HomeMy WebLinkAboutNC0021849_Wasteload Allocation_19860612Engineer Da e ec. %
_ NPDES WASTE LOAD ALLOCATION zs 6 08
Facility Name: w n o qe r-f-�vr-O Date
Existing Q
Proposed O
Permit No.: /V G O 6 Z 1$ ! 9 Pipe No.: O o ( County: Pe-rq4/ Mays
Design Capacity (MGD): -D' 3 0 Industrial (% of Flow):
O Domestic (% of
Flow)
Receiving Stream: P#_E$ p, ih4,n S R iye f— Class: C - S !dJ Sub -Basin: 03y / S Z
Reference USGS Quad: C_ 3 3 N td (Please attach) Requestor: L-'Sa C-t` eJLd Regional Office &J4 F
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.: Drainage Area (mi2): q41. 7--- Avg. Streamf low (cfs): lQ
7Q10 (cfs) (GC Winter 7Q10 (cfs) 30Q2 (cfs )
Location of D.O. minimum (miles below outfall):
Velocity (fps):
slope (fpm)
Kl (base -�, per day): K2 (base e, cer day):
Effluent
Characteristics
Monthly
Average
Comments
/L-
oZ0 dot-
G-
o�o
C�
Ha
W
U)
U
H
Z
0
or i 1 ation O Comments:
s oc
ation O
1rmatio
i
Prepared By: Reviewed By:
Effluent onthly
Characteristics Lverage Comments
Date : rt7 /it
i-8Y
l e�
r-bsuJ2� _
it- - --.
Tr �,4 c_
w = 6.30
OZ.D.}3$, quo M�]
S 7Qlo '�e�,H to rc�e- o,.- a«u. t P4fine-fc of
v tGs. S 7Q 10
Request No. : 3086
--------------------- WASTELOAD ALLOCATION APPROVAL FORM ------------------------
W'4Sjj
Facility Name : TOWN OF HERTFORD
Type of Waste
Status
Receiving Stream
Stream Class
Subbasin
County
Regional Office
Requestor
Date of Request
Quad
: DOMESTIC
: EXISTING
: PERQUIMANS RIVER
: C-SW
: 030152
: PERQUIMANS
: WASHINGTON
: L. CREECH
: 4-25-86
: C-33 NW
Drainage Area (sq mi) : 94.2
7010 (cfs)
Winter 7010 (cfs)
3002 (cfs) :
Average Flow (cfs) : 104
~ XOn~
----------------------- RECOMMENDED EFFLUENT LIMITS -------------------------
:
Wasteflow (mgd) : 0.30
5-Day BOD (mg/1) : 30
Ammonia Nitrogen (mg/1) :
Dissolved Oxygen (mg/1) :
TSS (mg/1) : 30
Fecal Coliform (#/100ml): 200
pH (SU) : 6-9 '
_______________________________________________________________________________
---------------------------------- COMMENTS -----------------------------------
200/100 ML FECAL COLIFORM LIMIT IS DUE TO SB WATERS BEING APPROXIMATELY
2 MILES DOWNSTREAM OF DISCHARGE SITE.
Recommended by _____ Date____��__�u�
Reviewed by:
Tech. Support Supervisor___
Regional Supervisc'r___ Date__«�,���`_��)
Permits & Engineering___ __ Date__6/1M__