NC0000019_Assimlitive Capacity Evaluation 1977_19770620

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ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: 5pra kG (�IecH1C (�,
Areawide (208) Planning Are No'}1i��eSSnctiPl�
Facilities (201) Planning Area:
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A. RECEIVING STREAM ^ North Fork k- 1?1 �
Classification:
7/10 Flow (cfs) Ll,o
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi) 7• 1
Stream Velocity (fps) 0,
Stream Depth (ft)
Elevation ! Discharge Pt. (ft)
Drainage Area (sq. mi.)
7/10 Yield (cfsm) Y
Design Temperature jocf!/Mi)
C
Groundwater Runoff o o
Deoxygenation Rate Kl Base e) 6,41
Reaeration Rate (K2 Base a 4.
Min. Daily Avg. D.O. (mg/1 5.0
Upstream Qu(alit -
D.O. (mg/11 Ir.3
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD) b.ol�__
BODS (mg/1) -30
Ammonia Nitrogen (mg/1) —
Dissolved Oxygen (mg/1
Total Suspended Solids (mg/1)
Fecal Coliform (#/100 ml) I —
pH (S.U.) t_ —
D. COMMENTS
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL I FIRST UPDATE PAGE SECOND UPDATE I THIRD UPDATE
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ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: Sp rase f IcGhn C C P --Pcl� CCU < i n t Ppve s Wad'
Areawide (208) Planning Area: &)1V e-si5,, ,ACA
Facilities (201) Planning Area:��,A•��A�
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A. RECEIVING STREAM - ti3 ov+-01 Fa• N eu� �+v�.
Classification:
7/10 Flow (cfs) 6
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi)
Stream Velocity (fps)
Stream Depth (ft)
Elevation @ Discharge Pt. (ft)
Drainage Area (sq. mi.)
7/10 Yield (cfsm)
Design Temperature Ec!/mi)
Groundwater Runoff
Deoxygenation Rate Base e)
Reaeration Rate (K2 Base e
Min. Daily Avg. D.O. (mg/1
Upstream Qualit -
BODu (mg/1
D.O. (mg/1
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD) IL I
BODS (mg/1)
Ammonia Nitrogen mg/1
Dissolved Oxygen mg/1
Total Suspended Solids (mg/1)
Fecal Coliform (#/100 ml)
PH (S.U.)
D. COMMENTS
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STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL I FIRST UPDATE 1 PA SECOND UPDATE I THIRD UPDATE
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ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: .5prga(,e &e4-t-nc- Cw�lro--N �F; Il,c/ PL*-,%A
Areawide (208) Planning Are N,� b"is'10,4cj
Facilities (201) Planning Area: N4rbe k,ter4cA
A. RECEIVING STREAM - IJ.v+-k ;; vk -VV4,0 �
Classification:
7/10 Flow (cfs) l.o
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi)
Stream Velocity (fps)
Stream Depth (ft
Elevation ! Discharge Pt. (ft)
Drainage Area (sq. mi.)
7/10 Yield (cfsm)
Design Temperature jocf!/mi)
C
Groundwater Runoff
Deoxygenation Rate K1 Base e)
Reaeration Rate (K2 Base e
Min. Daily Avg. D.O. (mg/1;
Upstream Qualit -
BODu (mg/1
D.O. (mg/1
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD) 010 9
BOD5 (mg/1)
Ammonia Nitrogen (mg/1)
Dissolved Oxygen (mg/1)
Total Suspended Solids (mg/1) 3 0
Fecal Coliform (#/100 MI)
PH (S.U.) -
D. COMMENTS
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STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL I FIRST UPDATE pp SECOND UPDATE I THIRD UPDATE
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