargt "CutI.
...
C. Cki$Cha rye OCCu€€enCt-^•taY6ntliS
/
r-*N(A €ry MAR
CjJAN F B
APR
It.tnij disthargt normatty "....
209c
t_,d
00cratel (tttntr intermittently.
01t3N Q.lUL
QRUG.
or Continucusty) on Its$ than.
;QMAY
a year -wound bssii (exGtudirig
` shutdowns or €cutene maintc-
r� €-� OCTNOV
a P C�+t'
t7EC
nanCrI. rnc{tttt'ht months cur`
ing trit yg tr ntrt IMedi-134,cc
° rs riptra{rng.. (#f t,inst r[ICtidnS}
a
r- f':
.: a ':
._
..
n i?ittt ttcfn# 10 A'Rd I ( tt.:°«tn ttP•
.-..
- '
e;tt:CM** (i
P
d YiY+r V.rai^., [+i ta. "a,at e:ey ilClta t: •°
C1. init me€Ic nt C.r eeha 9 tJ aeataty
N/....-:.
xItY1 Ado <•
9
2�tw
«. It.a edt 4..eertt ef.e9t9e*ek
t*9°< 6te411+.9xen' ear a
F: .,, rr;F.da^. + ttAr.,e•,w!<.I. rrt
t t. tntc ernattcnt I:SetCtr#rejt iJu to tt et ac -
N/ t-1
:and Ftri3utnty .
.
,t, ,tnftrrniY tK elt Qe4{hargt t7ura Si tl+'t
..
�,
Ptr O y Stitt tnt 4vCra?t"
wt IB
,®,,.,.,,". hAlutk or, OAV
nvmacl of h6J:ult Oct day th:C
(
t
F
dlt{nat+ic +t"+a P4f atin:g.
i
�
p" Inttrmi4tc nt Qiaenasg e.
d~ rCQtfe rrtY rjt.etc Inc ave^.41ic
.' B t tF
...._».... d+1{ha+ht-C1CCta[aa*t4{C# 01, :nay
."Inocl Of d,1CtlA gt nt.Ce.e•
rrnCCt oil Oly mule n:l day;
^
N/A
t

r o rt0r
13. llct+ � ty 0—biption Give A Z1� S generated from tho t t � o Til 27 will
risrratrve c,cictiotion at Activity
prooucin9 tnx rs.xcrasrpt.(xrc=`"5-,.z'l.0 CCStTtSI.0 lit UY'1.'1.21:.CIit�J''CiiTtlTlc`t.'
residential your. cis- I���rc�lrnat�-y G �� « ,
site krill be developed .busine usage i wa
roducd. `
N/A
14. AetivitY Cauting OischArge For • .
each SIC Code which elescribts
l, , f te xhr st
the Activity causing thii d4cttargc
• supply the type And MAKIMUM
:.
Amount of tithtr the::rA MAtc(ta#
consumed (teem 14A) or the product
pradVccd (tttm 14b) In the units
Specified In Table t aC the tnstfUCT_
lion Booktet. For SIC Cadet riot
listed in TAbtt I. Use raw n`Paterial
ar proejctlpn units normat#y ustd
for mc4lurin prpdGtCtip n.(SCe
«
Instructions)
A: RAW tvtateriAts
MAK(MUM
Unit
_
Shared oischArx
Nat
A mount,CDay
(Sec.T•apte t)
::
(Strew# htuMot
`SlC Code
(5
21es (l}
(i
(3
()
v
a
t
F
t
e
h. efoovct$
'
' a
A'1.1 aMSt,t ai9
•
tt:tt.riot{+PJa\"
lSr•v.f.ta rt..
e
4 J xa3t N eatt CaC
StcCi'ocC
t`i:lxtc
,......_v... _..�w --..-. ,
..._..(:.),m...�. ..
P

i J�?'.L,t-c !'\4'.�i. Sf. is l..: l.. �"^l.+Y•"�Ftt !:
f.gis nG#:NCY
15. LNsit< fibs#dm< t ,'
Was tens Fill be. conveyed to a ' central
i` lnt for treatment and di chaff e cif affluent to
�.r,,.'. ...�
La'�ce Wylie: Treatment mill consist cif influent;pumping
if ret iced along with the following tread':
as a minimum: Flow Equalization, Long Term
I(Activated Sludge), Mechanical Clarificatic
sludge recirculation, chlorination and post
andL-effl ent�: filt atio
g, Wash AtmattmtntC0d,: 2t5ta � tT), CT
t.SYrnv the Codts 4 5tCd aat rao#C •• t,-+
tt of tnc tnsttutteon Booktct. (4) µ S7C�nitM t) RtuiTk G to { ) #'
4csCrtoc mt waste at�ateencnt, : .'f-)T .
peoccsscs for this dtIvsaegC to {'7 Fri (it) o)
tB#t oiott, en wniCh they oCC,M
'tt ,posseC7C. {TiT) . {ST) (12) ....
{I3} (14) {as)
{167 (17) {I8)
{15j (20)
{22I (23) t241
{25)
-

r.'Vri-`,U ..
_ 001
14, Writ<att Gtss r ,
xtttotnt wtllch i t'trtx<`nt to tht cdtrutnt tutichArge water!.
Chtek tr c box st tseztdt cxch con
orbcsi+istdnystr 'nstruetio+ls1
t�.
Y.1Ct c r{'S tiC%
Yrrlx c3cter i scion js 10 u< t)A$Cd.on actttxt An4tystt
.(xcc
_
. -
�
"Pararatctc
c
"
216
100
lor
Copper
01042;
030X
Ammonia . ,
X
01045
010
00610
/
Clrsanic nitrogen
q.cad
01OSt
OO605
Nitrate
� ncsium
006_0
2
L
.Nitrite
t1C1 t55
Pltsphozus
htcrcury
71900
00665
=
lfolybdinurr
Sulfate'
0t062
00945
Suicide
Mickel-
01067
0074S
Sulfite
Scicnium
00740 _
01147"
8 rorn id c
Srlvcr i
01077
7170
-
Chloride
Potassium
00940'
00937;
Cyanide
Sodium
00720
00929
1rluzidc
Thallium
00951
OlOS9
�llurziinu
Titzniutzt
01152.
01105
Antimony
in
01102
i
i
01097"
^.
Arscnre
Zinc �
01092,
01002
t
$crylldum e !
AtSicldcs"
dtsrnpata�tds"
$asiunt ,-
r
174052
O1007
Pctticidcsa
liCsrtin
74053
01022
L'adratiwrxt
Oil and vrcxv
(sl ti'7
C1tt5Stt
Calcium
1'licncils
frtirJ ti
t27;1t,
i t •eat
�terrCt'tttrrte ,
r °ltrmnium
(°liltt rltSt
Stitiati �
tt1tt34
ltndit5atttl'tt �.a
l C€:al CtYI{rrirrzt basacri:r-
7 CtSS
7•'.C15C1
-Specify` substance% compounds and4or ctcrncnts in !sent 26.
Pcsti ides (in=cctieidcs. Cimricidcs, and rodcntic"idcsj must be tc(ior
natste< <pcciC c-il in Acceptable t~'rrrr MOn HarrrcS and Chemical aVantt
irzu'crlr Lahclz, 2nd J:dition: linvironrntnttal Prntcct'ion Agcncy. V
rcqu rcd by Subsection 162.7(b) or tttc Rcl;ulations for tftc cninrc+
17unpicidc, and Rodcnticidc Act.'

...
GY_,.Ef2tf;L.,^<.UrM0Ca....
.:
#
ICYU`v+cr'fcsifarr
of #xa Lak. xcr ci Ofxchar,<
Antoci ated Limits.:=
E('OROr-
For ,"r-0 'Of th. pafAoln (ar{.:1IStAd beatsw, ar5faf to tr,a AnnroPrIAt4 bOK:tf1. VAtUy..Car Coda 6a4tsr Answar
CAt#<d fcl`..{e:a tnr rutt10A%1
a in Addat#tan, .ntaf tha. t'iACAO14(if nAM.
And Cod. And Aft r•gU(C.d VA70.t. (Of Arty Of Ili. fo(Io—Inq p4e-M-4.rr
if iftay wet•. C3taCk-O In 4t,j
trm n of,4: tYApnkltt. A.turn{num:Arrootc. b'Iryttt<IM,w cAdmlum. ctSronitUm: Cove—r.
Io^<!. rnor<my. [{kk
f. sa antum.
1In1CiProoqIS, OIt a:tld qrc
A d}d. Gil{Orine t{'R ctdii A#J:`
„
'' «
influent x
EffJUcnt
'
x
S asaricigqci ayyyt V Code
Ca
> o
t
}
�. x :,
t. «..+w .� ..
rG %✓ :txt # '!
aL. 0
(2) (3)
(4)
(5)
() (7)Flow* {'
• r •
Gaiiofu per day
0.0.6
5
PH
Units
� 7
6
00400 A
A
T uperaturc (-intcr)
7402
' w �GKS1kJCr3 tLre (SLL"aiRi'�.C) .. a
74027
Bk chcrrac--1 OxyE-,= DC%Y1=d
D 5-day) ;
50 0
mg/1
cto3zo.
.
ChcMIC3t 0xyzcr# Dc (OD)"
r-t�tl
00340
ToW Su dcd (Ctonrl2ltcrab1c)
sows
250 30
00530 „
,a 'lCLI32G" 4onductanc-
e
n'cr hcis% at 2S"
ktilcabIc Mattcr (reslduC)
00545
'Othct duchazgcs shxrirtg intake flow (serial numiacrs).(u c instructions)

lrtflucrt
Effl cr,t
I'asrtctcr and Co�dt
-
u
},
.a
r
�J-3q }{:ems U
t
-o 0 ttta
r
t Controls Check If the foi=.'d.'
-g plant controls arc avaltabta
i is: dtscrlarge::-
'nate`Power source for major
atng !acuity.
n or aMer"ncy Procedura for
s or cCufPmcnt failti ,,
ptetc ttcm I9,tf dtscnJrCc is
cooling and/or steam water
ganaratton and wal.f traxtmant
addltlue< am used.,
19, Water Txeatmen,t ^ddllt— If ttic
dtscnarga is tte.sted with Any co-er
dlttonar, tntilDitor. or atgiCldc...
art:swer tnt following:
s. twteme Of t.'.at c.:ta1(c1.:..
t}. fdArtt! 4nd 1t7d rC.S of M n,
": tat tVPfY
i
i
r. C7u nrrtily (t5 e�,yrtie,i .,3 r, n.^ t>^e
r�[IYIUti rraiC(?+Yf..$?I �w #t rrx'i to a.ro ..
i

f3-il
,
gaUOii�n#drug rfftg 'rrgrr. dUddnti� }a
•
,..
►dtrt#>sgp a2 �tj.r oants,mow,�tr.arra
ai «•✓.
)a;. dtr3t it+U t} "wlrrougw ui *>j8 `
•
taz riudw ICC•
VIR
)a tg190wg ►yj a».d'n rwd:C Uc>g#ur:►V
•.
'?oSl7 off} V ...Nfit
C.Z'a
. A) -A >11riud I')N'1
® z4o... I ---- _..
4G",
axn$rxacga,g, :JadtF.4 ►(i,t4?$?�$-: `C3
•
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doa
do
rt Z gi.
ta•:dnzrsaoa•;� sa$r,rs vrgrzuj `r '
U}7i Uajx ryy
.. °i�rr ia{zt
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aouox)n:>:>4 )o..A:,92Ana3s_4
{tuolpmo$uj ►vs) .{asn$rsaausa$ Rjsr►
;R
wnutgxr�w) }gr jr Sara Avr xr*A au$
•w
a
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'� ° •"': "`
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01 pap+aa9x► sj tg>jt x a,ars$rxac+uxo2
f�
aw+a$asa2ua �tnagaq ajgr$ aV2 u(
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7
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snaax/-d /
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`
xatuusrn xa; fit" rroa'6UJAjaao} put
.,. t rx`
a5,}rcg�xjjs aV2 vatrr.+jaq a�uaxaj jjja
.;�,
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,
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sa$t 6vggcaes;p asuapvar;
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daDo
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2uQnFB13 s$vtjd F*xjj jro:� ao:10
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RECEIVE
t' �'i i
PRELIMINARY ENGINEERING REPORT
WASTEWATER TREATMENT FACILITIES
TULLOC,H COVE PLANT LAKE WYL I E - NC 49 PROPERTY
----------------------------------------------------
DEVELOPED BY THE CRE ENT LAND & TIMBER CORPORATION
---------------------------------------------
MECKLENBURG COUNTY
, e
AUGUST 198
a
.. LaW Desi
v
Engineering Services, Inc.
1700 East Boulevard Charlotte, NC 28203
00,
'jCow
�.
I ALI � r
., CL«

TABLE OF CONTENTS
I. GENERAL
. Project Overview
B. Regulations
I I . PROPOSED DEVELOPMENT
A. Project Location
B. Development Description
C. Physical Features
111. WASTEWATER PARAMETERS
A. Description of Waste
B. Projected Wastewater Flow
C. Treatabi ity of Waste
IV. WASTEWATER. DISPOSAL ALTERNATIVES
A. Public Utilities
B. Individual On -Site Facilities
C. Private Utilities
D. Proposed Facilities
V. PROPOSED DISCHARGE
A. Receiving; Waters
B. Impact of Propos:,d Discharge
VI. WASTEWATER TREATMENT FACILITIES
A. Proposed Treatment Process
B. Description of Proposed Treatment Facilities
II. OWNERSHIP, OPERATION AND MAINTENANCE
A. Ownership of Utilities
B. Operation and Maintenance
C. Enforcement of Water Quality Standards
D. NPDES Permit Renewal
VIII. SUMMARY

Table of Contents
ton' t:.
APPENDICES
A. Process Basis of Design
B. NPDES Permit Listing
Mecklenburg Count
C. Utility Company Listing
i. Vicinity; Map
2. Composite Tax Map
3. Topographic Map
4. General Soils Map
S. Treatment Process Flow Schematic
6. Preliminary Treatment Plant Site

l GENERAL
A. PROJECT OVERVIEW
CreseLLtnt Land & Timber Corporation, Charlotte, North Carolina
proposers to dove,l ope a planned residential single family and
commercial community in southwestern Mecklenburg County. The
development is projected to occur over a 3 year period with
construction of new homeas -beginning in later 1989. The project
site is in excess of 250 acres.
The following preliminary report has been prepared to convey
they proposed basis for water and sewer service to the
development.
B. REGULATIONS
In addition to compliance with laws; rules and regulations as
required by the State of North Carolina and Mecklenburg County,
all utility work must comply with the following specific
regulations as applicable to the nature of they work proposed.
1. North Carolina Administrative Code Title 15 Department of
Natural Resources ;and -Community Development "Chapter 2 Environmon
tal Management Sub -Chapter 2C Well Construction Standards.
(Latest Revision)
2. Rules governing public water supplies Section See>tion '.0600 through!
Services Sanitary Engineering' Sub -Chapter 10D,. Water Supplies.
(Latest Revision)
:3. North Carolina Administrative Code Title 15 Department of
Natural Resources and community Development Chapter
Environmental Manage1nrent. Sub --Chapter 2H Procedure for Permits.
Approvals Section .t 100 Wastewater Discharge to the Surface
Waters. (Latest Revision)
i

11. PROPOSED DEVELOPMENT
A. PROiEC T LOCATION
The site of proposed development is located Gaff NC49 in
southwestern Mecklenburg County. A vicinity map is attached as
Figure~ 1. The site is bounded can the mirth by NC49, the west and
south by Lake Wylie, and the east, by Langston Road.
R. DEVELOPMENT DESCRIPTION
The proposed development will consist predominately of
single family residential housing, but may also include sections
of multi -family housing and commercial sites, based on zoning. A
composite tax map of the project area i s attached as Figure 2.
C'ommorc..ial development would be confined to NC49 frontages.
Access < points to the Lake are available on the site and common
recreational areas will be considered within the site as project
planning progresses.
C. PHYSICAL FEATURES
The project site is representative of piedmont North
Carolina with gontly rolling hills falling; to this lake shoreline,
the most significant physical feature. The site is predominately
wooded with soveral smaller drainage ways leading to Lake Wylie.
The land is -marked with moderate: slopes with the exception
of a few areas immediately adjacent to drainage features where
slopes become: more severe in some areas (greater than 1%). A
reproduction of a portion of the U.S. Geological Survey
Quadrangles Map covering the site is attached; as Figure 3.
A reproduction of the Soil Conservations Service soils reap
for the site is attached as Figure 4. Soils on the site:; vary
with predominately Cecil and Pacolet types.

11I. WASTEWATER PARAMETERS
A. DESCRIPTION OF WASTE
The proposed development as described in Section 11 will be
comprised of single family homes and multi -family homes, and a
amount of commercial propeity, along NC49 and only domestic wastew
will be generated. No industrial use will be allowed. It is an
p .ted that the wastewaters generated from general household and
tary use will exhibit characteristics typical of domestic sewag
follows:
PARAMETER CONCENTRATION
Five Day B i o-Chem cal Oxygen Demand 200 mg/1
Total Suspended Solid_: 250 mg/1
Ammonia Nitrogen 25 mg/1
Chemical Oxygen Demand 500 mg/1
Grease 100 mg/1
Temperature (Approx.) 50 degrees F (Winter)
55 degrees F" (Summer)
P FH 6.5 -
B. PROJECTED WASTEWATER FLOWS
The development mayt comprise was many as 1450 single and
multi -family living units. Based on demand, both three and four
bedroom unite will be built with a predominance of three
bedrooms. A flow allowance of 360 gallons per ;day per residence
is proposed as the basis for projection of community total, based
on an average of 120 gallons per day per bedroom. In addition an
allowance of 75,000 gpd of possible commercial generated domestic
sewage has also been included. On this basis the projected
ultimate daily flow for the entire development is 600,000 gp .
C. TREA"TAB I I:, I TY OF WASTE
As the characteristic of they waste are: ;expected to be typical'
of domestic sewage, the waste will be trea-table using
conventional waste treatment technology, is 0. biological and
physical removal Df, w stw contaminants.
,i

IV WASTEWATER DISPOSAL ALTERNATIVES
A. PUBLIC UTILITIES
The proposed development. is located entirely outside the
corporate- limits of all local communities. Based on a review of
physical water and sewer facilities installed in the general
vicinity, it is not economically feasible to connect to the
Charlotte -Mecklenburg system, nor are plans currently underway
for any extensions to the project area.
B. INDIVIDUAL ON -SITE FACILITIES
The alternative exists for on -site water and sewer facilities
assuming the development plans were to allow for approximately
:3f'4 acre lots for individual wells and septic tankldrainfie lds.
The development would be reduced significantly on this basis.
A review of the soils maps indicate that an extensive
proportion; of the property may encounter difficulty supporting
drainfield' disposal due to shallow soils, pour soils, excessive
slopes and ground water =levels near the lake. An extensive
detailed soils investigation has not been performed.` Based on
experience and comparison with similar land tracts, it is likely
that Health Department approval for subsurface disposal would be
with -held for a significant proportion of the site.
C. PRIVATE UTILITIES
A third alternative for utilities service is a central water
supply and sewage collection: and treatment system owned and
operated by a licensed privates utility company.
This approach would provide for water supply from several
deep wells and central storage and di-stribution. Wastewaters
would be collected and transported via. a ,central system to a
waste 'treatment plant serving the entire project.
D. PROPOSED FACILITIES
It is proposed that of the three alternatives, a Pr ivat€e
utility be chosen ,and become the basis for development of the
property to allow for the land's highest and best use.

D. Proposed Facilities'
(Con' t.
This would also support a viable - stable neighborhood,
maximize flexibility and assure protected ground and surface
water supplies and provide a responsible vehicle for service
to the eventual homeowners.
Although public facilities m'eventually be extended to
the property, the timing of such extensions is unknown and
the immediate cost is prohibitively expensive to the
developing company and consequently to the ultimate home
buyer. It is recommended however, that all facilities be
designed and built so as to minimize the difficulty in the
integration of these facilities into a public system when
such extension becomes feasible.
The use of intensive single family septic tanks for the
property is not recommended even at lower densities. The
potential for pollution of ground water and surface water
would be significantly increased with the extensive use of
sub surface disposal over the tract.
Private facilities, including a private waste treatment
plant are recommended on the basis that they will allow more
control over potential pollution in that treatment
efficiencies can be monitored and corrective- action taken
whenever necessary; whereas septic tank failures may not be
immediately detected. Repair of drainfield failures
frequently simply move problems to the "reserve . area."
included with the original design, and if so, then leaves the
homeowner with no other method of t-reatment when the
available lent area for disposal is depleted.

V. PROPOSED DISCHARGE
A RECEIVING WATERS
Based on a development plan utilizing a private utility and
treatment plant a National Pollutant Discharge Elimination System
(NPDES) Permit for discharge of treated effluent to Lake Wylie'
has been prepared. During the permit application period, the NC'
Division of Env ironment.aI Mana emnot wiiI prepare a,"Wastes Load
Allocation"„
The purpose of the waste load allocation is to generate,
based on the characteristics and intended use of the receiving;
stream, a set of effluent standards to be included in the NPDES
permit. A past of the allocation procedure is the generation of
stream flow data by the US Geological Survey for the: specific
discharge point on Lake Wylie.
The resultant requi rod treatment limits established by the
waste load allocation process are dependent on the stream flow
thus determined by U. .G.S., the physical characteristics of the
stream, and the stream's classification of use by NCDEM. Lake
Wylie is classified for potables and recreational uses and design
of all facilities will be based upon the preservation of the+
water quality of the Lake.
B. IMPACT OF PROPOSED DISCHARGE
The intent of the: NPDES permitting process is to protect the
receiving stream while simultaneously allowing discharge of
treated wastewaters for various land use including residential,
developmentThe waste lead allocation described above
establishes a' degree of treatment required by the Proposed plant
to minimize impact to the stream and allow for it's continued
present use. The allocation basis for stream flow is dependent
on statistical low flow figures to maintain stream quality during;
low flow periods.. Thus, in general, the lower the stream flow
observed during drought periods, the Higher the degree of
treatment required. In instances of extreme low stream fIows,
application for permit is denied.
The extent of the body of water comprising Lake Wylie and
size of the drainage basil- above the point of proposed discharge'
is sufficiently large that it is anticipated that secondary
treatment standards will be proposed.

Impact of Proposed Discharge:
(C'on' t )
The following sections describe in mores detail the
facilities proposed. It should be noted that although the NPDES
permit now applied for allows for the discharge of treated
effluont, an "Authorization to Construct" must be obtained prior
to: construction and detailed plans and ;specifications must be
approved by NCDEM to obtain the 'Authorization.

V 1 WAST
A. PROPOSED TREATMENT
--WATER TREATMENT FACILITIES
PROCESS
Due to the necessity of protecting the Lake W a t, e r Qua I i ty
for drinking water and recreational uses, the proposed treatment
plant will include several treatment processes. A Treatment
Process Flow Schematic is presented as Figure S. The primary
treatment process will be biological assimilation of the domestic
wastewaters under aerobic (in presence of oxygen) conditions to
climate sewage odors.
It is anticipated that the development will occur i n"'phases
as market demand dictates. It is necessary for proper operation
that the treatment facilities also be phased. This construction
phasing allows for a better matching of plant capacity with
sewage flows and increased long term flexibility of operation.
B. DESCRIPTION OF PROPOSED TREATMENT FACILITIES
B-1 General
The proposed treatment plant will include multi -stage
treatment of domestic wastewaters generated from the subdivision.
Construction of the plant will occur in pahses provideing an
eventual multiple path treatment train for increased operational
flexibility. Plant component processes are shown on the Process
Flow Schematic (Figure 5) and a Preliminary Basis of Design is
in.cluded as Appendix A.
B-2 General
Based on preliminary site evaluation of topography an
influent pumping station will be required to "lift" wastewaters
from the elevation of the influent gravity sewer line into the
plant. All plant mechanical components will be located at an
elevation above the 100 year flood level. The station will be
equipped with dual pumps for, back-up capability in the event of a
pump failure. Controls will provide audible and visual alarms
for pump failure to alert operators.

B. Description of Proposed Treatment Facilities
(Can't.)
B-3 Flow Diversion Station.
Following the influent pump station, a flow diversion
system will be installed to allow splitting of flows as
additional plant phases are constructed and .to provide the
plant operating staff flexibility in control of flows during
repairs or maintenance.
B-4 Flow Equalization
It is anticipated that flows will be received at the
plant with typical diurnal variations which tend to create
peaks or surges during high use periods i.e. early mornings
and around the dinner hour. To eliminate the impact of these
surges on the plant and maintain average flow conditions, a
Plow equalization basin will be installed. Dual pumps will
feed the main plant from the equalization basin at a constant
rate equal to average flow. The level in the equalization
basin will thus vary, increasing during peak flow periods and
falling during lower flow periods. Pump controls will be
equipped with high level alarm to signal any pump failure.
B-5 Aeration and Settling
The ,primary component of treatment for the plant will be
the main aeration basins followed by the Settling Tanks.
Although these processes, aeration and settling, occur in
separate 'basins or tanks, they operate together to accomplish
the principle treatment step in the plant.
In the aeration basin, wastewaters are retained for a
minimum of twenty four hours, mixed, and combined with large
volumes of air from the aeration blowers, to allow naturally
occurring bacteria to assimilate the waste. The operator
will be provided faciiities to vary the amount of air and
mixing and the volume of activated sludge recycle. Mudge
recycle refers to the process whereby solids containing
"activated" or acclimated bacteria are returned to the
aeration' basin from the settling tanks. In the settling
tanks, a quiesient area, solids in the treated wastewaters
are allowed to settle out and clarified liquid passes to the
next treatment step. Settled solids are either pumped to the
aeration basin to enhance and control the treatment or are
wasted to a sludge digestion tank, where it is aerated and
stored until taken ott-site for ultimate disposal

B. Description of proposed Treatment Facilities
(Con' t.
B-6 Chlorination Disinfection
Following aeration and settling, the clarified effluent
will flow into a disinfection tank where chlorine will be
added to kill any deliterious bacteria. A minimum of thirty
minutes detention will be provided to allow contact" time
for reaction of the chlorine with the waste flow.
B-7 Dual Media: Filtration
The next treatment step will provide dual media (sand
and anthracite) filtration to filter out any suspended solids
not captured in the settling tanks. This step will assure
production of an effluent with minimalwaste solids. Also in
the event of a plant upset in the aeration -settling tanks,
excess solids can be returned to the aeration basins after
capture on the filters to regenerate the treatment process
and protect the plant against discharge of partially treated
wastewater.
Backwash pumping facilities will be provided with
automatic controls and alarms to automatically backwash and
clean the filters at the appropriate time. Solids captured
on the filters will be returned to the treatment process via
the equalization basin to prevent surging of the aeration
basin.
B`-8 Post Aeration
Following filtration the effluent will flow through
additional tankage providing approximately 15 minute retention
and aerated to elevate the dissolved oxygen level of the
effluent and dissipate excess chlorine from the disinfection
process. Elevating the dissolved oxygen content will help to
assure that the treated effluent places no adverse impact can
the receiving stream.
B-9 Effluent Flaw Measureme
The final components it
measurement to assure that t
overloaded and assist the oper
sampling station will provide
of effluent for testing pur
meeting it's permit requiremer
B-iO Sludge Holding
The aer'atiOn-•settling tr
produce excess solids, the r
the treatment. These stall ids
of the treatment system and
holding tank where digestion
the solids are transported off
nt and Sampling
the plant will include flow
he plant is not hydraulically
ator in diversion of flows. A
a permanent access for sampling
poses to assure the plant is
ts.
eatment process "ill gradually
atural result or by-product of.
will be periodically wasted out
stored in an aerated sludge
and treatment continues; until
site for ultimate disposal.

B. Description of Proposed Treatment Facilities
(Can't.
B-11 Stand --by Power
In the event of a power outage, it will be crucial to
maintaina level of treatment. Stand-by power will b
provided' to operate one of the influent pumps to eliminate
the potential for overflow of the station and one of the
aeration blowers to maintain aerobic conditions in the
aeration tanks A power outage will mean that water supply
will be discontinued since wells will supply the project's
water supply, thus flaw to the plant will also gradually stop
'with i depletion of the water sstem's water storage tanks.
B-12 Plant Site
The treatment plant site will contain several acres of
the project to provide a buffer between the plant and new or
existing; homes. In addition the plant will be completely
fenced for security.
To provide for possible future plant expansion and/or
upgrade, excess land will be provided within the plant site.

A. OWNERSHIP OF UTILITIES
It is intended that the water and sewer systems to be built
to serve the project be conveyed entirely including land into the
ownership of a private utility company. The utility company must
be duly licensed and regulated by the NC Utilities Commission.
The company must demonstrate the financial and physical ability
to properly respond to the eventual homebuyers and regulatory
B. OPERATION AND MAINTENANCE
The private utility company must be able to demonstrate past
success in the operation of similar facilities and must maintain
a staff of licensed operators holding valid certificates
commensurate with the complexity of facilities to be operated.
The utility must be able to respond within -a regulatory required
time period to any emergency.
The utility will also be responsible for continuing
maintenance of the plant. A stock of normally required spare
parts will be supplied during construction and should be
replenished as necessary by the utility.
C. ENFORCEMENT OF WATER QUALITY STANDARDS
The NPDES permit will provide for monitoring of the
performance of the waste treatment plant by the utility company.
Monthly reports of plant flow and performance must be submitted.
In addition, periodic non -announced site inspections and sampling
will be performed by representatives of the Regional Office of
In the event the utility company fails to comply with any of
the provisions of the plant permit, NC and Federal law provide
for enforcement, action and possible f ines of up to $10,000.00 per
day per violation.
D. NPDES PERMIT RENEWAL
The NPDES permit will be issued for a period of five years.
NCDEM reserves the right to modify, change, or make more
stringent the permit requirements at the time of permit renewal
based on changes iii site conditions, stream conditions and
performance of the plant and utility.

VIii. SUMMARY
Cresent Land & Timber Corporation proposes to develop a new
site in southwestern Mecklenburg County. The project to contain
approximately 250 acres will be served by central water and
sewer facilities. Water facilities are proposed on the basis of
a central well supply, storage, and water distribution,
Wastewater facilities proposed include a central sewage
collections system and a waste treatment plant with discharge of
treated effluent to Lake Wylie.
An NPDES permit has been applied for the discharge and the
proposed plant will be so designed and constructed to
consistantly achieve the dogree of treatment required by the
permit. The plant will be owned and operated by a privato
utility company to assure responsiveness to homeowners and
regulatory agencies, and preserve the present environmental
quality of the area.

APPENDIX - A
WASTEWATER TREATMENT FACILITIES
TULLOCH COVE - WASTE
TREATMENT PLANT
1. Development Description
Type
Subdivision including
Commercial -Retail;
Location
Mecklenburg County
Number of Acres
250+
Type Dwellings
Single Family and Multi -Family
Type Waste
Domestic
2. Process of Design ,
Projected Flow Per Unit
360 gd
Projected Avg. Daily Flow
600,000 gpd
Wastewater Characteristics
BOO
200 mg/l
`i'SS
200-250 mg/l
NH N
25-30 mg/l
Discharge Stream
Lake Wylie
Effluent Limits (Anticipated)
HOD
30 mg/l
T S
30 mg/l
DO
5 mg/l
PH
6--9 SU
Fecal Coloform
100/100 ml
3. Treatment Process Components
Preliminary Treatment
Influent Pumping
Secondary Treatment
Disinfection
Solids Handling
Final Treatment
Rough Screening, Influer
Flaw Equalization
Extended Aeration-Modif'
Activated Sludge, Seeon<
Clarification, Sludge R€
Cycle
Chlorination - Gas
Aerated Sludge Holding c
Tertiary Filtration &
Post Aeration

F. PLANT COMPONENT DESIGN ' BASIS
1) Rough Screening
Type
Bar Size & Spacing
Screening Area
2) Flaw Eaual ization
Type
Tank
Volume
Air Supplied
Blower -Size
Number
Pumps'
Type
Number
Capacity
Drive Size
3? Biological Treatment
Type`
Aeration Tank
Volume
Detention
'Free Board
Air- Supplied
Blowers
Type
Number-
Capacity
Drive Size
(TYPICAL FOR EACH OF 3 PHASES)
Manual inclined 45
1 f " Diameter x I" Cl ea
3.3 SF
Aerated,,Variable Level
0,000 Gallons
150 cfm L 5 psi.
7.5 5 HP, 460 VVb1t r 3 Phas(
Two
Submersible -
Two
140gpm C 18, TDH
7.5 HP, 460 Volt, 3 Phas
60 Hertz
Extended Aeration
24 Hour- Detention
200, 000'Gallons
4 Hours
s
12 Inches
3 cmlineal +cot
Positive Displacement,
Two
900' Cfm @ 5 pi
40 P, 20 "Volt, 3 Phase
60 Hertz

4)
'Settl i nq
Tank
Number
One
Type
Mechanical
Val ume Total
35, 000 gallons
F't eebc ar`d
1
overflow Rate
250 gpd/s f
0 Average Rate
Detention Ce Average Flow
4.2 hours
Sludge Return
Type
Air lift Pump
Number
Two, One Each Clarifier
Capacity
0-1501. of Design Flow
Pipe Size
6 -Diameter
Scum Removal & Recirculation
Type
Airlift Surface Skimmir
Pipe Size
31, Diameter
S}
Chr-lorination
Tank
Volume
5000 Gallons
Detention
30 Minutes .- Minimum
Chlorinator
Type
Gaseous - Dial V'-Notch
Capacitor
100. /d y
h_ 3
Fast Aeration
Tan
Volume
50,00
Detention (w/o backwash),
30 'Minutes
Air Supply
1 cfm/lineal +ac t
7)
Sludge Holding Tani;
Tank
Volume --Total
2, OtQ Gallons
Air Supply
1 cm/lineal fact from
Main Blower"
>
Blow Measur-irig
Type Primary
45 V-Notch Weir
Instrument
Flow Totalizer and
Retarder. Float Actuate

) Tertiary Fters
Type
Number
Diamerter
Filter` Area-Tot<a
Backwash
Type
Number of Pumps
Backwash Rite
Dual --Medial (Gravel, Sand,
Anthracite)- Gravity
Two
"7' 1° Each
1 70 sf
Water pressure & Air Scour
Reverse Flow
Two
15 gpm - Min.
ri 15 pm/'f
Backwash Volume 8,000 Gallon
Backwash Tank Volume 2 Backwash Cycles
16,000 Gallons

c.
i M E C K LEN' ,UiN G Wi)SIE i'REAT SYSTEM NC00'5F2 2 6 01 t
2 MECKLENBURG ' AMERADA HESS"coD ,oRAT'ZflN.. --• Ncoot,57,1 of 77/02/s
3 MECKLENBURG AMERICAN CYANAMID -CHARLOTTE NCO?40690 01 06/15/83
4 MECKLENBURG AMOCO OIL CO: - PAW CREEK NCG?f1CSi01-3 01 10/01/06
5 MECKLENBURG AMPLATC 7kti3O,tt IhA t= NC0043i3a1 Oi / /
6 MECICLE:NPSURG ARMOUR FOOD COMPANY NCO00.5` 17 of 05/16/83
7 MECKLENBURG ARMSTRONG CORX-CHARLOTTU NCO0:20274 01 05/22/86
8 MECKLENBURG AVIATION METALS; INC, NC€}'065046 01 / /
9 MECKLENBURG BEBCO INDUSTRIAL PARK NC0063843 01 07/24/86
i0 MECKLENBURG BERSTORFF CBRPORATION NC004506i 01 03/21/86
1i MECKLENBURG BIZZELL RESIDENCE (HARRY) RETURN178 01 03/06/85
•12 MECKLENBURG BLAKENEY HEATH VENTURE COMPANY NCO06380i 01 11/22/85 /5,:� � U
13 MECKLENBURG BOB MCLEMORE HOMES NCO0657-19 01 / /;,
14 MECKLENBURG BOB MCLEMORL HOMES-FARMW08U NCO065773 61 08/20/86
15 MECKLENBURG ROHTE RESIDENCE (JERRY J.) RETURN082 Oi 03/28/83
16 MECKLENBURG BOIG-WARNER, DYRON JACKSON PMP RETURN241 01 / /
17 MECKLENBURG BOYS TOWN OF NORTH CAROLINA NCO034541 01 03/12/02
S E C 0 N D A R'Y K E Y S E L E C T I O N
RETRIEVE TRANSAC.TION:'NPDES LIST COUNTY
OPTION: F TRX: 6NC KEY: MOCK?
SELECTION: PRESS ENTER TO, DISPLAY ADDITIONAL SELECTIONS
COUNTY FACILITY NAME PERMIT TC ISSUE DATE
#8 MECKLENBURG BROWN RESIDENCE (ROLAND L) RETURN014 01 11/20/81
19 MECKLENBURG BSR PRODUCTS, INC. NCO066605 '_.01 d /
20 MECKLENBURG BURNETT CONSTRUCTION CO.,INC. NC0063894 O1 08/27/86
21 MECKLENBURG CARMEL CENTER NCO050857 01 02/18/85
2' MECKLENBURG CAROLINA WAT. SERV.-FOREST RID NCO02918J 01 05/22/86
23 MECKLENBURG CAROLINA WATER SER-BEATTIES FD NCO03i488 01 00/22/86
24 MECKLENBURG CAROLINA WATER SER-ST'PLECHASE NCO040550 01 10/22/84
25 MEC LENBURG CAROLINA WATER SERVICES OF NC NCO056774 01 07/08/85
26 MECKLENBURG CARR RESIDENCE (THOMAS F'.) NCO055573- 01 04/08/83
27 MECKLENBURG CHARLOTTE FIRE TRAIN. ACADEMY NCO060453 01 04/01/8
28 MECKLENBURG CITGO PETROLEUM - PAW CREEK; NCO021962 01 08/08/84
29 MECKLENBURG CITY OF CHARLOTTE -DISCOVERY PL NC004581# Oi 1=0/01/84
'30 MECKLENBURG CLOROX COMPANY - - NCO006629 01 04/01/83
31 MECKLENBURG CMUD-IRWIN CREEK NCO024945 01 04/30/85
32 MECKLENBURG CMUD-MALLARD CRK-WWTP NCO030210 01
33 MECKLENBURG CMUD-MCALPINE CREEK WWTP NCO024970 01 06/24/85
34 MECKLENBURG CMUD-MCDOWELL CREEK WWTP NCO036277 01 05/09/85
S'E C 0 N D A R Y K E Y ':S E L E C T I 0 N
RETRIEVE TRANSACTION: NPDES LIST COUNTY
OPTION: F TRX 6NC KEY: HECK)
SELECTION: PRESS ENTER TO DISPLAY ADDITIONAL SELECTIONS
COUNTY FACILITY NAME PERMIT TC ISSUE DATE
35 MECKLENBURG CMUD-SUGAR CHEEK WWTP NCO024937 01 06/24/65
36 MECKLENBURG COLLEGE INVESTMENTS OF NO, INC RETURN250 _01
37 MECKLENBURG COLONIAL PIPELINE -- PAW CREEK NCO031038 01 05/28/82
38 'MECKLENBURG COMBINED AMERICA PROPERTIES NCO068179 01 / f
39 MECKLENBURG CONSOLIDATED FREIGHTWAYS NCO060356 01 02/03/85
40 MECKLENBURG CONTROLS SOUTHEAST INC NCO040046 01
41 MECKLENBURG CORNELIUS CENTER ASSOCIATES RETURN185 01 06/26/85
42 MECKLENBURG CROW CHARLOTTE RETAIL t2, LTD. DENIAL036 01 f /
43 MECKLENBURG CROW CHARLOTTE RETAIL t27, LTD. NCO063789 01 10/22/86
44 MECKLENBURG CROWN CENTRAL PETROLEUM CORP. NCO04653# kit 06/20/85
45. MECKLENBURG' CWS SYSTEMS INC. ' LAMPLIGHTER NCO025259 01 05/22/86
46 MECKLENBURG CWS, INC.-FARMWOOD 20 6 21 NCO064602 01
47 MECKLENBURG DELLINGER RESIDENCE (ROBERT) NCO057215 01 09/12/83
48 MECKLENBURG DELTA AIR 'LINES INC NCO030929 01 05/28/82'
49 MECKLENBURG DOC - MECKLENBURG II CO SUB.. NCO027804 01 02/##/82'
50MECKLENBURG DOUGLAS MUNICIPAL AIRPORT NCO051454 01 10/29/82
51 MECKLENBURG DUFF NORTON CO. -CHARLOTTE NCO006599 01 *10/17/84'
S"E C 0 N D A R Y K E Y S E L E C T I O N
RETRIEVE TRANSACTION.NPDES LIST COUNTY 5
OPTION: F TRX: 6NC' KEY: HECK)
SELECTION: PRESS ENTER TO DISPLAY ADDITIONAL SELECTIONS
COUNTY FACILITY NAME PERMIT TC ISSUE DATE
52 MECKLENBURG DUKE POWER CO., MCGUIRE S.E. NCO024392 01
53 MECKLENBURG DUKE POWER CO., TRAIN. CENTER NCO026255 01
54 MECKLENBURG DUKE POWER CO. WATER OFER'NS RETURN127 01 03/02/84
55 MECKLENBURG EASTERN SUNE,ELT, INC. DENIAL032 01 1 /22/65
56 MECKLENBURG ELBERT REALTY CO.,IRC. NC00574i0 01 ! /
57 , MECKLENBURG ENDERBY DEVELOPMENT hSSOCIATES NCO059579 - 01 03/19/85 ? aov
58 MECKLENBURG ESLON THCRMOELACTICS NCO0403-17 01 01/16/84 }
59, MECKLENBURG EXPOSAIC, INC. NCO067792 0#• r }
60 MECKLENBURG EXXON CO -PAW CREEK NCOOO4839 01 05/31/85
61 MECKLENBURG FORSHAW CHEMICALS INC NC0039128 01 06/07/03
62 MECKLENBURG GENERAL TIRE-CHAP`-OTTE NCO004600 0i f 1
63, MECKLENBURG GLEN-CROFT(LTD? PARTNERSHIP) RETURN139 01 07/27/84
64 MECKLENBURG G14C ENERGY GC?EZt`URAIION NCO047i63 01 0810i/04
65 MECKLENBURG GOUGH ECON, INCx NCO058084 01 10/17/84
66 MECKLENBURG GULF TERMINAL-P(,W CI1";EEK NCO066761 01 07/01106
67 MECKLCNBURG H.V.A.C, FILTERS INC. NCO040576 01 11/07/85
bfl MECKLENBURG HARBOR ESTATES f AR'TNE SHIP NCO063360 01 03/03/86
S .E C O N D A R Y' K 'C Y S I?_ L E C T I 0 N
RETRIEVE TRANSACTION: NT'DES LIST COUNTY
OPTION: F TAX: 6NC KEY: NECK)
SELECTION: PRESS ENIEN '1.0 T)lEPL6Y tDDITIONAL SELECTIONS
COON IY FACILITY NA'1E PERMIT TO ISSUE DATE
69 MECKLENDURG HUNTLi" JERSEY i(,RM9 NCO005690 Oi 06/25/84
70 MECKLENBURG INTERCONTINENTAL PEN''0 NC0045926 01 i0/05/79
71 MECKLENOURG J. R. S. itT'Eis`RI CS„ INC. NCO062171 01 1i/22/05
72 MECKLCNBURG JOHN C'0T;LAN1) CO�-SIY NIL6 CRK R'ETURN2`i6 01
73 MECKLENBURG JOHN GROYL6141) COMPANY NC0058106 01 04/10/04
74 MECKLENUURG KAYO OIL CO. -.JET Mr~iRT NCO065072 01
75 MECKLCNDURG KEY Ntfi£{-ItUNT'CF S 'TLLt' NCO0;37095 01 0 /07/0•1
76 MECKLENBURG KNOWLES APT. --CONDOS NCO057746 01 03/02/81
! 77 MECKLENBURG LAKE MOUNT UW11, NCO0644A? of I }

59
H 1 - 'C K' L E N-kU
1: X P 0 S C , 1 N, C
N C 0 0
01
60
HECRLENBURG
EXXON CG-PAW CREEK
•NC0004839
of
61
MLCKLENBURG
FORSHAU CIICMICnLS INC
NC0039128
01
62
MECKLENBURG
GENERAL I IRE -CHARLOTTE
NC00011600
of
63
MECKLENBURG
GLEN-CROIFT(LTD. PARTNERSHIP)
RE1URN139
oi
61
MECKLENBURG
GNC ENERGY CORPORATION
-NC00,1 7163
01
65
MECKLENfsURG
GOUGH ECON, INC.
NC0050084
01
66
MECKLENBURG
GULF TERMINAL -PAW CREEK
NC00661761
01
67
MECKLENBURG
H.V.A.C. FILICRS INC,
NC0010576
01
6B
MECKLENBURG,
HARBOR ESTnTES PARTNERSHIP
NCO063860
01
s E C 0 N
D A R Y K E Y S E L E C I 1
0 N
RETRIEVE TRANSACTION: NPDES LIST COUNTY
OPTION:
F TRX: 6NC KEY: MECK>
.SELECTION: PRESS
ENTER 10 DISPLAY ADDITIONAL
SELECTIONS
COUNTY
FACILITY NAME
PERMIT
TO
69
MECKLENBURG
HUNTER JERSEY FARMS
Nc000Bego,
01
70
MECKLENBURG
INTERCONTINENTAL PETRO
NCO045926
01
71
MECKLENBURG
J. R. S. ENTERPRISES, INC.
NC0062i71
01
72
MECKLENBURG
'JOHN CROSLAND CO. -SIX MILE ORR
RETURN256
01
73
MECKLENBURG
JOHN CROSLAND COMPA
; 54 C� ME.
76 MECI
77 MECI
78 MECI
79 MECI
so MECI
Si MECF
82 MECi
83 MECh
8.4 MEC@
85 MECf
S
RETRIEVE
OPTION: F
SELECTION -
cc
86 MECR
87 MECK
as NECK
89 MECE
90 NECK
vi MECH
'12 MECII
93 MECK
94 MECK
95 MECK
96 NECK
97 MECK
98 NECK
99 MECK
100 MECK
101 MECK
102 NECK
S
RETRIEVE
OPTION: F
SELECTION:
CO
103 NECK
104 MECK
10!; MECK
106 NECK
107 NECK
108 NECK
10? MECK
110 HECK
Ili KECKL
142 MECKL
li3 MECKL
114 MECKL
115 MECKL
116 MECKL
117 MECKL
IiS MECK
119 MECKL
S
RETRIEVE
.OPTION. F
SESELECTION:
122
ME
123
ME
124
HE
125
ME
126
ME
127
HE
i2a
ME
129
HE
130
HE
131
HE
132
ME
133
ME
134
ME
135
mi
•
•
;4
05/31/85
06/07/83
07/2 718-1
08/01/84
10/17/04
07/01/86
11/07/05
03/03/86
ISSUE DATE
06/25/84
10/05/79
11/22/85
04/18/(34
02/07/84
03/02/84
10/22/86
11/07/85
11/15/85
08/01/84
07/01/83
ISSUE DATE
01/03/83
08/22/84
08/26i83
08/26/83
08/26/P3
06/06/84
08/26/83
04/30/82
04/30/82 -
02/24/85
04/02/86 57610-0
08/17/83
LENBURG
LE
E
N. C. AIR NATIONAL GUARD
RETURN079
01
01/28/83
LENBURG
NATIONAL TERMINAL,CORP
Ncoo4s9is
01
10/01/84
LENBURG,
NORTHPARK BUSINESS PARK
NCO063380
oi
-02/21/86
E C 0 WD
A R Y 9 E Y S E L E C T 1
0 N
TRANSACTION: NPDES LIST COUNTY
TRX: 6NC KEY: HECK?
PRESS ENTER TO DISPLAY ADDITIONAL SELECTIONS
UNTY
FACILITY NAME
PERMIT
TO
ISSUE DATE
LENBURG
-
PHILLIPS PIPE LINE CHARLOTTE
NCO032891
01
02/05/86
LENBURG
PIEDMONT AIRLINES
NC0040363'
01
08/31/82
LENDURG_
PICC RESIDENCE (DENNY R.)
NCOOSS421
01
05/22/86
LENBURG,
PRICE DEVELOPMENT
RETURN164
01
LENBURG
PROVIDENCE PLACE. INC.
NCO068047
01
LENBURG
QUEENS HARBOUR CONDOMINIUMS
NCO062383
01
to/25/85
LENPURG
REUNION LAND COMPANY
NCO066559
ol
-ENBURG
SHELL OIL CO -CHARLOTTE
NCO046092
01
ENBURG
SMITHFIELD INDUSTRIAL PARK
NCO067i81
01
ENBURG
SODYECO, INC.
NCO004375
01
05/13/83
ENBURG
STEEL CREEK SHOPPING CENTER
RETURN261
01
ENDURG
SUMMIT VIEW WUTP
NCO067202
01
ENBURG
SUNSET GROVE MHP
NC0025194
Ot
08/31/84
ENBURG
TEXACO - PAW CREEK
NCO022i87
01
06/20/85
ENBURG
TEXAS CITY REFINING
NCO004723
01
10/01/84
NBURG
THE COVE
NCO058131
oi
05/18/84
ENBURG
THE HIDEAWAYS
NC005740i
01
C 0 N D A R Y K E Y S E L E C I 1
0 N
TRANSACTION: NPI)ES LIFT COUNTY
!RX: 6NC KEY: MECK)
PRESS, ENTER TO 1>1:'PLAY ADDITIONAL
SELECTIONS
INTY
FACILITY NAME
PERMIT
TO
ISSUE DATE
ENBURG
TILLETT CHEMIC41t, INC
NCO040607
01
ENBURG
TRAMMEL CROW COMPANY
DENIAL020
01
09/27/05
ENDURG
UNION CA ' RBIDF-,CffARLOTTE
NCO004219
01
04/03/04
ENBuRr,
UNION CH-EMICACE-UNION OIL OF C
NCO0312:32-
01
ENDURC
UNION GIL CO -PAW CREEK
NC002 1971
01
12/14/0.1
ENBURG
UNITED SYEI'Ems P-oMF,r,,Ny
NCO063932
ot
01/22/06
ENIIURG
V.I.P. DEVELOPMENT, INCt
NCO068114
01
ENBURG
VULCAN MATERIAL CO- PINEVILLE
NC0041475
01
10/30/8C
ENLURG
WATCRCO 1NC
NCO050636
01
05/28/82
ENDURG
WEST I NGHOUSE - ' -- C1wLLOTT'E
NC000570?
01
00/02/B3
ENBURG
WRIGHT RESIDENCE (RONALD)
NC0066656
01
ENDURG
YAGER & YAGER CGNS1. Co.
NC0063070
01
07/24/06
ENDURG
YAGER REEIDENCt' (DrXTER
NC0067083
01
FNDURG
YELLOU FREIGHT SYSTCM INC
NC0036706
01
03/31/02
ENFURG
Yor1f, I. PESSCY
NCO065927
Ot
ELL
DAKERSVIL1.1' QWrP, TOWN OF
NCO02!5461
01
09/01 /04

APPENDIX - C
UTILITY COMPANY LISTING
The following is a representative listing of private
utility companies presently active in the project area in the
ownership and operation of similar systems. The listing is
not intended to inter that these are the only companies
qualified nor an a recommendation of ownership.
1 Carolina Water ServiceInc-. of NC
(Mr. Carl Daniel) (704) 52S-7990
2. Mid -South Water Systems, Inc.
(Mr, Carroll Weber) (704) 478-785
3. Burnett Utilities
(Mr. William Burnett) [phone]
[phone]
4. Rayco Utilities
(Mrs. Rachel Stogner) [phone]

PROJECT SITE
.�q
xf� ti 13K. 199
ji 1 rt T to dN C}
21
09
17 e JJam�''°°
05 03 q
A y 1(
N any . nc.
s c.
rc�r�x
C ESENT LAND 8s TIMBER CORP. VICINITY MAP LanbDesiq"
YORK ROAD LAKE WYLIE N. T. S. Engineering Services, Inc.
1700 East Boulevard Charlotte, NC 28203 -.

�,T r
�Y r � � Fd'". ��` sari ^"'f1�-Y ,yam •»4 �S
t
c�
y t+
° n
W
s M1 f
u s
Y ♦t
n M
ah» 6 °
T
a+
m.
N t
t,
�m
731
•
RE ENT LAND & TIMBER CORP. COMPOSITE LanbDesq"
Yt RK ROAD LAKE WYL.IE TAX MAP
Engineering Services, Inc.
1700 East Boulevard Charlotte, NC 28203

FRO;;COLLECTIOt.
y-r TNFLuENPUHP STATION
FLOW OIVERSION STATION
YO
t ( 1 4 FLOW EQUALIZATION i t "
00
° {--� STANDBY PUAFER
T r�
El FOR AERATION
S m AND
J t AERATION
i [
f i jFACILITIES
CL:t j Cl: i
AERATION BASIN
C? } ca w (EXTENDED M=TION
Ij lr cyt t «i siOiiCii lttaxa$
1j
w l I«eL11to
I
r
g 4 OFF sx'Se
A
AEI2ATEU ST=E
Y,
TAW
1 SOLIDS; sl:rmm 1
1 a
�i
ae
e
i
CC 4 L t
—42
L J J
C l.. AERATION
� 1
C �)
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