NCG550111_Wasteload Allocation_19871109

m. /eok 5yq.er6/.90
.. `NPQ ES. `SFR WAS.T.ELOAD ALLOCATION
Arrr 1 CstaiJaet. -ro Ceay.-- L. (2023 n-7- o a c ?..
Da t e :Mve,+4e.-9/571
it/C6-SS0///
Faci i I ty Name : Dae'ls/L. "ref'6e.
perm , ,
Receiving St : earn: f ..T, Q4q %:vVr- Ciass .GvS -77l' Su -3at: in :g0,1 03
our.
: y : 06/4%.74j.i ?e: tonal Of ', ice : t-t/,'.,✓/o.,_ .5•4 ..r
Reference J3 S Ouac . ,/f4YE
- 1e :att ! G s'irQ
Sic✓, af40,4-e S/ere .
$6D _. �4:km, Sy„4,i i a r :s.'r<,`,.> Ae«se_
S v O , /3 6 7 /tea r...•f rent..../ rer SFR
_ _S , 0 3 67 - .55,S;..,, �epz ref co„s/r«../•-/
RECOMMENDED EFFLUENT i !M! TS
wsstefiow : 3pd ) : tiso RECEIVFI)
8005 cmg/ I ) : /s
0 . 0 . img / ! ) : 6 NOV1 � �
PH CSU ) : 4 �. 9
Fecal Cci . : ! t Oum, ) : isvo TECHNICAL SERVICES BRANCH
TSS (mg/ i ) : 30
RECOMMENDED BY : � .....e $ .., Da t e :A44.......44-417 i/f1)
APPROVED BY :
Regional Eng : neer : °) 1' 71--- ;'Pre---- Date : //--/2-57
Regional Supervisor : o • Date : // /c - •(C -
ROUTE to Technical Support Group and Permits & Engineering Unit
- (:Enclose copy of USGS topographical map -showing location of discharger )

f. n t
` •. ..
NPDES SFR WASTELOAD ALLOCATION
Scw 6S "d0 270 Date : '_3_D
L. /4(/GE (# Sd) O69- *1- 5
Facility Name : 7 2 T640fir (# S9) 64 4 e r% t
Receiving Stream : a/94/ -'7/ Class ' C Sub - Bus . n ,f302Q3
Coun : /(7,g /4/ 1 Regional Office : /475%fe
Reference USGS Quad :
/9 i Ex : sting : Proposed : /--- 68, Sd
EIe ,va7 c 5‘c Drainage Area : a ,
11
Egouf r G! resign Temperature : Z .5-0C
c10 : E...Le�. o5 5- : Comments :
. F ri 5 ,440*.'$ t.�sTeo a y
5 `0 5y ems / f f/ ' 44 //y- •r
S Z U o,03 aa7 Ta '�'�0L1e6-,•' S war
ciz
S a G 0.25 S G 04,0-C fc41
o.
qvo S2i.oe = /03 fT1/47
COMMENDED EFFLUENT LIMITS
Was : e ' , cw ( gPC /35Oi'ro /
BODE Crngi . ; • I
NH3-`i tmgi ' ; .
D . C . (rr.g/ ; ) :
o ff Cc' ) :
Feca ; Coll : i1COm1 ) : IOOD
TSS (mg / i ) : 3 0
RECOMMENDED BY : Date :
APPROVED BY :
Pegion I _ ^ ,, neer Date : 3-85
Regional Supervisor : • Date :
ROUTE to Tecf.ni ^al c ' Group and Permits & Engineering Unit
( EnC ' ose copy of USGS : J Jgrapr c ai map showing locat , on • of d , scharger )
,

DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
MEMO TO: W. Lee Fleming, Chief
Water Quality Section
FROM: Steve Mauney
Regional Engineer
SUBJECT: Dickersons Inquiry (& Staff Report)
Rockingham County
April 3, 1985
The writer has visited this site and recalculated the effluent limits.
A copy of the previous staff report is attached and except for the dual sand
filter there are no changes.
FLOW .00045 MGD DO 6 mg/1
BOD 15 mg/1 PH 6 - 8.5
TSS 30 mg/1 FC 1000/100m1
NH3 4 mg/1
An NPDES Permit with secondary limits was issued 12/8/78 for this lot (068) -
and two others (#59 and #80) . All three homes had some septic tank problems in
1978 and lot #68 has at least 1000 sq. ft. of nitrification field disposal area.
Neither the Dickersons nor have the Prices (lot #80) installed a sand filter.
The letter of 1/18/83 notifying the former owner, Joel T. Campbell of the 6/3/83
permit expiration was not answered. As indicated by Mrs. Dickerson there had
been a dry spell when they bought this house in August of 1983. The date of their
Offer to Purchase and Contract is July 12, 1983. It is apparent from the letter
that no sewer problems were evident to the Dickersons until at least April 1984.
As Mrs. Dickerson says, this is a health hazard and they apparently need to solve
this problem to allow the house to be sold. It is suggested that we supply the
Dickersons with a set of standard filter plans so they or their septic tank contractor
will only have to supply the lay-out of the system. The Dickersons will only need
to send the lay-out sketch, $25.00 permit processing fee and an application as
requested 11/26/85 by the writer.
MSM/adp
cc: Authur Mouberry
WSRO

I
SOC PRIORITY PROJECT: Yes _No X
If Yes, SOC No.
To: Permits and Engineering Unit
9 9
Water Quality Section
Attentionflack Wiggins
cc. Rockingham Co. Health Dept.
Files "�a B" . � k `" �,
Water Quality-Central �� �� �, ��
WSRO
L 8 1993
DATE: June 29, 1993
ESN �.,, St/urOdT 8 N+CM
NPDES STAFF REPORT AND RECOMMENDATIONS
Rockingham County NPDES No. NC0044208
PART I - GENERAL INFORMATION
1 . Facility and Address:
MR. David L. Price
PO Box 893 ( 167 Fieldale Dr.)
Stoneville, NC 27048
2. Date of Investigation: June 2, 1993
3. Report Prepared By: Ron Linville
4. Persons Contacted and Telephone Number:
Mr. David Price (919) 627-8461 (H)
370-8130 (W)
5. Directions to Site: From US 220N go Rt. on NC 135E. Rt. on
Parkwood Dr. (SR2241 ) then Lt. on Woodl awn Dr. House is on
left facing Fieldale Rd. at corner of Woodlawn and Fieldale.
6. Discharge Point-Latitude: 36° 27' 58" Longitude: 79° 48' 38"
Attach a USGS Map Extract and indicate treatment plant site
and discharge point on map.
USGS Quad No.: B19NE and USGS Quad Name: SW Eden
7. Size size and expansion area consistent with application?
X Yes No If no, explain:

•
8. Topography (relationship to flood plain included): Appears to be
out of the flood plain.
9. Location of nearest dwelling: Neighborhood houses.
10. Receiving stream or affected surface waters: UT Dan River
a. Classification: WS-I V
b. River Basin and Subb asi n No.: ROA 03-02-03
c. Describe receiving stream features and pertinent
downstream uses: Creek flows through suburban
wo odl ands.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1 . a. Volume of Wastewater to be permitted: 0.00045 MGD
(Ultimate Design Capacity)
b. What is the current permitted capacity of the
Wastewater Treatment facility? Same
c. Actual treatment capacity of the current facility
(current design capacity)? Same
d. Date(s) and construction activities allowed by previous
Authorizations to Construct issued in the previous two
years: None
e. Please provide a description of existing or substantially
constructed wastewater treatment facilities: Septic
Tank, 391 Sq. Ft. and 196 Sq. Ft. (secondary) sa ndf i l ter,
chlorine contact chamber, discharge pipe w/ step
aerati on.
f. Please provide a description of the proposed wastewater
treatment facilities: None
g. Possible toxic impacts to surface waters:
Residual Chlorine.
h. Pretreatment Program (POTWs only)
in development approved
should be required x not needed

2. Residuals handling and utilization/disposal scheme:
a. If residuals are being land applied, please specify
DEM Permit No. NA
Residuals Contractor NA
Telephone No.
b. Residuals stabilization: PSRP _ PFRP _ Other X
c. Landfill:
d. Other disposal/utilization scheme (Specify): Hauled as
needed to POTW.
3. Treatment plant classification (attach completed rating
sheet): SFR
4. SIC .Code(s): 4952 Primary 04 Secondary
MTU Code: 460 7
PART III - OTHER PERTINENT INFORMATION
1 . Is this facility being constructed with Construction Grants
Funds or are any public monies involved. (municipals only)? No.
2. Special monitoring or limitations (including toxicity)
requests:
3. Important SOC, JOC or Compliance Schedule dates: Please
indicate)
Date
Submission of Plans and Specifications NA
Begin construction NA
Complete Construction NA
4. Alternative Analysis Evaluation: Has the facility evaluated
all of the non-discharge options available? Please provide
regional perspective for each option evaluated. Unknown.
Spray Irrigation: Inadequate area.
Connection to Regional Sewer System: Not available.
Subsurface: Unknown.

Other disposal options: None known.
5. Other Special Items: None
PART IV - EVALUATION AND RECOMMENDATIONS
WSRO recommends the pe
rmit be renewed.
Si ature of Report Preparer
CW2 _
Water Quality Supervisor
—
Da to

x
w ,
A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Final
During the period beginning on the effective date of the Permiand lasting until expiration, •
the permittee is authorized to discharge from outfall(s) serial number(s) 001.
Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristics Discharge Limitations Monitoring Requirements
Kg/day (lbs/da ) Other-Units (Specify) Measurement Sample So
Monthly Avg. Weekly Avg. Monthly Avg. Weekly Avg. Frequency Type Loc
Flow 450 GPD
BOD,5Day, 20°C 15. 0 mg/I 22. 5 mg/I
Total Suspended Residue 30. 0 ma/I 45. 0 mg/I
NH3 as N 4. 0 mg/1 6. 0 mq/I
Dissolved Oxygen (minimum) 6. 0 mg/I 6.0 mg/l
Fecal Coliform (geometric mean) 1000. 0/100 ml 2000.0/100 ml
Residual Chlorine
Temperature
The chlorinator shall be inspected weekly to insure there is an ample supply of chlorine tablets for continuous
disinfection of the effluent.
1
r
The pH shall not be less than 6.o standard units nor greater than 9.0 standard units..
There shall be no discharge of floating solids or visible foam. in other than trace amounts. co

f I' / ✓ , l� _t.`lljlg i ; ;\\74f:177
f': RO RD ,j
/ �J V •
6 .. 8 . - C 653 t'
(�� '�0 i �I
�i, (. P"sj . s •..!mi."' r #,', =` >� ... =� ,Ham ton Heishta 4 '/
j4..., % < f ) r _____AA
, •\1 J I \J Ed • rdens.s'� T ter N Re5"'
• DCW ;d1 L ., : • •• �
�/ w C( l .. i r ;� 6ad•\ r Ri View ` I) -
Aror
y e \
)\ . 'r4\ '..--.-/,.‘ L
• ---_-.. / • ---•. 1- > • /; ' / / \
•! .> .,
_____..:-..• ..j,,,t, \ 117
1.._, cx — — ,\.,,e.. .%<,_.-_____ ,,,_ --,,,:_\,,i ._ -:,,100,..,,,..37-„,„?:-:_:... /-\
, . 7: r,.._ ...., , ,..,,,-----, it . .. \. . _2,,,:.:..,
j , ; ,..(\,......„ . \.. ......._ .
1.,,, c:; .,,,
/1
INIS.'r.(— ..D I 5 C\a_c•-,S-' - -) ', / . ' \
yrr'. -\\\ PO 1 r 1,c,/ -.I-- ,' *‘;/ - •\,„ -..-
.ni\. ------ , - • t. . cj . . rc
„..,..v., \ , . ,. . . .:
,‘\\7_,
------„.... . \ ..., „_, . ) .....,
r, . • ri. \,. ., • . •‘.., 7
(--* ---!".-- 7' r‘ : •
,%%.,:.1 ,..............-.. ..._..7..,
. .....\. 1. ‘; ii, .4,1,_..., '....‘, ,..-. . I): -.0-..•.7............, V(
- 7--s .1\-_. ---, _._. - -J- - - -------,-- .5\,' , ) •••, •„,,
.0„,•'-- •\ \\ s\......., ''15.-r::=24( A • : /.4---••••••••••.1.s. ; c..... (rc_7_/--:,. __.:,...I__ _.__c7. :
...J' \ ' . U I• /-1� � ��.. �,•Tom..-v- jr:\‘‘
\71,z5 .._. ..„..,
cr\m\x ,
) I _;a- te G r`' ( C>^ �''f� <
• i / ....Z.—d—_,_____...J, ,,,.., 60° v_i--,,,....,::._"<") jr
„.......,‘.si:. .\...,\N, ..\ ;.......
. --Ns --,1 71—'.. • ' \—.600 ; j: ..---- ! ' ....,___.' -----%., (7---) .
' (...51Nk----1 .--------I ‘,.. .j ,-"- C.? ./. ( ' .,:_. (----, _ r7- -._\.--\,... __,. 7 I, ,
\:;?(/ ' ---bN2. ..3
...... (., il !((-\,„ c. ,\.7\I.
1 1 - 1 /-• . '-7 '. ' --. //,' ,iii,i:,yH,,, ,..
4. \ ---:".--'• „--,, .'y D \2. , ...\, ‘ 6,\ ,./ ,<---„—j--- --,-*-----_':--- c ,',N„ IV,.., -,,c
, \,,, ,/I ,
- -...-4. % .,, - . -,-, ,i, , . .‘ 1--7 '' , .\ /1(\.../ ' : (_ ' ' \
; /-11 '\: .\\ '—/'' ( ; ----) ' .. '.• 1r i.r• „„-_,..-, • . r----
(11 , ------?.‘" .r'\ p L--- \. .-117\S-1.
..... . _.: ../i_„..,n ti 0 77) V ._,% #., .
' l' '.'AC. 4. VA-, 0 ----7------ '-----i" vi J , /...T '" ,ip --' 1
/ (r rrj,'',1) ..
••\_‘; ' \‘,.,-s; .c1`,.----- :/(
I '-'1., c.,, ./V ('‘,-. vif ( • --,..q,,.
IN ...n ,.., rt.:,L,„:„.;i• , __, ip , . _,, osi, ..).:. „ ,, .. , .../ „_ A\.....7:„. 1,..„-j.
-/0\ '2 ' '".. '› . .•- 7, -Nr-'n- \___ _lir/ ,, • c.q., ...,dem )(\ „I) I /
t) •��' \\\ /c.) 12,..\. .., - - - • • t (---/-2 juJcpom, ��./ 4 .!� 1'� \. �;,..
• ,/.. its J, �� — , �