NCG550064_Other Correspondence_19890202

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NPDES SFR WASTELOAD ALLOCATION
Date : May Z, /QB?
, '� p CG 5-55 006 4
Faci I i ty Name : (/�e OeRgy eCC)dieleo ?eside*ce Permit : A 0O33 .
Receiving Stream: SpocieZ CA 1 Class : C Sub-Basin : 0308 33
County : Ll►.)eal^) Regional Office : MRO
Reference USGS Quad : F1 NE Existing : V Proposed :
Elevation : 7 / 5 Drainage Area : 0.. 35I121/2
Hydrologic Group : C. Design Temperature : 25 ° OP
Slope : Comments :
0 u'ff a 11 7 75' — `1 (A-f)-(A-el)
c-w reAre4-7,,d freA/vvd, _
��n�y
71ob if' 13( -rpnt ; ��crr�u-ce CQ�` 'E` cam
Igo 33 Ina
y3 ,17
7ZD
700 , ql 22
ttlE. slop 75 - 1. 78 42-Pp M
RECOMMENDED EFFLUENT LIMITS
Wasteflow (gpd) : zoo
BOD5 (mg/ I ) : IS
NH3-N (mg/ I ) : 4
D . O. (mg/ I ) : (.D
pH ( SU) (Q_q
Fecal Coli ( / 100m1 ) :' 1000
TSS (mg/ I ) : 3D
RECOMMENDED BY : lie•C-.ZACte-aa,-1-L.--t— Date : Z (B
APPROVED BY : // (..:?...er..
Regional Engineer : ,/D /2. • Date : 6�3,?7
P�gional Supervisor : 0, 7/J-j-J' Date : 1�
ROUTE to Technical Support Group and Permits & Engineering Unit
(Enclose copy of USGS topographical map showing location of dis har er

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Date: May 2 , 1989
NPDES STAFF REPORT AND RECOMMENDATIONS
County: Lincoln
NPDES Permit No. -NC 0033590
PC.G-SS00(o4
PART I - GENERAL INFORMATION
1. Facility and Address: Beverly Riccitiello Residence
( formerly Boswell Residence)
171 Denver Heights Circle
Denver, North Carolina 28037
2. Date of Investigation: March 3 , 1989
r/3
3 . Report Prepared By: Michael L. Parker, Environmental
Engineer I
4. Person Contacted: Ms. Beverly Riccitiello, owner;
telephone number ( 704) 483-1368
5. Directions to Site: From the junction of
R. 1386 (Little Egypt Road) , travel north 03-02,- 33
approximately 3 . 3 miles (S . R. 1386 becom
Turn left (west) on S. R. 1381 (Kiddville 5' N3aerg- '�t-EV--
approximately 2 . 4 miles. Turn left on S.
Heights Circle) and travel approximately
Riccitiello residence is on the left side
(double wide trailer) .
6 . Discharge Point - Latitude: 35° 29 ' 56"
Longitude: 81° 03 ' 18" (note change from
previous location)
Attach a USGS Map Extract and indicate treatment plant site
and discharge point on map.
USGS Quad No. : F 14 NE
7 . Size ( land available for expansion and upgrading) : Ample
area exists for continued operation and limited expansion,
if necessary.
8 . Topography ( relationship to flood plain included) : Gently
rolling, 3-8% slopes. Facility is not located in a flood
plain area.
9 . Location of Nearest Dwelling: Several within 500 feet.
10 . Receiving Stream or Affected Surface Waters: Snyder
Creek*
*Note change from previous Permit
�' V G. �27 i3s✓

Page Two
a. Classification: C
b. River Basin and Subbasin No. : Catawba 030833
c. Describe receiving stream features and pertinent
downstream uses: Good flow observed in receiving
stream although a rainfall event was occurring at the
time of the site inspection. No detrimental effect
was observed in the receiving stream as a result of
this discharge. No other known discharges exist on
this stream segment.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. Type of wastewater: 100% Domestic
0% Industrial
a. Volume of Wastewater: 0 . 00024 MGD
b. Types and quantities of industrial 'wastewater: N/A
c. Prevalent toxic constituents in wastewater: N/A
d. Pretreatment Program (POTWs only) : Not needed
2 . Production Rates ( industrial discharges 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 existing facilities consist of a septic tank followed
by a subsurface sand filter. Disinfection facilities are
permitted, but were not observed during inspection.
5 . Sludge Handling and Disposal Scheme: Removed as needed by
a septage hauler.
6 . Treatment Plant Classification: N/A
7 . SIC Code( s) : 9999
Wastewater Code( s) : 04
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grants
Funds (municipals only) ? No
2. Special monitoring requests: N/A
3 . Additional effluent limits requests: N/A
4. Other: N/A
PART IV - EVALUATION AND RECOMMENDATIONS
The applicant, Ms. Beverly J. Riccitiello, requests renewal
of Permit No. NC 0033596 ( formerly issued to Mr. Larry S.

•
ti Page Three
Boswell) for the operation of a residential wastewater treatment
facility. According to Ms. Riccitiello, she was not made aware
of the existence of said Permit at the time she purchased this
property in February, 1987 .
At the time of the site inspection, a disinfection unit was
not able to be located on-site either by the writer or the
applicant who explained that she was unaware that such a unit
existed on her property. It appears that either this unit was
removed or, if it did exist, has been covered over and could
not be located by the applicant nor the writer. Past inspection
reports from this Office documented the existence of a tablet
disinfection unit.
As a result of a revised discharge location, effluent
limitations have changed ( see waste load allocation) and reflect
more stringent limitations than previously issued. The existing
facilities may not be capable of consistently complying with the
new limitations.
It is recommended that the NPDES Permit for this facility
be renewed.
a421Ck2'24:L.—
Signature of Report Preparer
Water Qualit egional Supervisor

440 �QyLQ z1zn� +
g Engineer Date Rec. #
NOu 1/) 00►J ks '• e S. c.c.;.. ell. (2e,s„ ,x, -
NPDES WASTE LOAD ALLOCATION kip/� la 19 `1 g-7
1 Facility Name: �.a,^�^\I S : BoSW P /1 RPsi'cirovl�' e (�o/`/Y�Pd' l & iel1 iee ) Date: l-2'l.S g3
� Qcssoo� 4 I
c,0� Existing I xl Permit No. : dg --333 Q Pipe No. : 0 / County: J(;/1c aJ''►
i
a Proposed //
_2 Design Capacity (MGD) : (, Dry Industrial (% of Flow) : Domestic (% of Flow) : /&©
V
Receiving Stream: Sn / S E'/ Cc e'K Class: G Sub-Basin: 03' 0 g' 33
2 Reference USGS Quad: (Please attach) Requestor: ' ' -" e ,e Regional Office 910fe,c•PS,1 // P
°= (Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp. : 2 54e- Drainage Area: 1.�'l +rrM Avg. Streamflow: 1,6 e
7Q10: 0 Winter 7Q10: ©, °5 e+S 30Q2: O_ 2 e `cS
� Location of D.O.minimum (miles below outfall) : � Slope:
�� r�
E Velocity (fps) : 9 l4 K1 (base e, per day, 2 °C) : ©• `� K2 (base e, per day, 24 C) : 5 2 2
0
�a
0
4.0
H Effluent Monthly Effluent • Monthly
0 Characteristics Average Comments Characteristics Average Comments
74 `gym. 5- ' �
-ass 30 .finn : 6
_ �ec� Ct �OC�0 �te� �x
s _
PLOTrED ,
Original Allocation t/
Revised Allocation 1 1 Date(s) of Revision(s)
0/ Prepared By: (Please attach previous allocation)
Confirmation ED
ci
Q�c lV ( �°'coiBy:f Reviewed /�G Y6P,61#;44,_ 1- '�!
L/ Date:
c --

For Appropriate Dischargers, List Complete Guideline Limitations Below
Effluent Monthly Maximum Daily 1
Characteristics Average Average Comments
Type of Product Produced Lbs/Day Produced Effluent Guideline Reference

• REQUEST NO . : -
****:*;*:**:*-4:*:#**.**:**:*: WASTELOAD ALLOCATION APPROVAL FORM ******4.***:1 :4*4#.#* #.**
•
FACILITY NAME : LARRY BOSWELL RESIDENCE
TYPE OF WASTE : DOMESTIC
COUNTY : LINCOLN
REGIONAL OFFICE : MOORESVIL.LE RE:QUESTOR : HEL..EN FOWLER
RECEIVING STREAM : SNYDER CREEK SUBDASIN : 030833
7010 : 0 CFS W7010 : . 05 CFS 3002 : . 2 CFS
DRAINAGE AREA : 1 . 39 SO .MI . STREAM CLASS : t
1
*:*:*********:**:****4***:#:** RECOMMENDED EFFLUENT LIMITS ************************
RECEIVED
WASTEFLOW( S ) ( MOD) - .001
DOD-S ( MG/L ) : 30
NH3-N ( MG/L ) : !AN 3 1 1984
D . O . (MG/L ) :
PHf SU} . 6-9 WATER Qi1Nl.1jY OGL►ION
I ECAL. COLIFORM (/100ML.. ) : 1000
T:=a ( MG/L) : 30
*:*:******:4;*..*.* '**** K******:*******:*****:*:***::44*:********4*4**:***4:*:4***:***4*:4*** #:*****:*
FACILITY IS : PROPOSED ( ) EXISTING ( V NEW ( )
LIMITS ARE : REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY :
MODELER : _. G 1 1_(. _-__De?'_DATE : __.�lz-s j'
SUPERVISOR, MODELING GROUP : _.L __ _ _ _ —DAi'E : _� /e�S/'i_..
1 f
REGIONAL. SUPERVISOR : _____ ___ __,d 'Z . : ..__.._ DATE : ..__._.._ ___.__- __
PERMITS MANAGER : .__ j ZA-ei,_"-
_,c .._............DAiTE : ._/-..I!:_ ".. ....
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.i.********: MODEL. RESULTS ****.****.**
DISCHARGER :LARRY BOSWELL RESIDENCE
RECEIVING STREAM : SNYDER CREEK
: *,*.*..:*.*** y �:::*:.j':*: *v�* *.y y *** j * j j:* 4 y j y* y J� y j y* 6 ./ ,( .}
:�.rf'.:T T.��m R ry'*.7�..'T•.}' � 'F 'Y T 5 '( ?.T*T.T.*?•*T T�T**T R.T�fl'..p.�:.'�.:1�**T T*+T,t.T T****•�.rT+r7�rl�•�.rig:1�..��..�{.:{.?�.:7•.�.�..j•.rF�.
THE END D . O . IS 7 . 34 MG/L.
***************.*************:***************:***********:#:**:********:*****:
THE END CBOD IS 4 . 75 MG:/L.
*:**:****** <**********:*:*************:**::# *:*:::*:$.:#:**::*::#:*:*:*:**:*:**:*:**:**::#::*:#:;*****.*.*
THE END NBOD IS 0 .00 MG/L.
***********:***:*********************:**:*********:i<*****:*:***********4*****
THE D .O . MIN . OF SEGMENT 1 IS 5 . 00 Mir/L.
THIS MINIMUM IS LOCATED AT SEGMENT MILEF'OINT 0
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 110 MG/L OF• CBOD
•THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D . O. IS 5 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 1 . 0E- 3 MOD
;***************:**:4:***:********.****:*:*****************4**:4*******:******:**

• *** MODEL SUMMARY DATA 4**
DISCHARGER LARRY BOSWELL RESIDENCE SUBBASIN . 030833
RECEIVING STREAM SNYDER CREEK STREAM CLASS. C
7010 Y. 0 CFS WINTER 7010 I . 05 CFS
DESIGN TEMPERATURE 25 DEGREES C. WASTEFLOW . 001 MOD
I LENG T H I SLOPE I VELOCITY I DEPTH I K1 I Kn I SOD 1 K2 I NetPS I
IMILES IFT/MI 1 FPS I FT I /DAY I /DAY IMG/M2DI /DAY IMr_ /L./DI
1 I 1 I I I i 1
1 SEGMENT 1 I 0 . 801 26.001 0. 100 10 . :l :l 10 . 91 10 . 00 I 0. 01 5. 221 0 .001
REACH 1 I I I I I I I I I 1
------------
ALL RATES ARE AT 25 DEGREES C .
1
1
1
1
*** INPUT DATA SUMMARY ***
I FLOW I CBOD I NBOD I D .G . I 1
I CFS I MG/L. I MG/L I MG/L I
I I I I I
SEGMENT 1 REACH 1 I I I I I
WASTE I 0 . 002 1110 . 000 I 0 .000 1 5. 000 I
HEADWATERS ] 0 .000 I 0 .000 I 0 .000 I 0 . 000 I
TRIBUTARY I 0 .000 I 0 . 000 I 0 . 000 I 0 . 000 I
1 RUNOFF * I 0 . 040 I 2 . 000 I 0 . 000 I 7 .560 I
1
*: RUNOFF FLOW IS IN CFS/MILE
1
1
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� I