HomeMy WebLinkAboutNC0050075_Wasteload Allocation_19811222Ai60o 760 75
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g Reference USGS Quad: b 1= N iJ (Please attach) Requestor: Re-gelma4a1 Office 4,4.
(Guideline limitations, if applicable, are to be listed on the back of this form.) cci-z..:
Existing
Proposed
me:
NPDES WASTE LOAD ALLOCATION
Ca_axoul. en . Scl• c d1- Co t e +Jr c o i th E.te
Permit No.: '
Date : 10 1 .1 R f
Pipe No.: Oubbi County: L4.:eS.Q.
Design Capacity (MGD): 0.01 Industrial (% of Flow): Domestic (% of Flow): 100 °L
Receiving Stream: lk.T 43 3. Class: C- Sub -Basin: 03 O S I C.64-6,,a c`
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Design Temp.: �Ov
7Q10. O, 0 C'5
Location of D.O.minimum (miles below outfall):
Drainage Area: 01 1. M
Winter 7Q10:
Velocity (fps): 0, Kl (base e, per day, 20°C)•
0,c1
Avg. Streamflow:
30Q2•
Slope. • 1 `^^A,
K2 (base e, per day, 20°C)•
s, 3
Effluent
Characteristics
Monthly
Average
Comments
-T30c
17 -
JP_
WA
-
r--
30 -
f fLi
( d C,�II Ym-
1V�1►'sift 3ri,•-
-1
Ili ls7
P� . (5.4
V
Original Allocation
Revised Allocation l�J )
•
-A) , rye u35
Effluent
Characteristics
Monthly
Average
Comments
Date(s) of Revision(s)
(Please attach previous allocation)
ge,)
Reviewed By:
Tly)
Date:
Form #001
#249
Facility Name:
WASTE LOAD ALLOCATION APPROVAL FORM
Collettsville Elementary School
County: Caldwell Sub -basin: 03-08-31
Regional Office: Mooresville 4Q Requestor: Kitty Kramer
Type of Wastewater: Industrial
Domestic 100
If industrial, specify type(s) of industry:
Receiving stream:
UT Johns River
Other stream(s) affected:
Class:
Class:
7Q10 flow at point of discharge: 0.0 cfs
30Q2 flow at point of discharge:
Natural stream drainage area at discharge point:
0.1m
Recommended Effluent Limitations
Monthly Average
BOD 17 mg/1
NH N 8 mg/1
D.6. 6.0 mg/1
TSS 30 mg/1
Fecal Coliform 1000#/100 ml
pH 6-8.5 (S.U.)
Qw 0.01 MGD
This allocation is: / y( for a proposed facility
/ / for a new (existing) facility
/ / a revision of existing limitations
/ / a confirmation of existing limitations
Recommended and reviewed by:
, Date:
Head, Techncial Services Branch %1/l.e� Date r
Reviewed by:
Regional Supervisor
Permits Manager IV. 2 91
Approved by:
Division Director ✓ {�
Date: /7 /' '
Date: /5.
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Facility Name:
Existing
Proposed
I
Design Capacity
Receiving
S1
NPDES WASTE LOAD ALLOCATIO
ilf0 (C',
Permit No.: /C 0041 Zc
Pipe No.:
(MGD): ' D405 Industrial (% of Flow):
J6-- 04' l4 q: �'t^44iE441tiE2 dr?4 'M
Stream: 1 / _ ; {'.;�! l '�Qi`bk�i.iy to ri Vs , 'F'lass :
Reference USGS Quad: L./ 1 Z- A)1.1..) (Please
County:
—
Date:
7_g1
6/7./
Domestic (% of Flow): /66 'a
Sub -Basin:
attach) Requestor•
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.:
7Q10: 0 , b
Location of D.O.minimum (miles
Velocity (fps) : 01 I
c 5°C.
Drainage Area:
03 0s -,3 /
/g141(leRegional Office
0 , I ' Avg. Streamflow:
c
Winter 7Q10: 30Q2•
below outfall) : 0,0 '14A-- Slope
( 7 , d f-f-(vt, •
K1 (base e, per day, 20°C): 1.01 K2 (base e, per day, 20°C)• '75'
Effluent
Characteristics
Monthly
Average
Comments
0I1116‘D
Ts
5o
I-
3-0yA,
617D1'
wilt
Original Allocation
Revised Allocation
11
Effluent
Characteristics
Monthly
Average
Comments
Date(s) of Revision(s) Itr.Q44-0644,+6*
(Please attach previous allocation)
Cervtiv..A)L., itive/I-Ju C1 Reviewed By:
ieG(J
Date: 113/Z
c•
Y -4
t i.)1,\)
G,..1474c
vac() 62_0_,,,,L1-0.A1 5(.44494 -
cam. --)jav
uri.)Left,41_,. %CI to)Le
eLcittax.tiy..
(A— A-- 0, 047,1.
q- D,0
fl, I
Dor- 1M
010/-
190. Ltfor.A.t_a_
aa,ors CD o,oi
Kota, er ° I h I9�61 UL,
Loc(17473,„,
to
.Q = ,117 0/_ . o
(foi.) ,
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Forin #001
#81
WASTE LOAD ALLOCAT-I.OJ APPROVAL FORM
Facility Name: Collettsville Elementary School. ;i
County: Caldwell Sub -has`
Regional Office: Mooresville Requesor:
Type of Wastewater: Industrial '"L(,
Domestic 10 % 1481
If industrial, specify type(s) of indus ry:Q(J407.1(
Receiving stream: UT Johns River Class: C
Other stream(s) affected: Class:
7Q10 flow at point of discharge: 0.0 cfs
30Q2 flow at point of discharge:
Natural stream drainage area at discharge point: 0.1 m2
Recommended Effluent Limitations
Monthly Avg.
BOD5 = 17 mg/1
NH3-N = 7 mg/1
DO = 6.0 mg/1
TSS = 30 mg/1
Fecal Coliform = 1000#/100 ml
pH = 6-8.5 (SU)
Qw = 0.005 MGD
This allocation is:
Recommended and reviewed by:
for a proposed facility
for a new (existing) facility
a revision of existing limitations, location change
a confirmation of existing limitations
i
Head, Techncial Services Branch "Az,
1z,��+�C�f
Reviewed by: (�
Regional Supervisor 4C ,1) Let-vw ,,/'n
Permits Manager (1)-
Approved by:
Division Director /L/�vw,�
Date: 04
Date: /1/Z /%i
Date:Oa
/a eY
i�niRm.a C�-oacauidAbe_ 6i6w144. 73e1u)
LA .0- celt46 06 pAlArc;i,
i!mn,1416 66 cel4A0..iNeetAA4L_ ctA;Jh
frcewt -4&;4 rryt.
—
I. Discharge into existing wet -weather ditch on school property
Parameter Dischatge Limitations
(Monthly Average)
17 mg/1
30 mg/1
6.0 - 9.0 S.U.
1000/100 mi
6.0 mg/1
10 mg/1
BODS
TSS
PH
Fecal Coliform
Dissolved Oxygen
NH3 as N
II. Piping discharge to John's River - discharging directly to the
John's River
Parameter
BODS
TSS
PH
Fecal Coliform
Dissolved Oxygen
NH3 as N
Discharge Limitations
(Monthly Average)
30 mg/1
30 mg/1
6.0 - 9.0 S.U.
N.A.
N.A.
N.A.