NC0055255_WASTELOAD ALLOCATION_19880420

NPDES DOCUMENT SCANNIN.K COVER SHEET
NPDES Permit: NC0055255
Crown MHP WWTP
Document Type: Permit Issuance
Wasteload Allocation
Authorization to Construct (AtQ
Permit Modification
Headworks Analysis
201 Facilities Plan
Instream Assessment (67B)
Environmental Assessment (EA)
Permit
History
Document Date: April 20, 1988
Tlzig documeat is priated oa reuBe paper-iR;aore aay
coateat oa the reve ae Bide

NPDES WASTE LOAD ALLOCATION Y -
SS�SS Modeler Date Rec.
PERMIT NO.: dCoo
Id
/'��
FACILITY NAME:U"16tw
s '
Facility State PROPOSM Drainage Area (mi )_ Avg. Streamflow (cfs): 0.3
(circle aAe) 7Q10 (cfs) 0,0 Winter 7Q10 (cfs) 0,0 30Q2 (cfs) 0,0 —
Permit Status: RENEW MODOCATM UISPE861RfFD NEW
(circle OOe) Toxicity Limits: IWC % (circle one) Acute / Chronic
Major Minn
Pipe No: QU� Instream Monitoring: II. ((�
Q�SD l�'/6P Parameters fe-7gra4LA(c �DD ' roa�luC�U fy , 4cal rvtlt/�+jrM
Design .Capacity (MGD): T—T' �'
Domestic (% of Flow): 1W90 Upstream J_ Location L40SLYA n 1COM �csc�n rrgc
Industrial (% of Flow): SIR 1132
Downstream -� Location
Comments: (fequtHcY weekly n sum ue r (4�r:l - OJ)
ff rhan{(11 in w,n r NOv. N4arc4.4
Effluent Summer Winter
// Characteristics
RECEIVING ST"AML-Z —Z �L4' �Pelc_ _ BODS (mg/n (, U
Class: NHs N (mg/0 .0
Sub-Bssin: ��� D.O. (mg/060
Reference USGS Quad: . �_ (please attach) TSS (mg/1)
30
County: �Gul�`
Regional Office: As Fa Mo . Ra We WI WS F. Col. (/100m1) low
(circle one) PH (SU) 6-
Requested By: G Date:
A (n1�
Prepared By: , D Date: . ULL,tU) II 11 11iU)
Reviewed By Date: n
Comments: &-coMMAn.1 Rernoyo.( d,Lc�irerao
.,Ain fA1N AtrTm,f cycle acc:ord;n
p(oCedU(0 ;or sc�arTs Fo sires w�ih a
_CW W = p aLZ 0.

Request No , : 4527
--------------------- WAST-ELOAD ALLOCATION APPROVAL_ FORM ----------'------"---"------"-----
Permit Number : NCO055255
Facility Name : CROWN MOBILE HOME PARK.
Type of Waste : DOMESTIC
Status : EXISTING
Receiving Stream : UT TO HICLKORY GREEK
Stream Class : C
Subbasin . 030609
County : GUILJ ORI) Drainage Area ( 5q mi ) : 0.3
Regional Office : WINSTON--SAL..EM Average Plow (cfs) : 0.3
Rrquestor : MACK: WIGGINS Summer 7010 (cfs ) : 0.0
Date of Request : 3/8/S8 Winter 7010 (cfs) : 0.0
Quad : D19NE 3002 (cfs) : 0.0
------------------------- RECOMMENDED EFFLUENT LIMITS -----'-------..-.-..--------"-------'--
Wasteflow (mad ) : 0.050
5-Day DOD (mg/1 ) : 16
Ammonia Nitrogen (mg/1 ) : b
Dissolved Oxygen (mg/1 ) : e.0 RECEIVED
TSS (mg/ 1 ) : 30 N.C. Dept. NRCD
Fecal Coli.form (0/100ml ) : 100o
1314 (SU) : 6-9 APR $ 1988
civision oT nt
Environmental ManaBOt�e
Winston-Salem Reg.
------------------------------"--------- MONITORING ----- - ----------------------'----
Upstream (Y/N) : Y Location: UPSTREAM FROM DISCHARGE.
Downstream (Y/N ) : Y Location: DOWNSTREAM AT SR 1132
-----------------"------------------ COMMENTS ------------'------------------
RECOMMEND REMOVAL OF DISCHARGE WITHIN THIS PERMIT CYCLE DUE TO LOW FLOW
CONDITIONS (7010=0 , 300.2-0).�
HOWEVER IF THE APPLICANT AGREES TO PIPE THE DISCHARGE TO HICKORY CREEt::
BE.-LOW THE CONFLUENCE WITH THE TRIBUTARY„ LIMITS W:I:L_L. BE. 5 MOIL 0005 AND
2 MG/L NH3 PER DIVISIONAL PROCEDURE .
I" Saal �r may Via 4AkL t S -kw 19aAtdlamwn Damt
--- Fi er'nmmend ed by Date (Z9�5'Ff
Reviewed by :
Tech . Support Supervisor __- - Date
UV�YIgg Regional Supervisor- -_(�_.._G«�_-_-- hate
Permits is Engineering -.. ...._.-......------..__. ...__.........-_--_ Date ...._...��_
RETURN TO TECHNICAL_ SERVICES Et'y, MAY 05 1--

11
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(..(PSG llOU nS�feG^'�
iz/SS"i 3 3
o Fccul C.(, = 1) l00%/OOmL
(�'k7 ro Flow �• `so� 600 _
q- 07 no Qo _7. 3 _=7060-
S 200 _
1(Kj '' no Elms 9.2 -- _2_—__—, --
�r0 = 96p _
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lop
3�z7 8,l = 345 17
ZI�7 V,i 3360 75 _ _ ' Ig000
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i
NORTH CAROLINA DEPARTMENT OF NATURAL RESOURCES AND
COMMUNITY DEVELOPMENT
DIVISION OF ENVIRONMENTAL MANAGEMENT
Winston-Salem Regional Office
June 20, 1988 : �s P`
LsP� r
JUN
M E M O R A N D U M Pno
Tf
— — — — — — — — — — CHNH AC SRVlCfS 4 ;i
TO: M. David Vogt
Technical Services
THROUGH: Mr. Steve Mauney '
Water Quality Supervisor, WSRO, WQ
FROM: Mr. A.R. Hagstrom
Environmental Engineer, WSRO, WQy
SUBJECT: Your memorandum dated March 29 , 1988 , regarding
minor fecal coliform violations in the Crown MHP
discharges during 1986 ( 4 months ) and 1987 ( 2
months) NPDES Permit No. NC0055255 , Guilford
County
After reviewing your memorandum, an inspection visit
was made to the facility on April 11, 1988. The owner, the
ORC, and I went to the sampling points and walked the
downstream receiving stream to its junction with Hickory
Creek. At the time of the inspection the creek had a good
flow and it was joined by a second feeder stream within
several hundred feet. Hickory Creek had a very good flow
above and below the junction with the receiving UT.
The upstream may have some small animal grazing areas
but doesn' t have any obvious illegal inputs . The sampling
points were located too close to the discharge pipe and I
requested that they move the points approximately 100 feet
upstream ( above the area parallel to the WWTP) and
downstream ( just above the junction with the next feed
stream) . They agreed with this change.
The WWTP did have several over-flows that could have
gotten into the upstream over the past few years and to our
knowledge they were reported. These may have caused high
fecal levels upstream and downstream. Low and no flow
periods in the stream may have caused problems from high
fecal coliform due to the regeneration in the pooled areas
below the discharge. The permit only called for one sample
per month during the time of your evaluation. When they
found a high fecal level in the effluent, they would

Mr. David Vogt
Page 2
June 20 , 1988
increase the Cl flow. They did not re-sample; but if they
had, a low fecal level might have been found and the
geometric mean method to determine the monthly average may
have indicated no violation as the effluent fecals were all
less than 2000 except for November 1987 reading.
The Crown MHP owners try to do the best they can with
their small operation and promptly incorporate any requests
from this Office.
When the new NPDES is issued and more sampling is done,
the owner and his ORC should have better tools to operate
with and we should also have a better grasp of just how well
they are doing.
CC: Bob DeWeese
Guilford County Health Dept.
WSRO
Central Files

DIVISION OF ENVIRONMENTAL MANAGEMENT
March 29, 1988
MEMORANDUM
TO: Steve Mauney rr
V
THRU: Trevor Clemen -
Steve Tedder
{�
FROM: dhy98 •r17>y
SUBJECT: Water Quality Violations: Crown M11P (NC0055255, Guilford Co.)
Review of the effluent self-monitoring data for Crown Mobile Home
Park reveals that violations of the fecal coliform limit (1000/100 ml)
have been occurring. For instance, the following violations occurred
during 1986-87:
Fecal Coliforms (ll/100 ml)
1.986
Jan 1375
Feb 1365
July 1590
Nov 1780
-- 1987
Sept 1530
Nov 21000
Also noticed were high concentrations of fecal coliforms in the samples
taken for the instream self-monitoring requirement:
Fecal Coliforms (fl/100 ml)
1986 Upstream Downstream
Feb 2050 1300
Apr <2 6900
May 2610 <2
Nov 2220 2950
1987
Jan 105 50400
Feb 3350 14000
" Mar 345 4000
Apr 700 2000
Aug No Flow 5200
Sept No Flow 7060
Oct No Flow 50600
Dec 6400 11100

It is difficult to determine whether or not the problem of high instream
fecal coliform counts (as depicted by above self-monitoring data) are the
result of only the Crown MHP discharge. As can be seen, several of the
months also had high fecal coliform counts upstream of the discharge. This
could reflect some type of nonpoint pollution condition or could possibly
he due to improper sampling methods or incorrect laboratory protocol (we
have no records of another facility discharging upstream of them). In
addition, since this facility only monitors for fecal coliforms once.a .
month, there is the distinct possibility that other, more severe _violations,
are occurring but not being observed.
Review of the attached compliance printouts for 1986-87 also show that
violations are occurring for other parameters (most noticeably, BOD5 & TSS).
It appears that this facility is having a difficult time meeting their permit
limits and might benefit from some guidance from your office.
Your cooperation in correcting this situation is appreciated.
JDV/jdv
attachments
cc: Bob DeWeese
Crown MHP WLA
Central Files
Guilford Co. Health Dept.

GKEX78/MY ci;;/ y.:r;
COMFLIANCC EVALUATION: ANALYSIS .REPORT
PERMIT--NC0055255 PIPE--001 REPORT PERIOD ' 8502 -8601 LOC---f:
FACIL_I:TY•--CROWN MOHILE HOME PARK DESIGN FLOW-- .0420 CLASY.. -2
LOCATION---GRF..EN.SBORO REGION/COUNTY--04 GUIL_FORD
MONTH f' MGD DOD R1.-Si EE NH3 NH : FEC COLI CHL.OR I NH 00 .
86/01 .0072 7.. 30 9. 0 g:g751w . 100 7.30
_ AVERAGE .0072 7:30 -9. 0 ------ 1375. 0 100 7.30
MAXIMUM .0072 7. 7.30 9.0 _' __ i375.0 AM 7:30
MINIMUM .0072 700 9.0 1375.0 . 100 7130
UNIT MGD MG/L MG/L. MG/L ',/100ML MG/L MG/L

Lo
GKEX78/MY'
03/29/88
COMPLIANCE EVALUATION ANALYSIS REPORT -
dL
PERMIT- -NCOOS52 55 PIPE-2001 REPORT PERIOD : 8602 --8701 LOC--- -E
FACILITY---CROWN MOBILE HOME PARK DESIGN FLOW-- . 0420 CLASS--2
LOCATION--GREI:_NEBOR.0 REG.T.ON/COUNTY----04 GUILFORD
itii:iNIH Q ilk D DOD REST .;S. NH 3tNH S-- F I'C COLT CHLORINE O LNE DO
86/02 . 0072 7.40 .__ 8.0 tlo3'd5 . 100 7..20
86/04 11 .00 2;0 1 . 000 7: 10
86/05 .0220 9' 00 20.06095094 2.0 2. 100 7. 00
86/06 .0235 2.200 6.90
86/07 .0230 4.00 4090 3. 000 6.80
86/08 . 0220 10100 6.0 - .33 - 540.0 2.000 6.90
86/09 2-00 40. 0 2. 300 6.80
86/10 . 0230 5. 00 20 .0 2.200 7. 10
86/11 . 0220 9.00 iF). 0 . 34 <;yissiQ 2 . 200 7. 20
86/12 .0230 2 .00 1 `_ .0 2. 700 7.40
87/01 . 0220 €&W&F TNTC 2 . 600 7. 50
AVERAGE .0208 10.54 11 .0 2. 39 594.8 2.036 7.08
MAXIMUM 0235 46.00 20.0 6. 50 TNTC 3.000 7. 50
MINIMUM . 0072 2.00 6.0 .33 12.0 . 100 6.80
UNIT MGD MG/L MG/L MG/L /10()ML MG/L MG/L

GKEX78/MY 03/29/88'
COMPLIANCE EVALUATION ANALYSIS REPORT
PERMIT--NC0055255 PIPE--001 REPORT PERIOD : 8702 --8801
FACILITY--CROWN MOBILE HOME PARK DESIGN FLOW-- .0420 CLASS=-2
LOCATION--GRL--ENSBORO RliGION/COUNTY- -04 GUIL_FORD
MUil:(ai C121'H ;l) IiUD R E l S NH .FNHA IEC; COLT I:HL. ORI:NL D0
87/02 .0230 Q.00 t39 fi . 36 2. 0 2.800 7. 10
:37/03 .0230.E 8.00 360.0 2,200 7.00
87/04 .0220 8. 00 570 .0 2.700 7. 00
87/05 .0220 5. 00 8.0 3. 52 2. 0 2.700 7. 10
07/66 .0230 6.00 20.0 2,900 7. 70
.87/07 .0180 3,00 2.0 2.800 7. 10
87/08 .0180 3.00 8.0 . 39 20. 0 2.800 7.60
87/09 .080 3,00 4t530:.A 7.30
87/10 , 0180 5. 00 1 . 0 LESETHAN 180. 0 2,700 8.00
87/.11 .0180 6.00 py ,00.00 7.. i0
87/12 .O1$0 6. 00 85.0 2.700 6. 30
88/01 .01 8k) RAW. i 0.0 2��_ .- . 700 7,70
AVERAGE: .0199 i1 , 08 155.2 1 . 42 1981 , 7 2. 700 7.41
MAXIMUM ,0230 67 .00 720. 0 3. 52 21000 . 0 2,900 8. 30
MINIMUM .0180 3 . 00 1 . 0 L_FSETHAN 2. 0 2 .200 7, 00
UNIT MGD MG/L `'iG I._ MG/L.. /1 0r;MI MG I_ m /L

State of North Carolina
Department of Natural Resources and Community Development
Winston-Salem Regional Office
James G MarHn, Covertor S. Thomas Rhodes, Secretary
DIVISION :OF ENVIRONMENTAL MAN*EMENT t
. - September 23, 1987
RECEIVED
Mr. Elie M. Simann, Co-owner 5EP 2c 1987
Crown Mobile Home Park
7719 Lebanon Road
Greensboro, NC 27409 FRCIUIIES Pc (�`''•. :`` ;CE U"li
3
&.
Subject: Compliance Sam ling{ inspection
report o own Mobile Home Park
Wastewat rea en Plant (off
Janquil Drive) , NPDES Permit No.
NC0055255, Guilford County
Dear Mr. Simann:
On August 4, 1987, Mr. A.R. Hagstrom, Environmental
Engineer, with the Winston-Salem Regional Office conducted
the subject inspection.
At the time of the inspection the over-all operation
and maintenance of the .system appeared marginal due to
debris being allowed to get into the transfer piping (grass
and a doll ' s head) . Additionally, there was no bar screen
observed. the flow meter was not properly located ( the
float was too close to the weir and couldn' t move freely) ,
and the bank along one side of the WWTP appears to be
endangering the WWTP.
Based upon the limited self-monitoring data and the
sampling made during this inspection, the facility is
generally compliant with its Permit limits. Therefore, the
Crown WWTP is considered to be in com liance.
_ Even though the plant is considered to be comp;sabt,
steps should be taken to correctly install the flow",' r� o
measurement and recording system, install an appropila�.j)" i
screen or equivalent screen, and to protect the system Attpt� � ^�
the adjacent bank and surface run-off . The final e'fflue
discharge pipe ( at the creek) should be readily acc gsil?1 y�:�` _ pf
Any over-flows should be reported to this Office by
telephone and then by. letter when they occur. General �i101Fs�
eats North Po" Bm"nk State M'.Win Salem, NC- 2710G3295 •TekpNw 91%761-2351 _

Mr: -Elie M. Simaan
Page 2
September 23 , 1987
this plant should be under close enough employee inspection
and operator control that over-flows should be minimized and
hopefully eliminated.
You. are:requested :to respond in writing by October 31,
1987, stating what actions have been taken and what- are
proposed to correct the above mentioned problems.
If you have any questions about this letter or the
attachment, please contact me or A. R. Hagstrom at this
Office on'919/761-2351.
/Sincerely,
M. Steven Mauney
Water Quality Supervisor
MSM/ARH/pyp
Enclosure
cc: Mr. Gil Wallace, EPA
Guilford County Health Dept.
WSRO
Central Files through Bob DeWeese
10 x

- l
USGS Flow Data Request 3/' /2�`
Requested by:
SITE No. 1 County GU i ��a River Basin CAnc Fect
NRCD Sub Basin 63060 2 Map No. or Name -1) l it n, F_ t^'LU Cf , Gn , L n
Station No. Secondary or Primary Road No.
Stream N taT —; H c k v (k7/ C r e e ie
Data Requested: Drainage Area. Average F1ow� 30 Q 2 x
Winter 7 Q 10 k Summer 7 Q 10
SITE No. 2 County G-L I-Loc-A River Basin CUne r� /
NRCD Sub Basin L 3 o G OK Map No. or Name D I`1 ME e�sci,q t
Station No. Secondary or Primary Road No.
0
Stream Name c re e k
CL
E Data Requested: Drainage Area Average Flow 30 Q 2
v
Winter 70 10 �C Summer 7Q 10
M- be(dre nC(oencc i,v.'` CC c/f (
Y
7
W
m
SITE No. 3
County c River Basin
s
NRCD Sub Basin 5306 0 ce Map No. or Name Dial NL I le4 s G�
S
h Station No. Seccndory or Primary Road
Q
Stream Name UT C rf f {c
d
Data Requested: Drainage Area X Average Flow k 30 0 2 k
s
Y
Winter 7 Q 10 V_ Summer 7 Q i0
A { paint �� ! Sj WOrP �on �l�f�icz w � (-lick Cree �G
u

USGS Flow Data Request g 3 2 -(
Requested by: �'� Sc�, (�
SITE No. 4 County I��r River Basin
NRCD Sub Basin c--30 6026 Map No or Name DILL Pkrts . n-1 � S n
Station No. Secondary or Primary Road No.
Stream Name 1-1;c lw�Y C ice 1%
Data Requested: Drainage Area Average Flow—�L 30 Q 2 k'
Winter 7 Q 10 Summer 7 rQ 10 r
At � n { ✓ si berart cdntlyic �tCe ��� U I I5 'Fe $l
SITE No. 2 County River Basin
NRCD Sub Basin Map No. or Name
Station No. Secondary or Primary Road No.
Stream Name
E Data Requested- Drainage Area Average Flow_ 30 Q 2 —
C
Winter 70 10 Summer 7Q 10
m
v
c
c
Y
7
p
0
SITE No. 3 County River Basin
NRCD Sub Basin Map No. or Name
S
�s Station No. Secondary or Primarl Road
h
d
Stream Name
Data Requested: Drainage Area Average Flow 30 0 2
s
Winter 7 Q 10 Summer 7 Q i0
v

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(HIGH POINT EA$T) 83
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TO
REQUEST _NO B326 SITE •NO: 1 DAlE : 3/23/SB
SOURCE :NRCD ACTION: NEW STREAMFLOW CONDITION':
STATION NUMBER:: 0209948995 TYPE STATION: 20 --
STATION NAME: HICKORY C- TRIB AT KIRKMAN X RDS, NC
LOCATION: 0.3 MI ' AS MTH AND. 0. 9 MI SE OF KIRKMAN X RDS, NC
:•LATITUDE: 355721 LONGITUDE: 795225 --
QUADRANGL..E:. NUMBER : D19NE
COUNTY CODE: 081 STATE CODE : 37 DISTRICT CODE : 37
HYDROLOGIC UNIT -CODE: 03030003 NRCD BASIN CODE'_ : 030608
DRAINAGE AREA: 0. 30
AVERAGE FLOW :- 0. 3 RANGE :- 0.2 _fs to 0 . 4 nf.: 20 %rcen. : CB7
7010 MIN FLOW: 0.00 RANGE: cfs to c: fn Percent. C :i
(SUMMER)
3002 MIN FLOW: 0. 00 RANGE , cfs to cfs Percent C
7010 MIN FLOW : 0.00 RANGE : cfs to cfs Percont C 7
( WINTER)
702 MIN FLOW: RANGE : cfs to cfs Percent. C l
NOTES:
CA7 Estimate is based on records collected at. or near the cite, and the range
indicates approximate interval in which t.hc actual value way lie
TBJ Estimate is b8sed entirely on runoff observed at nearby streams and
therefore no degree of reliablity is attached.
: CC7 - Because of the probable degree of-inaccuracy of the estimate only
range is given .
CDJ Approximately.
Streamflow Condition Codes. CR7 Regulated CNJ Natural
REMARKS :
REC1UESTOR ---SCOV ILLE
Entered by: AEF
Fee charged: 0 . 0e.?

REQUEST NO: 8326 SITE WO: 2 - .-DATE 3/23/88
-SOURCE: NRCD -;ACTION 4NEW _QjS;TDiEAMFL'OW .CONDITION':_';''
...
.STATION NUMBER; 0209948993 T YREATATION1,20 ='
STATION NAME: HICF(ORY ' C BL-SR .1131 .NR GROOMETOWN, NC-
LOCATION: 0. 8 MI BL SR 1131 •AND 2.5 MI"SW ;GRO.OMETOWN&NC.
L..ATITUDE : 3557.14 LONGITUDE: 795212
QUADRANGLE NUMBER: 019NE
COUNTY CODE ; 081 STATE CODE: 37 DISTRICT' CODE: 37 -
HYDROLOGIC: UNIT CODE : 03030003 NRCD BASIN- CODE:--030608
DRAINAGE- AREA: -8.70•
AVERAGE FLOW : 8 . 0 RANGV 6 .0 cin tc 10.0 cfs 20 P'ercont EBj
7010 MIN FLOW: 0. 00 RANGE: cfa.- to cfs Percent C J
(SUMMER)
30Q2 MIN FLOW: 0. S RANGE: 0t3 cfs to 0.7 cfs 35 Percent EA]
7010 MIN FLOWr 0 .3 RANGEP 0.2 cfs to 0.1 cfs 35 Percent EA]
( WINTER)
702 MIN FLOW: RANGE : cf:. i.o cfs Percent C- 7
NOTES :
CA] Estimate is based -on records collected 'at or-near the site, and the range
indicates approximate interval in which the actual value may; lie
CB] Estimate is based entirely on ;^unoCC observed at nearby .streams and
therefore no degree of reliablitu' is attached.
CC3 .Because of the probable: degree of A naccuracy of the estimate_ only
range, is given.
CDJ Approximately.
Streamflow Condition Codes CRl Regulated CN] Natural
REMARKS:
REUUESTOR ---SCOV I L,L E
Entered by: AEF
FCC charged : O . OU

fiEC1UEST N0= 53 6 5ITErNO 3 DATE.: 3/23/%
SOURCE NRCD ACTION: NEW SiRI:AMF'LOW CONDITION :
STATION NUMEEF =0209948999 TYPE STATION: 20
' STATION NAME:;. HICKORY C TRIR: AT MTH NR GROOMETOWN , NC;
LOCATION: AT. MTH .AND 2. 7 MI -S OF GROOMETOWN, NC;
LATITUDE:1355704. LONGITUDE : 725205 -.
QUADRANGLE. NUMBER; DITNE::
COUNTY CODE: 081 STATE CODE : 37 DISTRICT CODE : 37
HYDROLOGIC UNIT CODE: 03030003 NRCD BASIN CODE : 030608
DR61NAGF AREA : 0 _ iO
AVERAGE FLOW: 0 . 4 RANGE :' 0 . 3 rfs to e . 5 cft 24 F'r.;^i_On4 CB
7010 MIN NOW: 0. 00 RANGE: : vfs to cfn Percent C :.
(SUMMER)
3002 MIN FLOW: 0, 00 RANGE : cfs to cfs Percent C
7010 MIN FLOW : 0,00 RANGE: cfs to :_fs Percent F ]
(WINTER)
702 MIN FLOW: RANGE: cfs to cfs Percent I
NOTES:
CA] Estimate is based on records collected wt or near the site, and the range
indicates approximate 00r0al in which the actual values may iie_
EB] Estimate is based entirely on runoff observed at nearby streams and
-therefore no degree of rel i abli ty is attt chQd.
EC] Because of the probable degree of inaccuracyof the estimate only
a range is given .
ED] Approxim8tel _,.
Streamflow Condition Codes CR] Regulated E:N] Natural
REMARKS ,
REOUESTOR--SCOVILLE
Entered by: AEF
Fee charged : 0,. 0E

r or ain r g 26' SITE NO: 4 DATE : 3/23/88 '.. .
SOURCE ' NRCD ACTION : NEW STREA'MFLOW CONDITION -
` SIATION 'NUMPER: 0209948997 TYPE STATION: 20
STATIONONAME : HICKORY C AB SR 1132 NR GROOMETOWN, NC
LOCATION:. 0. 1 MI AB MTH AND 2. 7 MI S OF GROOMETOWN, NC:
LATITUDE: 335700 LONGITUDE; 795207
QUADRANGLE. NUMBER: D19NE
COUNTY CODE: 081 STATE CODE.: : 37 DISTINCT CODE : 37
HYDROLOGIC UNIT CODE: 03030003 NRCD BASIN LODE : 020608
DRAINAGE:: AREA : 9. 10
AVERAGE FLOW : 9.0 RANGE: 7. 0 CFO to 11 cPs 20 Pr:.rann:: C '.J
7010 MIN FLOW: 0 . 00 RANGE: cfs to cf=_. Percent. C I
(SUMMER)
3002 MIN FLOW: 0. 5 RANGE:: 0. 5 cf=. to 0. 7 c7s 35 Percent LAD
7Q10 MIN FLOW : 0 . 4 RANGE> 0.3 cfs- to 0.5 cfs 35 Percent. CAD
( WINTER)
702 MIN FLOW: F;ANGE: cfc_ .o cf=_. Percent L _
NOTES:
CAJ Estimat._.. is based on records collected at or near the site, and the range
indicates approximate interval in which the actual value:.: may lie
CB3 Estimate is based entirely on runoff observed at. nearby streams and .
therefore no degree of reliablity is attached.
CCJ Because of the probable degree ,of inaccurac,_, of the estimate only
e. range is givon.
EDJ Approximately .
Str"eamflow Condition Codes CRJ Regulatud LNJ Natural
REMARKS :
REOUESTOR ---SCOVIL.I_Ir_
Entered by; AE:F
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