19920264 Ver 1_COMPLETE FILE_19920625

i 14
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402.1890
IN REPLY REFER TO May 11 , 1992
Regulatory Branch
Wetland Determination, Action ID. 199201905
Venture Engineering, Inc.
ATTN: Mr. Steve S. Powell
742 Highway 501
Conway, South Carolina 29526
Dear Mr. Powell:
MAY
1992
WhT1 ANi
?:rs?..,YY?1`ER (lU^I ii'r
Reference your February 18, 1992, meeting with Mr. Jeff Richter of my
staff concerning the proposed Wrightsboro Plaza/Food Lion commercial
development, at property adjacent to a tributary of the Northeast Cape Fear
River, on Castle Hayne Road at its intersection with North Kerr Avenue in
Wilmington, Itaw Hanover County, North Carolina. The purpose of this meeting
was to determine the presence of wetlands subject to our regulatory
jurisdiction pursuant to Section 404 of the Clean Water Act.
You explained the proposed layout of the project. Mr. Richter determined
that there are wetlands present on this tract which are subject to our
regulatory jurisdiction pursuant to Section 404 of the Clean Water Act. Your
initial proposal involved the excavation of a swale in wetlands along an
existing road. This would serve as a channel for stormwater runoff, which
would flow into an existing impounded area. To increase the water storage
capacity of this area, you initially proposed to build a retaining wall or
similar overflow structure at its mouth.
Mr. Richter stated that the excavation of wetlands in the proposed swale
area would require prior authorization from this office, as would the
construction of the retaining wall/riser system, based on the inevitable
discharge of fill material into jurisdictional wetlands. As a result, instead
of excavating the swale, you decided to build up the road by placing fill
material in areas of nonwetlands. This would act as a ttl.br'to ttow
causing stormwater to channel in the desired direction without any deposition
of fill material in wetlands. Furthermore, a riser-type system will be set
into place at the mouth of the retention area and the existing road at that
location will also be built up.
Mr. Richter summarized that, provided that this work can be accomplished
in such a manner that no fill material is placed in wetlands, Department of
the Army permit authorization for this portion of the project will not be
necessary.
-40
-2-
There is one area of wetlands which will be impacted. This site is
approximately 0.5 acre and is located in what is to be the shopping center.
Mr. Richter has determined that this site is located in the headwaters of the
tributary. Therefore, this work can be authorized by our Nationwide Permit
No. 26.
For the purposes of the Corps of Engineers' Regulatory Program, Title 33,
Code of Federal Regulations (CFR), Part 330.6, published in the Federal
Register on November 22, 1991, lists nationwide permits. Authorization was
provided, pursuant to Section 404 of the Clean Water Act, for discharges of
dredged or fill material into headwaters and isolated waters provided:
a. the discharge does not cause the loss of more than 10 acres of waters
of the United States;
b. the permittee notifies the District Engineer if the discharge would
cause the loss of waters of the United States greater than one acre in
accordance with the "Notification" general condition. For discharges in
special aquatic sites, including wetlands, the notification must also include
a delineation of affected specific aquatic sites, including wetlands; and
c. the discharge, including all attendant features, both temporary and
permanent, is part of a single and complete project.
Your work is authorized by this nationwide permit provided it is
accomplished in strict accordance with the enclosed conditions. This
nationwide permit does not relieve you of the responsibility to obtain any
required State or local approval. Mr. Richter informed you that impacts to
greater than one third of an acre of wetlands may require authorization from
the North Carolina Division of Environmental Management in the form of a 401
Water Quality Certification. He gave you Mr. Jim Gregson's telephone number
in Wilmington, which is [phone], or you may wish to discuss this matter
further with Mr. John Dorney in Raleigh at telephone [phone].
This verification will be valid for 2 years from the date of this letter
unless the nationwide authorization is modified, reissued, or revoked. Also,
this verification will remain valid for the 2 years if, during that period,
the nationwide permit authorization is reissued without modification or the
activity complies with any subsequent modification of the nationwide permit
authorization. If during the 2 years, the nationwide permit authorization
expires or is suspended or revoked, or is modified, such that the activity
would no longer comply with the terms and conditions of the nationwide permit,
activities which have commenced (i.e., are under construction) or are under
contract to commence in reliance upon the nationwide permit will remain
authorized provided the activity is completed within 12 months of the date of
the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case-by-case basis to modify,
suspend, or revoke the authorization.
.1
-3-
Questions or comments may be addressed to Mr. Richter, Wilmington Field
Office, Regulatory Branch, telephone [phone].
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Enclosure
Copies Furnished (without enclosure):
Mr. John Parker
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. John Dorney
Water Quality Section
Div sion of Environmental Management
th Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. Jim Gregson
North Carolina Department of
Environment, Health, and
Natural Resources
Division of Environmental Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
R- -_ 0
M
0 North Carolina Wildlife Resources Commission K?
512 N. Salisbury Street, Raleigh, North Carolina 27604-1188, 919-733-3391
Charles R. Fullwood, Executive Director
MEMORANDUM
TO: John Dorney
Water Quality Planning
FROM: Richard B. Hamilton pt dvtj 6,. 4Id_YVI' UCVIIII
Assistant Director
DATE: July 16, 1992
SUBJECT: 401 Water Quality Certification for Jeff Zimmer (Wrightsboro Plaza), 2 mi.
north of Wilmington at intersection of US Highway 117 and N. Kerr
Ave.,New Hanover County, North Carolina.
The Wildlife Resources Commission has reviewed the subject permit aptication
and biologists on our staff are familiar with habitat values of the project area. on-site
investigation was conducted on July 2, 1992 for the purpose of assessing construction
impacts to wildlife and fisheries resources. Our comments are provided in accordance with
provisions of the Fish and Wildlife Coordination Act (48 Stat. 401, as amended; 16 U.S.C.
661 et. seq.).
Plans call for the excavation of 0.1 acre and filling of 0.59 acre of 404 wetlands to
construct a shopping center. The wetlands are vegetated with sweet bay, red maple,
sycamore, sweetgum and wild grape and suitable for use by raccoon, oppossum and a
variety of songbirds. A total of 0.69 acre of wetlands would be lost to the project. No
mitigation plans are proposed for this habitat loss even though potential for creation of
wetlands exists at the rear of the property. High ground could be reduced to wetland
elevation and planted with wetland vegetation at a 2:1 replacement ratio. The destruction
of wetlands without in-kind mitigation is inconsistent with our Policies and Guidelines for
Conservation of Wetlands and Aquatic Habitats and we must therefore recommend that a
certification not be issued.
Thank you for the opportunity to review and comment on this application. Please
call on us for any additional assistance.
RBH/lp
cc: Bennett Wynne, District 2 Fisheries Biologist
MAY 2 6 I99?
DEjo Ijjo ACTION ID:
WETLANDS Gt, -,.
WATER UALI1Y 51 ,
JOINT APPLICATION FORM FOR
NATIONWIDE PERMITS THAT REQUIRE NOTIFICATION TO THE DISTRICT ENGINEER
NATIONWIDE PERMITS THAT REQUIRE SECTION 401 CERTIFICATION CONCURRENCE
NATIONWIDE PERMITS THAT REQUIRE INDIVIDUAL SECTION 401 CERTIFICATION
WILMINGTON DISTRICT ENGINEER WATER QUALITY PLANNING
CORPS OF ENGINEERS DIVISION OF ENVIRONMENTAL MANAGEMENT
DEPARTMENT OF THE ARMY NC DEPARTMENT OF ENVIRONMENT, HEALTH,
P.O. BOX 1890 AND NATURAL RESOURCES
WILMINGTON, NC 28402-1890 P.O. BOX 29535
ATTN: CESAW-CO-E RALEIGH, NC 27626-0535
Telephone [phone] ATTN: MR. JOHN DORNEY
Telephone [phone]
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF
ENGINEERS. SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF
ENVIRONMENTAL MANAGEMENT. PLEASE PRINT.
Jeff Zimmer for Wrightsboro Plaza, a Limited Partnership,by
1. OWNERS NAME: Oaksboro Shopping Center, Inc., General Partner
2. OWNERS ADDRESS: PO Box 2628
Wilmington, NC 28402
3. OWNERS PHONE NUMBER (HOME): 919-343-8666
(WORK): 919-763-4669
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: Venture Enaineerinq, Inc. - Steve S. Powell, P.E.
742 Hi way 501
Conway, SC 29526
803-347-5851
5. LOCATION OF PLANNED WORK (ATTACH MAP).
COUNTY: New Hanover
NEAREST TOWN OR CITY: Wilmington
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.):
Two (2) miles north of Wilmington at intersection of US Hi hway 117
and N. Kerr Avenue
6. NAME OF CLOSEST STREAM/RIVER: Northeast Cape Fear River
7. RIVER BASIN: Cape Fear
8. IS THIS PROJECT LOCATED IN A WATERSHED CLASSIFIED AS TROUT, SA, HQW, ORW,
WS I, OR WS II? YES [ ] NO [X]
9. HAVE ANY SECTION 404 PERMITS SEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROPERTY? YES [ ] NO ?C]
IF YES, EXPLAIN.
10. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
2.47
2/3/92

DIVISION OF ENVIRONMENTAL MANAGEMENT
MEMORANDUM
Date: June 25, 1992
To: John Dorney
Planning Branch
From: James H. Gregso
Wilmington Tional 1 Office
Through: Dave AdkinWilmington Office
Subject: Regional Office Review and Recommendations
Application for Permit for Excavation and/or Fill
Central Office Permit #92264
Oaksboro Shopping Center, Inc., General Partner
New Hanover County
PROJECT DESCRIPTION: The applicant proposes to impact 0.69 acres
of headwater wetlands for the construction of a shopping center.
ADJACENT WATER BODY: Northeast Cape Fear River
CLASSIFICATION: SC
The project has been reviewed to determine impacts to water
quality. The following comments have been provided.
1. The project will require a 401 Water Quality Certification.
2. The project complies with the General 401 Water Quality
Certification No. 2671 for headwater wetlands.
3. The proposed project should be done in such a way as to not
cause the turbidity outside the immediate construction area
to exceed 25 NTU.
4. That the project receive an approved Stormwater Management
Plan for the proposed shopping center.
This office has no objection to the project as proposed.
JHG:92264.Jun
cc: Wilmington Regional Office Files
Central Files

WILMINGTON DISTRICT ENGINEER
CORPS OF ENGINEERS
DEPARTMENT OF THE ARMY
P,O. BOX 1890
WILMINGTON, NC 28402-1890
ATTN: CESAW-CO-E
Telephone [phone]
WATER QUALITY PLANNING
DIVISION OF ENVIRONMENTAL MANAGEMENT
NC DEPARTMENT OF ENVIRONMENT, HEALTH,
AND NATURAL RESOURCES
P.O. BOX 29535
RALEIGH, NC 27626-0535
ATTN: MR. JOHN DORNEY
Telephone [phone]
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT
ENGINEERS. SEVEN (7) COpIES SHOULD BE SENT TO THE N.C. DIVISION OF
TO
THE CORPS OF
ENVIRONMENTAL, MANAGEMENT, PLEASE PRINT.
1• OWNERS N Jeff Zimmer for Wrightsboro Plaza, a
: Oaksboro Sho
P-P in Center Limited partnership
b
Inc. General Partner
2• OWNERS Y
ADDRESS : pn n,.,._ •,,..,,.
3. OWNERS PHONE NUMBER (HOME): 919-343-8666 (WORK):
4• IF APPLICABLE: 919-763-4669
NUMBER: e
PHONE AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS
Steve S. Powell p.E.
^-
5. LOCATION OF PLANNED WORK (ATTACH MAP),
COUNTY: New Hanover
NEAREST TOWN OR CITY: Wilmin ton
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS
O (2) miles north of Wilmin on at intereD
.
and p ct ion of US H ;
Kerr Avenue nhL,?, , ,
--------------
6, NAME OF CLOSEST STREAM/RIVER:
Northeast Ca Fear River
7. RIVER BASIN: Cape Fear
8, IS THIS PROJECT LOCATED IN A WATERSHED CLASSIFIED AS
WS I, OR WS II? YES [ ] NO [ TROUT, SA, HQW, ORW,
9. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED
PROPERTY? YES [ ]
IF YES, EXPLAIN. NO FOR USE ON THIS
10. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED 0 1
2.47 N PROJECT SITE:
DEM ID: MAY 2 6 1cn2
ACTION ID:
WETLAW Y; WAT l? `
NATIONWIDE PERMITS THAT REQUIRE NOTIFIOCAFOR FORTHE DISTRICT
NATIONWIDE PERMITS THAT REQUIRE SECTION 401 CERTIFICATION CONCURRENCE
NATIONWIDE PERMITS THAT REQUIRE INDIVIDUAL SECTION 4 ENGINEER
01 CERTIFICATION

-2-
11. NUMBER CF ACRES OF WETLAND IMPACTED BY THE PROPOSED PROJECT:
FILLED: .59
DRAINED:
FLOODED:
` EXCAVATED: .1
TOTAL IMPACTED: .69
12. DESCRIPTION OF PROPOSED WORK (ATTACH PLANS):
Fill for shcpping center construction - see attached
13. PURPOSE OF PROPOSED WORK:
Construction of shopping center
14. STATE REASONS WHY THE APPLICANT BELIEVES THAT THIS ACTIVITY MUST BE
CARRIED OUT IN WETLANDS. ALSO, NOTE MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS. Wetland area to be filled is in center of commercial tract;
has planted fields on three sides. No other site plan is possible
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE
(USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) REGARDING THE PRESENCE
OR ANY FEDERALLY LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED
SPECIES OR CRITICAL HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE
PROPOSED PROJECT. HAVE YOU DONE SO? YES [X] NO [ ]
RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE ATTACHED.
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA WHICH
MAY BE AFFECTED BY THE PROPOSED PROJECT?
HAVE YOU DONE SO? YES [X] NO [ J
RESPONSE FROM THE SHPO SHOULD BE ATTACHED.
17. ADDITIONAL INFORMATION REQUIRED BY DEM:
A. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, AND LAKES ON-
THE PROPERTY.
B. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY
PROJECT.
C. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS
RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
D. IF A STORMWATER MANAGEMENT PLAN IS REQUIRED FOR THIS PROJECT, ATTACH
COPY. -
E. WHAT IS LAND USE OF SURROUNDING PROPERTY? Zoned R-20 Residential
F. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL??
Public Treatment a z4kz'-
S Si
DA
1
i
VENTURE ENGINEERING, INC.
Engineering and Land Plannin
? NIA'(Z s 1992 ??
May 22, 1992
Water Quality Planning
Division of Environmental Management
NC Department of Environment, Health, and
Natural Resources
P.O. Box 29535
Raleigh, NC 27626-0535
Attention: Mr. John Dorney
RE: Nationwide Permit Section 401
Wrightsboro Plaza Shopping Plaza
Dear Mr. Dorney:
'Fc
4O
?Fdi X04+i
ckce
Enclosed are seven copies of the Joint Application Form for
Section 401 Certification for the referenced project. Also
enclosed with the application form are responses from the USFWS,
NMFS and SHPO; response from the Army Corps of Engineers; seven
copies of required construction plans and a copy of the storm
water management plan for the project.
Wrightsboro Plaza is a Food Lion shopping center to be
constructed irL_New Hanover County, in Wilmington at the inter-
section of US Highway 117 and N. Kerr Avenue. Also enclosed is a
location map for you use.
Please contact me if you have any questions or require any
further information. Your assistance in processing this applica-
tion is appreciated.
Very Truly Yours,
Venture Engineering, Inc.
Steve S. Powell, P.E.
President
742 HWY 501 • Conway, South Carolina 29526 • Phone [phone]
DEM ID:
ACTION ID:
JOINT APPLICATION FORM FOR
NATIONWIDE PERMITS THAT REQUIRE NOTIFICATION TO THE DISTRICT ENGINEER
NATIONWIDE PERMITS THAT REQUIRE SECTION 401 CERTIFICATION CONCURRENCE
NATIONWIDE PERMITS THAT REQUIRE INDIVIDUAL SECTION 401 CERTIFICATION
WILMINGTON DISTRICT I11E9 N U WATER QUALITY PLANNING
CORPS OF ENGINEERS DIVISION OF ENVIRONMENTAL MANAGEMENT
PEOPARBO N189 F0 THE A MAY Z 6 1992
NC D?DRNAURALFRESOUROEMENT, HEALTH,
WILMINGTON, NC 284 -1 0 _.-F..;0. BOX 29535
ATTN: CESAW-CO-E WETLANDS GROUP ?ALEIH NC 27626-0535
Telephone (919) 251 WATER QUALITY SECT?O ? MR. JOHN DORNEY
Telephone [phone]
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF
ENGINEERS. SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF
ENVIRONMENTAL MANAGEMENT. PLEASE PRINT.
. Jeff Zimmer for Wrightsboro Plaza, a Limited Partnership,by
1. OWNERS NAME: Oaksboro Shopping Center, Inc., General Partner
2. OWNERS ADDRESS: PO Box 2628
Wilmington, NC 28402
3. OWNERS PHONE NUMBER (HOME): 919-343-8666 (WORK): 919-763-4669
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: Venture Enaineering, Inc. - Steve S. Powell, P E
742 Hiahway 501
Conway. SC 29526
803-347-5851
5. LOCATION OF PLANNED WORK (ATTACH MAP).
COUNTY: New Hanover
NEAREST TOWN OR CITY: Wilmington
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.):
Two (2) miles north of Wilmington at intersection of US H ighwa y 117
and N. Kerr Avenue

6. NAME OF CLOSEST STREAM/RIVER: Northeast Cape Fear River
7. RIVER BASIN: Cape Fear
8. IS THIS PROJECT LOCATED IN A WATERSHED CLASSIFIED AS TROUT, SA, HQW, ORW,
WS I, OR WS II? YES [ ] NO [X]
9. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROPERTY? YES [ J NO l? ]
IF YES, EXPLAIN.
10. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
2.47
2/3/92

-2-
11. NUMBER OF ACRES OF WETLAND IMPACTED BY THE PROPOSED PROJECT:
FILLED: ,59
DRAINED:
FLOODED:
EXCAVATED:
TOTAL IMPACTED: bg
12. DESCRIPTION OF PROPOSED WORK (ATTACH PLANS):
Fill for shopping center construction - see attached
13. PURPOSE OF PROPOSED WORK:
Construction of sho in center
14. STATE REASONS WHY THE APPLICANT BELIEVES THAT THIS ACTIVITY MUST BE
CARRIED OUT IN WETLANDS. ALSO, NOTE MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS. Wetland area to be filled is in center of commercial tract;
has Planted fields on three sides No other site nlan ;c nncc;},,o
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE
(USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) REGARDING THE PRESENCE
OR ANY FEDERALLY LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED
SPECIES OR CRITICAL HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE
PROPOSED PROJECT. HAVE YOU DONE SO? YES [X] NO [ ]
RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE ATTACHED.
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA WHICH
MAY BE AFFECTED BY THE PROPOSED PROJECT?
HAVE YOU-DONE SO? YES [X) NO [ )
RESPONSE FROM THE SHPO SHOULD BE ATTACHED.
17. ADDITIONAL INFORMATION REQUIRED BY DEM:
A. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, AND LAKES ON'
THE PROPERTY.
B. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY
PROJECT.
` C. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS
RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
D. IF A ($TORMWATER MANAGEMENT PLAN IS REQUIRED FOR THIS PROJECT, ATTACH
COPY.
E. WHAT IS LAND USE OF SURROUNDING PROPERTY? Zoned R-20 Residential
F.
IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? _
n1hi, Treatment
__7
S SIGOATURE DATE

t
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street 0 Raleigh, North Carolina 27604
lames G. Martin, Governor
William W. Cobcy, Jr., Secretary
Mr. Jeff Zimmer
Oaksboro Shoppi-,g
P.O. Box 2628
Wilmington, N.C.
June 25, 1992
Center, 1nc.
28402
George T. Everett, Ph.D.
Director
Dear Mr. Zimmer:
Subject: Proposed Fill in Headwaters or Isolated Wetlands
Proposed Oaksboro Shopping Center
New Hanover County
DEM Project #92264, COE Project #199201905
Upon review of your request for Water Quality Certification
to place fill material in 0.69 acres of wetlands for
shopping center development ?Located at US 117 and N. Kerr Avenue,
Wilmington, in New Hanover County, we have determined that the
proposed fill can be covered by General Water Quality
Certification No. 2671 issued January 21, 1992. A copy of the
General Certification is attached. This Certification may be
used in qualifying for coverage under Corps of Engineers'
Nationwide Permit No. 26. Written appr.cval of the stormwater
plan must be received fronm the Division of Environmental
Management, Wilmingtcn Regional Office.
If you have any questions, please contact John Dorney
at 919/733-5083.
Sincerely,
- eorge T. Everett l
GTE:JD
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Wilmington Regional Office
Wilmington DEM Regional Office
Mr. John Dorney
Central Files
Mr. Steve Powell, Venture Engineering - Conway, S.C.
RI (,ION/AI- OFI 1( 1,
Whcvillc I,rvctt(villc x1(Hrrcwillc Raleigh Washington Wilmington Wimto n )alcm
7(61/?5162(18 919/4861 41 7(M/603 16'n) 919/57147M 919/9466481 919/39s '(x)(1 () 19/890711(17
Pollution Prevention RiVs
N) Iiox 2`t535, Ralcigh Nmth Carolina 27626oS35 Idchhonc 919 73 3 701S
An I qu.J ( )p1-1 IN' Att-nonv, A. w"n I inplrn2i

J
Ow.
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
P.O. Box 29535
Raleigh, NC 27626-0535
WATER QUALITY SECTION
FAX # [phone]
TELECOPY TO: -? F F Z M M, ?-
a
FAX NUMBER: ` l I -- *1 (o -C?- - l I I 1
FROM: ? d "-4-j b C GZr.j Lz Y PHONE: t l- I` 1-( K
NO. OF PAGES, INCLUDING COVER SHEET:
3
COMMENTS:
4
TRANSMISSION REPORT
******************************
( JUN 30 '92 08:29AM )
********************************************************************************************
* *
* *
* DATE START REMOTE TERMINAL MODE TIME RESULTS TOTAL DEPT. FILE
* TIME IDENTIFICATION PAGES CODE NO.
* *
* *
* JUN 30 08:26AM 919 762 1999 6-3 ST 02'05" OK 03
* *
* *
* *
* *
* *
*
*
* *
* *
*
* *
* *
* *
*
* *
*
* *
* *
* *
*
t_ I

VENTURE ENGINEERING, INC.
Engineering and Land Plannin
IMPOR'i ANT
To.
- ,
Date
- --Time Jl/?r?'1
-WHILE YOU WERE OUT
of
Phone_
ARE
?CODE
NljmLf' t l-x I'FN'?ION
TELEPHONED
----- - FILFASF CALL
CALLED TO SEE YOU -
L CAtL AGAIN WANTS TO SEE YOU
- GENT - -
RETURNED YOUR CALL
Message
Signed
N.C. Dept. of Environment, Health, and Natural Resources
l.y
PrinfSd nn Reryclnd Pepor
vcLl .?..._i
Venture Engineering, Inc.
Steve S. Powell, P.E.
President
MAY 2 619P?Z ,
nd
3
Joint Application Form for
referenced project. Also
responses from the USFWS,
Corps of Engineers; seven
is and a copy of the storm
ion shopping center to be
z Wilmington at the inter-
Avenue. Also enclosed is a
ny questions or require any
in processing this applica-
742 HWY 5,01 • Conway, South Carolina 29528 • Phone [phone]
J- _ 1
--- VENTURE ENGINEERING, INC.
Engineering and Land Planning-
VA
MA's 2 61
II M
WETLUA4111`Si:C a
May 22, 1992 WATER "
Water Quality Planning
Division of Environmental Management
NC Department of Environment, Health, and
Natural Resources
P.O. Box 29535
Raleigh, NC 27626-0535
Attention: Mr. John Dorney
RE: Nationwide Permit Section 401
Wrightsboro Plaza Shopping Plaza
Dear Mr. Dorney:
Enclosed are seven copies of the Joint Application Form for
Section 401 Certification for the referenced project. Also
enclosed with the application form are responses from the USFWS,
NMFS and SHPO; response from the Army Corps of Engineers; seven
copies of required construction plans and a copy of the storm
water management plan for the project.
Wrightsboro Plaza is a Food Lion shopping center to be
constructed in New Hanover County, in Wilmington at the inter-
section of US Highway 117 and N. Kerr Avenue. Also enclosed is a
location map for you use.
Please contact me if you have any questions or require any
further information. Your assistance in processing this applica-
tion is appreciated.
Very Truly Yours,
Venture Engineering, Inc.
Steve S. Powell, P.E.
President
742 HWY 5,01 • Conway, South Carolina 29526 • Phone [phone]

u
DEN ID:
ACTION ID:
JOINT APPLICATION FORM FOR
NATIONWIDE PERMITS THAT REQUIRE NOTIFICATION TO THE DISTRICT ENGINEER
NATIONWIDE PERMITS THAT REQUIRE SECTION 401 CERTIFICATION CONCURRENCE
NATIONWIDE PERMITS THAT REQUIRE INDIVIDUAL SECTION 401 CERTIFICATION
r nr1
WILMINGTON DISTRICT II?E 0 ?? IJ WATER QUALITY PLANNING
CORPS OF ENGINEERS DIVISION OF ENVIRONMENTAL MANAGEMENT
P.O. BOOXN18900 THE A MAY 2 x,1992 NC DANDRNATURALLFRESOURCCESENT, HEALTH,
WILMINGTON, NC 284 -1 0 P.O. BOX 29535
ATTN: CESAW-CO-E WETLAW)c,G?'`RALEIGH, NC 27626-0535
Telephone [phone] a-4 WATER UALITY ;;1.1-; ITTN : " MR. JOHN DORNEY
Telephone [phone]
.1
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF
ENGINEERS. SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF
1 ENVIRONMENTAL MANAGEMENT. PLEASE PRINT.
f Jeff Zimmer for Wrightsboro Plaza, a Limited Partnership,by
1. OWNERS NAME: Oaksboro Shopping Center, Inc., General Partner
2. OWNERS ADDRESS: PO Box 2628
Wilmington, NC 28402
3. OWNERS PHONE NUMBER (HOME): 919-343-8666 (WORK): 919-763-4669
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: Venture Engineering. Inc. - Steve S. Powell, P.E.
742 Highway 501
Conway, SC 29526
803-347-5851
5. LOCATION OF PLANNED WORK (ATTACH MAP).
COUNTY: New Hanover
NEAREST TOWN OR CITY: Wilmington
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.):
Two (2) miles north of Wilmington at intersection of US H ighway 117
and N. Kerr Avenue
6. NAME OF CLOSEST STREAM/RIVER: Northeast Cape Fear River
7. RIVER BASIN: Cape Fear
8. IS THIS PROJECT LOCATED IN A WATERSHED CLASSIFIED AS TROUT, SA, HQW, ORW,
WS I, OR WS II? YES [ ] NO [X]
9. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROPERTY? YES [ ] NO ?C]
IF YES, EXPLAIN.
10. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
2.47
2/3/92
i r 4
-2-
11. NUMBER OF ACRES OF WETLAND IMPACTED BY THE PROPOSED PROJECT:
FILLED: .59
DRAINED:
FLOODED:
EXCAVATED: .I
TOTAL IMPACTED: .69
12. DESCRIPTION OF PROPOSED WORK (ATTACH PLANS):
Fill for shopping center construction - see attached
13. PURPOSE OF PROPOSED WORK:
Construction of shopping center
14. STATE REASONS WHY THE APPLICANT BELIEVES THAT THIS ACTIVITY MUST BE
CARRIED OUT IN WETLANDS. ALSO, NOTE MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS. Wetland area to be filled is in center of commercial tract;
has planted fields on three sides. No other site plan is possible
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE
(USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) REGARDING THE PRESENCE
OR ANY FEDERALLY LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED
SPECIES OR CRITICAL HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE
PROPOSED PROJECT. HAVE YOU DONE SO? YES [X] NO [ ]
RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE ATTACHED.
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA WHICH
MAY BE AFFECTED BY THE PROPOSED PROJECT?
HAVE YOU DONE SO? YES [X] NO [ ]
RESPONSE FROM THE SHPO SHOULD BE ATTACHED.
17. ADDITIONAL INFORMATION REQUIRED BY DEM:
A. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, AND LAKES ON
THE PROPERTY.
B. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY
PROJECT.
C. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS
RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
D. IF A ,STORMWATER MANAGEMENT PLAN IS REQUIRED FOR THIS PROJECT, ATTACH
COPY. I-
E. WHAT IS LAND USE OF SURROUNDING PROPERTY? Zoned R-20 Residential
F. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
Pnhl i r TroA-Finant. i ,. 1. f-z - _a .0/"_ - .A,(-' u'r"?-(??

ER'S SIGWATURE DATE I
a
E
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 284p2-1890
-o-'- c,T,
IN REPLY REFER TO May 9 ft
\? .
Regulatory Branch
Wetland Determination, Action ID
Venture Engineering, Inc.
ATTN: Mr. Steve S. Powell
742 Highway 501
Conway, South Carolina 29526
Dear Mr. Powell:
19vv
Reference your February 18, 1992, meeting with Mr. Jeff Richter of my
staff concerning the proposed Wrightsboro Plaza/Food Lion commercial
development, at property adjacent to a tributary of the Northeast Cape Fear
River, on Castle Hayne Road at its intersection with North Kerr Avenue in
Wilmington, New Hanover County, North Carolina. The purpose of this meeting
was to determine the presence of wetlands subject to our regulatory
jurisdiction pursuant to Section 404 of the Clean Water Act.
You explained the proposed layout of the project. Mr. Richter determined
that there are wetlands present on this tract which are subject to our
regulatory jurisdiction pursuant to Section 404 of the Clean Water Act. Your
initial proposal involved the excavation of a swale in wetlands along an
existing road. This would serve as a channel for stormwater runoff, which
would flow into an existing impounded area. To increase the water storage
capacity of this area, you initially proposed to build a retaining wall or
similar overflow structure at its mouth.
Mr. Richter stated that the excavation of wetlands in the proposed swale
area would require prior authorization from this office, as would the
construction of the retaining wall/riser system, based on the inevitable
discharge of fill material into jurisdictional wetlands. As a result, instead
of excavating the swale, you decided to build up the road by placing fill
material in areas of nonwetlands. This would act as a barrier to flow,
causing stormwater to channel in the desired direction without any deposition
of fill material in wetlands. Furthermore, a riser-type system will be set
into place at the mouth of the retention area and the existing road at that
location will also be built up.
Mr. Richter summarized that, provided that this work can be accomplished
in such a manner that no fill material is placed in wetlands, Department of
the Army permit authorization for this portion of the project will not be
necessary.
Post-It" brand fax transmittal memo 7
671 F of P.ges ? /
To
( From
?
Co. Co.
Dept.
Phone N
O
Fax -7 C 7 Fax N
-2-
There is one area of wetlands which will be impacted. This site is
approximately 0.5 acre and is located in what is to be the shopping center.
Mr. Richter has determined that this site is located in the headwaters of the
tributary. Therefore, this work can be authorized by our Nationwide Permit
No. 26.
For the purposes of the Corps of Engineers' Regulatory Program, Title 33,
Code of Federal Regulations (CFR), Part 330.6, published in the Federal
Register on November 22, 1991, lists nationwide permits. Authorization was
provided, pursuant to Section 404 of the Clean Water Act, for discharges of
dredged or fill material into headwaters and isolated. waters provided:
A. the discharge does not cause the loss of more than 10 acres of waters
of the United States;
b. the permittee notifies the District Engineer if the discharge would
cause the loss of waters of the United States greater than one acre in
accordance with the "Notification" general condition. For discharges in
special aquatic sites, including wetlands, the notification must also include
a delineation of affected specific aquatic sites, including wetlands; and
c. the discharge, including all attendant features, both temporary and
permanent, is part of a single and complete project.
Your work is authorized by this nationwide permit provided it is
accomplished in strict accordance with the enclosed conditions. This
nationwide permit does not relieve you of the responsibility to obtain any
required State or local approval. Mr. Richter informed you that impacts to
greater than one third of an acre of wetlands may require authorization from
the North Carolina Division of Environmental Management in the form of a 401
Water Quality Certification. He gave you Mr. Jim Cregson's telephone number
in Wilmington, which is [phone], or you may wish to discuss this matter
further with Mr. John Dorney in Raleigh at telephone [phone].
This verification will be valid for 2 years from the date of this letter
unless the nationwide authorization is modified, reissued, or revoked. Also,
this verification will remain valid for the 2 years if, during that period,
the nationwide permit authorization is reissued without modification or the
activity complies with any subsequent modification of the nationwide permit
authorization. If during the 2 years, the nationwide permit authorization
expires or is suspended or revoked, or is modified, such that the activity
would no longer comply with the terms and conditions of the nationwide permit,
activities which have commenced (i.e., are under construction) or are under
contract to commence in reliance upon the nationwide permit will remain
authorized provided the activity is completed within 12 months of the date of
the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case-by-case basis to modify,
suspend, or revoke the authorization.
-3-
Questions or comments may be addressed to Mr. Richter, Wilmington Field
Office, Regulatory Branch, telephone [phone].
Sincerely,
e Wrigh
Chief, Regulat y Branch
Enclosure
Copies Furnished (without enclosure):
Mr. John Parker
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. John Dorney
Water Quality Section
Division of Environmental Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. Jim Gregson
North Carolina Department of
Environment, Health, and
Natural Resources
Division of Environmental Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
GENERAL CONDITIONS
1. Navigation. No activity may cause more than a minimal adverse effect on
navigation.
2. Proper Maintenance. Any structure or fill authorized shall be properly
maintained, including maintenance to ensure public safety.
3. Erosion and Siltation Controls. Appropriate erosion and siltation
controls must be used and maintained in effective operating condition during
construction, and all exposed soil and other fills must be permanently
stabilized at the earliest practicable date.
4. Aquatic Life Movements. No activity may substantially disrupt the
movement of those species of aquatic life indigenous to the waterbody,
including those species which normally migrate through the area, unless the
activity's primary purpose is to impound water.
5. Equipment. Heavy equipment working in wetlands must be placed on mats or
other measures must be taken to minimize soil disturbance.
6. Regional and Case-by-case Conditions. The activity must comply with any
regional conditions which may have been added by the Division Engineer and any
case specific conditions added by the Corps.
7. Wild and Scenic Rivers. No activity may occur in a component of the
National Wild and Scenic River System; or in a river officially designated by
Congress as a "study river" for possible inclusion in the system, while the
river is in an official study status. Information on Wild and Scenic Rivers
may be obtained from the National Park Service and the U.S. Forest Service.
8. Tribal Rights. No activity or its operation may impair reserved tribal
rights, including, but not limited to, reserved water rights and treaty
fishing and hunting rights.
9. Water Quality Certification. In certain states, an individual state
water quality certification must be obtained or waived.
10. Coastal Zone Management. In certain states, an individual state coastal
zone management consistency concurrence must be obtained or waived.
11. Endangered Species. No activity is authorized under any NWP which is
likely to jeopardize the continued existence of a threatened or endangered
species or a species proposed for such designation, as identified under the
Federal Endangered Species Act, or which is likely to destroy or adversely
modify the critical habitat of such species. Non-Federal permittees shall
notify the District Engineer if any listed species or critical habitat might
be affected or is in the vicinity of the project and shall not begin work on
the activity until notified by the District Engineer that the requirements of
the Endangered Species Act have been satisfied and that the activity is
authorized. Information on the location of threatened and endangered species
can be obtained from the U.S. Fish and Wildlife Service and National Marine
Fisheries Service.
-2-
12. Historic Properties. No activity which may affect Historic Properties
listed, or eligible for listing, in the National Register of Historic Places
is authorized, until the District Engineer has complied with the provisions of
33 CPR 325, Appendix C. The prospective permittee must notify the District
Engineer if the authorized activity may affect any historic properties listed,
determined to be eligible, or which the prospective permittee has reason to
believe may be eligible for listing on the National Register of Historic
Places, and shall not begin the activity until notified by the District
Engineer that the requirements of the National Historic Preservation Act have
been satisfied and that the activity is authorized. Information on the
location and exiatonce of historic resources can be obtained from the State
Historic Preservation office and the National Register of Historic Places (see
33 CPR 330.4(g)).
13. Notification.
a. Where required by the terms of the NWP, the prospective permittee must
notify the District Engineer as early as possible and shall not begin the
activity:
(1) until notified by the District Engineer that the activity may proceed
under the MVP with any special conditions imposed by the District or Division
Engineer; or
(2) if notified by the District or Division Engineer that an individual
permit is required; or
(3) Unless 30 days have passed from the District Engineer's receipt of
the notification and the prospective permittee has not received notice from
the District or Division Engineer. Subsequently, the permittee's right to
proceed under the MVP may be modified, suspended or revoked only in accordance
with the procedure set forth in 33 CPR 330.5(d)(2).
b. The notification must be in writing and include the following
information and any required fees:
(1) Name, address and telephone number of the prospective permittee;
(2) Location of the proposed project;
(3) Brief description of the proposed project; the project's purpose;
direct and indirect adverse environmental effects the project would cause; any
other MVP(s), regional general permit(s) or individual permit(s) used or
intended to be used to authorize any part of the proposed project or related
activity;
(4) Where required by the terms of the NWP, a delineation of affected
special aquatic sites, including wetlands; and
-3-
(5) A statement that the prospective permittee has contacted;
(a) The USFWS/NMFS regarding the presence of any Federally listed (or
proposed for listing) endangered or threatened species or critical habitat in
the permit area that may be affected by the proposed project; and any
available information provided by those agencies. (The prospective permittee
may contact Corps District Offices for USFWS/NMFS agency contacts and list of
critical habitat.)
(b) The SHPO regarding the presence of any historic properties in the
permit area thAt m,y be affected by the proposed project; and the available
information, if any provided by that agency.
14. Water Supply Intakes. No discharge of dredged or fill material may occur
in the proximity of a public water supply intake except where the discharge is
repair of the public water supply intake structures or adjacent bank
stabilization.
15. Shellfish Production. No discharge of dredged or fill material may occur
in areas of concentrated shellfish production, unless the discharge is
directly related to a shellfish harvest activity authorized by nationwide
permit.
16. Suitable Material. No discharge of dredged or fill material may consist
of unsuitable material (e.g., trash, debris, car bodies, etc.) and material
discharged must be free from toxic pollutants in toxic amounts.
17. Mitigation. Discharges of dredged or fill material into waters of the
United States must be minimized or avoided to the maximum extent practicable
at the project site (i.e., on-site), unless the District Engineer has approved
a compensation mitigation plan for the specific regulated activity.
18. Spawning Areas. Discharges in spawning areas during spawning seasons
must be avoided to the maximum extent practicable.
19. Obstructions of High Flows. To the maximum extent practicable,
discharges must not permanently restrict or impede the passage of normal or
expected high flows or cause the relocation of the water (unless the primary
purpose of the fill is to impound waters).
20. Adverse Impacts from Impoundments. If the discharge creates an
impoundment of water, adverse impacts on the aquatic system caused by the
accelerated passage of water and/or the restriction of its flow shall be
minimized to the maximum extent practicable.
21. Waterfowl Breeding Areas. Discharges into breeding areas for migratory
waterfowl must be avoided to the maximum extent practicable.
-4-
22. Removal of Temporary Fills. Any temporary fills must be removed in their
entirety and the affected areas returned to their preexisting elevation.
NOTES:
1. Qualification for and issuance of a nationwide permit does not relieve the
applicant of the need to obtain any other required State or local permits.
2. Should all or part of a proposed activity be located within an Area of
Environmental Concern (AEC) as designated by the North Carolina Coastal
Resources Commlasion; a CAMA permit is required from the North Carolina
Division of Coastal Management. Should an activity within or potentially
affecting an AEC be proposed by a Federal agency, a consistency determination
pursuant to 15 CFR 930 must be provided to the North Carolina Division of
Coastal Management at least 90 days before the onset of the proposed activity.
REGIONAL CONDITIONS
1. All fill material authorized by this permit must be obtained from an
upland source.
2. Use of this permit for livestock and domestic animal waste treatment
facilities is not allowed.
STATE CONSISTENCY CONDITIONS
1. All fill material authorized by this permit must be obtained from an
upland source.
2. Use of this nationwide permit for waste disposal facilities is not
authorized.
3. Established erosion control practices shall be utilized to prevent
violations of the appropriate turbidity water quality standard (50 NTU's in
streams and rivers not designated as trout waters by the North Carolina
Division of Environmental Management; 25 NTU's in all saltwater classes and
all lakes and reservoirs and 10 NTU's in trout waters).
4. Proposed fill of greater than one acre in SA, trout, ORW, WS-1 and WS-2
HQW watersheds requires public notice and an Individual Section 401 Water
Quality Certification from the North Carolina Division of Environmental
Management.
5. For activities resulting in the loss of waters of the United States
greater than 113 of an acre, the applicant must receive written concurrence
from the North Carolina Division of Environmental Management that the proposal
is certified under the Section 401 Water Quality Certification Program.
P .,
-5-
6. If the proposed activity is within the North Carolina Coastal Area and the
activity will result in the loss of waters of the United States greater than
113 of an acre, the applicant must receive written concurrence from the North
Carolina Division of Coastal Management that the activity is consistent with
the North Carolina Coastal Management Program.
GENERAL CERTIFICATION CONDITIONS
1. Proposed fill or substantial modification of greater than one-third of an
acre of such waters, including wetlands, requires a written concurrence from
the North Carol.L:a Division of Environmental Management.
2. Proposed fill or substantial modification of equal to or less than one-
third of an acre of such waters, including wetlands, does not require written
concurrence from the North Carolina Division of Environmental Management.
3. Proposed fill of greater than one acre in SA, trout, BQW, ORV, WS-1 and
WS-IX watersheds require public notice and an individual Section 401 Water
Quality Certification from the North Carolina Division of Environmental
Management.
4. Established sediment and erosion control practices will be utilized to
prevent violations of the appropriate turbidity water quality standard (50
NTU's in streams and rivers not designated as trout waters by the North
Carolina Division of Environmental Management, 25 NTU's in all saltwater
classes and all lakes and reservoirs and 10 NTU's in trout waters).
5. Additional site-specific conditions may be added to this Certification in
order to ensure compliance with all applicable water quality and effluent
standards.
6. Concurrence from the North Carolina Division of Environmental Management
that this Certification applies to an individual project shall expire three
years from the date of the cover letter from the North Carolina Division of
Environmental Management.
?SfwA
North Carolina Department of Cultural Resources
James G. Martin, Governor
Patric Dorsey, Secretary
May 13, 1992
Steve S. Powell
Venture Engineering, Inc
742 Highway 501
Conway, S.C. 29526
Re: ACOE permit to fill wetlands; for shopping
center, US 117 North Kerr, Wilmington,
New Hanover County, ER 92-7967
Dear Mr. Powell:
Division of Archives and History
William S. Price, Jr., Director
Thank you for your letter of April 8, 1992, and the site plan and
photographs.
We have reviewed the information and determined that the structures in
the area of potential effect are not eligible for listing in the National
Register of Historic Places. Therefore, we have no comment on this
project.
The above comments are made pursuant to Section 106 of the National
Historic Preservation Act of 1966 and the Advisory Council on Historic
Preservation's Regulations for Compliance with Section 106, codified at
36 CFR Part 800.
Thank you for your cooperation and consideration. If you have questions
concerning the above comment, please contact Renee Gledhill-Earley,
environmental review coordinator, at 919/733-4763.
Sincerely,
Z6? z4e_a_?
David Brook
Deputy State Historic Preservation Officer
DB:slw
cc: Wayne Wright
ACOE, Wilmington
109 East Jones Street 0 Raleigh, North Carolina 27601-2807
ENTOF
QP¢ ,..- tiF TAIL
M IN
4? zm United States Department of the Interior AMMU
vi A
7 0
FISH AND WILDLIFE SERVICE
?gRCH 3`?0a0 Raleigh Field Office i
Post Office Box 33726
./?/ /? Raleigh, North Carolina 27636-3726
INSTANT REPLY
Please excuse this form. We thought you would prefer a speedy reply to a
formal letter. This is provided in response to your notification letter to
the U.S. Fish and Wildlife Service concerning Federally-listed endangered
and threatened species. This reply should be forwarded to the Corps of
Engineers Regulatory Branch. L /1 ) f
Re : J
? /? .G l I?1 r Y?¢il - (?t?Jl.(q 1 ?r7a, ?X 4 _ ?JO > > -{ I n ?) env A (l? ,n Y t
Naltwide Permit Number/.,Project Name
Date
Based on our records, there are no Federally-listed endangered or
threatened species which may occur within the project impact area.
The attached page(s) list(s) the Federally-listed species which
may occur within the project impact area.
If the proposed project will be removing pines greater than or equal
to 30 years of age in pine or pine/hardwood habitat, surveys should
be conducted for active red-cockaded woodpecker cavity trees in
appropriate-habitat within a 1/2 mile radius of project boundaries.
If red-cockaded woodpeckers are observed within the project area or
active cavity trees found, the project has the potential to
adversely affect the red-cockaded woodpecker, and you should contact
this office for further information.
The Service concurs that the proposed project is not likely to
adversely affect Federally-listed endangered or threatened species,
their formally designated critical habitat, or species currently
proposed for Federal listing under the Endangered Species Act, as
amended.
Staffing limitations prevent us from conducting a field inspection
of the project site. Therefore, we are unable to provide you with
site specific recommendations at this time.
Questions regarding the enclosed information should be directed t•o the Corps
of Engineers' regulatory staff member who is handling this project. q
ikHL la rL. ?llt?k ? /S// vL
Biologis ate
CONCUR: d 3/??? Z
Endangered Species ate
Coordinator
0, "141 OF Co,
0
i J
?e 'Arcs 01
Mr. Steve S. Powell, P.E.
Venture Engineering, Incorporated
Engineering and Land Planning
742 Highway 501
Conway, South Carolina 29526
Dear Mr. Powell:
UNITED STATES DEPARTMENT OF COMMERCE
National Oceanic and Atmospheric Administration
NATIONAL MARINE FISHERIES SERVICE
Southeast Regional office
9450 Koger Boulevard
St. Petersburg, Florida 33702
March 10, 1992 F/SE021/TLW
919/728-5090
This responds to your letter dated March 2, 1992, for work proposed
near Wilmington, New Hanover County, North Carolina, submitted by
Jeff Zimmer for Wrightsboro Plaza. In accordance with provisions
contained in the Fish and Wildlife Coordination Act, the National
Marine Fisheries Service (NMFS) has reviewed the information you
provided and has determined that your proposed action would not
adversely affect marine, estuarine, or anadromous fishery resources
under the purview of this office.
Sinc y o s,
?l
An eas Mager, r.
Assistant Reg' nal Director
Habitat Conservation Division
cc: PSMR, St. Petersburg, FL
HCD, St. Petersburg, FL
COE, Savannah, GA
s }?
4'Ls.wwr a cd'
F, it
•
• ?.-?y
ins • !O d' ?.1 ?•?1 ? ` r]6o.r• • ? Z)71.111rY
1
YI ? ; ? pll•Irwll 11 r?,??1• - ?tf ? - ? •• ?Ml?r'„^•rY?j`? ?K"JI v...'/DjMI???
rroplyrl, b . j/ { ?(? •?1.',,t ? : ?,..] ?i1' ! ' ' `t?)'?sOw,r?? ? r'Nr"s?'???L
..Of
. : •b:
p I V
1,11" sic?aQZ?uo? ??aiz as
• ` , N.,.
v 04"
u °4` r HIM
F{ •r ••t:«r. 6:• i 9S11
1Ju11:iz•.?vj puv *a a2)
, .p ? 1J r?° ? ,NO1•.?
]
•
? M•frY,t 1
?' ,p n
• + ?? yy J
I _
"
•O rr•,•t
t ? ''i ?
° ? JT'•°??
?
w !
?
r'?
5
A 11MNI11rN
?
'?
C°
? , I
Y
w
..
?
?l? \
J11
'.
h ?w,,y?
- ? °r1Y
.
IINl11 + \\
)1^1
Q' Z4? 1••• •
60 , N.
us
4, If• ? Ih,lNN h

V
1 o + 6889.662 (6I6I
1,

\
•? IZ
y?
, 1
ZIbBZ DIN 'uo)6uiuLm
,
,yO
\` /?
l f
'O?I
Y°.1•t OIYIMNOr
4 v
7 f
I ,1 NDIItIr o anu4 s.raa7n(ti1 6-ju
PIPE`
?
•
re
4y°°
,yam' ??
b Ya Vd
?+Y?:wN)r .(1
aaump saollas a199o8
•°
1 t ',/ •), ° nJ )y?O
YO .
±IN°N ° I
J :
' gi
;
O 41 N')r )11 t9
s II.nNY
?`°^ •
, „N,N
N017NIN 11M'
° 4 11)nDS
`
s.lau.(oDmDN .lof t/.1?njas lbl.la/a}
,
,•, ;
41°
1••1• p+J
•Oy r ,Y, J•I? ?' .• I l
0.0 I
j
N•}Yrd I rqN •1O.'
• ; Z ? .00
{ 2y amoolaltj V

0 "p
ll,r) I. 11 ?+ V )O• M 1
`
Ol ?/, l '?Y 'IY ,Mt
Y,
I
1Nd
.
^
')
?.
-0

Ol\l
(< F r IvnN ))r

nY IMI
NnI
l ,
b
y!
v 'Y)
1,4101
I
JIA YJ,y ?
,
[
l+ Irop

,oH ? wvow
/
1
1
1/71111 lrA )w4 0 ?,y `
•Jny d?7
4°f
•e// 1••1 ••
r 4 4
4 (? rj
+, }! W YO ur0 r ?4yI +?
llll• • r b ?r ///
/ /???
?: ?• A
^
?
•
o
OopN
.o r• Cr? +
lIYD 7 147 A)17VA • r
'?•? i? ?
YOl
1101 Yl M0111rw ••

j Y r

mow O - 4b
/ \
,
IAO7 INy
D t
r1NI DN11lOY 1, ry ) ?? U • ,,Ii t r] ?/,•_ _
J • °y6 iJf 0
Y
Y
•
J
,
•
? _,u•/Y`. r L
YO rI••
'
, ,r 1• Ollr
t ° VINID YIA ?l ?Y
OO
1
i
.
.il1Nl
JIY)
r
! 1 .l
?170w ?+YJ. QY'/I li I'Jy
OAl• !
J r
y7<
b "•ON 10•Y 1V j
N'Y1 /S l
+ +O Yt` r1 V+
Y
NOIDNIWTM JO
6
\•O r • ° ??
Y N,NJ
.`
. •
: ,I r1]rpMY t) ,N,111? -
°, NOl1'JN•111.,? tr0 yD
n °
?(? 1 Oll+,• r"b ?tY`
1 ,'

?[ l ?
gwO 3
?
J
0
I?:/r?
''fit ? :
v
66a?'6i ,•I ?? tll•,
N I r' y
f
r;, o `t ?'. `? i )?
s o i ) y

I
[ 111 .1V
.l lJ
yr4 Y NY NYIAIYw ( ItlY •llt ~ ? • N l 6 * VNr N10pM Or' ? ? • NI:Vd
61 l1YDY1A, , 0'•; • O•r••° 0 O ,? °" • Y 1YON 11':Nf11
°• ?. rr' y ??Y ?? I•?N••• r? Notl rw •
\/y- OlT/?I" V10 r,w1 ° a.,; •I1 0? • •Y10 •f ry ? rxN IIIHNn
oYr" v rb ? Y? ?? ?• i .rlooo+ s ?r .
X Y1. r
D,l•.r 1.11 r?\ • '• Ow.N Or ,. •• yl ° ?'d Z • a)
Non" ~?. n•yr Ill'iYONI ••' S /°olr•Ill.ply¦ ••,? • 31/Y7 ?d• ,•) ]H ` v?)r` 1 m
11 /rrl . +'?) '~J ) 1 17 ONIIIM All )I 1 Y• w • •_ • Z
( Irn• YII u0• Ir, n
dEl ? rL? p IJJ r ^O• ? •OZ IYNO 1^'"•r 1\`Yh11'M 1 ? ' a? ! lam.
1• r1Y..t `• !' °•,'' D c •N]r r• • y' If)w), d73/ • n' z
b y I F p 1,1111... 1?, 1/VV7 ? y7 ?NO•YJYr 1-
?' a ?' '°o, + Y _ •oor, y ° .YINI N33Np O . n
o f Nnr Nlywnr ), w ttl C •
?, r IYYI• I t YO UON • M j lullw° r •
m 7C
IIYI NJ Y). rrYlt py A.Yd O Z U 41Y ? y I 1
S'1w. Y 1,1 • N I w
' r ' t IY,f)h1.1•o • • ,ww ?YNlyy 1• lrpw,l ?, N YV"1 ?? l M.
ti` p ,? ? • Nll1'Ib U,
• Ay ? r ?' _ ? r? c?. n
AI•1 if Or'/TIUy
1 1 , •,r ,Y ° ' _ ?'r - 7 ° yr,-- '. IJ 0.0
•l 1N
6^ 1NJ I1Y 6 •'ONYIN0111 t II j `I. •?
*"4
•J ?'-- it t 4? {• 1 r d 3 71JYIJ Z -(• y
' •'? ; ?, •C
Oj )• ±n ?i , YINNN)rN. N'NN ,°yrYO•N o 66 nYNn,OJ
4
t hfY Ill, , 110NYf N) IO°fy ` J1.IV 610 } ^ h '. I.lv4 +
r INI1N' ?Y 1^JN J °yY •,r6 - + Y,ONr O., i c ' AVAYI/' , ..
Ir +N Nt IIM ? ???Or6? O A yrhU° ? ? IY? rf Yl O,/?'10 an?"nl ( t ?/( +
YnO, a Yra lJ b ? a tlVO. IYVII ' I N,U r I ,r II 1n
l N ? ? J
? ?.! . o Nol 1NI,V or Irry n]?q Dro, ?a• Nuno •r
y ,p t, i • O • ' lY ,,ry `N O )AY ,AY ! 1 N. iN a', '•I' °^ .I 1 ;,' : 1 ti
IYDw n / 5 ?' Jr ,??+, A• +)) YI•,ln tOJ ,NI• TO ,•'°I ..1 j. ' 'r
r= 1111 r.) . wl ? °w l^0 ?• o /r t r 1.1• ' , + ;
Y y
,1111 1 II NI {)1111 ! , : ?a ?
•]IYI•d I]rr 11; MY r °•• IV..Io},. Y
' ?140M YO •• 1 u ? M4ilp 1 ' 1 '?
Ml •) O • ? YY .
r7 of ? 1).I.Nri ..? I ? o : u . ? °o } rI?. 1• ^'• Il Y rN??TMI •
? i
I°? fi o I No I.arvp I / 1?.?•r` .
r ,o• II 1 ) 1/
.r . NI NO•r rwl '1,•IIM . Y 0 Ilf IrYM I" CYI.. •,nD • Y v] 1.oa "• , ? _ '41
y I 11 i U ?? 11
yNY?1 i IN11N F • ! 111. • r)-1?'1 1 .0 Ill YT? •?
NI, I H yrV r.,V 1 • 1? / Y10, •Y IIV,Y 11.Yr 11111
la• 1 Nn..l1 Y.. 7 1 1• 1
s Y .)boll. .N J Y • ? 1: 5 : ,IN•.N i 1 • . .
u . 0 1 wt 1 , rV r•n
• /l L t t ! ° CCI
Yv \ ? r .o, .olY. w ? D \ • L
V IU wl•d , • `djb •
Swr, ? T { •' Ir 101• 1, 1• O : 1 „ ' 1 I 1I/
1•.n1 bn, 1 Ir ? l? ? ' 4`• OY .I,.w/ OY , ?? M11. ? ??' • `O
r `! Ytl ? • I N01,NOr . , ' YII I4iw 111. 1 I lr N ... n? 1 ?'• 1 • 6U, OY • l I lY1•wrl
?•• - no Nr 1 . _ / Q ) 4 r `? 1IrwN,, .. r14 .'/ ) •nr
Y Y y.o1r•
• • U ' )f 1 YIJ 111 N; I or
011Y1 JI )0j•• ? A
• , .,,{) r,lt IYlnl, ISI ,I,.hNI•• 0 A'
1 1V „NVII • I y•I NI rV 'INII III N.IV ° Nhlll ' 1 y w a ? I r?y?
1F Q IIY 1. ' ? I r 1 (r / 'V
1 YO DYU r.r.l rYl lbl M1wwYlJ Jw II IYIr ',?h la + ; I /1 NInO.°Y
Il N01NI•DY O.M 'I l I .11
• •.Y lIYl?1YD i N).Y,t Yl,r]N, \ ' ?• ? i : of 1 rV
nll.r lr ? lr. ? ?•• •.• . • • ?.33f1J • ?•• ` •? SAM ?
+ . . • _
INIM
•
N"d1
,
Yo No111A.
Y
17 YOtrf
NYYO.10
IAY IN] .1
N•ll
Iwo NHOr ly AiNnoo tell
uwrr U3AONYH M3N 1h yO
)N •A IS I.O•Yrr p'• NOD np' b 'h
1,t ar . ? J'r ti
+ 1111.M . Oa
4.y
j1 s
Y
In ^ y°4? V1,! yQY Y'YOIJiA
,lrw OY NMo1YYoA y 1
I V. VI v6
¦
0
ON oYlN lAp l I
Ir 11YY1Nr ?
I t )1Y0 1
YYl}
N• OY
?O•L J I?IIL?I?IItY?
?O r•
0 a1,IN1
Vy oo w
Ob ,wrl. NNOf
y, 0%
J ,
AMYd 10 10A
k , n
IYAI•b0 iYO HDIlOY0111)/tntl
" \Ibl\ I? I
1, of lava°'°Y, °y
A.
?VI °INIINIR Yo `v A'"I`hl1Y"I I
D Cn Von.... r
No
YO Ibr C YO'YNrr WQ-,..... ...
YIJ •D j'1IY ,0 ^O 0 '
IN
i IY )r
wIYD N, • r ? j Yll 11 1,
II)Yl yM 111 1 • ~
C?f
Y )V
) ? J yO1NOVM] V.NN Irll.)
0 1AY 11 7AY
• 1NYYN '
2 Eel a .l.l
ww0] Yy,} N
Q lAr kid ,]rlY 1NYON /U/ J
w p
.a )son*, i IYIMf I.)Y,y
..",tONIM 1N411I,
Vil Q'ol }
rOI ......
rH y0
• NI IONr• V,•1
C rr0 S
arY )r l,r yrw llN. OY .II
t..?Ww- r ??. •O to 1V 11 ? ` ??
O
A n?ttY)II? rO IN ll•r
• ? YD Y I I IIY
O ` All ry (,I IY „ Vl?
Y0111j1°rJY 1'116 y° 0
1j )1 yDNDIN ?O Iw?.•r]Y C'
U ,llw L
Oy OyOYVyrI J?7C o,0
l,l 111,6, w• f'
NIA F - ' a w
3N
? I "'IOrrJ ,
V
n ',•J ONOJ HON
UOOrNO Y,lr
1
JI'r6 r YU Jl Ylll +j ,-
Y+• o ? o YD °NOwrID ?
r N 1
n M ! wyN
?? b)Ibl l' 111±
)ogsggnd ugI wml L"sslwlod uopum 1,>(x1llm'swols As
lenouly) puv obu)ao uogeul)olul 01UMID01a puu 6u1juud
D,gdu)6mo}'6ulAd(nolcXtd q (wUwll IOU IrYI 'Ouq)nlou
'Apuoluugoow io Alluawmpolo suvow Aq )o uuol Auu u
polllulsutul )o poanlx))do. og Alnu glom snp in 1)ud ON
'OUIIIpo Iluu 0 111111 Aq]II I)OJ WV poly I I I I A INl IVM OuiIUNpV
)no of Ig6rlolq sur)ssuuo b Milu AuV L64-OVMS
110 'IIYUU1]Up'rLpOV 90(1 O'd'Sdtln Ilnnl])On 01 UOI
-ew)olui)noApupnsv,vold sIN9UfX)ulosuilipm ]Aut
to fN)IMoul olvlaoxlde{?nom oM Ap]quuglnu ololdwo;
ooluvmn6 louuu] o/? 6aelno]e omssu of poppo uooc
seg elup )no'su:lmos Ivluowwa lob-uou,,;ml powelgc
uoog seq vlep 1uu11uppV 't)Oqlouuop)I 111JUOUJUJUAOf
lu]ol puu Alurlo]'01v11'Iv)olwl olquyo) Moil polldu)o-
uou(I suq rapid puv ofrm IomIS dulry Iuvq]IDFy oql
:310/1 sm3,lsmind
SdVW LNVH,?!{3W
•,•u AM ?14'1?I Ali'1 11d.u_
mu Yp•?'gW?+7L?/p71) 4(?(tYI ?1? IWUC1?iI?rVC?_
a11111Y r1.6?0Al?lyll •11YUY
HOISIAIO sdYM 1NVII:Nf31,
'DIII DNil DMYM Ssrri 066100
1 3@
3
I Q
I D
IS

VENTURE ENGINEERING, INC.
Engineering and Land Planning
D "
MpY 2 6199?_
May 15, 1992 -

Ms. Alexis I. Finn
Environmental Engineer
Division of Environmental Management
Water Quality Section
NC Department of Environment, Health and Natural Resources
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
RE: Wrightsboro Plaza Food Lion Shopping Center
Storm Water Management Plan.
Dear.Ms.:Finn: .
1, ,. Please rw_f ind: enclosed the :,En Engineer ing ,report for,. .,,,.the above
project r,On ,,.behalf of the Owner, we , apprecia
?r referenced te the
` NCDEM, accepting this` project °as ;'anin no
coopera. 'of
, ? ? ?nw r. ?„ ?,._, , „ i r E: r ?,?,, ? ? wr „, ? ,?t vative
worm wat Ynana, ement system., QG , >M1IK.A(?' 7 , r MA Kr;?j „ 9f?1v47•AtnG v
?' Ap end a Ito ;our- repor provide the 'SWMM output
kn
1 ?,? c ula on ?ected'.:,;System',.opeG, ation, *; n h 10 year,
?,,r4
5 PI, year r and 2 ;y ar ,storms :respectively These data ; y ,grwef lect an
it _VT
average Aremava rat of ;,better , than .AQ$i?Lfor ,,. suspended4l?Y so11ds,
i? •99 9,$ for: "tots "col s,form andbetter-than:;85$ for heavy.metals.
r
'This his based on commonly( 'occurring pollutantr?accumulation°,;rates
`f o'r•N;urban,commercial ;,a,. reas, a Nlinear wash „aff formulation 'andan
exponentialr;:removaliequation.;;.The ER .:covers in more,detail, the
f , input data and, sou :ces 1Y ti" ,
I
I't
?, The •', Owner understands .that, you, may require monitoring ?;
is ;ours 'recommendati`bri'MI hat } `'anyrs?xequirement# [for Twater crua11ty i ^
sainpIth4-„shouYd`-be waived:`."since' ?,,overflows? infra
urent1 -t ;Th ;page';'of,Appendix C-provides ?a summary ?ofG the.
q y " e,last
? storage/treatment performance, indicating:; atreated outflow
a. • w
volume of 24i 870. c f :r,rin is G2 :,;year :storm ;event ti:having"a "24,hours
:?; G d'6++r,M•hY?+.,..,. {., r I . -E'?; +.:•, - ,? ie„dai vr.•., a,
„accumulationr;of4nc?es ,.?:t,L?esser."storm,?levents. would resul"t in
itreated :outflow rr The one inch storm is iYcompletely
w little or no
'' retained..within' the systems , a;'.+ Nr •G, s," ?f"#4? r „?
We have indicated,. on,..s4eet,: D-h :an.alternate ,...`.location for
Detention Storage, as you ,have requestedc , :This As located on
i
,P.O. Box 6228 • Conway, South Caroline 29528 • Phone [phone]

property belonging to the project developer, and will be reserved
for this alternate use for a period of 2 years after completion
of construction.
Please contact me if you have any questions. 0
Very Truly Yours,
Venture Engineering, Inc.
Steve S. Powell, P.E.
President
Enclosures

?a
?? ? S ? ? rk 17 ? k1k r ! ? ? ?b11?f u?Y 3t 1E`.& ?-f ?? ? ?i«? pl?

zr4`St
f'F? •E ``i-
' a?'??', ,?r.
..
t
k.

ENGINEERING REPORT
FOR
WRIGHTSBORO PLAZA FOOD LION SHOPPING CENTER
PREPARED
?.'i fMAY,Y18 1992
WRIGHTSBOROr?PLAZA' LIMITED PARTNERSHIP, k
,,,'by: OARBORO SHOPPING- CENTER CENTER - GENERAL. PARTNER
au p, d
r axj rp ? ??t .?^
.. i?l¢P ? kb??F r. ?1?,+?; ??- ? aS?l?" ? ??, >f t :h : r ?? 'L,a ? ?, ' y'q???Yr? ? • r ? ,
aBY. k ,
742 ..'Highw y S01;.. ugast
1. ConWEly;. S.C. F 29526
;: ??r ;,}r y w (803) 317 ,58511
ilr 4 Sr C 67tFFP x1? F 1 ? `it ?i?i? R=t Fr :? , fir' 4: " 7. r ? 4 ?? ??y v '
r ?e
:
-,gyp •?..,;. ., ?!gl?hr ?1;;r.? ?.„ ? - _: :, .:?.} ..r. r r,, ?
I. INTRODUCTION
Wrightsboro Plaza, a N.C. Limited Partnership, proposes to
construct a new strip shopping center, located along Castle Hayne
Road (US 117/113) opposite the intersection of N. Kerr Avenue, in
New Hanover County, N.C. The center is to include a 29,000 s.f.
Food Lion, 7,680 s.f. Rite-Aid Pharmacy and future local retail
space of 7,800 s.f. In addition, two outparcels, roughly 0.8
acres in size each, are proposed. The center will include park-
ing for 222 vehicles, loading docks and vehicle traffic lanes.
The development site is 8.0 acres in size, excluding the easement
areas to the rear of the site reserved for storm water manage-
ment. This area also excludes an additional 4 acres along the
northern boundary of the site reserved for a Phase Two expansion.
The Phase Two area is excluded from this Storm Water Management
Plan,. however, the future Phase One local retail and both outpar-
cels are..included.in the Plan..
;.The, Wrightsboro Plaza site is .located roughly 6,000 feet
,upstream of Little Ness Creek,.,,a tributary to the Northeast Cape
Fear`River.;;Existing run-off reaches.this:outfall point through
ana ural dra nageway channel, .portions- of which have been
eiexcavated or i #d
rryyy?Jyy?? PS
Vyy'?4}'p,M1N"Y,tl +? ??!' 4! p,{ .??G PV?fj -r. ? .S, ra {n :,xlrSRtlMk''y'h^-:4{U?.,? h •*_'v. , -
IAf'(? 0 ? ? ?.tfr?' .Zi' ?r ? 3! rYk"(! fRlli IY ? t f ? Ri •1: t , -
ur. ? 6x+0? t? `': {.g 't ?1?Ethe `Owner,'
Venture En tneering,:...Inc actin behalf of
r?' n ?ias ,proposed the onstruction:?of,,
-a q gt'biriAWaei Management 4.r'System
+) ncor.poratin'g. the 'use of existing'', isolated wetlands for' storage
rand rvrtreaitinent of the storm mater .:,run ;offr froomo the„project.; site. -
$7his,?.?.approach'??;has.. been conceptually` approved ? by NCDEM,,, Water
tiiQualityl Section pending ;review and approvalw,of'these,lplans and
the satisfactory, cons tructand tkacceptablep`operation.
NCDEM , has _classifled the proposed :system ,as an Innovative Storm
? Water. Managemen411 3ystem :•e;Innovati,ve;,03ystems, i !under ;15 NCAC
i"! k`2H" 1,000. tmay 'be .permitted ,wheni ?4?
n{vp?
3,y There is reasonable : expectatiorrif osuccess, 2) the

Epro`iect`'-is' not °near:?high . quality--receiving Mwiaters- .1`33 'J1,1monitoring
:'requirements. are,;included to verify .,the.4system performance- and 4) :
;an'''alternate.:system is...,p.ossibleshoulditfailnre,,of.a;the 4innovative
,
system. occur. :. 4 5 ?w p(y??b? r
The .Owner..,, has :prepared.l.a, perpetual- easement over.,,.j.those. areas
.- of both wetlands and uplands :which.- wi ll%isi erve' 'as a` portion .,`of, the
''storm water system. The- U..S _ Army"Corps". of, Engineers ' t has re-
;viewed :,.the..wetlands :onsite ,:te;be used. for :.this.,;purpose, :and has
determined that no ACE permit is?required,` providing no 'disturb-
ance of the main wetland body to:,.the .rear ,"of • the site.occurs . To
accomplish this, only a small:swale:,is planned to be excavated
.along the southern property-,boundary.+;from :the rear of the de-
veloped site. Flow velocity in this excavated portion will be
dampened with gravel check dams. To control storage and outflow,
the existing roadways along both the southern and northern
property boundaries will be built up to elevation 28.5, six
inches higher than the proposed full pool. The existing bottom
elevation is roughly 25.3, and present controls maintain the
seasonal high water at 26.1 feet.
The natural wetland, preceded by over 26,000 s.f. of grassed
Swale, provides a total surface storage area of roughly 116,000
s.f. at the 128' contour elevation. Low run off velocities are
planned in the swales, which are expected to remove most oils
and greases, suspended sediment and metals. In addition, sub-
stantial reduction of 5 day BOD and total Coliform is expected to
occur through settling and filtration in the grassed swales.
As noted above, the pollutants commonly found in urban run
off of primary concern are suspended solids, oils and, greases,
heavy metals (principally lead,-copper, chromium, ? nickel and
zinc), nitrate nitrogen;'„iphosphorus,..five day BOD, COD, and total
Coliform.. In the?r.um-,of f .block_of the SWMM model up to 10 pollu-
tants may be represented,t:for.;ti:build-up/wash-off estimation.,The
hs .,.principal; gtol` 'utant{ above.-have.?,been," model e .<in .,
i seven 'f
SWMM for
uantitat'ive.;est?mktion Hof wash-off.,,, The l?Storage/Tr'eatment block
il:,is '` used to estimate, removal.?'of.fpollutantstwithin the ?swales 'Wand;
wetlands Three4614,'ut Mi-itan,,be modeled''in?athis;;block and„ up"
to'' five' detention<wunits'can' be:o represented,: ...The attached model
: guns estimate pollutant removal for "susPended' solids metals `'and
t 'A , .. X IF ,. "s • .
otal.?' Co11form 6h1yA They: two;-swa1es are each represented as a `
";detention unit, and the.`natural..wetlands,:are represented as ;three
,detention units in:.series::
t'p I I I METHODOLOGY°` i'
1 U
y ,'The ..SWMM program provides,?-quantitative ly,.. a °deterministic
?,,timodel :,Lof rainfall ,r runoff r:.storage ..and AtoVerflow `-Ao. ,receiving , :.
streams. `. 'To generate,design::storms.,:•for,.vthe'.10.year5;yelar and
,'" 2 M year '24 'hour ,events; :24 ,hour,.,accumulations were obtained :from .
? '??w:.r?s
lthe t;! National' Weather...Service I..O.F- curves for'Wilmington,. #S"which .
yf;showed ,:volumes o'fk.6..:60",",5..;52".,, and 4 A8".,.,respectively ,;;fors` these
„events ., , : These volumes:l,were-, transposed;:: into a 24 : hour ;`rainfal all
°hyetograph usingr}an',3CS'+Type ::.II Distribution %' `;30 ;mi'nute'
increments., In „,.Jaddition, a:, one .inch ,accumulation s'imilarl
distributed was•prepared'9and this model run,output for?;which is
provided in Appendix,D.,
-Two criteria;j,guided,.:design, of the overflow control "struc-
ture. Because storageabove)the 1281,,contour would `,:;:result in
overtopping of the 'Swale. banks- at the rear of.. the stor"e,..'-, bypass-
ing of run off beyond,this,representative storage .:volume was
required. This necessitated,.a.high rate overflow structure above
the 128' contour stage. ;This,was accomplished using a typical
,
drop inlet structure at the outflow e'nd of detention unit #5.
The drop inlet capacity was calculated using the standard orifice
equation, with an inlet rim elevation of 26.6. Stage-Storage-
Discharge values, provided in the appendices, result in up to
25.5 CFS of treated outflow for a 27.6' stage. Detention Units 1
4 are controlled by gravel check dams, which were calculated
and modeled as broad-crested weirs.
The second criteria governing design of the flow control
structure involves both the maintenance of the natural wetlands
and pollutant removal. The natural wetland body being used is
seasonally flooded, which results in a cyclical nitrification-
denitrification process essential to nitrogen removal. Nitrifi-
cation, the conversion of organic nitrogen and ammonia nitrogen
to nitrate, occurs aerobically. Both the shallow depth and
larger surface areas of the wetland water body will promote this,
as well as the summer season partial drying of the wetland.
Denitrification will occur as nitrates diffuse into the lower,
anaerobic soil -mantle, -and are converted - biochemically into
nitrogen..;,:gas.. Saw-cut slotting.of the drop-inlet tube is esti-
a
mataled to highfi kgrermit oundw restoration of
elevation:, ofe26wet land .11 within .36-48 hour?; ehours of seof a
'
si ! ificant r?ain£all :event -Another 48 72. hours is „required to
compl,tt'k ?lowe the, water surfaceselevation?to 25.3', roughly,
? erag
the"empty...pooi" elevation. %,tWitav , yearround :io4 inter.ev.ent
tt times of 5, days is will resul:t nj, l `s.tantly}wetted, ` ?cycl i-;.
,1. ,14 ......g .a i ..:.... ?..i.;, , 1!c. >r+?.; J.ii.. 1 .• yy ?¢.
cally_ re-aerated , tetland area. 11 3easonalayM lferevent ,times"will'
be horter,.:.,;, and!,.evapo-transp.iratiorL?rates, lower,w?-in'' ;'fall and
?; rt winter,resultinq,utn' riormaslyhighe?waergsur.face`celevations . ,
i The opposite. wilhr be::'true :1n; spring:zand, rsummerit=:resulting in an
4,Axpected,;dryer.4.condition.
StochasticMmodeling:of.pollutants.removal processes.-As based
4 9 p . ' ? olids and ,
on exponential r emo v
t a ua.tions ' '"
'
metals tr al, and errorlapproximatiorn,ohlremovalnequation
q coeffi-.
dents was ; used to approxImate .tokesr iaLaw:i!settling.<<r',. Using
4,..: .
p : distributions found ,. in %the414program `.'1 documentation.
m;
arti cle'??"size.
and .the enclosed'%eferences,:?'a removal?`curve°was,,.estimated using
I.Stokes`;,LaW' n,+a!,separate•: SWMM°xun.?:-iTh:ereafter 'coefficients were
" obtained-, by''.tr.1aL"'and error:ao:^approximatey this'i:curwe.` Y Fov4,,total
I.C. col
iform..an exponential:removal ~; equatiovi-'using: coefficients
':," ,.
found in'the jrefer:ences'wass? used=in,°theE model ' °?'.In 'sepa ate :runs
not provided. : .in,'this; repor,t.,.; ,nitrate nitrogen ':'? 'and:, phosphorous
i .. ,. t A R
also?t'aus Ong •exponentia.l.gr??;efiri6. ..1-gaPollutant'!,,removals
were modeled ,
,for all constituents,-modeled were approximated only to ?l'represent.,
the ' %s most ',% characterrisfiicl data ;-found ,A-n,Pthe;? i references ., { t2 'Actual
pollutant removal,_; as•i well:,, as„ pollutant.-Aoada.ngs - :, are expected to ,
vary., ,widely..; Pollutint. +acumulation .and wash : off ; . rates are
representative of more urbanized areas near--large -'municipalities
in the Southeastern,.U. S •. Removals are ;based ,on !the - most repre-
sentative wetland: system found...in -ref,erence; #44, (Reddy), for each
of the: modeled constituents '. •r: i . r..
IV. CONCLUSIONS
Quantitatively, the proposed storm water management system
indicates 100$ retention of run off in the one inch storm event.
In the 10 year design event, peak post-development run off reach-
es 18 CFS in one 30 minute time step during the 24 hour simula-
tion. By comparison, a parametric estimation of the peak pre- rb
development run off for the same event, using a curve number =
45, would provide roughly 18 CFS of run off. Both the 5 year and
2 year events result in less than estimated pre-development peak
run off rates. Volumetrically, slightly more than 15$ of the
total run off volume is retained within the system in the 10 year
storm. Although roughly 105,000 c.f. of.storage is available at
full pool, the 10 year event generates 171,000 c.f. of run off in
the model. By comparison, 20$ of.the 5•year run off volume is
retained, and 25%,of the 2 year run off remains within the deten-
tion system.
Conservatively estimated pollutant removal rates for each of
the storms are outlined in Table I..below.
Table r.•... r t:d.. -° -?.
Pollutant Removal
s
r
Storm ' `? ..'g Suspended Total Volume
Event "?? ?'? Sol;dam ,+ Coliform +,Metals,'Retention
^? 4??, , f `? :??11i!' ` µa ??.51?.?t, .:?; f n '1'rIAI ?kyk., XM i w. < • : ?`"
0
Inch 100$ 100$ s' ! 100$ 100$
Z' Year a; ' 92'.;5$ 84.8$ 25$
5 fYear „ µ ?,;915$ 100$ ''mJ{r: 86 :.7$ J I "-20$
10 Year 89:'j0$ ;100$?;fr i., a86 8$ 15$
r t ': flwxil;.•
4•;,,, - Based ?.on estimated.. accumulation?,?,andkwash,, off ,rates;>used - ; in
the model '•and using: the one. inchstorm.; ievent,,: an"°annual;;a,;accumu- f
lation,`'.of, suspended solids and .metals,,,of",roughly 960 lbs ,can . `bg
'expected . • This
... {d,,,l k la'a 'msf, igure is " estimated 4using ;.44 .one --.:inch -events,
, • .yv, . n, 71 7 ,,h
each with' an estimated .pollutants}wash aff of ,.21.9 'lbs. ? Estimat
x +inq a sludge density' of 70,, lbs/c.;f;this ' wouldresult rinY an`'"
benlow b ' :anuorder? offmagnitud.e, .and iZ;40 c.f Sofu'sludgespertlyear'
is 'accumulated, i wi11.: take?,?;20..i.years y fort0 ' 1 feet of , ludge `"; to` 1M
accumulate `in`,the'- two -gravel,swales,• should`:°a11-"deposition 'occur
;there Y
V. MAINTENANCE
Based on.the 'estimated accumulation-rate for.pollutants no
regular maintenance is expected:or warranted., The Owner expects
to perform routine frass-cutting_in.the swale bottoms, and peri-
odic bagging of the clippings will result-,in .a more than adequate
removal to compensate for annual sediment and pollutant accumula-
tion.
Semi-annual inspection of the outflow control structure will
be performed by the owner, to clean out clogged drainage slits in
the drop inlet tube.
VI. MONITORING
Because overflows of the proposed system are expected at a
statistical frequency of nearly one year, opportunities for
effective monitoring will be rare. Meaningful data comparing
inflow quantity/quality to outflow quantity/quality could only be
obtained through the use of 2 or more automatic data loggers and
samplers, the cost of which would not be consistent with the
benefit of the data to be obtained. Because 100% volumetric
retention is commensurate with 100% pollutant removal for most
pollutants, we recommend the emplacement of a manual NWS rain
gauge (.4,.,Anch cylinder) and .a single .peak.. stage recorder, to
'verify., the expected retention capacity,of,the system. This can
,bellobserved.after -significant .rainfall,;events, and data provided
q'uaiteilyH ,to,NCDEM,..e.Water. Quality Section. ; Aftez satisfactory
S' Ievidence H of 'stage ?;,,:storage ..data and "detention -- estimate's is
N?obtaned;we'recommend;that further monritoring be discontinued.
?'I, `#}? ?SR?++t? Ct ? xv?a ri KN t'ThX? r rt+.?d Mrs ,
?fo J?Ar_ ( kj u? tFSt?pr !fie
Y a
40
S ch r? F{???1 ' Y ? •?tty "1v? ?' r11 +,y,ut -1r {
? ? rT a{ +?r't? S? Y? W . ; ?,, 1+{ N t .,Z'? M?7? ,'? o, I :it •
e r r ? ;, r?" t .}
t{?6 \y,. r wd,l - -

REFERENCES,
1) Barfield, B.J., R.C. Warner and C.T. Haan, 1987.
"Applied Hydrology and Sedimentology for Disturbances."
Oklahoma Technical Press, Stillwater, OK.
2) Hammer, Donald A., 1989. "Constructed Wetlands for
Wastewater Treatment." Lewis Publishers, Chelsea, MI.
3) Novotny, Vladimir and Gordon Chesters, 1981. "Handbook
of Non-Point Pollution-Source and Management." Van
Nostrand Reinhold Co., New York, NY.
4) Reddy, K.R. and W.H. Smith, 1987. "Aquatic Plants for
Water Treatment and Resource' Recovery.'! Magnolia
Publishing, Inc., Orlando, FL.
5) Richardson,. Curtis J., 1989, "Freshwater Wetlands:
Transformers, :Filters or Sinks?".,.::,;.Keynote Address, DOE
Symposium Series No.. 61, USDOE Office of Scientific and
_, ,,,,,Technical ,Information, .Oak Ridge, TN.-
6) ??'!Richardson, C.J.,-,and D.S..Nichols,_1985. "Ecological
,:. Considerations '",; n-, --Vetlands +,giiTreatment..of ., Municipal
astewaters " Van Nostrand . Reinh Ad Cot , New York, NY,
• ?w, a t _.-
"RP
Itbl
Irk
fl P ) Huber et .al
7 •:" Wayne_ G«,.. ., .19 8 „ ? " Storm Water-:Management
N
??i?Model4 lsers-,r. anttal,.?x,Version a44uMcipa10Environmen-
>tal Research Center,.4,Office of Research- .''And Develop-
ment,.:<USEPA, Cincinnati OH. is
ENGINEERING REPORT
FOR
WRIGHTSBORO PLAZA FOOD LION SHOPPING CENTER
PREPARED '
MAY 18, 1992
FOR
WRIGHTSBORO PLAZA, A LIMITED PARTNERSHIP,
by OAKBORO SHOPPING CENTER, GENERAL PARTNER
BY
VENTURE ENGINEERING
742 Highway 501, East
Conway, S.C. 29526
[phone]
p•"%J?H•CAR..01"
SSa.-s 9
?Pj •.?'?1 NF?.. ??

I. INTRODUCTION
Wrightsboro Plaza, a N.C. Limited Partnership, proposes to
construct a new strip shopping center, located along Castle Hayne
Road (US 117/113) opposite the intersection of N. Kerr Avenue, in
New Hanover County, N.C. The center is to include a 29,000 s.f.
Food Lion, 7,680 s.f. Rite-Aid Pharmacy and future local retail
space of 7,800 s.f. In addition, two outparcels, roughly 0.8
acres in size each, are proposed. The center will include park-
ing for 222 vehicles, loading docks and vehicle traffic lanes.
The development site is 8.0 acres in size, excluding the easement
areas to the rear of the site reserved for storm water manage-
ment. This area also excludes an additional 4 acres along the
northern boundary of the site reserved for a Phase Two expansion.
The Phase Two area is excluded from this Storm Water Management
Plan, however, the future Phase One local retail and both outpar-
cels are included in the Plan.
The Wrightsboro Plaza site is located roughly 6,000 feet
upstream of Little Ness Creek, a tributary to the Northeast Cape
Fear River. Existing run off reaches this outfall point through
a natural drainageway channel, portions of which have been
excavated or piped.
II. CONCEPT
Venture Engineering, Inc., acting on behalf of the Owner,
has proposed the construction of a Storm Water Management System
incorporating the use of existing isolated wetlands for storage
and treatment of the storm water run off from the project site.
This approach has been conceptually approved by NCDEM, Water
Quality Section, pending review and approval of these plans and
the ER, satisfactory construction, and acceptable operation.
NCDEM has classified the proposed system as an Innovative Storm
Water Management System. Innovative Systems, under 15 NCAC
2H.1000, may be permitted when:
1) There is reasonable expectation for success, 2) the
project is not near high quality receiving waters, 3) monitoring
requirements are included to verify the system performance and 4)
an alternate system is possible should failure of the innovative
system occur.
The Owner has prepared a perpetual easement over those areas
of both wetlands and uplands which will serve as a portion of the
storm water system. The U.S. Army Corps of Engineers has re-
viewed the wetlands onsite to be used for this purpose, and has
determined that no ACE permit is required, providing no disturb-
ance of the main wetland body to the rear of the site occurs. To
accomplish this, only a small Swale is planned to be excavated
along the southern property boundary from the rear of the de-
veloped site. Flow velocity in this excavated portion will be
dampened with gravel check dams. To control storage and outflow,
the existing roadways along both the southern and northern
property boundaries will be built up to elevation 28.5. six
inches higher than the proposed full pool. The existing bottom
elevation is roughly 25.3, and present controls maintain the
seasonal high water at 26.1 feet.
The natural wetland, preceded by over 26,000 s.f. of grassed
Swale, provides a total surface storage area of roughly 116,000
s.f. at the 128' contour elevation. Low run off velocities are
planned in the swales, which are expected to remove most oils
and greases, suspended sediment and metals. In addition, sub-
stantial reduction of 5 day BOD and total Coliform is expected to
occur through settling and filtration in the grassed swales.
As noted above, the pollutants commonly found in urban run
off of primary concern are suspended solids, oils and greases,
heavy metals (principally lead, copper, chromium, nickel and
zinc), nitrate nitrogen, phosphorus, five day BOD, COD, and total
Coliform. In the run off block of the SWMM model up to 10 pollu-
tants may be represented for build-up/wash-off estimation. The
seven principal pollutants above have been modeled in SWMM for
quantitative estimation of wash-off. The Storage/Treatment block
is used to estimate removal of pollutants within the swales and
wetlands. Three pollutants can be modeled in this block, and up
to five detention units can be represented. The attached model
runs estimate pollutant removal for suspended solids, metals and
total Coliform only. The two swales are each represented as a
detention unit, and the natural wetlands are represented as three
detention units in series.
III. METHODOLOGY
The SWMM program provides, quantitatively, a deterministic
model of rainfall runoff, storage and overflow to receiving
streams. To generate design storms for the 10 year, 5 year and
2 year 24 hour events, 24 hour accumulations were obtained from
the National Weather Service I.O.F curves for Wilmington, which
showed volumes of 6.6011, 5.52" and 4.08" respectively for these
events. These volumes were transposed into a 24 hour rainfall
hyetograph using an SCS Type II Distribution with 30 minute
increments. In addition, a one inch accumulation similarly
distributed was prepared and this model run, output for which is
provided in Appendix D.
Two criteria guided design of the overflow control struc-
ture. Because storage above the 128' contour would result in
overtopping of the swale banks at the rear of the store, bypass-
ing of run off beyond this representative storage volume was
required. This necessitated a high rate overflow structure above
the 128' contour stage. This was accomplished using a typical
drop inlet structure at the outflow end of detention unit #5.
The drop inlet capacity was calculated using the standard orifice
equation, with an inlet rim elevation of 26.6. Stage-Storage-
Discharge values, provided in the appendices, result in up to
25.5 CFS of treated outflow for a 27.6' stage. Detention Units 1
4 are controlled by gravel check dams, which were calculated
and modeled as broad-crested weirs.
The second criteria governing design of the flow control
structure involves both the maintenance of the natural wetlands
and pollutant removal. The natural wetland body being used is
seasonally flooded, which results in a cyclical nitrification-
denitrification process essential to nitrogen removal. Nitrifi-
cation, the conversion of organic nitrogen and ammonia nitrogen
to nitrate, occurs aerobically. Both the shallow depth and
larger surface areas of the wetland water body will promote this,
as well as the summer season partial drying of the wetland.
Denitrification will occur as nitrates diffuse into the lower,
anaerobic soil mantle, and are converted biochemically into
nitrogen gas. Saw-cut slotting of the drop-inlet tube is esti-
mated to permit restoration of the wetland to its present season-
al high groundwater elevation of 26.1' within 36->48 hours of a
significant rainfall event. Another 48-72 hours is required to
completely lower the water surface elevation to 25.31, roughly
the "empty pool" elevation. With average year-round interevent
times of 5 days, this will result in a constantly wetted, cycli-
cally re-aerated wetland area. Seasonally, interevent times will
be shorter, and evapo-transpiration rates lower, in fall and
winter, resulting in normally higher water surface elevations.
The opposite will be true in spring and summer, resulting in an
expected dryer condition.
Stochastic modeling of pollutant removal processes is based
on exponential removal equations. For suspended solids and
metals, trial and error approximation of removal equation coeffi-
cients was used to approximate Stokes Law settling. Using
particle size distributions found in the program documentation
and the enclosed references, a removal curve was estimated using
Stokes Law in a separate SWMM run. Thereafter, coefficients were
obtained by trial and error to approximate this curve. For total
I.C. coliform an exponential removal equation, using coefficients
found in the references, was used in the model. In separate runs
not provided in this report, nitrate-nitrogen and phosphorous
were modeled, also using exponential removal. Pollutant removals
for all constituents modeled were approximated only to represent
the most characteristic data found in the references. Actual
pollutant removal, as well as pollutant loadings, are expected to
vary widely. Pollutant accumulation and wash off rates are
representative of more urbanized areas near large municipalities
in the Southeastern U.S. Removals are based on the most repre-
sentative wetland system found in reference #4 (Reddy), for each
of the modeled constituents.
IV. CONCLUSIONS
Quantitatively, the proposed storm water management system
indicates 100% retention of run off in the one inch storm event.
In the 10 year design event, peak post-development run off reach-
es 18 CFS in one 30 minute time step during the 24 hour simula-
tion. By comparison, a parametric estimation of the peak pre-
development run off for the same event, using a curve number =
45, would provide roughly 18 CFS of run off. Both the 5 year and
2 year events result in less than estimated pre-development peak
run off rates. Volumetrically, slightly more than 15% of the
total run off volume is retained within the system in the 10 year
storm. Although roughly 105,000 c.f. of storage is available at
full pool, the 10 year event generates 171,000 c.f. of run off in
the model. By comparison, 20% of the 5 year run off volume is
retained, and 25% of the 2 year run off remains within the deten-
tion system.
Conservatively estimated pollutant removal rates for each of
the storms are outlined in Table I below.
Table I
Pollutant Removal M
Storm Suspended Total Volume
Event Solids Coliform Metals Retention
1 Inch 100% 100% 100% 100%
2 Year 92.5% 99.9% 84.8% 25%
5 Year 91.5% 100% 86.7% 20%
10 Year 89.0% 100% 86.8% 15%
Based on estimated accumulation and wash off rates used in
the model, and using the one inch storm event, an annual accumu-
lation of suspended solids and metals of roughly 960 lbs can be
expected. This figure is estimated using 44 one inch events,
each with an estimated pollutant wash off of 21.9 lbs. Estimat-
ing a sludge density of 70 lbs/c.f., this would result in an
annual accumulation of 13.7 c.f. of sludge. Should this estimate
be low by an order of magnitude, and 140 c.f. of sludge per year
is accumulated, it will take 20 years for 0.1 feet of sludge to
accumulate in the two gravel swales, should all deposition occur
there.
V. MAINTENANCE
Based on the estimated accumulation rate for pollutants no
regular maintenance is expected or warranted. The Owner expects
to perform routine frass-cutting in the Swale bottoms, and peri-
odic bagging of the clippings will result in a more than adequate
removal to compensate for annual sediment and pollutant accumula-
tion.
Semi-annual inspection of the outflow control structure will
be performed by the Owner, to clean out clogged drainage slits in
the drop inlet tube.
VI. MONITORING
Because overflows of the proposed system are expected at a
statistical frequency of nearly one year, opportunities for
effective monitoring will be rare. Meaningful data comparing
inflow quantity/quality to outflow quantity/quality could only be
obtained through the use of 2 or more automatic data loggers and
samplers, the cost of which would not be consistent with the
benefit of the data to be obtained. Because 100° volumetric
retention is commensurate with 100% pollutant removal for most
pollutants, we recommend the emplacement of a manual NWS rain
gauge (4 inch cylinder) and a single peak stage recorder, to
verify the expected retention capacity of the system. This can
be observed after significant rainfall events, and data provided
quarterly to NCDEM, Water Quality Section. After satisfactory
evidence of stage storage data and detention estimates is
obtained, we recommend that further monitoring be discontinued.
REFERENCES
1) Barfield, B.J., R.C. Warner and C.T. Haan, 1987.
"Applied Hydrology and Sedimentology for Disturbances."
Oklahoma Technical Press, Stillwater, OK.
2) Hammer, Donald A., 1989. "Constructed Wetlands for
Wastewater Treatment." Lewis Publishers, Chelsea, MI.
3) Novotny, Vladimir and Gordon Chesters, 1981. "Handbook
of Non-Point Pollution-Source and Management." Van
Nostrand Reinhold Co., New York, NY.
4) Reddy, K.R. and W.H. Smith, 1987. "Aquatic Plants for
Water Treatment and Resource Recovery." Magnolia
Publishing, Inc., Orlando, FL.
5) Richardson, Curtis J., 1989, "Freshwater Wetlands:
Transformers, Filters or Sinks?" Keynote Address, DOE
Symposium Series No. 61, USDOE Office of Scientific and
Technical Information, Oak Ridge, TN.
6) Richardson, C.J. and D.S. Nichols, 1985. "Ecological
Considerations in Wetlands Treatment of Municipal
Wastewaters." Van Nostrand Reinhold Co., New York, NY,
pp. 351-391.
7) Huber, Wayne C., et al., 1987. "Storm Water Management
Model Users Manual, Version III. Municipal Environmen-
tal Research Center, Office of Research and Develop-
ment, USEPA, Cincinnati, OH.
}}}}}};};}{}}}}}}{.}}}}}}}}#:+444}444t}t444tt?xx41+4t}tf}tt4xtx?:±t44ii;ttxit,tertiz
} 3W11? r utl4i: __ z
t I L?II : J:: x
} EPA STORM WATER MANAGEMENT :,, DEL * input file wrtli r.aat ?
} t Ou}.put file WrtiU;,r.OUC }
} it }
} 4 i
}}}}}}}}}}}}}}}}}}}}}}}}}}ii4}4tt}}i}}az#}}}*kfi}iF*}}}#4iFfi}irti44#ttt}}4}*}f*}}}1t}}}
xx:xXx 4 4 x 4
X x :. :4 x xX
Ax AA
x x X X x .? :4 X A .{ .4
xxxX:4 x x x 4 x x 4 x
X A x x .4 .4 A A A
x x xx xx x X X x
xxxxx x x x x x x
..: Full Microcomputer Implementation :..
... Haestad Methods, Inc. ...
V Brookside Road } Waterbury, Connecticut 06706 } (420'5; 755-1666
•`??H CAR,jt'' .
?•,.oFESS1()
fly
l
•
ENVIRONMENTAL PROTECTiCN AGENCr - STORM WATER i1ANAucilEiJT IIUDEL *f* RELEASE Ill..) fft
DEVELOPED BY METCALF & EDD'i, INC.
UNIVERSITY OF FLORIDA
WATER RESOURCES ENGINEERS., ,:.
iEPTEMBE7 19p7'
U BY THE U1i; ER5ITY OF - LO ..
RIDA
MARCH 1'315
NOVEMBER 1511
NOVEMBER 1981
AUGUST 15303
THIS 1J H IiCW RELEASE ?J IhC Jtll?n 1. IF HNY i ftIJPLCIIJ
r
OCOU"R IN tui'+NING +n i3 IiuDEL Lc*'- GOiTACT wAiNE
HUBEp AT ThE JN 'vti S1T'i uF LCF;iDA.
PHONE i-904-3.L-vQ40

DISK OR TAPE ASSIGNMENTS FOR BLOCKS 'C'ALLED. THEY ARE IIN THE SAME ORDER: IN WHICH THE BLOCKS ARE CALLED.
JIN(1) JIN(2) JIN(3) JIN(4) JIN(5)
0 8 9 0 0
JOUT(1) JOUT(2) JOUT(3) JOUT(4) JOUT(5)
B 9 10 0 0
JIN(o) DIN(7) JIN(B) JIN(9) JIN(10)
0 0 0 0 0
JOUT(o) JOUT(i) JOUT(B) JOUT(9) JOUT(10)
0 0 0 0 0
SCRATCH DISKS OR TAPES WHICH CAN BE USED BY ANY BLOCK CALLED.
NSCRAT(1) NCSRAT(2) NSCRAT(3) NSCRAT(4) v5CRAT(5)
1 2 3 4 G
RUNOFF BLOCK CALLED.
AUI\U1 ( ULUt.h Wrig L19U 1 UI- UM I LU U I I []I. Ull IV LAO I 1 1 UI 1 LUR I Un 'imll UI1141 1 JUJ.
WRIGHTSBORG PLAZA, NEW HANOVER COUNTY, NGRTH CARGLiNA
VENTURE Eir MEER 6, 10- SCE i UE 11 10 ES, 4 HOUR 5511 EVENT
CONTINUOUS SWMM PHRWT R - iow " ..............
NUMBER OF RAIN GASES - '+Ruii ..................... f
HORTON (FILTRATION EQUATION USED - iNFiLii........
QUALITY IS SIMULATED - KWALTY .................... 1
DEFAULT EVAPORATION RATE USED - iVAP ............. 0
HOUR OF DAY AT START OF STORM - NHR .............. U
MINUTE OF HOUR AT START OF STORM - NMN........... ;i
TIME TZERO AT START OF STORM (HGURS) ............. .000
USE U.S. CUSTOMARY UNITS FOR MOST 110 - METRIC... i)
INPUT NUMBER OF TIME STEPS - NSTEP ............... i43
INTEGRATION TIME INTERVAL (MINUTES) - DELT....... iv.00
MONTH, DAY, YEAR OF START OF STORM IS: 31 4/64
PERCENT OF IMPERVIOUS AREA WITH ZERO DETENTION DEPTH 25.0
f*HORTON INFILTRATION MODEL BEING USED
PATE FOR REGENERATION OF INFILTRATION = REGEN + DECA'l
DECAY IS READ IN FOR EACH SUBCATCHMENT
REGEN = ........................................ .01000
.......
NUMBER
CONNECTION
(FT)
(FT)
(FTiFT)
L
R
N ...
(FT)
1 t 1 2 1.00 52.0 .0142 .00 .00 .013 .00
2 t 2 3 1.50 65.0 .0050 .00 .00 .013 .10
3 * 15 2 .66 40.0 .Uii1u .00 .00 .011 .00
4 f 16 3 .66 37.0 .0100 .00 .00 .011 .00
5 * 3 4 1.50 78.0 .0075 .00 .00 .013 .00
6 } 18 4 .66 36.0 .0100 .06 .00 .011 00
7 4 C
5 c. _- .6050 6 -i '.1io
8 { 5 6 2.00 76.f6 .0061 0 36 .013 A0
9 66 25. i.0 330.' .0050 1.00 0 .035 10"
to 0 6 too 1810 A50 1 so 536 .0m 1, li
I i { 11 l 0
i.30
125
, 111.-51)
, 1t;
.lilt
, 1111
• LI11
12 } lU 9 1•5 1L1. 11 .+J1 .010 .111-5
13 t 9 7 1.25 57. .0060 .5 .50 .013 .00
14 13 14 1.25 200.0 .0050 100 .00 .013 .110
15 14 12 1.25 00.0 .1000 Lt0 .vV .113 .01
16 + 12 7 1.25 6v.1 .0100 1v 110 .v16 .00
17 { 7 4 1.50 208.1 .0100 00 .00 .013 GO
I8 + 19 5 1.00 700 v100 .66 .60 .vii .00
19 4 20 5 .60 it Lr?ati i)ir ?i"6 Oii , 0
20 ll L1 1J. VV l 1.16 .vL• lllJ 1.11
21 21 22 I5.00 16
L 1 0 W"i i.11 1.v1 .V55 i.00
22 22 23 Wo 6
15.6 1111 1.11) 10 .035 1.')0
23 23 99 15.00 16.0 .0100 i.Jv 1.00 .033 i.00
TOTAL NUMBER OF BUTTERS/PIPES, 23
ASTERISK (f) DENOTES CIRCULAR P IFEL DIAMETER=.WIDTH.
DOLLAR SIGN (3) DENOTES DUMMY B UTTER, USED TO OBTAIN PRINT O UTS ONLY.

x x x x x C 11 0 0 A T _ M_ ;1 - .. 7 . i i
SUBCATCH- GUTTER WIDTH
MDT NO. OR INLET (FT)
1 101 1 55.40
2 102 2 89.60
3 103 3 81.40
4 104 4 87.40
5 105 5 137.10
106 6 38.00
' 107 6 94.40
106 8 SL IO
109 9 '33.60
10 110 10 124. l'
III 11 IL 00
12 112 12 61.00
13 113 13 87,50
14 114 14 33.00
15 115 15 31.10
16 116 16 42.80
17 117 17 101.20
i8 118 18 35AO
13 119 19 6020
20 120 20 12.50
21 121 21 96.60
22 122 22 36.40
23 123 23 62 90
AREA PERCENT
(AC) IiMFERV.
.46 14.30
.46 ,i4.oo
.4! 74.60
55 /5.00
4i 96.71
91. Jai
J 70,70
Z; 87. 70
:1.1'
,27 u 6K 10
i 1161 OG
;i 54.30
A8 87.30
.:U 6140
09 10100
.iii 1011.00
.58 69.50
.i2 IN. 00
4) NO=
.i.i 160.00
61 86.30
S2 60.90
.51 51.60
TOTAL NUMBER OF SUBCATCHMENTS..
TOTAL TRIBUTARY AREA (ACRES)....
IMPERVIOUS AREA (ACRES).........
23
7.'31
G, L4
PERVIOUS AREA (ACRES)........... 1.73
TOTAL WIDTH (FEET) .............. 1757.:0
PERCENT IMPERVIOUSNESS.......... 78.35
SL6l E
(FT/FT)
.0164
•111.3
0204
K50
,0218
.USK
3
'J l
Also
1
.0 5,
,ONO
.0100
.ONO
.OIGO
, HSO
.0050
.ONO
.0050
1141011
OG50
.0106
.0100
.0100
RE3iSTn,NCE FACTOR DEFRES. STORAK (IN)
1YIPER"Y. PERV. 111PERV. F'ERV.
.017 .350 .050 .300
.01/ .35v .050 Soo
.011 .350 .050 1300
.017 •SJO .050 30v
.017 .350 .056 .3Jb
.v1! .-50
3.::
1050
"
,i1i -i0 .050
- .310 650
,517 353 0511

,517 356 .054

. KS
W .350 0 ;15!1 ISO)
.07 .350 .050 .500
.011 .350 .050 ,300
017 .550 .050 Job
.017 . 350 .1050 JOG
.011 .350 .050 000
.017 .350 .050 .300
,011 350 .050 .300
07 .350 ,050 so
.517 .350 .050 .300
.011 .350 .050 .30)
517 553 1056 .:N
.017 .350 .050 1300

INFILTRATION DECAY RATE GAi
RATE(IN/HR) (I/SEC) 4i
MAXIMUM MINIMUM
2.00 .60 .00140
2.00 .60 .00140
2.00 .60 .00140
2.0(1 .60 .001401
too .60 .100140
00 .60 .00140
,1111 ,60 X14
100 .Gil .00149
LOG .60 CC 1 n'!
1GO .60 .00140
too .60 .00140
2.00 .60 .01140
2.00 .60 .00140
2.00 .60 .00140
too .60 .00140
2 00 .60 .00140
2.00 .60 .00140
1.00 .60 .00140
L 00 .60 .00140
2,00 .60 .00140
1 00 .60 .00140
o .60 .00140
100 .60 .00140
t + * * * ARRANGEMENT OF SUBCATCHMENTS AND 'G'UTTERS/PIPE * { * ;: +
OR PIPE
1 i01
2 1 15 lut
15 11J
10 ,1?
lG ;U.i
13 ile
4 3 18 7 ii f
J 4 1) LO lUJ
6 5 3 ii6 ;u7
8 108
11 ill
10 ii i10
9 10 109
13 113
14 13 114
12 14 12
7 9 12
19
20 1: 0
17 i17
21 17 121
22 21 22
23 22 i2
INLET TRIBUTARY GUTTERS AND/OR PIPES TRIBUTARY SUBAREAS
99 6 23
HYDROGRAPHS WILL BE STORED FOR THE FOLLOWING I INLETS
99
$ 4 $ QUALITY SIMULATION 5 3 $
GENERAL QUALITY CONTROL CARDS
DESCRIPTION VARIABLE VALUE
----------- -------- -----
NUMBER OF QUALIT1 TuENIS..... Jua .....,,.
NUMBER OF LAND u„E:,..,,,........... _ ill ...,...
I A N D M R-U L• A I
EROSION IS NOT SI 16Ln E.,...
DRY DAYS PRIOR TO JT"7
DUST AND DIRT
.... r'tr r D LL U
STREET SWEEPING EFFi4iE'iCi..... - .
.. . LIi
+? * LAND USE DATA t t }
t + CARD GROUP JL
FUNCTIONAL LI1,1I1ING CLEANING AVAILABIL- DAYS SINCE
BUILDUP DEPENDENCE BUILDUP BUILDUP BUILDUP INTERVAL ITY FACTOR LAST
LAND EQUATION OF BUILDUP QUANTITY POWER COEFF, (DAYS) FRACTION SWEEPING
USE METHOD TYPE PARAMETER OACGUT
---------- ---------- ---------- ---------- ---------- DDLIM
---------- - DDPOW DDFACT / CLFR'EQ
--------- ---------- ---------- AVSWP
---------- - DSLCL
---------
-f OMMERCE
0 POWER AREA i i.OuOE+vi 1.000 3.300 7.000 .500 5,000
LINEAR
i i 4 i,uira I i i Ucl I DA T Iy + 4 r
* * * CmRD GROUP ,i,
SUS.SOL
-------- NH3 - II
-------- T-P04-r"
-------- BDDS
-------- COO
--------
ONSTITUENT UNITS........ MG/L MG/L MG/L MG/L MG/L
YPE OF UNITS............ i%

YFE uF nUILDUF :MLi=..... _nC .'LilYCnh: a -r 'i?dCP-Lil1tHR uWEii-LINEr F. FuWEF-L:';EhF:

'tC iJ hG11Utf lHL.?.....
fLnC:-. L 51'viYCiYI iFL
a. i;11rU .?r'.YC :YU uL
fUAC?: ?nf ?.YCIVI IML
i LOU. tnf t) tlYl lhC_ .
f•' Wtr•. cnt uw[iYi iML
H::GUT ................... i i 1 1
GEFPN'DENr E a 'UILDUP.... REA NOT PELuir.ED HREA N'REA AREA
`i1KUF.. ..... it
j
LINKAGE TO aNUnMELT.. .ui ?:EOUIr:ED iiui cu +i;T a.cuLiKcU 140T kcCU1RED NOT REFiUI ED
FI?3T BUILDUP F`AR'AMETER.. IjVV0 G. lviivv.iOV iVOOV0.i7Vv I0000v. iii0
aE uND BUILDUP PARAMETER. i.vvv i.vv0 1.000 i.Go0
'HI RD BUILDUP PARAMETER.
I
'?
.;' + ?.
Vu 4 , i )vV

J
FOURTH BUILDUP PARAMETER. .000 vvv .000 .000 .000
^i%TH BUILDUP rARAMETER.. VV vvv 000
EXPONENT FOR WASHOFF..... 1 .30u of+J i.D•1+% i. ?Gii i.500
COEFFICIENT FOR WASHOFF.. av.uv0 <iJ.vvv w vv aO.vOV 3v.vv+i
ilI CATCHBASIiJ Cu1r'C.. i.Jtiv ?v0 110. 310.v0;
PRECIPITATION COl........ 16.G00 1 L V 1.ivV .000 6x.000
STREET SWEEPING EFF...... 350 100 25v .350 .300
TuT COLT
-------- METAL'S'
--------
CONSTITUENT UNITS........ MF'N/L MG/L
TYPE OF UNITS............ 1 i;
KALE ..................... 0 1
TYPE Df BUILDUP' CALL..... FRACT-GN BUILDUP POWER-LINEAR
KWASH .................... 1 u
TYPE OF WASHOFF CALL..... RATION CURVE NO UL POWER EXPONENTIAL
KACGUT ................... 1 1
DEPENDENCE OF BUILDUP.... AREA NOT REQUIRED
INKUP ................... 0 u
INKAGE TO SNOWMELT...... NOT REQUIRED NOT REQUIRED
IRST BUILDUP PARAMETER.. 13000000.000 1000.000
SECOND BUILDUP PARAMETER. 38000000.000 1.000
THIRD BUILDUP PARAMETER.. 17000000.000 .112
FOURTH BUILDUP PARAMETER. 10000000.000 .000
FIFTH BUILDUP PARAMETER.. .000 .000
EXPONENT FOR WASHOFF..... 1.500 1.500
COEFFICIENT FOR WASHOFF.. 101000 30.000
INITIAL CATCHBASIN CONC.. iv00000.000 165.000
PRECIPITATION CONC....... .000 .050
STREET SWEEPING EFF...... .350 .4=u
t + + FRHCTIOt+S FuK CUNiR owiuda rF, t U c.A 1.uNaTiTUc-NTS * * i
t f # i.Artu urtulit ,iy it t r
LAND
NO. USAGE
101 COMMERCE
102 COMMERCE
103 COMMERCE
104 COMMEA'1.E
105 COMMERCE
106 COMMERCE
107 COMMERCE
108 COMMERCE
109 COMMERCE
110 COMMERCE
111 COMMERCE
112 COMMERCE
113 COMMERCE
114 COMMERCE
115 COMMERCE
116 COMMERCE
117 COMMERCE
118 COMMERCE
119 COMMERCE
120 COMMERCE
121 COMMERCE
122 COMMERCE
123 COMMERCE
LAND
USE
NO.
TOTALS
TOTAL VOLUME
GUTTER GF
L, 2- GnI.H-
10*+2r dA?ir
-------- --------
+V
10.
1G. vil
IG.i1i!
1G.1%l;iQ 16.0i)
;u 16. u0
1G.Uv
.u0 16.00
3u 16.00
.u . 0 16.00
0 16.00
)i) 16.00
00 16.00
.u0 16.00
00 16.00
.u0 16.00
.00 16.00
.u0 16.00
.00 16.00
.u0 16.0101
.OU 368.00
INITIAL INITIAL INITIAL INITIAL INITIAL INITIAL INITIAL
LOADING LGADING LGADINIG LOADIIU LuinDiiiG LGAGING LGADING
OF Uf Uf Uf Uf Uf Uf
JUJ. GUL
------- Nn,i - N
------- i-r UY-f
------- GUU.i
------- LOD
------- 1 1 11UL1
------- 1`IE IHI i
-------

..t J, .1•i ?i 'Y. .j .lc

.17 ;A .11 iG ?3. G_
,iiy i17 ic.GJ U,i
.1 V VV 1 7 J
, . 17
QJ J.d3 .i)1
I2 l1U o t 1a 26.27 .u7
14 uu u1) .Oa 21) 29. l9 .0a
.CIO UV .UU .05 .1, 1O. 54 .04
.14 r r) .108 21 ,0.16 0a
.13 .0u uu u8 .19 27.24 .07
.14 0u 1v .03 120 29.19 .08
.04 0u .00 QL 06 8.1 .02
.05 .00 .00 .03 07 9.73 .03
.27 00 .00 .16 .39 56.43 .15
06 00 .00 .03 .u8 11.68 .03
.19 .00 .00 .11 .27 38.`32 .10
.01 .00 .00 .u1 .u2 2.92 .01
28 Gv .00 .17 .42 59,x5 .15
.29 100 0u .17 .42 60.32 .16
.24 uu .00 .14 .35 49.62 .13
t * * 4nrtU IJFUUr 1711
TOTAL NUMBER OF PRINTED GUTTERSITNLETS...NPRHT.. I
NUMBER OF TIME STEPS BETWEEN PRI"IINGS..INTER'J.. 3
STARTING AND STOPPING PRINTOUT I;ATES...I........
f + + i:ARd iIRCur 1112 + ..
GUTTER INLET PRiirT CAF.. IS...... ii
MESSAGE Fh'Cii SUBROUTINE HYDRO... nE PLOITi G iirTc (inL F, Dr,UuTl 4E rn JF, 113.. 1 TIME STEPS
fff++ GUT. N0., ORDER OF INruI = 7 1-rl T 1 N E _
*ffff GUT. NO., ORDER uF INPUT = d SURCHARuED. TIME =
+ffff GUT. NO., O R DER OF INPUT = 7 SuR;r;nkacu. i iiic =
f++++ GUT. NO. r ORDER OF iiruT = 3 a? .t_- I h F.uEi. i iiiE _
*ffff GUT. NO., ORDER OF INPUT = ; SURCHARGED. TIME =
*ffff GUT. NO., ORDER OF INPUT = 3 Sur CHARGED. TIME =
ffff+ GUT. NO., ORDER OF INPUT = 7 SURCHARGED. TIME =
*ffff GUT. NO. ORDER' OF INPUT = 3 SURC:nARGED. TIME =
CAUTION! ATTEM?T TO GIVE NEGATIVE FLOW DEPTH IN GUTTER.
GUT. NO., ORDER OF INPUT = 14 TIKE = 46L:C-0. IvEPTH =
CAUTION! ATTEMPT TO GIVE NEGATIVE FLOW x UEF'In IN GUTTER.
GUT. NO., ORDER, OF INPUT = 15 TIME = 46200. 5DEF'I =
CAUTION! ATTEMPT TO GIVE NEGATIVE FLOW DL In it uUiTE'r,'.
GUT, NO., ORDER OF INPUT = 12 TIME = 46200. GDEPTH =
CAUTION! ATTEMPT TO GIVE NEGATIVE FLOW DEPTH IN 3UTTER.
GUT. NO., ORDER OF INPUT = 17 TIME = 46200. GDEFI =
CAUTION! ATTEMPT TO GIVE NEGATIVE FLOW t DEPTH IN GUTTER.
GUT. NO. ORDER OF INPUT = 7 TIME = 6" 6;'00. uDEPTH =
ffff GO NO. ORDER OF INPUT = 3 SuFCHARGED. TIME =
CAUTION! ATTE4T TO GIVE NEGATIVE FLOW uEF1H IN GUTTER.
EM3UT. NO., ORDER OF INPUT = 11 TIME = 47400. GULF In
=
CAUTION! ATTEMPT TO GIVE NEGATIVE FLU"' a D_Lr:n IN MUTTER.
GUT. NO., ORDER OF INPUT = 5 TIME = 474110. uDCPTn =
CAUTION! ATTEMPT TO GIVE NEGATIVE FLOW k DEPTH IN uuTTER.
GUT. NO., ORDER OF INPUT = 8 TIME = 40000. GDEPTH =
CAUTION! ATTEMPT TO GIVE NEGATIVE FLEW , DEFTn IN -]UTTER.
GUT. NO., ORDER OF INPUT = 3 TiiE = r92usi. auErin =
CAUTION! ATTEMPT TO GIVE NEGAT i'YEFLU+i u' Er TH iii uu7TCCR.
GUT, NO., ORDER OF INPUT = 8 IiME = 51600. oucrin =
5 vuLuiic = iJCTI» :J. FT., FCLL FLOW =.II E+(?IL CFS
»» VULbrit = i c+,q L. r
i., FULL rLGW =.i'"c+02 IFS
YtiC'd ruLufit = roc+i) J, r ., r-ULL FLjW =.1ic_+lj2 CFS
ULUI'It = .J1CTU4 i:U• f I, FULL FLOW -.liCT02) C F S
.45Er)J 'VOLUME = .40E+o4 CU. FT.., FULL FLOW =,11E+02 CFS
.45E7V.1 VOLUME = .44E+04 CU. FT., FULL FLOW =.19E+02 CFS
46E+:i5 VOLUiiE = 93E+03 CU. FT., FULL FLOW =.17E+02 CFS
46E-:-j VOLUME = 49E+1114 CL'. FT , FULL FLOW =.19E+02 CFS
AS ;cFAULI USE ZERO. CONTINUiT`f ERROR = 1.38 CU. FT.
r L 0
J = `2 DIN = .19
AS
GEFAULT, USC ZERO. CONTINUITY ERROR = 2.33 CU. FT.
1. FLOWO = 1.07 DIN = 46
AS ZJEFAULI, USE ZERO. CONTINUITY ERROR = 2.05 CU. FT.
FLOWO = .96 DIN = .38
A6 icFAULT, USE icr.'G. CuidTi1 U 1 ci ROR = 53.75 CU. FT.
FLOWO = 3.81 DIN = 1.58
A6 u_Er_ I, USE ERu. GUNI NUi1Y ERROR = 7143.35 CU. FT.
2.Ci FLOWO = 17.20 DIN = 3.75
.46c+i) VOLUME = 43E +04 CU. FT,, FULL FLOW =.19E+02 CFS
AS acFAuLT, USE iE-,u. CGii UiT'i ERROR = 6.o9 CU. FT.
j4 f LUNU = 111 Mid = . iV
Acl !Crm. UL I, USE LCMU. GJNTINUiI ERROR = 8.45 CU. FT.
I .:o FL UWV = i.. J 111V = I.01
nS i-cfAULi, USE 16,0. CONTINUITY ERROR = 45.44 CU. FT.
LuWO = .)120 lli d = i. 119
M? utf hIl1L 1, JJt -ERO. CUNT1NU1TP tKR,OR = io .11 LU. 1'T.
I . L. rLUwo = 4.03 9114 = 11 .6;
ha Cf nUL I i 1-10L ?ER.u. UUnNTiirui i i cRm = 46. 07 L. FT.
FLUWU - c. aU '1 IN - 1. ii{
END OF TIME STEP DO-LOOP IN RUNOFF.
FINAL DATE (MO/DAY/YEAR) = 3/ 4/84
FINAL JULIAN DATE = 32
FINAL TIME OF DAY = 23.8333 HOURS.
FINAL RUNNING TIME = .8580000E+05 SECONDS.
TOTAL NUMBER OF TIME STEPS = 143
10.000 I---------i---------i---------i--------- ---------i --------- i --------- i --------- I --------- I --------- I
I
I
I
I
I
I
8.000 -
6.000 -
I
I
RAINFALL I
IN
IN / HR
I **
I **
I x+
4.000 - +*
I **
I ++
I if
I if
I +?
I t+
I if
I if
I tt
2.000 - {t
I if
I tt
I tt
I ?+
I tttt
I = t
I +t
I tt++ ttt
I tttttttttttttttt tt+tttttttttt+ttt
.000 tttttt+tttt -------- I--------- I--------- I---------Ittttttttttttt------ I-
.0 4.0 8.0 11.0 16.0 20.0 24.0 1B.0
TIME IN HOURS
RAINFALL HYETO6RAFH INLETS
HYEiOGRAPH FOR' it.Aii? u'GE NUMBER i
------ I--------- I------
32.0 36.0
0
I
I
I
I
i
I
i
I
I
I
i
T
I
I
I
I
i
I
I
I
i
I
I
I
I
I
I
i
I
i
I
--I
40.0
40.000 I--------- I--------- I--------- 1--------- I--------- i--------- i--------- I--------- I--------- I--------- I
1
I
I
I
I
I
I
32.000 -
RUNOFF
IN
C F S
i
24,000 - t
j t+
j f f
I ++
16.000 - t
j tt
j rr
j 4
I x x
j x
j t
I
8.000 -
j
j x t
j f 3
j + t
I
j t ff
j ff t
I tttt tfttt
j ttttff}}}}}tf}}}ftft ttttttfftff}tftfttffft
.000 tttttt----I--------- I--------- I---------j--------- I--------- I---
.0 4.0 8.0 12.0 16.0 20.0 24.0
TIME IN HOURS
INLET HYDR06RAPH
INLETS
THE HYDROUGRAPH jS THE SUM OF THE FLOW IN ALL INLETS

--I---------I---------I---------I
28.0 32.0 36.0 40.0
0
1.000 I --------- I --------- I --------- I --------- I --------- I --------- I --------- I --------- I --------- I --------- I
I
I
I
I
I
I
.800 -
INFIL-
TRATION
IN/ HR
.6U11 - #4rikiiz?
I x
I
(
( # f
( t r
I + ?
.400 - +*
I
t
I +?
I # ?
I ?t
I +
I tt
I
.200 -t
I ff tf
I t?* :tt
I off f?f
1 fttfi rf?ti
( f?{tttt iff:r+i
( ?t*t tit
I+
If
.000 ?t--------I---------I---------i---------i---------I---------I-
.0 4.0 8.0 12.0 16.0 20.0 24.0
TIME IN HOURS
INFILTRATION VERSUS TIME
INLETS
THE INFILTRATION PLOT IS THE ACTUAL INFILTRATION OVER THE PERVIOUS AREA ONLY
I
I
I
I
I
I
(
I
i
(
I
(
(
i
(
I
I
I
I
I
I
I
28.0 32.0 36.0 40.0
0
t,uot,, rccl lulnL. vna1,P1
TOTAL PRECIPITATION (RAIN PLUS SNOW) 1.894505E+05 6.548
TOTAL INFILTRATION 2.832970-E+04 ':7f
TOTAL EVAPORATION 21 .3i<<40,c- ' u37
-GTAL GUTTER/PllPE;SUBCAT FLCw m -i INLETS i.71I88D-
r "J ,,`
5.'i
TuT;I WATER REMAINING its iul iE^
-P:'
:I

4.»i»oc? -..

i5
TGTML WATER* REMAININ13 Iii Gut -
L IRAT ION OVER HE FEiR VIOUJ
INFILTRATION + EVAPORATION +
SNOW REMOVAL + INLET FLOW
WATER REMAINING IN GUTTER FirES
WATER REMAINING IN SURFACE STORnQ-E +
WATER REMAININGi IN 3NOW CG'iER........, 4,:433,:)E?%G '.i
THE ERROR IN CONTINUITY IS CALCULATED AS
##ff#####f######fff#ff#ffff###ffffff#ff
# PRECIPITATION + INITIAL SNOW Cu"YER f
{ - INFILTRATION - }
#EVAPORATION - SNOW REMOVAL - f
*INLET FLOW - WATER IN GUTTER/FIFES - #
{WATER IN SURFACE STORAGE - {
{WATER REMAINING IN SNOW COVER
f-------------------------------------*
# PRECIPITATION + INITIAL SNOW COVER
ERROR .............................. -7.057 PERCENT

# RUNOFF QUALiTi SUMMARY PAGE
ANDvMASS ?RATES ARE QUANTITY/SEC $
t IF NDIM = 2 LOADS ARE IN UNITS OF CONCENTRATION {
+ TINES VOLUME AND i1A03 r,AIES rinVE uNI10
OF CONCENTRATION TIMES YULJMC/ SECOND {
#'t##t?r?tt?r#?Ff?F4?fit?iif;t?tfff?4+iF?*it?i?FiriF?#?F?F?i?F?#Txi,!t?r
SUS.SOL NH3 - rJ T-r'04-r' BOD5 COD TOT :OLI METALS
MG/L 1,1131 MGiL iiGiL i`iuiL MPNiL NG/L
-------- -------- -------- -------- -------- -------- --------
1 N - 'J T S
INITIAL SURFACE LOADS.......
TOTAL SURFACE BUILDUP
1NIIIHL CATCH6ASItI LOADS....
4. TOTAL CATCHBASIN LOADS......
5. TOTAL CATCHBASIN AND
SURFACE BUILDUP (2+4).......
REMAINING LOADS
---------------
6. LOAD REMAINING ON SURFACE...
7. REMAINING IN CATCHBASINS....
8. REMAINING IN GUTTER/PIPES...
REMOVALS
9. 'STREET SWEEPING REMOVAL.....
10. NET SURFACE BUILDUP (2-9) ...
11. SURFACE WASHOFF .............
12. CATCHBASIN WASHOFF..........
13. TOTAL WASHOFF (11+12).......
M4. INSOLUBLE WASHOFF...........
15. PRECIPITATION ...............
16. TOTAL SUBCAT LOAD(13+14+15).
17. TOTAL LOAD TO INLETS........
18. FLOW WT'D AVE.CONCENTRATION
(INLET LOAD/TOTAL FLOW).....
PERCENTAGES
19. STREET SWEEPING (9/2).......
20. SURFACE WASHOFF (11/2)......
21. NET SURFACE WASHOFF(li/10)..
22. WASHOFF/SUBCAT LOAD(11/16)..
23. SURFACE WASHOFF/INLET LOAD
(11/17) .....................
24. CATCHBASIN WASHOFF/
SUBCATCHMENT LOAD (12/16)...
25. CATCHBASIN WASHOFF/
INLET LOAD (12/17)..........
26. INSOLUBLE FRACTION/
SUBCATCHMENT LOAD (14/16)...
27. INSOLUBLE FRACTION/
INLET LOAD (14/17)..........
;--28. PRECIPITATION/
SUBCATCHMENT LOAD (15/16)...
?9. PRECIPITATION/
INLET LOAD (15/17)..........
30. INLET LOAD SUMMATION ERROR
(17-16)/16 ..................
6.I, iC Tom .J TIC TIIII
y. J]CTUV a. J:C-ilc
4. J3C trill a. ,iVC V:
. cT i
o.o!E-1V O.I UET010
0.OCiE+Oi} 0.00E+00
3.70E-02 4.99E-02
0.00E+00 0.00E+00
8.13E+00 0.00E+00
8.13E+00 9.50E+00
4.61E+00 2.30E-02
1.27E+01 9.52E+00
0.00E+00 0.00E+00
6.17E+00 1.58E-01
1.89E+01 9.68E+06
2.01E+01 1.11E+01
1.89E+00 1.04E+00
i1U0 .000
100.000 .000
100.000 .000
43.001 98.129
40.347 85.297
24.371 .238
22.866 .207
.000 .000
.000 .000
JL. 646 1. 653
30.613 1.420
6.580 i5.040
i , y7c-v2
Y. J7C !J
5.20E-1
0.00E+0v
?. JJG -'JO
0.00E+00
7.97E-02
2.97E-02
4.61E-03
8.43E-02
6.37E-01
Y. )4E-UI
1.15E+00
i.2LE+00
1.14E-01
Vvi,
200.000
i00.000
6.956
6.526
.402
.377
55.631
52.193
it .U11
34.724
6.586
JCtI,;; L. l•C+il
ti.vC+iJ (i 1.2:2 E tli
Jac' u.. 12 E ;j
:. JJc 12C Tilt)
.3IC VI .. i_70i
1.26E-07 0.14E-V!
C VVCT VV U.VVCT VV
5.32E-66 1.50E-01
0.OOE+(1 i O.OViE+00
4.78E+00 1.20E+01
4.78E+00 1.20E+01
2.53E+00 7.14E+00
1.32E+00 1.91E+01
6.37E-01 0.00E+00
0.00E+00 2.51E+01
1.95E+00 4.42E+01
0.28E+00 4.78E+01
7.76E-011 4.46E+00
.Vov .000
100.000 100.000
100.000 100.000
60.125 27.075
57.726 24.'390
31.861 16.173
30.530 14.928
8.014 .000
7.694 .000
.000 56.751
.000 52.381
4.155 8.344
.IJCT1
/.lJCTIi
r
1. :iHET1l
1.IJETli
. 75CT 11
J.UOt v.
0.00E+00
7.75E+17
1.41E+06
1.64E+10
1.05E+10
0.00E+00
0.00E+00
1.05E+10
1.16E+10
..40E+03
.000
.000
.000
.014
.012
3'j. 286
89.801
.000
.000
.000
.000
11.342
It.ItthCTVU
4.46E+00
o./'iE+VU
3.79E+00
0.25E+00
2.11E-v1
U. UUCrllil
1.23E-04
0.00E+00
4.46E+00
4.46E+00
3.80E+00
8.26E+00
0.00E+00
1.33E-02
8.28E+00
B. 113E+00
3.18E-01
. 000
i00.000
100.000
53.881
51.113
35.687
43.530
.000
.000
.233
L2i
5.415
WRIGHTS80RO PLAZA, NEW HANOvCER COUNTY, NORTH -AKaLilNA
IIC\ITIICC rII: 7kfr-6.112`_ -.Il: _ 71__
JDI717HR I Uf UUMI1l 1 I 1 MNU UUML! 1 1 FL JUL I J n l LUt-M I i'JI/ J J
INFLOW IN CFS. VALUES ARE litiaTANTHNEGUS AT 1-14DIC+TED TiFiE :Ji«.
DATE TIME FLOW SUS. SO, 14ii3 - N T-FG4-f 06DS COG TOT CGL i METALS
MO /DA/YR HR: MIN CF 'a M61L MG/L i7ir L 1* bi t_ fiuiL `PNi L 'i0/L
Ji 4/84 1 .0 Utz 10G. 3 5 4 J. i1J ". D'/7
J1 4134 1 JU. i 1 J. UGL J4': JV GC' I.j J dc. l 31317
4/ t'i4 CSC+0
4/DY t JU.t7 YJD -O.GIu 1 . t'tJ iY _ r
ll Dl`.:Gi ]YC+VJ i00
u
4/ 3Y ) 0 ?/ D LbJ JJ•7 1. / / V Q. 114E
Y! 1CwLTVJ J. i7D
3! 4/84 3 30.0 472 :%:35Y .51D I . '?. o3 : 12c+05 310.782
J `?i34134 Y .)) .JL7 i'?. Jbi I.4 b/ .i?JJ O.JL
4/
34 4 30.0 .540 31!7. 04b 1.4/J . DUU 1 .141 i'J. V':1 :iJ 7C+3114 G. t t
x
4/34 4 60 ,U 57 i 049 !.44J 411 J.56d 15.'9) 9t
L +U;
5..745
3% 4134 5 30,0 .603 4.86'3 31.439 293 4.22731 12.365 .169 +04 3.644
3/ 4/84 5 60.0 .657 .404 1.410 Lu 3.19b 5.975 .121E+04 2.921
3/ 4/34 b 30.u .bb6 <.JB_ ! i.?1V IYG 35u 7,'91 albs+U; ,.165
3) 4/34 b 130.0 .721 1.729 i.i91 .107 i. 712 6.4o9 .627'+03 1.597
4/34 ' J0.77 .184 1.187 1.Q6 not 1JO J. 319 441t+(IJ 1.1J1
Ji 4/34 / 60. f) .046 . 771 1. Job . 0,64
.OJ3
4. '00
-0 'E+03
ODt
3 4/3
4 8 310.
0 .'3112 .515 1.327 .31315 531:1 3.7iL ii
i c+03 .540
J/ ]
1
T/84 3 (
60.0 .976 ./UJ 1.7"0 {
.04 .JIJ J. Lt% _
C+03 •JJt
4184 9 30.0 1.0136 640 1.281 043 .234 2.87b 237E+31)2 .222
J/ 4/34 10 .0 1.18/ bCJ t.140 .7_Yi .1J( bJi
` .40YCT0 2 .iJl
' i
J. 4/34 10 30.0 31.47; `-.
JOE
1.LU0
U 4U
Ul
u -
1
.4131 -- -

iJIC+UL 70

.U
331` 4/34 11 o 1.921 .571 1.1517 .039 .0331 :.37'0 1i'9t+C .033
4/84 11 JU.U L.5J9 JG( 1.V00 VJ7 .011 L.JLY .400 vi V 1L
J/ 4/84 12 .0 4.015 Jbo .77E .JJ7 .7n./1 1. JUc .1, vcTVt VU?
,,]! 4/34 Ii 30.0 J1. 21/ .418 SJI .UJ3 VVV 1.945 .YJ1t+00 .001
4/84 13 .0 11.801 1.589 .044 ;031 03170 0.45 110E+0i .005
3r' 4/84 13 30,0 3.283 0311 1.0bo .042 .0031 2.Y82 .1 VC+00 313102
3/ 4/84 14 .0 210 .567 i.032 .0s3 .000 Z.3o2 .129E+00 .002
3/ 4/84 14 30.0 1.b12 .565 i. 152 .039 .000 2.232 .3110E+00 .002
3/ 4/84 15 .0 1.533 .565 1.189 .039 .000 2.291 .103E+00 .002
3/ 4/84 15 30.0 1.260 .565 1.222 .039 .000 2.297 .564E-01 002
3/ 4/84 16 .0 1.142 .5b5 t.25/ .035 .000 2.297 .897E-Oi .002
3/ 4/84 16 30.0 .961 .565 1.291 .039 .000 2.2'91 .839E-01 1002
3/ 4/84 17 .0 .935 .565 t.312 .039 .000 2.297 .801E-01 .002
3/ 4/84 17 30.0 .849 .565 1.331 1039 ,000 2.291 .710E-01 .002
3/ 4/84 18 .0 .804 .565 1.350 .039 .000 2.297 .750E-01 .002
3/ 4/84 18 30.0 .730 .560 1.372 .039 .000 2.297 .720E-01 .002
3/ 4184 19 .0 .677 1566 1.395 .033 .000 2.298 .691E-01 .002
3/ 4/84 19 30.0 .663 .566 1.404 .039 .000 2.298 .680E-01 .002
3/ 4/84 19 60.0 .613 .566 1.423 .039 .000 2.298 .658E-01 .002
3/ 4/84 20 30.0 .601 .566 1.432 .033 .000 2.290 .648E-01 .002
3/ 4/84 20 60.0 .551 .566 1.453 .039 .000 2.2'38 .624E-01 .002
3/ 4/84 21 30.0 .539 .566 1.463 1039 .000 2.298 .613E-01 .002
3/ 4/84 21 60.0 .490 .566 1.486 .039 .000 2.293 .589E-01 .002
3/ 4/84 22 30.0 .477 .566 1.499 .03'9 .000 2.298 .577E-01 .002
3/ 4/84 22 60.0 .477 .566 1.501 .039 .000 2.298 .575E-01 .002
3/ 4/84 23 30.0 .428 .566 1.526 .039 .000 2.298 .551E-01 .002
FLOW WT'D MEANS 1.995 1.687 1.042 .114 .776 4.479 .240E+04 ,818
FLOW WT'D STD-DEVS 67.919 3.545 .458 .467 4.715 11.6;:31 .213E+05 5.614
TOTAL LOADS 171188.100 0.161 ii. 139 1. «< 0.2o5 47.567 iibE+ll 8.737
CUB-FT LBS LBS LBS LBS Lbb- T1iT OUAN LBS
+ + { f * RUNOFF SIMULATION ENDED NORMALLY * + * + w
STORAGE BLOCK CALLED.

WRIGHTSBORO PLAZA, NEW HANOVER COUNT- NORTH CARULijwA
VENTURE ENGINEERING, INC.- 5CS TYPE ii i0 YEAR., 24 'HOUR :3TURIN crcNl
WRIGHTSBORO PLAZA, Nc-M HANG 't- i-061477 'vurTH CAROL ,A
VENTURE ENGINEER N13, . i:. 6la T frc ii IU (c HK, 44 HOUR ;i ORd c'VENT
WRTGHTSEGRO FLAZA, iEi' -MIOVEr _U-ui+i i. NU-r-,-IM _Ar,?Lir+
1ENTUIRE ENi INE Riltib irc -Li : YEAR 24 nGoR aIC C E ;
INPUT DATA-3ET OUTFALL: AT THE ruLLOWING ELEhENT
99
INPUT DATA SOURCE FRUNurF LOCK
EXTERNAL ELEMENT NUMBER. 39
NUMBER OF TIME STEPS 143
TIME STEP SIZE,SECONDS 600.0
NUMBER OF S/T UNITS
COST MODEL USED? WO
STARTING DATE 3/ 4/84
STARTING TIME ii .00
INPUT/OUTPUT UNITS U.S. CUSTOMARY
TRIBUTARY AREA,ACRES 8.0
FLOW CONVERSION FACTOR .10000EQ 1
NUMBER OF POLLUTANTS 3
POLLUTANT 1 SUS.SOL
UNITS MG/L
PART. SIZE/VEL. USED?: No
POLLUTANT 2 TOT COLI
UNITS MPN/L
PART. SIZE/VEL. USED'?: NO
POLLUTANT 3 METALS
UNITS MG/L
PART. SIZE/VEL. USED?: NO
MONTHLY EVAPORATION RATES, IN/DAY
JAN FEB MAR APR MAY JUNE JULY AUG SEPT OCT NOV DEC
.100 .100 .150 .250 .300 .600 .600 .700 .600 .400 1100 .100
UNIT CHARACTERISTICS
UNIT 4 1 1-HAR:A;IE,?'iS i
GENERAL J.VIT DESK, :.
ii?f'Ic '?I YIJJLLcnALL ,
T`rF'E ur Viii vLILNiiu,l
NAX. ALLOwALLE INFLUW,C:ro: .Ivvv E-V
FLOW DIRECTIONS:
BYPASS TO 6NI7 4
TREATED iJJTrLu TG J"IT
RESIDUALS TO ,;NIT 4
NOTE: UNIT 100 IS THE NEXT BLOCK AND UNIT 66 IS uLTIi9ATE DISPOSAL
POLLUTANT REMOVAL MECHANISM:
POLLUTANT
REMOVAL MECHANISM
MAX. REMOVAL FRAC.
VARIABLE TYPES
COEFFICIENT 'VALUES
SUS.SOL
REMOVAL EQUATION
1.0000
0 0 1 0 0 0 0 0 0 0
,0000E+00 ,0000E+00 -.3028E-03 .0000E+00 .0000E+00 .0000E+00 .0000E+00 .0000E+00
.0000E+00 .0000E+00 .0000E+00 .6500E+00 -.6500E+00 .0000E+00 .0000E+00 .1000E+01
POLLUTANT ; TOT COLI
REMOVAL MECHANISM REMOVAL EQUATION
MAX. REMOVAL FRAC. 1.0000
VARIABLE TYPES 0 v 1 0 0 0 0 0 0 0 0
COEFFICIENT YALUCS jO()0E+00 ,0000E+00 -.2000E-02 ,0000E+00 ,0000c+00 .0000E+00 .0000E+00 .0000E+00
.0000 E+00 .0000E+00 .0 0, V0E-r0O .0000E+00 -.8000E+00 .0000E+00 .0000E+00 .1000E+01
POLLUTANT METALS
REMOVAL MECHANISM REMOVAL EQUi
MAX. REMOVAL _RAC. 1.0000
VARIABLE TYPES 6 0
COEFFICIENT f'ALUES : .6066E+00
4TION
1 0 0 0 0 0 0 0 0
. 6000E+Oi) -,3023E-03 .0066E+00 O jG jc-+VU .0000E+00 C')000E+0) , OOOOE+00
.0000E+66 .0060E+00 .451111E+00 -.4500c+00 .0000E+00 .0000E+00 .1000E+01
DETENTION UNIT CHARACTERISTIC3:
POLLUTANT ROUTING METHOD : PLUG FLOW
RESIDUALS DRAW-OFF SCHEME: NEVER DRAWN OFF
DEPTH-AREA-STORAGE-FLOW RELATIONSHIPS
DEPTH,FT SURFACE AREA,SQ FT STORAGE,CU FT TREATED OUTFLOW,CFS RESIDUAL FLOW,CFS
.0000E+00 .5800E+03 .0000E+00 .0000E+00 .0000E+00
.2000E+00 .3290E+03 .1503E+03 .0000E+00 .0000E+00
.4000E+00 .1218E+04 .3716E+03 .0000E+00 .0000E+00
.6000E+00 .1627E+04 ,6621E+03 .0000E+00 ,0000E+00
.2000E+00 .1376E+04 .1022E+04 .0000E+00 .0000E+00
.1000E+01 .2325E+04 .1453E+04 .0000E+00 .0000E+00
.1200E+01 .2798E+04 .1965E+04 ,7000E+00 .0000E+00
.1400E+01 .3271E+04 .2572E+04 .2120E+01 .0000E+40
.1600E+01 .3144E+04 ,3273E+04 .3900E+01 .0000E+00
.1800E+01 .4217E+04 .4069E+04 .6020E+01 .0000E+00
.2000E+01 .40.70E+04
.4360E+04
.2400E+01
.0000E+00
SLUDGE GENERATION:
POLLuiA J DETE RMINING SLUDGE GENERATiuN SUS,SOL
CONCENTRATION IN SLUDGE, MG 'L
tlllvUc+Ub
t4AX I MUM SLUDGE DEF' I FT .:6i 0E+ii0
INITIAL CONDITIONS:
VOLUME,.u FT yi00ETJ:
POLLUTANT CONCENTRATIONS
SUS.SOL, NGrl 1000E*00
TOT ALI, MFN/L .0000E*00
METALS , I'll G;L .0000x'+66
GENERAL UNIT DESCRIPTION:
NAME 1iRASScD aiwALE 2-
TYPE OF JNIT LETENTION
MAX. ALLUWAe?c INFLOW,Cr3: .1V^00E+9;i
FLOW DIRECTIONS'IrEMTL:U UUlr?,e iU uiili e
REalDiinL3 iV Al l i
NOTE: UNIT i:j IS TAE IlrA BLOCS AND UNIT 60 IS ULTIi1ATE GISF'OSAL
POLLUTANT REMOVAL MECHANISM:
PO_?LLUTntiT S'u uL
OVAL MECHh_N1311 R.CC il,") IL [I,UI
'El
MAX. REMOVAL rFAU. i.v0u0
VARIABLE T`iFE: a ij
.r,-r__?.r?1.T _ _. - ..
Lutrtli.IEN :nLUES cly:j?+ii,i
vlp QC.+tj i)
aTIUN
)i i 000V:E+06 ,'J0t:)6t+00 .0000E+60 ,0000E+00 ,0HOE+00
jilv,'c+iiv . ajI' ' +),l -. bJUuc+ijfj jihj0E+ )ij .0000E+00 i J+i0E+v 1
POLLUTANT : TOT COL:
REMOVAL ilc;nA?iI0M .:LI'lUdm EiTUATiuil
MAX. REMOVAL -RAC. 1.0000
VARIABLE TYFE v 0 1 ii ii
„ r , i `il , '
COEFFICIENT ;' ?LUES v. 0' : E + i j :i l vin)(; iE-'%`:; -.2000E-02' cr .',Jv E - ,i_ 1 j j0V E + ; 0000E+Ij' . u .00jnE+iuj Orjij0E+00
v tlv iiil .UUUUt+U k' ,UUUU[T vv ,ov.Q[Y;Iti 9Vi?Uc rVv ,l)UVUt+1?ii If 1{UUE+i,?i? l ii () li[+1,11
POLLUTANT HETALS
REMOVAL MECHANISM i Eiiu/AL EI 6 A I IC;1
MAX. REMOVAL 'Rk.. 1.0000
VARIABLE TYPC-: 0 v 1 0 0 0 0 0 ii 0 0
COEFFICIENT LJES : .0000E+00 .0000E+00 -.3023E-03 .0000E+00 .0000E+00 .0000E+00 .0000E+00 .0000E+00
.0000E+00 OOOOE+00 .0000E+00 .4500E61i -.4500c+00 .0000E+00 .0000E+00 .1000E+01
DETENTION UNIT CHARACTERISTICS:
POLLUTANT ROUTING METHOD : PLUG FLOW
RESIDUALS DRAW-OFF SCHEME: NEVER DRAWN OFF
DEPTH-AREA-STORAGE-FLOW RELATIONSHIPS
DEPTH,FT SURFACE AREA,SA FT STORAGE,CU FT TREATED OUTFLOW,CFS
.0000E+00 .1440E+04 .0000E+00 .0000E+00
.2000E+00 .3074E+04 .4514E+03 .0000E+00
.4000E+00 .4103E+04 .1230E+04 .0000E+00
.6000E+00 .6342E+04 .2335E+04 .0000E+00
.3000E+00 .7976E+04 .37b6E+04 .0000E+00
.1000E+01 .9610E+Ut .5525E+04 .0000E+00
.1200E+01 .1021E+05 .75o7E+04 .1050E+Oi
.1400E+01 .1032E+05 .9610E+04 .3180E+0i
.1600E+01 .1142E+05 .11173E+05 .2930E+01
.1600E+01 .12112E+05 .1416E+05 .4520E+01
.2000E+01 .1403E+05 .1664E+05 6300E+O1
SLUDGE GENERATION:
POLLUTANT DETE RMINING SLUDGE GE NERATION SUS.SOL
CONCcNTiirtiION IN SLUDGE, MG/L .buvuc+0o
MAXIMUM LUDGE DLF1n,r_ 2000t+00
INITIAL CONDITIONS:
VOLUME FT ZIGOEtv']
POLLUTANT CONC ENTRATIONS
ciUS.SOL, MG/L .UODUE+OV
TuT COLI, MPN/L .0000E+00
METALS , MG/L .0000E+00
RESIDUAL FLOW,CFS
.0000E+00
.0000E+00
.0000E+00
.0000E+00
.0000E+00
.0000E+00
.0000E+00
.0000E+00
.0000E+00
.0000E+00
.0000E+00
fffftffffffffffffffffffff
I1LI1r u n runnnrrrnTr- •?r
GENERAL UNIT DESCRIPTIU-N:
NAME : wE1LAN;D STORAGE 4i
TYPE DF UNiT DETENTION
MAX. ALLOWABLE INFLOW,C'S, 100 0S
FLOW DIRECT-1 CdS:
P (f AJJ i4 a '
TREATEi; Intr. S
P: .}. - -
rtCJ1UVMlJ i:? .Ili 'r t
110 E: ;ir i 15 T n E !+E T LILuC. ANUr vir1 Ui ... LL ifIATC it 133 rOaNL
POLLUTANT REMOVAL i1ECnrI?i5M:
POLLUTANT
REMOVAL MECHANISM
MAX. REMOVAL ;RAC.
VARIABLE TYPE:
COEFFICIENT `ALUES
`US.SOL
r'EMOVAL E',UATION
1.0000
0 ii 0 j j
0000E+00 .0000E+u0 -.3026E-03 .0000E+00 uu00E+0 O .(1000E+00 .0000E+00 .0000E+00
0000E+00 .0000E+0i) 0000E+00 .6500E+00 -,6300E+00 .0000E+00 .0000E+00 .1000E+ol
POLLUTANT TOT CGLI
REMOVAL MECHANISM REMOVAL EQUi
MAX. REMOVAL rRAC. 1.0000
VARIABLE TYPES 0 0
COEFFICIENT f:nLUES 0000E+00
.0000E+00
iTION
1 0 0 0 0 0 0 O 0
.vOOC+E+00 -.2000E-02 .0000E+00 OOOOE+00 .0000E+00 .0000E+00 .0000E+00
.0000E+00 .0000E+00, ,8000E++)0 -.600"uE+00 .0000E+00 0000E+00 .1000E+01
POLLUTANT METALS
REMOVAL MECHANISM REMOVAL EQUATION
MAX. REMOVAL FRAC. i.OoClo
VARIABLE TYFE3 v v 1 v v 0 O 0 ) v', v
COEFFICIENT ',ALUES : .0000E+00 .vO0OE+00 -.5028E-V'S .0000E+00 .0000E+00 .0000E+00 .0000E+00 .0000E+00
.00,00E+liu .0000E+0,0 .0000E+0,0 .4560E+0O -.41500E+0v .0000E+00 ,0000E+00 .1000E+01
DETENTION UNIT CHARACTERISTICS
POLLUTANT ROUTING METHOD : PLUG FLOW
RESIDUALS DRAW-OFF SCHEME: NEVER DRAW N OFF
DEPTH-AREA-STORAGE-FLOW RELATIONSHIPS :
DEPTH,FT SURFACE AREA,SQ FT STORAGE,CU FT TREATED OUTFLOW,CFS RESIDUAL FLOW,CFS
.0000E+00 .1620E+03 .0000E+00 .0000E+00 .0000E+00
.2000E+uu .1626E+04 .2388E+03 .OOOOE+00 .0000E+00
.4000E+00 .2489E+04 .6503E+03 .O000E+00 .0000E+00
.6000E+00 .3353E+04 .1235E+04 ,0000E+00 .0000E+00
.8000E+00 .4216E+04 .1991E+04 .OOOOE+00 .0000E+00
.1000E+01 .5080E+04 .2921E+04 .0000E+00 ,0000E+00
.1200E+01 .7567E+04 .4186E+04 .2100E+01 .0000E+00
.1400E+01 .1005E+05 .5946E+04 .6360E+01 OOOOE+00
.1600E+0i .1254E+05 .8207E+04 .1170E+02 .OOOOE+00
.1600E+01 .1503E+05 .1096E+05 .1806E+02 .0000E+00
.2000E+01 .1752E+05 .1422E+05 .2520E+02 .OOOOE+00
SLUDGE GENERATION:
POLLUTANT DETERMINING k6DGE GEN ERATION : SUS.SOL
CONCENTRnTION IN SLUDGE, MGIL .6000E+0,6
MAXIMUM SLUDGE DEPTH,FT .2000E+00
INITIAL CONDiTiONS:
VOLUME,Cu FT .1140E+03
POLLUTANT CONCENTRATIONS
SCS.SOL, MGL .0000E+u0
iOT CDLI, itPNiL .OuOOE+00
ME AL'S , PIG1 L .06VUC+vu
{}{}}}}{f}}+#}44ff44}}44+
GENERAL UNIT DESCRIPTION:
NAME WETLAND STORAGE K
TYPE OF UNIT DETENTION
MAX. ALLOWABLE INFLOW,CF3: IOOOE+Os
FLOW DIRECTIONS:
t'fFASS L-
T FE rT-''1I- -
:.r
IBC Ji?_f!L i _ _'?tl R J
iVUIC: Uitii rtiV t,i ,IIC IYCAI OLLL- mi'4,1 -j-I VLI iIC L'1 Jf UJML
POLLUTANT Rc10'JAL McCmH'N1SM:
T;
G LUIMRi JUJ.JUL
REMOVAL Mr -'' iSiil :E1 , csuATI
MAn. REMu`rAL rRAI. i.Uiiflil
VARIABLE TiPE : u J 0 0 0 O 0
COEFFICIENT *LUES : 0000E+0ti 1000E+C: 0026E-i1 .0000E+00 OiniiEtoO .0000E+00 .0000E+00 .O0i10E+0 OOUc+jia O00 0 E+11V OUOi;E+OO b;;OUEtOO -.oSIOE+OO UUOUE+OU .0000E+00 '000E+011
POLLUTANT TOT COLI
REMOVAL MECHANISM REMi1VAL EQUATIONv
MAX. REMOVAL FRAC. 1.0000
VARIABLE TYPES 0 0 1 0 0 0 0 0 0 0 0
COEFFICIENT VALUES : .0000E+00 OOOOE+00 -,2000E-02 .0000E+00 .0000E+00 .0000E+00 .0000E+00 ,0000E+00
.000OE+00 OOOOE+00 OOOOE+00 .6000E+00 -.BUOuE+OO .0000E+00 OOOOE+00 .1000E+01
POLLUTANT METALS
REMOVAL MECHANISM REMOVAL EQUATION
MAX. REMOVAL FRAC. 1.0000
VARIABLE TYPES a 0 1 0 0 0 0 U 0 0, 0
COEFFICIENT VALUES : .0000E+00 .0000E+00 -.3028E-03 OOOOE+00 .1000E+00 OOOOE+00 .O000E+00 OOO OE+00
Oii0ilE+ij0 OOOUE+ Qv UUOOE+Uu .4500E+00 -.4500E+OU .0000E+00 OOOOE+UO .1000E+01
DETENTION UNIT CHARACTERISTICS:
POLLUTANT ROUTING METHOD : PLUG FLOW
RESIDUALS DRAW-OFF SCHEME: NEVER ORAWN OFF
DEPTH-AREA-STGRAGE-FLOW rRELA IGNSHIP5 :
DEPTH, FT SURFACE AREA,SQ FT STiRAGE,CU FT TREATED 6UTFLOW,i,FS RESIDUAL FLOW,CFS
.0000E+00 .380OE+03 w0 0 c+OO 0000E+00 .O000E+00
.2000E+00 .5210E+03 .5010E+02 .000OE+00 OOOOE+00
.4000E+00 .6b2OE+03 Oo4E+03 .0000E+00 OOOOE+00
.6000E+Ou .8030E+03 .3549E+03 .0000E+00 OOOOE+00
.8000E+00 .9440E+03 .5296E+03 .0000E+00 .0000E+00
.1000E+01 .i085 E+04 Jilt+UJ OOOOE+00 ,0000E+00
.1200E+01 .3635E+04 .105E+04 .2100E+01 .0000E+00
.1400E+01 .6185E+04 186E+04 .6360E+01 .GOOOE+00
.1600E+01 .3735E+04 .3679E+04 .1110E+02 OOOOE+00
.1800E+01 .11225E+05 .5680E+04 .1806E+02 .0000E+00
.2000E+01 .1384E+05 .0193E+04 .252OE+02 OOOOE+00
SLUDGE GENERATION:
POLLUTANT DETERMINING SLUDGE GE NERATION : SUS.SOL
CONCENTRATION IN SLUDGE, MG/L .8000E+06
MAXIMUM SLUDGE DEPTH,FT 20OOE+00
INITIAL CONDITIONS:
VOLUME CU FT
N .1330E+03
POLLUT
T CONC ENTRATIONS
SUS.SOL, MOIL .000itE=0u
TOT "GLI, Mr,N/L .0000E+00
METALS , MG/ L . , 00uilEt0c,
mrtr x c rain nnrrrr-r--: •,
GENERAL UNIT DESCRIPTION:
NAME : Wt 1 LA1'ID STORAGE 43
TYPE OF UNIT DETENTION
MAX. ALLOWABLE INFLOW,CFS: 111110E+03
FLOW DIRE CT1u111llo1:
r.r EL UU Ir IU JIJli .. ....
Rt., HL ) T- III a 2vU
ifUlE: UIYI I i J 1J If1C +L I OLUL-P, Hh " U VIV11 ?VV ?? liLllilh C V JfUOnL
POLLUTANT REMOVAL MECHANISN;
POLLUTANT
REMOVAL MEC'6'17i3i9
VARIABLE TYPE.
COEFFICIENT <?LUES
US.au?
T.c.1UiHI 0,.01(1 lIJJ
. vUl U
') u i U
n1VUtt+iu , Okk utr Ai
. UUUt,+ETI)U .+1Uvt' vU
-.3u2Or G; :•00i1E+00, .u Y E 'i1 000E+6' ."00E+00 0000E+00
ujiOcruii ojok-,E+06, -.6:,+.':c+U1 .0000c+00 .0000t+oi 1000E+i)1
POLLUTANT TOT I:OLI
REMOVAL MECHATISM REMOVAL EQUATION
MAX. REMOVAL rRAC. I.O000
VARIABLE TYPES 0 1 u u 0 0 0 0 0 o
COEFFICIENT '',ALUES 11000E+00 .610,0,0E+0,U -,2000E-0,2 ,001111E+60 .UVUVL+00 .000OE+00 .0000E+00 .0000E+00
.0000E+00 000OEtOi 4i1)00E+00 05000E+00 -.80000E+00 ,0000E+00 .0000E+0 0 .1000E+01
POLLUTANT METALS
REMOVAL MECHANISM REMOVAL EQUATION
MAX. REMOVAL -,RAC. 1.00(10,
VARIABLE TYPES 0 0 1 0 0 O O 0 0 0. 0
COEFFICIENT VALUES .0000E+00 .0000E+00 -.3028E-03 .0000E+00 .0000E+00 ,0000E+00 ,OOOOE+00 .0000E+00
.OO00E+00 .0000E+00 OOOOE+00 .4500E+00 -.4J00E+00 .0000E+00 .OOOOE+00 .1000E+01
DETENTION UNIT CHARACTERISTICS:
POLLUTANT ROUTING METHOD : PLUG FLOW
RESIDUALS DRAW-OFF SCHEME: NEVER DRAWN OFF
DEPTH-AREA-STORAGE-FLOW RELATIONSHIPS :
DEPTH,FT SURFACE AREA,SQ FT STORAGE,CU FT TREATED OUTFLOW,CFS RESIDUAL FLOW,CFS
.0000E+00, .7375E+04 .0000&00 u000c+00 .0000E+00
.200OE+OO .103,tt+UJ .io91E,v4 uOvoLTVU .0000E+00
.4000E+00 .1390E+05 .YJ/JC+V4 .0000c+ui1 .0000E+00
.6000E+00 .16o6E+05 ./43ICT04 OOVOcTiiO .0000E+00
8000E+04 .Ij000+1)5 .111LEtua .000UtTUU .000t+1!0
.1000E+0i 'L17ETUJ .i53dE+0Zi .VOUi1c+011 .0000E+00
.1200E+01 .3168E+0,5 .20,d.ic+OJ .210,0E+01 .00001+00
.1400E+01 .4058E+05 ouJc*05 .baoUE+111 .?OOOE+00
.1600E+01 .4948E+05 .3106E+05 .1170E+02 .0000E+00
.1800E+01 Jai/ TUJ .4784E+05 .1806E+02 .0000E+00
.2000E+01 .6727E+01 .6041E+05 .2520E+02 .0000E+00
SLUDGE GENERATION:
POLLUTANT DETERMINING SLUDGE GENERATION : SUS.SOL
CONCENTRATION I N SLUDGE, MG/L .8000E+06
MAXIMUM SLUDGE DEPTH,FT .2000E+00
INITIAL CONDITIONS:
VOLUME CU FT
W .2791E+04
POLLUT
CONCE NTRATIONS
SUS.SOLI MG/L .0000E+00
TOT COLI, MPN/L .0000E+00
METALS , MG/L .0000E+00
DATE TIME UNiT rARiic TER FLua STORAGE DEPTH SUS.SOL TOT CGLI METALS

------------
------- ---- ---------------- GFS
---------- CU FT
---------- FT MG/L
---------- ---------- I1PN/L
---------- MGIf
----------
MAR 4, 1984 05t),UO 1 'Nr"uw,TOTHL .347;-E-021
-
- i0nic+it3
io2oc+OO
130IE+03
iPIFLOW,'JET 4' _- - - 1677E+03 .7626E+06 .1-7
E+03
O'ipA55 li %i°.iC+7177 - - ,'.;i!dVC+i 0 i,Yjc+'j)
ii0l)E+i)p
, 0
!FCATED U-UTFLu:i - ?,% - - vE
,.
?t+l;ll
-;
,r i(,lE+Ijll
LU1 _ _-:.I ';11
,'
1[+1,13:7 , }+
L?n .. ?Iy. J J.JCT ? - - - -
MAR 4, 1984 1411, ai) l i iif LUd, t 7r
V I HL
1 "JYC rIJiI
- I
- 'i.-02t I) j
. t';G2E+0'
0E+2
ii Li AEI c+vJ - - 1138E+03 .4962E+06 9170E+01
e(PASO [T!J,J
• - - 1[+Ilt; j1)0E ii) 0 f)0E+{ 6
r ".T r-
OUTFLOW ,':
lis.
TOO
-
-
, -t ;t T+lJll
TI 0
.(iE':)
.000
.lil.'0iiE +0A
.
cSIDUAI FLOW ; Gi:;,;cr:itj - - ijij_iVatQv v.jQ0t OQ 010E+00
i Ei?niNlNti - 1901E+u3 - - - -
DEr'TH - - 3262E+017 - - -
E'yAPORATIGN 1oo.;c-v3 - - - - -
MAR 4, 1984 23A 00 i I?iFLOW, TO T AL 4 1c+0u - - . 5316E+t
)1 obi c
3Jo! J
?9KE+0
Z
iNFLOW,NET 4431E+00 - - 5326E+02 9667ETp5 263,2E+02
BYPASS 0600E+00 - - jii)tic+00 .0000E+0fi .0000E+00
TREATED OUTFLOW .000VE+00 - - 0.i00E+00 .6000E+071 OOOOE+00
ic?IDUAL FLOW iOVJC+OO - - 0000E+00 0000E+00 .0000E+00
-''EiMAi NINE - 1350"E+04
- -
-
DEPTH - - ,9515E+aii - - -
EVAPORATION 3244E-1j3 - - - - -
MAR 4, 1984 320,00 1 iNFLDri,TOTAL i c+1ItJ 4/JC+li2 .1686-+05 .11777E+li2
iNFLGW,idEl -- c+uu - - 1475E+02 .1686E+05 .117"E+01
C. i rHJJ iijQc+tJV .!iv!iliE+tifi
F:cATED OUTFLOW YS /CTuu - - .3393E+02 .3521E+05 2386'x+02
!ica0 HL FLOW al,ijEtmu V00E+00 0;_(i{iE+00
P.EMA1NING - .1794E+v4 - - - -
uCf17 - - .11NJC TliI - - -
CrMI'UI:+111?N .vuivC-'1J - - - -
1 INFLOW, TOTAL .45 TE+U"ij - - .3893E+02 .3521E+05 .2836E+021
iNFLOW,NEi +59iETuu - - ,3093E+02 .3511E+05 .2686E+02
,. .
3YrA3b
VUVVC+UU
-
- .JtjOliE+00
0000E+Ot)
t)vuUE+uO
TREATED OUTFLOW i+iwiE+uu - - 0000E+00 .0000E+00 OOOOE+00
rtCJ 1 011hll r SOW . O!Jlftl[+IJU - - .0003c'+00 , 0000cr+oo . OOOOE+00
REMAINING - .11833E+04 - - - -
DEPTH - - .3331E+00 - - -
EVAPORATION .6672E-03 - - - - -
MAR 4, 1984 410.00 1 -INFLOW I TOTAL .5311E+00 - - .1358E+02 .5375E+04 .7986E+01
iNFLOW,NET .5]-'ir-too - - ,1358E+02 .5375E+04 .7986E+01
BYPASS 000vE+00 - - ,0000E+00 .0000E+00 0000E+00
TREATED OUTFLOW .5151E+00 - - 1638E+0L .43326E+04 .1030E+02
RESIDUAL FLOW .00uuE+00 - - .0000E+00 OOOOE+00 0000E+00
REMAINING - .1834E+04 - - - -
DEPTH - - .1149E+01 - - -
EVAPORATION .3874E-03 - - - - -
INFLOW, TOTAL 5151E+Ou - - .1033E+02 .4926E+04 .1030E+02
INFLOW, NET ,5151E+u0 - - .16338E+02 .4926E+04 .1030E+02
3`i PASS )!)ui1C+00 - - .0000E+00 .0400E+00 OOOOE+00
TREATED OUTFLOW .U0l:i;E+00 - - 0000E+00 .0000E+00 .0000E+00
RESIDUAL FLOW OGCJc+00 - - .0000E+00 OOOOE+00 OOOOE+00
RED Air1INu - .2649E+04
- -
-
-
DEPTH - - .6439E+0tj - - -
EVAPORATION -DIOC-V3
MAR 4, 1984 5 .00 1 iNFLOW,TOTAL JOJVcTVV - - .7494E+ui .1548E+u4 .52oi.
iirFLuW,NET J0JVCT06 - - 74334E+01 .2548E+04 .5262E+01
a'irmoo Jl i is+utj - - V6k'oC+uu .Ot:;OijE+00 .0000E+00
TREAic-D OUTFLOW 03ocTVV - - .8563C+01 .1230E+04 .6010E+01

-E-I-..
iuUNL FLOW
?'c3
JV.?Vc+ii)
-
- V. +1ii
...ci C i
'..iilii?E
+t)i)

l
t i 1 +t))
))OOE
REMAINING - idiic+04 - - - -
DEr-'Tri - - 1763E+i1 - - -
EVAPORATIGN
DATE TIME UNIT PARAMETER FLOW STORAGE DEPTH SUS.SOL TOT COLI METALS

------------- ------- ----
---------------- CFS
---------- CU FT
---------- FT MG/L
---------- ---------- MPN/L
---------- M6/L
----------
INFLOW ;r d
r*OU - - 3JOJC+1f1 .1230E+04 ,6010E+01
INFLU- iINET J
JGJUC+OU - - ,8563E+01 ,1230E+04 6010E+01
BYPHO jtJyyCTU0 - - OOi;OE+Ou OOOOE+00 0000E+00
,REM Ou7FLOw Y,i Eto` - - .0000E+010 .0000E+00 ,00010E+00
C.C D, UHL F_'Jrl ... QC Tj,I - - „:.j (.i..; C r,ha OVl jiJE+001 E+if li

MAR 4, 1984 JJ!J,oi-I 1 114(LIIH.IOIHL ,0_ CTQ,I - - ,4t1:)Q TjI ,lYLYCt':1+ vJJ t+(ll
i iYf LUW!r1Cl - "?CTl4 - - YVOVC-C) i .1424E+\I4 -?:iJ.;E+OI
010 :?]J -?!It; - - lrilt+iJii Ii? JE+!)!,1 ,ii?JUUt+ijll
II.[niCtJ UUIi L
UIY .01?4CTVV - .40ic V .JJ3JC+I1J Qo74E+vI
ft
ICJ IUUHL iLUq .iill;lt t!i+YI - - .1 iJ1f ilC+lri1 ll VliC+I:I:J if llE+tf 41
P.C I'INI NI Nu - .19VaC+V+ - -
UCilI1 - - .117/cr'J1 -
EVHPORHT1Oi'
JS65E-03
-
- -
-
-
IIYI LOW, 1 o I AL • t11 LL[TV1J , 1[47[T0 1 , JJJJt+UJ • J894E+0 i
INFLOr,rrEi 8122E+00 - - .4647E+01 .5335E+03 .3854E+01
iPH3J E+00 - - JiiOUE+QU 0 000E+0f j(iU(iE+i)i)
F:'tnTEll OUTFLOW' 1+14;j IE +v
RE3i Du'HL FLOW 00000E+00 - - 0?i00E+0 i) 0,900E+00 , 00000E+00
K AiNING - .5,,944E+04 - - - -
DEPTH - - 1042E+01 - - -
EVAPORATION .1405E-02 - - - - -
3 INFLOW, TOTAL 1435E+00 - - .0000E+00 .0000E+00 V9U0E+00
INFLOW,NET .1485E+00 - - 0000E+00 .0000E+00 .0090E+00
BYPASS ,0000E+00 - - .0000E+00 .0000E+00 OOOOE+00
+REATED OUTFLOW .00000E+00 - - OOOOE+00 OOOOE+00 OOOOE+00
RESIDUAL FLOW !Iii 01 IjE+UU - - .0000E+00 .0000E+00 ,0000E+00
REMAINING - .2224E+03 - - - -
DEPTH - - .1862E+001 - - -
EVAPORATION .267E-03 - - - - -
MAR 4, 1984 640.00 1 iNFLOW,TOTAL o1Joc+00 - - 2264E+01 .8253E+03 .2062E+01
INFLOW,ir'ET a736E+00 - - .2264E+01 .6293E+03 ;:u62E+Oi
O 1 FHJJ , tl,IUIIC+tj.J - , ,11/l!!i[T1J11 , lil 000+tjv .0000E+00
TFEATcu OUTFLOW 6033CT0V - - .2488E+01 .2850E+03 .2450E+01
R:nI DUAL FLOW . ;Uc+OO - - .0000E+00 .0000E+06 , i)lli)ciE+00
Ni ..
REiflA1 Ni 1 NG
-
.1942E
+04
DEPTH 113, C+01
Ev PORATION .40iiE-0J
L lN(LUW,IGIHL .0053E+UV - ,2400E+0 .2350E+03 .L450E+01
INFLOW "ET Cunt 00 .L'408E+UI .2850E+U3 .2450E+01
BYPASS 0000E+00 - - .0000E+00 OOOOE+00 OOOOE+00
I tHTED ULIfLGW 5 69E+00 - - .1261E+02 .5380E+04 .1367E+U2
RESIDUAL FLOW ivuUE+00 - - 10000E+00 .0000E+00 .0000E+00
REMAINING - .6555E+04 - - - -
DEPTH - - .1108E+01 - - -
EVAPORATION i437E-02 - - - - -
3 INFLOW, TOTAL .5489E+00 - - 1261E+02 .3380E+04 .1367E+02
INFLO61NET .5485E+00 - - .1261E+02 .5380E+04 .1367E+02
BYPASS .000OE+00 - - OOOOE+00 OOOOE+00 OOOOE+00
TREATED OUTFLOW .0000E+00 - - .000OE+00 .0000E+00 .0000E+00
RESIDUAL FLOW 0000E+00 - - OOOOE+00 OOOOE+00 OOOOE+00
REMAINING - .1516E+04 - - - -
DEPTH - - .6144E+00 - - -
EVAPORATION .5316E-03 - - - - -
MAR 4, 1984 730.00 1 INFLOW, TOTAL .,,763E+00 - - ,1351E+01 .4688E+03 .1221E+01
INFLOW, NET 1065E+00 - - .13351E+01 .4688E+03 .1221E+01
BYPASS 0000E+00 - - OOOOE+00 OOOOE+00 .0000E+00
TREATED OUTFLOW .1607E+00 - - .1370E+01 .1611E+03 .1475E+01 '
RESIDUAL FLOW Ou(.;vE+oo - - OOOOE+00 OOOOE+00 .000OE+00
REI)AINUrG - .1555E+04 - - - -
DE 1ri - - .1210E+Ui - - -
CVAPORATION ,YVOJC-I/J - - - - -
DATE TIME UNIT F'A-.rIP1ETER fLUw STORAGE DEPTH SUS.SOL TOT COLI METALS

------------- ------- ----
---------------- CF3
---------- CU FT FT
---------- ---------- MG/L
---------- MPN/L
---------- MG/L
----------
1INFLOWITOIHL ./6v7c+I)0 - - 1310E+01 .1611E+03 .1475E+01
lNFLOW,NET 1wiE+li - - IJ70E+01 .1611E+03 .1475E+01
Li 1 rnA00 Gii is+%I - - 0000E+00 ij000E+tjij :1'!j iE+110
RLHTED uUTFLGw o?3yt+I:;; - - 4t'i9E+111 J3coE+i3 ,:E+iij
-
•,c:;10UhL FL_1W
i0c+
iOE+iii)
JE+!):)
r•. M HlIN ING
____J .ll?`CT
f=riilr,Hl lUl ,..T3r -V - - - - -
3 iilf LUiV, IUIHL rC.tQ'I _ .4G7JC tfl1 .J3L6C+V Z, , .oLE+ll(
it VF LUY# AEi .D0:;ICTUV ,46j3r+V1 .:,3&oETGJ .riLC+411
l PHJJ -nil - - ,i)l1iJiJt+a(1 ,oOObE+00 ±i ?0, 0E ir0
TF.cj',, TCO 0UIrLUH <3: E+Ou - - +j000E+00 .0000E+00 .Oi00E+00
r.2J/oi1HL rLUW Ctllif - - di 11,1441)0 11114111E+1111 i_,)6 cr+f)o
F.CI'IH 11Vll'/ll , 3c 13CTUY
JU I11 - l?I1 GC TV
CV HI"Ufr.HI IUN ,ulclC -?lj - - - -
Y l iir LUG, 1 U I HL , L0' r i - - , l;ilvl r Ntj , IiilOOE+00 , fliiljOE+1)11
:4 Lu;,..ET
"r -C;,i - - t;00E+1111
v tiC)0ijE+01 :0E+00
01 rH0.:) .vi_ipUE Tin, - - .ii iv 0LIVU .V000E+0* 1'j ijE+.it.
iREri I ED 0U I F LUW ,CTvQ - - I: v jiiE+00 11000E+00 :iijE+OO
Nt5lDUAL FLOW v'dvVc+v') - UVii0t+li 1 OOV`OE+iiO U+JUUC+00
ral1"'AlN? o 7t+'J3 - - - -
DEPTH - - .j698E+0u - - -
EGAPi;RATiON it .c-03 - - - - -
MAR 4, 1984 820.00 i iNFLOW,TOTAL J3, 4 E +0
) - -
8965Et00
493E+u3 ;-
,66;iE+i0
INFLOW,NET 0831E+V0 - 0365E+00 ,24'39E+03 .6629E+00
dYPA33 vil0vct00 - - 3000E+00 0000E+00 .0000E+00
TREATED OUTFLOW 806.E+00 - - 01'37E+00 8660E+02 .3409E+00
RE371DUAL FLOW vvVOc+OO - - 0000E+00 0000E+011) iicj00E+00
REMAINING - .2041E+04 - - - -
DEPTH - - .1225E+01 - - -
EVA'PORATION .4134E-03 - - - - -
2 INFLOW, TOTAL 8661E+00 - - .8197E+00 ,8660E+02 .3409E+00
INFLOW,NET .6661E+00 - - .8197E+00 .8660E+O' .6409E+00
BYPASS 00i)0E+00 - - 0000E+0iJ 0000E+00 ,0000E+00
TREATED OUTFLOW .7364E+00 - - .2139E+01 .1337E+03 .2538E+01
RESIDUAL FLOW :1i100c+011 - - .0000E+00 .00011E+00 .0000E+00
REMAINING - .7048E+04 - - - -
DEPTH - - 1154E+41 - - -
EVHPGR'ATION iY plc-u2 - - - - -
3 INFLOW,10TAL .7364E+0i) - - 2133E+04 ,1337E+03 2533E+01
lNrLUW,WCT 2139Et01 1331E+0 3 iJ GE+ul
+YNH55 '0OOEtOO - - JUiiut+00, 0 0K) A)E+ 0 ,ij OE+00
TREATED OUTFLOW 17l''E+00 - - .4067E+01 .3986E+ti3 .5136E+01
RcJIDUAL FLOW 6 VilEt'00 - - ,00(10E+Oij (jOOOE+OO ,iljillJc+Oo
REMAININu - 3392E+04 - - - -
DEPTH - - ,1075E+O! - - -
tVHrUiii+i ilr .BG 3:C'UJ - - -
4 1NFLOW,T0TAL .7713E+00 - - .4069E+01 .3986E+03 Ji36E+01
INFLOW,NET 7713E+00 - - .4063E+01 .3336E+03 .5186E+01
BYPASS 00110E+00 - - .000OE+00 .0000E+00 .0000E+00
TREATED OUTFLOW .1620E+00 - - .5728E+01 .4034E+03 .3436E+01
RESIDUAL FLOW ,OOOOEtOO - - .0000E+00 .0000E+00 .0000E+00
REMAINiNG - .3065E+03 - - - -
DEPTH - - .1074E+01
-
-
-
EVAPORATION i731C'1)3 - -
5 iNFLOW,TOTAL .1620E+00 - - ,5728E+01 .4094E+03 .9436E+01
iNFLOW,NET .76211E+00 - - .5728E+01 .4094E+03 .9436E+01
3YPA3S 0000E+00 - - 0000E+00 .0000E+00 OOOOE+OO
TREATED OUTFLOW .0000E+00 - - 0000E+00 .0000E+00 .0000E+00
RESIDUAL FLOW 000Oc+00 - - ,0000E+00 OOOOE+00 .0000E+00
R'EN"INING - .4238E+04 - - - -
DE= T H - - .3890E00 - - -
tlviirOP.AIlON 1]511-02 - - - - -
DATE TIME UN T rhkni?EicR FLU

_____________ _______ ____
________________ LC J
-----------
MAR 4, 1984 914.00 1 INFLOW, TOTAL i5cT00
i1?FluW,i1ET .?15?E+00
h7 PH3S jt+iic Tvli
iREH 161 uUTFLUW GGCTUU
J 10UH rL114') rl)11 .,i 4!r*;i(J
-'EmmINING -
ErTH
!
_lnrulcnl lull
L
FL0W, TOTAL - +•;;;
INFL'O'W, NET ,=c+ii )
-
_
-
FErr -?H--nCU OUTFL irI,uW
I

:JE+oO
F.cJIDUHL rLUr1 iti 'i,iE+l)(j
REMAIti1NG -
DEr TH -
EVAPORATION 14D6 C-Ut
3 Ih+t IOW, TOTAL JVJVCTVV
,IYr LUir, NET . ]•;. vc*UU
d f r"HS3 .00:10'++JU
TREnicu u'UT-LOW
00"C UV
f,.L HL FLOW .001;:1'
.Elhl;?l+'rG -
licr'In -
EVAPORATION 880-0E-i):i
Y INFLOW, 1OTH-L .OGccErVO
a it LLW, AL I . GO.c Cr1%U
Cl i r MJJ , lj?;I:1UC+
TREATED OUTFLOW u;a E+0U
RESIDUAL FLOW 00'i0E+0ii
REMAINING -
DEPTH -
EVAF'ORATION .3124E-03
5 INFLOW, TOTAL .517';7'+00
iNFLOW,NET .oiQ1E+00
BYPASS .0000E+00
TREATED OUTFLOW ,00110E+00
RESIDUAL FLOW .00110E+00
REMAINING -
DEPTH -
E'VAPOR'ATION 2;_15K-02
MAR 4, 1984 10 .00 1 INFLOW, TOTAL 1269E+01
INFLOW,NET .120'",E+01
dYPASS 0000E+00
TREATED OUTFLOW .1222E+01
RESIDUAL FLOW 0000E+00
REMAINING -
DEPTH
-
EVAPORATION 4315E-03
2 iirFLUW,i0TAL 1222'+01
TI - "'
1Wf LUW,N ET
.1tL:CTU1
BYPASS 0401'+00
TR
E
hTEu OUTFLOW i0ooE+01
_
_
F.cJIUUIiI FLOW VVUVCTUU
REMAINING -
Dcr'iH -
EVAPORATION .14oiE-02
3 iNFIUWI uTAL .;icoc+01
INFLOW,NET .1000E+01
BYPASS 0000E+00
TREATED OUTFLOW .i?134E+01
RESIDUAL FLOW .0000'+00
REMAINING -
DEPTH -
EVHPORATION 165E-03
STORAGE DEPTH SITS.SOL TOT COLT METALS
cj FT FT
__________ __________ MG/L
__________ MPN/L
__________ MG/L
__________
- - ,6927E+00 .1254E+03 .32LBE+00
- - .6j?'E+00 .1i:J4E+03 85E+011
- - .0000'+IJ4 00ij1)E+'?0 v040E+00
- - :?6J1E+0i', 4471E+02 4324E+Iji)
+t;lll ,'.;1'

- 12aI +v, - - -
,JOJIC+U'J .4471'+11( E+Ut)
- - ,J651E+00 .4471E+02 YJC4E+Up
- - 0000E+00 i)000E+00 0 j00E+00
- - .9524E+00 JJ 8E+02 .1390E+01
- - . 0000E+00 .0000E+00 . i)(,,00E+OjO
• I L.14CT41y - - - -
- .1174E+01
- - .9524E+00 .5533E+02 1394E+01
- - .'i5 24E+00 .JJ38E+02 1394E+01
- - 0400E+00 t)000E+00 0000E+00
- - .15JJE+01 .4147E+02 .2148E+01
- - j i40c+00 . i' OOOE+00 ij000E+0i)
._458'+04 - - - -
- .1481E+U; - - -
- - IJJJC+UI 4147E+02 ,2148E+01
.1J5JC+01 .14f147t+02 .4146E+01
- - .0000E+00 lpi00E+00 .0000E+00
- - .1736E+01 .2352E+02 .2382E+01
- - ,0000'+00 0000E+00 .0400E+(6

- - 1736'+O1 .2352E+02 .tJ02E+O1
- - .1736E+01 .2352E+02 .2382E+01
- - ,0000E+04 .0000E+00 .0000E+00
- - .0000E+00 .0000E+40 .0000E+00
- - 0000E+00 .0000E+00 .0000E+00
.6122E+04 - - - -
- .556E+00 - - -
- - 6073E+00 .5315E+02 .1446E+00
- - .6073E+0U .1315E+02 .1446E+00
- - 0000E+00 .4444E+00 .0000E+00
- - .4674E+00 .2049E+02 .1996E+00
- - .0000E+00 .0000E+00 .0000E+00
.2202E+04 - - - -
.1270E+U1 - -
- - .4674E+00 .',049E+02 .1996E+Oij
- - .4674E+00 .2049E+02 .1996E+40
- - .0000E+00 .0000E+00 .0000E+00
- - .4184E+40 .2567E+02 .7132E+00
- - .0000E+00 .0000E+00 .0000E+00
.7581E+04 - - - -
- .1207E-rui - - -
- - .4584E+00 .567E+02 .7132E+00
- - .4584E+00 .2567E+02 .7132E+00
- - .0000E+00 .0000E+00 .0000E+00
- - .6569E+00 .1374E+02 .1137E+01
- - 0400E+00 .0000E+00 .0000E+00
.3559E+04 - - - -
- .1101E+01 - - -
DATE TIME U: N! -1 PARAMETER r LuW STORAGE DEPTH SUS.SOL TOT CGLI METALS

------------ ------- ----
---------------- CFS
---------- CU FT FT
---------- ---------- MGiL
---------- MPN/L
---------- MG/L
----------
Y INFLUN,I I i?;.?»c+G1 - - .6569E+u0 .1.314E+u2 ,1137E+Gt
ilif LUN,i.tl ivo4c+ijt - - .65o'jc+(jl .1374E+02 .1137E+01
iiii[';iij ijli(lU[+ijl; :;!lij(1C+UO
1'.CMICU UUIf LUf1 iZLiC t,tj p1 j?E+il1 iLYLEtIIl
P,C i y L'UHL f LUW ill)C Ty: 1111[+.iii

H-UflHtiil lV _-----tJ ? - - -
J l1Y(LUW, I ;'L l 1!C*UI ,01.41+l?1 :YCCT':11
l fir LUN, NET C+lij - - 1141 Cttii) ,ol'jCC+,I1 ,10441+01
i`IJ ....ljil - - ,v60V'[f(lfj 0 ij0lJE+()1.1 ,V000E+00
i F tH I CL UU t f LUY) ljiJOI)E+Ult , (i(i1jUE+11O , t_1(IIj!iE+O(1
r'caIDUAL FLOW (iijij(jE+(iu
EMHIAING - S569E+04 - - - -
DEPTH - - .7155E+011 - - -
E'"i'APGRATION .----- 2, - - - - -
MAR 4, 1984 1050.00 1 1NFLOWITOTAL 7YacT01 - - 3J=JC+00 .175IE+G2 .5003E-G1
iNFLOW,NET 1749E+01 - - .5757E+00 .1751E+02 .5003E-01
dYPASJ ,, ,i jiijc-+jiu 0000E+010 3001.E+fjij
TREATED OUTFLOW 16,5E+01 - - ,4480E+00 .7853E+01 .7399E-01
a'ESIOUAL FLOW tj+"t)c+00 - - 0000E+ijii OitOE+ijO .0(i0[?E+(iij
REMAINING - .'S97E+04 - - - -
DEPTH - - .13421+01 - - -
EV'APORATION 7
ti?JGC-U3 - - -
2 iNFLOW,TGTAL .1625E+01 - - '480E+00 1353E+01 .73739E-01
INFL-,NET .101:c +U - - .4430c+00 .7853E+01 .7339E-01
I+t'r SS uGtJic+OV - - .0000E+00 .0000E+UU .0000E+00
TREATED OUTFLOW ,,3 E+01 - - .2624E+00 ,97343E+01 2974
E+00
RESIDUAL FLOW C) 0'J E+00 - - ,v cl ,0ij0ilc+A .0000E+00
REMAINING - .7959E+04 - - - -
DE r- TH - - 1243E+u1 - - -
,,-.
1YitirGKHI1U?Y
S l1VfLUiUTnL 4J71+01 - OJCYErIJii jjY C+V1 .4914E+)0
iNFLOW,NJET 1459E+u1 - - 26'4c 00 39431+01 .2974E+00
BYPASS 00uvE+00 - - .00000+00 .0000E+00 .0000E+00
TREATED OUTFLOW 1376E+01 - - .2790E+u0 .50736E+ui .5151E+00
RESIDUAL FLOW 001.0E+uG - - .0000E+00 .0000E+00 OOOOE+00
REMAINING - .3774E+04 - - - -
DEPTH - - .1135E+01 - - -
EVAPORATION .5777E-03 - - - - -
4 INFLOW, TOTAL 1376E+01 - - .279uc+G0 .5096E+O1 5151E+00
INFLOW, NET i3,G-E+G1 - - .2790E+00 5036E+01 .5151E+00
BYPASS OOt. cVC - - 0000E+00 .0000E+00 .OOOOE+00
TREATED OUTFLOW 1341E+01 - - .2962E+00 .2581E+01 .5847E+00
RESIDUAL FLOW .0000E+00 - - .0000E+00 .0000E+00 .0000E+00
REMAINING - .1044E+04 - - - -
DEPTH - - .1132E+01 - - -
EVAPORATION .4003E-03 - - - - -
5 iiJFLOW,TOTAL .1347E+01 - - 29621+00 .2581E+01 .5347E+00
INFLOW,NET .,1347E+01 - - 2362E+00 .2581E+01 .5847E+00
BYPASS .OOOOE+00 - - .0000E+00 0000E+00 .0000E+00
TREATED OUTFLOW OOOOE+00 - - .0000E+00 .0000E+00 .0000E+00
RESIDUAL FLOW uiju0E+00 - - 0000E+00 OOOOE+00 .0000E+00
REMAINING - .1318E+05 - - - -
DEPTH .8,3G6E+0,o

MAR 4, 1'334 1140, 131) i iNrFLUJ,iOTAL :3'141+ui - - ,5661E+011 .3466E+01 .1025E-01
iINFLOWLT ?6 »c+ul - - 5667E+00 .3466E+01 .1025E-01
tl'rrA55 VUv+;c+Qit - - 1000E+0.v )i0,0oE+00 OOOOE+00
i.-L, ED OUTFLOW 26.+E+ui - - 4637E+00 .2069E+01 .16734E-01
RESIDUAL FLOW u(itV,c+0u - - uv00E+00 .00u0E+00 .0000E+00
cdi niNING - .355E+G4 - - - -
UCfiH .l+O1C*U1 - - -
-
DATE TIME UNIT PARAMETER FLOW STORAGE DEPTH SUS.SDL TOT COLT METALS

-------- ------- ---- ---------------- CFS
---------- CU FT
---------- FT
---------- MG/L
---------- MPN/L
---------- MG/L
----------
ONFLOW,TOTAL 26ivc+0i - - 4637E+it0 .2063E+01 .1690E-01
INFLOW, "ET 2r;:;E+ (; - - 4637E+110 .2069E+01 ,1630E-Cil
B,01nr

i!'HJJ iiiii l' +( 1

...E J') - -
( 0
, Ii i + 1
7J. (Ci c :
0)( 00E +iJ : it
.:
U11(jt1E+i)0
.
j KCHTCii GuiFLuli eE+t; _?L?Er ig
i/JJC 1
.6i'6L
C:1vJHL FLu.ti Erti:;) - - 1jC•.j:..: "!!!;E}Ilii .!iiailE+I(J
c6m INN N.5 .L'\rJJE TVI
.lJL6E-.1
nf Uf.nI lU,i .._..v L -'JL - - - -
- -
v iNr LU
A, TV ih?
T+,
35C+1 nor -r
.JioZc-!1
1
_
I Nr LU11, MCI ELTIIj LJLLC i V. i/JJC+111 {
.U?6GE-?11
n.7 _ J.',v C'VU - - 11 J??.i•.1 Ii.Jt T'lU ,llilirll[+1)11
irEn. CU UU If LUO fTU1 - - .1064[+:1 t_i .1Ji iGTiiy .1i46C+0(1
RCJI UUHL FLuvi .vV•.; i?Crij - - v vc+j(j ,;i)0 t t.;.; ii0ijE+Ij

..T'.
P.Ei7lrli?U
Hi
TU
UGf 1f1 - - .1LaYC+ti;
C'V HrURmt 1614 .li':%LC-±+. - - - - -
irF ?uW, T O T AL J7 c+01 - - 1664E+1511 15/9t +(l l 17 461+(j(i
1N? LUM, IiC 1 7E+(J1 - - 1664E+99 1579E+() I 1 46E- loo
6 it A-33 iV'iUCT Jo - - ;ilii(,iE+110 ,i)iil)il E+i) ii ,1)0!)9[+Qt,I
TREATED OUTFLOW 26611E+Ul - - I566E+VU .9124E+00 .2074E+00
RESIDUAL FLOW 0O0Ot+OO - - .0000E+00 UOOOE+i),:i OOOOE+00
REMAINING - .1205E+04 - - - -
DEPTH
EVAPORATION .5261E-03 - - - - -
5 !NFL-uW,TOTAL 2000E+01 - - lJ66E+00 9124E+00 2074E+Otj
iNFLGW,NET 2060E+01 - - 1566E+00 .9124E+00 .2074E+00
BYPASS )(' E+00 - - 0000E+00 0060E+00 OOOOE+00
TREATED OUTFLOW .0'0'46E+00 - - .0000E+00, .0000E+60 . i OOOE+Ofi
- - .0000E+00 .0000E+00 .0000E+06
RESIDUAL FLOW Ui16(lE+00
REMAINING
DEPTH - - .1030E+01 - - -
tVMP?RATION .JQvE-02 - - - - -
{t{{{{{{{{ UNIT i HAS EXCEEDED THE MA INUM STORA3E 1uLUriE 3H 3/ 4/34 AT 1210.00, THE EXCESS HAS SEEN BYPASSED. ++++++++++
}{{}{{{{{{ UNIT I HAS EXCEEDED THE MAX1PiUM STORAGE VOLUME u- N 3/ 4i64 AT 1220.00. THE EXCESS HAS BEEN BYPASSED. {{{+++++++
+++{+++{++ UNIT 2 HAS EXCEEDED THE MAXIMUM STORAGE VOLUME 011 3/ 4/34 AT 12`0.ii0. THE EXCESS HAS BEEN BYPASSED. +++{{+++++
++++++++++ UNIT 1 HAS EXCEEDED THE fiAXIMUM STORAGE VOLUME ON 3i 4184 AT 12:10.00. THE EXCESS HAS BEEN BYPASSED. ++{+{++++{
?++{{{{{{{ UNIT 2 HAS EXCEEDED THE MAXIMUM STORAGE VOLUME ON 3/ 4/34 AT 1230.00. THE EXCESS HAS BEEir BYPASSED. +++{++++++
+{+{{+{{{{ UNIT 3 HAS EXCEEDED TnE MAXIiZe 3 10RAGE 1VGLUIIC u-4 3i 4164 AT li3v.tj0. THE EXCESS ri AS BEEN B''ASSED. ++++++++++
+{{+{{{{++ UNIT 4 HAS EXCEEDED THE MAXIMUM STORAGE VOLUME ON 3i 4/64 AT 1230.0 (j. THE EAiCE3J HAS BEEN uVPASSED. ++++++++++
MAR 4, 1964 1230.00 1 IfrFLun,TOTAI »<<E+02 - - 4656E+ix0 4613E+00 .1462E-02
INFL0W,NE T .6401E+01 - - 465oE?uu .4613E+00 .1462E-02
byF'ASS .2632E+02 - - 405oE+00 .46 3E+00 .1462E-02
TREATED OUTFLOW .3400E+01 - - 4132E+00 .2302E+00 .1368E-02
RESIDUAL FLOW .11000E+00 - - .0000E+00 OOOOE+00 .0000E+00
REMAINING - .4960E+04 - - - -
DEPTH - - .2000E+(jl - - -
E'iAPURATION .6165E-0J - - - - -
2 iNFLO" TOTAL 34T2E+02 - - .4531E+00 .4V54ETUO .1444E-02
INFLOW, NET 6353E+01 - - .4531E+00 .4054E+00. .1444E-02
B'iPASS a42E+02 - - .4531E+00 .4054E+00 .1444E-02
TREATED OUTFLOW .6300E+01 - - .3366E+00 .2521E+00 .7114E-02
RESIDUAL FLOW .0000E+00 - - 0000E+00 .0000E+00 OOOOE+00
REMAINING - .lo04E+05 - - - -
DEFTH - - .2000E+01 - - -
EAPORATIOtd 1337E-02 - - - - -
3 iNFLGW,TOTAL J9! E+02 - - .4320E+00 .3776E+00 .2473E-02
INFLOW, NET 2533E+02 - - .4320E+00 .3776E+00 .2473E-02
BYPASS 9340E+01 - - .4320E+00 .3776E+00 .2473E-02
TREATED OUTFLOW .2400E+02 - - .3829E+00 .2149E+00 .3696E-02
RESIDUAL FLOW iiii(0E+00 OOOOE+00 .0000E+00 OOOOE+00
REMAIN INC]' - ,14227,C+05 - - - -
DEPTH - - .2000E+01 - - -
c`iArGRAIIDN .253»c-!j2 - - - - -
4 iNFLGW,TGTAL 34?:IET0L - - 3963E+00 .2594E+00 3362E-02
iNFLGW,'t-ET 2j30c+ A.
i? - - , 3 fi ,-
JJE+vv - r
.Z?94c+ili
1 -? ,
.5561E-02
61 rASS o2:3c+vl - - 3963E+00 .2594E+0 .3362E-02
TREATED OUTFLOW 1:;2E+v2 - - .34o2 2300E+00 .9734E-02
FL !DbAL FLOW vvVVE+OV - - .0000E+00 .0,000E+00 OOOOE+00
RCEMH1N-IN6 - 31iic+0» - - - -
DE Tri - - 20110E+:%; - - -
cvhr'ORATION [VU c-v4 - - - - -
DATE TIME UNIT PARAMETER. FLOW STORAGE DEPTH SUS.SOL TUT COLI METALS

------------- -------
---- ---------------- - IFS
--------- - CU FT FT
--------- ---------- MG/L
---------- MPN/L
---------- 116/L
----------
J IIif LIjA 1111 ML 1.0 11 +IjG .JGLJC+U!i .LJ71?+!iu ""I -OL
iNFLOW,NET 2621E +v2 - - .3623E+00 .2391E+00 .7061E-02
oI,H 'a ti0ij6c+,;0 - - 001iic+00 00011E+06 i!1ii0E+60
TREATED OUTFLOW -?C.Jlr+Oi - - E 2bG+1141 0dJ4 E+!-1 .1347E+01
C-uljk FLOW ti+}:; j )C+00 ;I iE+ij ;
r.. Erin. Id 1,iU ..ib1GCTU5 -

c'vrrORATION - t:
t -
- ' - -
_
++++++++** UNIT I HAS EXCEC11CIr HE IIM.,Ii1Ui'i :TORAGE l0LJiiC li
it `}/3j _
HT 1L4U.vV. IrC CA.C:J `
111J GC:iV if fM•JaCll. {*#* ***+4t
UNIT HMS EXCEEuc ,E Iv .,;i-hi Gr?l.hht 'rtLUi'0c ji; of +i o4 iii i24t;.J!!. IrE CA; -L riAa o CIV df rM cG. *+tt 4##*±#
++++++++++ UNIT 3 HAS EXCEEDED THE ilriAii'l6i'i •_IORhGE YULl11L V,1 _j 1' 4/04 AT 124 0 . T c c I_LJ: nMo SEEN irHSSEii. tt44 tt4ttt
+++++#++++ UNIT 4 HAS CALCCLCL TnE IIMAii1Gl1 SIURhUC l11LUIfC uli JI Y!vY hl 12t11.U11. I!1 CALC.a i1MS b CI i!(ihoS ED.
++++++++++ UNIT 1 HAS EXCEEDED THE MAAIMUf1 STORAGE ',v, GLUM- L Oi ./' 4/44 11 1250.00. T;iE EACcS3 HAS 8 E E N 8'i PASSED, t+4+ +44444
++++++++++ UNIT 2 HAS EXCEEDED THE MHA.iM011 ST5RAGt VOL'Ui;c ; Y/dY hT I Dv.uv. IHL En1,t33 HA3 BE EN OYPASScD, ++++ ++++f4
++++++++++ UNIT I HAS EXCEEDC THc MAAtIMU?1 .3Tu-Rhiic `r;JL6iic ur i ti o4 Ni i? J0. TnE ?AI,L o nAa OCCI? 01 ,,; 3cD. 4144 441441
-
++++++++ + UNIT 2 HAS EACEEDEu THE 1AAiIIIUii JTU h1Jr YULU1,L 41 C) AT i3 .ii0. inr CAULEJ_ HHo OCCIV orrAoOcD. 4111 ++1411
++++##++++ UNIT 2 HAS EXCEEDED THE Il ACi ii}; TuRA6E rGL-AIC 014 ;i Y/o» Al 131 v. vv. THE c;1c 3 HA.3 Occi AS,3ED. 4+1t +*+++t
MAR 4, 1984 1320.011 1 IIN LU_i, TOTAL ..i i,E+0i - - RI-E+01 .5107E+00 3391E-02
1 f'i(LJIY.i'lEl
" ..i 1I LC+U1 - .1006E+01 .5107E+00 .3 3 C'!i
O I r'nc.S JiyyET00 - - ;!}Tic+OQ .0000E+60 cuu?,EtOU
T :EATER OUTrLOtY OibYttVl - - iS- QI .43')4c+!li
IiE5Iui,AL rLOW li;!jc+iJi; - - jl )!)c+!jii C10CiE+vi} (iiE+Cii
X ,
C;1 H INlir'+i
-
1453E+04 -
-
-
-
iicr-1 - - .1645E+ii1
-
-
-
c/APGRATION ???-!); - - - - -
2 !NFL 'W,TOTAL .6264E+01 - - .1327E+01 .4334E+00 .4357E-02
INFLOW, NET .6264E+01 - - .1321E+01 .4334E+1);) .4357E-02,
BYPASS .0000E+00 - - 0000E+00 .0000E+00 .011011E+00
11c "D OUTFLOW 6293E+01 - - 3135E+00 .8095E-01 .1161E-02
RESIDUAL FLOW .-6+'OE+00 - - .0000E+00 .0000E+00 .0000E+00
REMAINING - 1662E+05 - - - -
DErTH - - 19'98E+01 - - -
EVAPORATION 1626E-02 - - - - -
3 INFLOW, TOTAL 62KE+01 - - .3135E+00 .8095E-01 .1161E-02
INFLOW,NET .0293E+01 - - .3135E+00 .8095E-01 .1161E-02
BYPASS .0000E+00 - - .0000E+00 .00110E+00 .0000E+00
TREATED OUTFLOW 8432E+01 - - 5415E+00 257E-01 .1944E-02
RESIDUAL FLOW .!C6VE+00 - - .0000E+00 .0000E+00 .0000E+00
REMAINING - .6101E+04 - - - -
DEPTh - - .1421E+01 - - -
cVAPORATtON 14`92E-02 - - - - -
4 INFLOW,TOTAL .6432E+v1 - - ,5415E+00 .9267E-01 .1344E-02
itiFLOW,NET .4432E+01 - - .5415E+00 .9267E-01 .1944E-02
BYPASS 1110E+iw
0 - - 0000E+00 ,0000E+00 .0000E+00
TRLHTcD OUTFLOW 1126E+02 - - ;;775c+00 .8123E-01 .21183E-02
RESIDUAL FLOW Woot+iiv - - GJVOE+t}v .v0V0E+00 .0000E+00
', ,,,,,,
itCllhllYlliU;. .
i1 Y7C+!iy -
-
-
-
DErTH - - i475E+01 - '
EVAPORATION iv34E-v2 - - - - -
5 INFLOW, TOTAL .110E+02 - - `„ 7jE+00 .8123E-01 .2083E-02
INFIOW,NET ii26c+02 - - .5775E+00 .8123E-01 .2083E-v2
BYPASS C+vJVE+00 - - .0000E+00 .0000E+00 .0000E+00
TREATED OUTFLOW iol E+02 - - .2519E+00 .3270E-01 .2019E-02
RESIDUAL FLOW .0000E+00 - - C06'E+00 .0000E+00 .0000E+00
r'cMAINING - .4600E+05 - - - -
DEPTH - - .1766E+01 - - -
EVAPORATION 8125E-02 - - - - -
MAR 4, 1984 1410.00 1 INFLOW, TOTAL "!l, ''9"E+01
t
L - - .5662E+00 .1244E+00 .2027E-02
INFLOW, NET Z0
'32E+01 - - 5662E+011 .1244E+00 .2021E-02
BYPASS .0000E+00 - - .0000E+00 .0000E+00 .0000E+00
TREATED OUTFLOW 1212E+01 - - .46122E+00 .4074E-!)i ,1312E-02
RESIDUAL FLOW ,0000E+00 - - .0000E+00 .0000E+00 .0000E+00
REMAINING - .2571E+04 - - - -
DEPTH - - .1400E+01 - - -
EVAPORATION 4732E-03 - - - - -
2 NFLOW,TOTAL .2212E+01 - - 4612E+00 .4074E-01 .1912E-02
INFLOW,NET 2212E+01 - - .4612E+t}0 .3074E-01 .1912E-0'2
BYPASS GGOvE+00 - - 0000E+00 .0000E+00 .0000E+00
TREATED OUTFLOW 3343 E+0i - - 7390E+00 .8604E-01 .2944E-02
REbiDUAL FLOW .00v0E+00 - - 01100E+00 .00011E+00 .0000E+00
Rci Ai iN-3 - 1211E+0J - - - -
i+EFTH - - .1624E+01 - - -
EVAPORATIuW .... '
i GGL .. - - - - -
DATE TIME UNIT PARAMETER r-LOW

------------- ------- ----
---------------- CF J
----------
l II, LOW, I G I ML .334'70+V 1
i4vr LUW, trt T .3349E+211
n. `S
i 1 ASS

, i1liQQt+(iii
i'CHTEii uUTFLOri

JCr I -I -

vFLUW,10THL -: c+v;

3Yr•A3 i,'!yr riA'I
TRaHTtu OUTFLOW 3i1bE+41
KcJ1DUAL fL0 0 ii00E+f)o
".CfIH1N IVh -
ul_f ) rl
cvAF'ORAT1ON 6532E-113
5 INFLOW,TOTAL .3908E+01
'NFLOW,NET .3908E+01
DYPAS3 , 0(10") t+ll I'
TRtHTED OUTFLOW .7418E+01
rESIDUAL FLOW C)v{..,WE+v0
REIN A1NI1VU -
JLi I -
t',Mi•ORATI7N 5987E-02
MAR 4, 1984 15 .00 1 1NFLOW,IOTAL 1495E+01
I
NFLOW,NET i495t+vi
o`irH33 . ijUVVC+1129
TREATED GUTFLUW 4E+01
RESIDUAL FLOW +0
R.Ei AIN-P+G -
DEPTH -
EVAPORATION 4.,; t-ij3
2
OT A HL
INFLOW II
.1544E+I1
INFLGW,irET i544E+01
E
A .. 7
T
TRE
TREATED OUTFLOW ..4721+01
RESIDUAL FLOW vvi, )c+00
REMAINING -
DEPTH -
EVAPORATION 1524E-02
3 INFLOW, TOTAL .2472E+01
INFLOW,NET .2412E+01
BYPASS .VOC-E+00
TREATED OUTFLOW .2758E+01
RESIDUAL FLOW .0000E+00
REMAINING -
DEPTH -
EVAPORATION .1133E-02
4 INFLOW, TOTAL .2758E+01
INFLGW,NET .215oE+O1
BYPASS .0000E+00
TREATED OUTFLOW 2biic+(ll
RESIDUAL FLOW .0004E+00
REMAINING -
DEPTH -
EvnPuRATION .578E-03
5 iiVFLGW,T0TAL 2o1 t+01
lltif LUfY, IYC I L6i 1C+)!t
67PAJJ JC+UI .
i R.CHTCiI UUIr LUW ,36E ]CTS%1
Rt6iOUHL FLOW ,iutvc+GO
RE AiNiNG -
t'vHruRFiTIu'N ..iu;,+t-iii
STuRAGE DEPTH SUS.SOL TOT COLI METALS
CU FT
--------- FT i1G/L
---------- ---------- MPN/L
---------- MG/L
----------
- - .7390E+00 ,8604E-01 211»»c-v2
- - .1390E+00 ,8604E-01 2944E-02
- - .jcm)")C+l)Q 0006-+oi) 1Cf!ji
- - C,3o3't+vv u33ot-.." »t-V2

- - ,J.iV]i_r Uit .33330-il .J4C-'Ji

- ?7n-.
- ?36jE+0C
.3336t-O1
??u»E-tj2

- - 4446E+Otj .1902E-01 20E-02
- - ,vQv;;jct00 ,21060 C+00 00 -,,,c+(,()
1559E+04 - - - -

- - .4446E+00 .1,301E-01 .1830E-02
- - .4446E+00 .1901E-01 .1838E-02
- - .6000E00 .0000E+00 .000':jE+00
- - 3224E+00 .2229E-01 .1498E-02
- - 0000E+00 00vtjE+00 1)l;tjOE+00
. -66E+05 - - - -
- .1418L+01
- - .50J4C+UU .1039E+00 .1833E-02
- - 5654E+00 .1039E+00 .1633E-02
- - OOOOE+00 .0000E+00 .0000E+00
- - .4344E+00 .2755E-01 .15SBE-02
,i_iVOOE+00 .i)?II??Ctotj vi.,jVE+l)II
.2310E+04 - - - -
- .1J14CTV1 - - -
- - .4344E+00 .2755E-01 .1588E-02
- - ,4344E+00 .Li'J3C-01 .15oSE-02
- - .0000E+Ov .v 000E+00 .2,000E+00
- - .2954E+00 .1506E-01 .1511E-02
- - 00G0E+00 .0000E+00 .0000E+00
.6631E+04 - - - -
- .1307E+01 - - -
- - .2354E+00 .1566E-01 .1511E-02
- - 2354E+00 .1566E-01 .1511E-02
- - ,0000E+00 .0000E+00 .0000E+00
- - .4671E+00 .1521E-01 .2192E-02
- - .0000E+00 .0000E+00 .0000E+00
.4371E+04 - - - -
- .1221E+01 - - -
- - .4611E+00 .1521E-01 .2292E-02
- - .46111E+00 .1521E-01 .ii92E-02
- - .0000E+00 .0000E+00 .0000E+00
- - .4821E+00 .9336E-02 .2259E-02
- - .0000E+00 .4000E+00 OCCOE+1)0
,1348E+04 - - - -
- .1229E+01 - - -
- - .4821E+00 .9936E-02 .22 9E-02
- - .4021E+00 ,9936E-02 2259E-02
- - 21000E+00 90021E+00 .0000E+00
- - .2164E+00 .9373E-02 .1C81E-02
.0000E+00 .0000E+00 .0000E+00
.43 /LtO3
- -
-
-
_ .1c7JCrU1 - - -
DATE TIME UNIT PARAMETER FLOW STORAGE DEPTH SUS.SOL TOT CDLI METALS

------------- ------- ----
---------------- CFS
---------- CU FT
---------- FT MG/L
---------- ---------- MPN/L
---------- MG/L
----------
MAR 4, 1984 1550.00 1 iNFLOW,TOTAL ,1194EE+01 - - .5654E+00 '"i'70/E-01 .1730E-U2
INFLOW,NET 1194E+01 - - 5654E+00 .9301E-01 .1730E-02
?rrti?7 .,i?iljilc+1171) - - .UUUUE+O1,) ,+; l;j;)E+;jfi iliE+(10
iE'c;TcC UUTFLuiY E7U1, - - »1v3E+1111 2250E -77E-02
C 11?IJ11L 1 LJ .., r .:_T kl!. - - r i%),j; ?tlii. . j'.j '[ i?l .,i[TU(I
', C!;!111 i1!Yli
I![I !(7 ? .11.71E-'v1 _ _ _

c ii, LIJrf.!.JTAL 4 1JiC+t%; .r'LJJC-ill - it-!:J;:

0 !('M ]J , T lJ 1,.l
,1J 11Ot tllll
./
.:J11 1I1J[
t1Jll
l/
.l, ilf`+111!
t'cnicu UUttLUW CTU1 - - LlIC+fIV 101 E-02 f?E-02
1
r,C?IUUHL f LJF9 i vc TVv - - I A.,vc+; l !;lUUC+V0 ::710E+; 0

?Cf Ifi - - .IGL/CTU1 - - -
LY Mf umlI liJ 1I
3 INFLOW, TOTAL 13715E+01 - - 2211E+00 .7015E-02 .1ii9C-02
1NFLC+0,NET :a7:c+01, - - .2211E+00 1015E-02 ii59E-02
C. ' ' :
I A ] 711;11 +4 1 _ _
uvu Oc+O1,
.00011E+00
.00':jUE+00
TPEA-TED OUTFLOW i4o»c+'11 - - 1745E+00 .2461E-02 l'j;8E-02
r'c3I DUAL FLOW );:%ijOE+C1, - - 0000E+00 l1, tj0E+U0 jOc+00
REMAINING - .5701E+U4
- -
-
-
DEPTH - - .1136E+01 - - -
EVAPORATION .97/9cE-03 - - - - -
4 INFLOW,TOTAL .1434E+01 - - .1745E+00 2461E-02 .1068E-02
INFLOW,NET .1484E+01 - - .1745E+00 .2461E-02 .1068E-02
8Y 'ASS 00011E+00 - - 0000E+00 .0000E+00 .!0010E+00
TREATED OUTFLOW i5rE+U1, - - .1749E+00 .1321E-02 .1070E-02
RESIDUAL FLOW 0000E+00 - - 0000E+00 0000E+0Ci .0u0i)E+00
REMAINING - .1062E+04 - - - -
DEPTH - - .1140E+01 - - -
EVAPORATION .4i49c-03 - - - - -
5 INFLOW, TOTAL .1523E+01 - - .1749E+00 1321E-02 .147'0E-02
iNFLOW,NET .iJL.'Cto 1 - .1749E+00 .1321E-02 .1070E-02
.'(PASS .vvvvE+00 .0000E+00 .0000E+00 .0 A"0E+00
TREATED OUTFLOW «1?E+01 = _
.1260E+00 .3661E-02 .1115E-03
RESIDUAL FLOW vvOvc+00 .0000E+00 .0000E+00 .0000E+00
REMAINING - .2060E+05 - - - -
DEPTH - - .1199E+01, - - -
EVAPORATION 1Ji a-02 - - - - -
MAR 4, 1984 1640.00 i iNFLOW,TOTAI j7 47c+00 - - .505E+00 .3335E-01 .1118E-U2
I;,rLuW,rJET 9741E+00 - - 56J5C+UU .8335E-Lil .1718E-02
a'(rAa? 00110E+00 - - 11000E+1111 0000E+00
0000E+00
TREATED OUTFLOW .9952E+0,0 - - 3984E+U0 .1931E-01 .1420E-02
RESIDUAL FLOW .,j000c+00 - - 0000E+00 .0000E+00 .0000E+00
REMAINING - .2084E+04 - - - -
DEPTH - - .1239E+01 - - -
EVAPORATION .41,83E-03 - - - - -
2 INFLOW, TOTAL .9952E+00 - - .3984E+00 .1'331E-01 .1420E-02
INFLOW,NET .9952E+00 - - .3984E+00 .1931E-01 .1420E-02
BYPASS 0000E+00 - - 00110E+00 0000E+00 .0000E+00
TREATED OUTFLOW .1061E+01 - - .1981E+00 .5516E-02 .9909E-03
RESIDUAL FLOW .0000E+00 - - ,0000E+00 .0000E +0u UuvOE+UU
REMAINING - .1500E+04 - - - -
DEPTH - - .1199E+01 - - -
EVAPORATION 1411E-02 - - - - -
3 iNFLOW,TOTAL .1061E+01 - - .1981E+00 .5516E-02 .9309E-03
INFLOW,NET ,106ict01 - - .1981E+00 .5516E-02 .9909E-03
B''(r'ASS )i00E+00 - - 0000E+00 .OOOOE+00 .UUUUE+00
TREATED OUTFLOW .iii;Etili - - .1354E+00 .1418E-02 .8484E-03
RESIDUAL FLOW .u000t+Ou - - .0000E+00 .0000E+00 .00110E+00
%EllAINING
tfTai - .3518E+04 - -
.1104ETlil - -

t'vHPORATiCid - - -
DATE TIME UNIT PARAMETER FLOW STORAGE DEPTH SUS.SOL TOT COLI METALS

------------- ------- ----
---------------- CFO'
---------- CU FT FT
---------- ---------- MG/L
---------- MPN/L
---------- Mh/L
----------
4 INFLOW, TOTAL ,"i7s+0' - - ,1354E+00 .1413E-01. .3434E-03
iNFLOW,NET IiliEtoi - - .1354E+00 .1418E-02 .8484E-03
e ?ASa lv;ivE+i)) - - .0000E+00 0000E+oo .0000E+00
TREATED OUTFLOW :i=E+0i - - 1215E+00 .5624E-03 6C/3E
"-]:Ui1HL FLOW : ,,,JC tIJ,J - - f)OOE+OKI ,?iJi)IE+Qi-i ? iE hi,i i,i
rINING
uEP T ri
C1YHfUR.HIIIJ!i __.=L'":ice - - -
J lilt LOW,TOTAL :QCTUi - - l•Jt T41?U i ,.jQ?;?E-ll.j iv •;'i.jL '.-.]
11YF LUW, l\E I , 1 . uOLTQ' _ - , 12,15E+00 , 5QL+E-U5 , 6J * l .iC-U.;
QIr Hb-J vjLTVj - - iiviiiiE+VV 0000E+00 ji)ijijE+i)l)
RtHICU u2,l Lun .+ CTO1 - - 1%Y'JL'+ille .iGU'Jt'VL i.0!E-U
CJIUVHL FLOW .Ct!ji-- - - ,(jii110Erijlj -E+ 00
? iUCt

inI Lr] c
Dti'il1 - I14JE tUI - -
C?HruRhii uN +LiGC-Ui - - -
MAR 4, 1984 1730..)1:1 i ;OfF -OBI I .?I„L %QC, .c ri,ilf - - JbJSC+UU i01Jt-01
- JJJL?U
11VI'LUN, ACi JGQ?cTvu - - .5655E+uO 817, D I
. IIiA UZ
";PASS J v'icTUU - - :00!12,+1111 jiiililE+1111 Vijvi E+0O
T?,EMTED OUTFLOvi j; ;4E+ifv - - jo +i1U 1119E-iii iadiE-02
icS DUAL r LOW cTi ii - - i,)iiQE+l)ii j+Q i ; ji)vE+i1J
RCI'IH IIV 11V1] - .2,057[+U4 - - - -
uCF1H - 12, 24E+Vl - -
cUriPORATION 4130E-03 - - - - -
iriFi 7W, TOTAL aov4c+UU - - ...;030E+00 .1719E-i?1 .1381E-02
INFLOW, NET .6ov4c+00 - - .3830E+00 .1719E-01 .I381E-02
oYPASS 111)(I,)c+00 - - vi)g0E+00 .0000E+00 .0,0v', )E+1111
TREATED OUTFLOW ..447.r-t0U - - .1811E+00 .4822E-02, .9117E-03
R
RESIDUAL FLOW UOi)uc+i?0 - - 00010E+00 Q00()E+00 .0000E+00
REMAINING - .7292E+04 - - - -
DEPTH - - .1178E+01 - - -
EVAPORATION .140,0-E-02 - - - - -
3 INFLOW, TOTAL .9474E+00 - - .1817E+00 .4822E-02 .9111E-03
INFLOW,NET ^-474E+00 - - .1817E+00 .4822E-02 .9111E-03
e`r`F'naa VVi ik:iE+Q(1 U?lOUE+I')U ?VUUE+OU . 0000E+00
TREATED OUTFLOW .J6-7+00 = = .1159E+00 ,1145E-02 .7147E-03
RESIDUAL FLOW i; GvE+i?0 .0000E+00 .0000E+00 .0000E+00
REMAINING - .3497E+04 - - - -
DEPTH - - .1091E+01 - - -
EVAPORATION .o_ii)E-03 - - - - -
4 1NFLOtwl IUTAL jtQOC+UU - .1153E+00 1145E-172 .7147E-03
!NFLOvi,tiET 9GooCTUQ - - .1159E+00 .1145E-02' .7147E-03
6'/PAaS iivi.GEt00 - - 0000E+00 01100E+1111 0000E+00
TREATED OUTFLOW lotic+00 - - .1020E+00 .4053E-03 .0`631E-03
REa1DUAl FLOW vivE+00 - - .0000E+00 .0000E+00 0000E+00
REi7AIi 3 - .9493E+03
uEPIH - IV'jLCTVI
EVA-GRATION L.QC-UJ
J li"VFLUW,TOI'HL IJQ,LtUU - - IU::Ut+UU 4053E-!13 .Gb31E'U3
iirFLOi?,ir'EI Rio E+1115 - - .1020E+1111 .4053E-03 .5031E-03
6YPAS3 OOiIvE+00 - - vv00E+00 0000E+00 .0000E+00
TREATED OUTFLOW .1995E+00 .1628E-02 .1311E-02
RESIDUAL FLOW vvi,ut+00 - - .0000E+00 .0000E+00 .0000E+00
REMAINING - .1640E+05 - - - -
DEPTH - - .IIIIE+01 - -
EVAPORATION .4010E-02 - - - - -
MAR 4, 1984 1820.00 1 INFLOW, TOTAL 10;E+00 - - ,5655E+00 ,7340E-01 .1771E-02
INFLOW,NET 1o')LE+00 - - .5655E+00 .7340E-01 .1771E-02
BYPASS .'000E+00 - - 0000E+00 .0000E+00 .0000E+00
TREATED OUTFLOW 172E+00 - - .3730E+00 .1597E-01 .1355E-02
RESIDUAL FLOW .0060E+00 - - 0000E+00 O OOOE+00 .0000E+00
REMAINING - .1993E+04 - - - -
DEPTH .1209E+01

EVAPORATION
.i0 biE-03 - - -
DATE TIME 6N!T FARAMETER FLOW S KAi7E i,EFTH SUS.SOL TGT COLI METALS

------------- ------- ---- ----------- ----- i•FS
---------- CU FT
---------- FT mG/L
---------- ---------- MPN/L
---------- MG/L
----------
2 INFLOW, TOTAL 171yl.E+00 - - 30E+00 15,37E-01 .1355E-02
INFLOW, NET %1 =toil - - .3734E+UU 1597E-u1 1 55E-U:

DiPASS
?IfJii'tJEtil!1
-
- .;iif_ _:C+i-1!
, iiiyj(IEt!h) r
I)iiO[tilt)
7-E, llE- D 6 UIr LUW l CTQii - - .1D7JCtl11) .YcYYE-?1:. .Lv.i 7E '.i :1
Ea LIJH FL.7, ET:)ij - C';j _I j,i T J„ iE= i;l

-
CO- in c

•? iIiFLUW, TOTAL .J4 aC+11O - - ID jJC+Oll ,Y`44C'0 2 d G3" jC- Q3
,NrL,W,1vtI oY.,trTiiU - - 1691E+VO 4)44E-Vi n r- DCJ'ic-ilJ
n`iP, SS 00v "'No - - :j0livE+01 0000r+0 ODUUE+uO
TREATED OUTFLOW 06<_C +00 - - iu3'E+u0 .1000E-u2 G4°lE-u3
?E310dAL FLJW 0000E+00 - - 0() 00E+00 .0000E+00 0,)00E+00
REMABIN.b - 3434E+04 - - - -
DEPTH - - .11131E+ijl - - -
EVAPORATION 06") JE-03
.,.r, , 1
Y IHr LOW, TOT" I HL -..E
.OD:J+I)O
- f,. -.zC -
- IUJD+I)1) .---
, iQ?lt'JE't)i. 0
. 0411 'UJ
iNFLUW,irEl DGtxtUV _ _ 1UOetti'0 .10!(0E-02 .6451E-1(J
L tr'iia5
, kl06 )E+ij;i 1( t00
I I CU UU I F LJW 70CTVIJ
. 00 - - . 00 05('111 ? f U
K1 OE-. i ` 41
--j :E- 3
RCJiUUHL FLOW t+0i) - - i;iiijrtljii (iiijt+fip 0111;[1(+i)ii

DcriH - - iv t+0i - - -
EVAPGRATiGN ..1177E-0, - - - - -
5 iNFI UW, IGIA L .007GCTV0 -
.665E-01
3
.3260E-03
.334Jt-03

11Yr LUYI, iYC 1

.uD70CT1Hi

- _

- .060JC-O1 _ C -
-
..JLDVLV;,
cn.,c n
. JDYJ - J
dir Hai ;1dOC+uO - - il)u[tlii) .9Uu0E+00 0i)0uE+0Q
UTF
T:E
AT a u
Lu++ .'?365ET0G - - 1366E+00 .2349E-02 1321E-G2
_
_
?``
1'.CJ IJ1JHL rLUH .,JVIj\,c+V1 , - - ,1111 i)llEtl)0 ,;JI)(,1 iJE+()i) .x;11; 1J f%C+i)0i
REiltiiJG - .1792E+05 - i - -
DEPTH - - .10,33E+01 - - -
EVAPORATION .a396E-ii2 - - - - -
MAR 4, 1'384 1910.00 1 INFLOW TOTAL 6711E+uii - - .5650E+00 .6817E-01 .1770E-02
inFLGW,NET .6711E+00 - - .5656E+G0 .6877E-01 .1770E-02
3`irA5S
TREATED OUTFLOW G00UE+QO
0641E+0G = _ .0000E+00
'2581E+00 .0000E+00
1489E-0I j000E+00
1322E-02
RESIDUAL FLOW u000E+00 .0000E+00 .0000E+00 .0000E+00
REMAINING - .1949E+04 - - - -
DEPTH - - .1194E+01
-
-
-
EVAPORATION .4027E-03 - - - - -
2 INFLOW, TOTAL .6341E+00 - - .1131E+00 .1439E-01 .1322E-02
iNFLGW,NET .6841E+00 - - .3581E+00 .1489E-01 .1322E-02
BYPASS OOOOE+00 - - 0000E+00 .0000E+00 .0000E+0u
TREATED OUTFLOW 74116E+00 - - .1585E+00 .3756E-02 .8265E-03
RESIDUAL FLOW .0000E+00 - - .O000E+00 ODUijE+OU .0000E+Ou
REMAINING - .6,305E+04 - - - -
DEPTH - - .1139E+01 - - -
EVAPORATION 145,,E-u2 - - - - -
3 INFLOW, TOTAL .-OKt00 - .IJQJC+UG .?7J0C'U4 .82o5E'i13
INf LiJtI ?4v6E+GU - - .1535E+OU .3756E-02 .8265E-03
B'iPASS v00E+uv - - .0000E+00 .0000E+00 .UV00E+00
TREATED OUTFLOW .7517E+00 - - .9232E-01 .0793E-03 .5945E-03
RESIDUAL FLOW 00IGE+00 - - (1000E+00 .0000E+00 OUV )0
REMAINING - .JJlLCTG4 - - - -
DEPTH - - iu7lE+Ui - - -
E'yAPGRATION 66 4E-03 - - - - -
4 FUW, I
iii L GTAL

;.7E+liij
7
-

1232E-01
-

.373?C l1 i
-

J.
74J -O3
i,NFLOW,NET i5 7E+0v - - .9232E-01 .87300E-03 .5,345E-03
BYPASS 00v0E+00 - - OOOOE+00 .0000E+00 .00110E+00
TREATED OUTFLOW .7667E+00 - - .7775E-01 .2604E-03 .5304E-03
RESIDUAL FLJW .00011E+00 - - .0000E+00 ,0000E+00 .0000E+00
REMAINING
DEPTH - .9025E+03 - -
.1072E+01 - -
EVAPGRATIOW .269; [-iii
DATE TIME UNIT PARAMETER rLUW STORAGE DEPTH SUS.SOL TOT OOLI METALS

------------- ------- ---- ---------------- crS
---------- Cu 'r T FT
---------- ---------- iri L
---------- MPN/L
---------- MG/L
----------
J 11VfLUW,1UTHL 6o'3c+00 - - .7775E-01 .2604E-03 .5304E-03
1 rLUW,Arl nC.._ErvY
• - - .7715E-01 .2604E-03 ?4E-03
- ry.» '.nf.r;f[1iltf - - ,UlllJt)C+lJlj i0iJ6E+iji1 i;i.j;lc+ij0
r.Lnt Lu uuif Luln

MAR 4, 1934 2O ,, uTAL 0C+.u,) 6611E-.J1 1E-jz
/IiFLUW,IYCT :1CT'.iV - Jbjbt+l)V ,EbllE-i%1 .1 G;E

J liiiJJ
tUii
- -
,UaUiIC+1111 r
,ti iQll?,tiJli
LJi; i;1C+Uii

.rhTc7i OuTrLOW
I f,
=.6E+uJ
- -
04'9E+06
.1392E-Oi
1]•iic-02
?rr?i r•
coluUAl FLOW .illii
E+tjii
- -
_i0ilijc+iitj
iJljiiijc+flii
ti;liE+(jij
RErAii IN6 - 1914E+04 - - - -
DEPTH - - .118OET0i - - -
E'iAPORATION 33 E-03 - - - - -
iNFLOW,TOTAL 63'16,-+06 - - 3490E+00 1392E-0i 1301E-02
it FL" I NE T 63 SC+iJO - - 3490E+00 .1392E-61 .1:01 E-02
`i r AyS c+ijij - - '0400 , 0000E+00 "'+00
TREATED OUTFLOW .6754c+00 - - .1506E+00 .3457E-02 .6614E-03
RESIDUAL FLOW 0000E+00 - - OOOOE+00 OOOOE+00 O(i00E+00
REMAINING - .6788E+0,4 - - - -
DEPTH - - 11217E+0I - - -
EVAPORATION .144bE-02 - - - - -
J l1'if LUNt,VI AL . 0! QtiC+UU .1:,ubt+U6 . 343 /c-U2 . ali 14C'63
r?
iii(' LUn, r+Lvl
. bi'_YC'?lif eco-
1JOC+60 -: c?
. A' 4 -tit
. bU l'?t-UJ
aYYHJJ .0V`00C+UU v- 000E:00 .VO':IUE+VU
I I{LH I LU OU I h LOW , GC. H+01v . 3 4014E-01 • 3003E-013 ..16012E-0o
Rt6iDUAL FLOW Gfi:iGc+00 - - 6000E+ijij 1i006E+ii6 6000t"+00
I •.Cr;iA1yIIib •JJJ0L+04 ?
uCPTH - - .1U6JCTV1 -
C-1APGRHI ION .OJLJC-0o - -
4 iIiFL 0''iITOTAL .06jlE+00 - .3404E-01 .3009E-01) .Qov/c-O3

14FLOW,NET
bOJJCTUU
.8404E -O1
.8007
- ^"E 0'
.56012 - Ls
d f FA I
TREATED OUTFLOW .:ivt:Ut*00
QoiiEToo = = .'vUUUE+UU
bK'K-01 _
. UULJUC*l%U
23E-03
' .0vu0C+UO
.4936E-03
RESIDUAL FLOW vijVC. 0 .0000E+00 .0000
E+6 U6UOc+OO
REMAINING - .8861E+03 - - - -
DEPTH - - .1065E+01 - - -
EVAPGRATION .211 c-Ij3 - - - - -
5 INFLOW,TOTAL 6611E+00 - - .6919E-O1 .21232E-03 .4936E-03
INFLOW,NET .68193E+00 - - .6979E-01 .2232E-03 .4936E-03
BYPASS Viii?0c+00 - - OOOOE+00 .0000E+00 .6060E+00
TREATED OUTFLOW 7610E+00 - - .12102E+00 .8900E-03 .9592E-03
RESIDUAL FLOW 0000E+00 - - 0000E+00 .000OE+00 0000E+00
REMAINING - .1733E+05 - - - -
DEPTH - - .1072E+01 - - -
EVAPORATION .5758E-02 - - - - -
MAR 4, 1984 2050.00 1 ItdFLOW,TOTAL 57;3,-+00 - - .5b56c+OU .6367E-ill 1769E-02
INFLOW,NET -iil,E+00 - - 5656E+00 .6367E-01 .1769E-04
BYPASS VvooE+00 - - OOOOE+00 .0000E+00 .6000E+00
TREATED OUTFLOW 5929E+00 - - .3414E+00 .1338E-01 ,121B4E-02
RESIDUAL FLOW .0000E+00 - - .0000E+00 .0000E+00 .0C)00E+00
REMAINING - .1681E+04 - - - -
DcrTi - - .1161E+01 - - -
E',AruRATiOiJ J1J7E-03 - - - - -
2 i ,LOW,TOTHL JI21E+OU - - 3+i4L+00 .lo;ac'Ul 12154E-02
INN LUW,IYCT .5929E+00 - - .3414E+00 .1330E-01 .1284E-02
n..r.
y7riibo
01100E+iO
- -
UiiijllE+UU
.0,000E+00
.UOUVc+IJU
TREATED OUTFLOW .6204E+00 - - .1442E+00 .3253E-02 .7817E-03
iitbiDUAL FLOW 66v 0c+00 - - 11100E+00 .111100E+00 .0000E+00
REMAINING
ucr i fl - .b6o7E+O4 -
1117-+"! - - -
tVMf UR. riTiLiN .:r4-C- VL
DATE TIME UNIT PARAMETER FLOW STORAGE DEPTH SUS.SOL TOT COLT METALS

------------- ------- ---- ---------------- CFS
---------- CU FT
---------- FT MG/L
---------- ---------- MPN/L
---------- MG/L
----------
3 INFLOW, TOTAL 6204E+00 - - .1442E+00 .3253E-02 .7217E-03
INFLOW,+ET C-:j4c+00 - - .1442E+00 "WE-02 .7617E-03
Y 'AS3 060 )E+ii0 , 60 6-+oo ;•' 00E+00
TREATED uu l f Lbn I j V, 'U 1 . i [mot
E+!!II
?.Ci1MiiYlIIU _?JI CT:r7 - - - -
Uri Ifl - i?J .i

:IYf LUW, i U ML
?.:'_TII II
- C-iii }
. i dbC V.,
!?YrLLi W,AC CT'JV - - r Q -c-iii i?•Jtr-J.; LC-!J3
HIl)tiETOO trj(ic+!iii
ChI FU 'JU If LUW ..
ID+JAL FLOW VV cTt - - c+::i i?00t)E+;u is+)(
P.C I'ih 11Y 11Y1] - .b!34C+1,)3 - - - -
1060E+01 - - -
E AORATION 6722-05
-
- -
-
-
J I,Ir LUW, IUIML O.i.t[TUU 1[-')J ,4c':4t-??]
i ?Yf LOW, NET .bL•ctC TUV - - .64 4f C-ul .l9blE-93 .'rb i4C-U3
.i(j11f,,E+00 E+!)U
-lREATED OUTFLOW 65 5E+Vo - - 7153E-01 .3469E-03 .0537E-03
RESIDUAL FLOW

v c+tiO
.0
;j v

ti000c+v0

0V00E+00
REMAINING - .1714E+05 - - - -
DEPTH - - .1065E+01 - - -
EVAPORATION .3713E-02 - - - - -
MAR 4, 1984 2140.00 i iNFLOW,TOTAL JJ bCTt)U - 5656E+00 6102E-01 .1108E-02
PdFLOW' ,19ET 5330c+00 - - 5656E+60 6102E-GI 1168E-02
of M53 , i)000L- 00 - - .0000E+00 .0000E+00 .00,00[+00
TREATED OUTFLOW 54i:,c+00 - - .33319E+00 .1291E-01 .1263E-02
RESIDUAL FLOW .11000E+00 - - .OOOOE+00 .0000E+00 ,0000E+00
REMAINING - .1246E+04 - - - -
DErTH - - .1153E+01 - - -
EVAPORATION 36oE-03 - - - - -

i iii LUW,IOTAL
.Jto.c UU
-
- ..i3i'jt+tj?J
.Hilt-!)1 1
.1L03E-02
iNFLGW,NET
BYPASS J403c+00
VV6,)C+OG - - 3319E+00
0000E+00 .12'91E-01
0ij00E+00 .1263E-02
.0! 00E+00
CREATED OUTFLOW o03E+00 = =
,1382E+00 .30'97E-02
4 .1633E-03
RESIDUAL FLOW ,00 04c+0!i 01iG0c+00 .0000E+00 Q.
REMAiNING - .6586E+04 - - - -
DCi I f - - .1107E+01
-
t',r AF Gmi-il i 0 N
3 iNFLOW,10TAL 560, + UU
JG:C-
,1JdLC+?) 17Er
,JU -UL tJ '^E-03
/J
F,
inrLli',it)
.`6Gc+Ou
-
- .1382E+C)(i
,309"fE-02 .
.-ib3JE-U3
BYPASS uiviic+00 - - .0006E+00 .0000E+00' 0000E+00
TREATED OUTFLOW .5/OLt+U0 - - .1133E-01 .6837E-03 .5635E-03
RESIDUAL FLOW .00001E+00 - - .0000E+00 .000OE+00 .0000E+00
REMAINING - .364E+04 - - - -
DEPTH - - .1054E+01 - - -
EVAPORATION 8326E-03 - - - - -
4 IriFLOW,TOTAL J702t+00 - - .7133E-01 .0831E-03 .5095E-03
I'FLOW,NET .5762E+00 - - 7133E-U1 .6237E-03 .5i!55E-03
BYPASS .0000E+00 - - 0000E+00 .0000E+00 .0000E+00
TREATED OUTFLOW .5798E+00 - - .5696E-01 .1760E-03 .4312E-03
RESIDUAL FLOW 0000E+00
-
- 0000E+00
.0000E+00
.0000E+00
REMAINING - .8615E+03 - - - -
DEPTH - - .1055E+01 - - -
EVAPORATION .2571"E-03 - - - - -
5 iNFL)W,TOTAL 5-i'?oc+00 - - 5696E-01 .1760E-03 .4372E-03
INFLOW,NET .575SE+00 - - .5696E-01 .1100E-03 .4372E-03
BYPASS 1100E+00 - - .O000E+00 OOOOE+00 OOOOE+00
TREATED OUTFLOW o251E+00 - - .5402E-01 .1995E-03 .5403E-03
RESIDUAL FLOW vv c+0i) - - .0000E+00 .0000E+00 0000E+00
REMAINING
U - .1639E+05 - -
.1U5'jC
+UI - -
V
-
E
YhIfURnTION --'- -
.041 GC-UL - - - -
DATE TIME UNIT PARAMETER FLU'W STORAGE DEPTH SUS.SOL TOT COLI METALS

------------- ------- ---- ---------------- CFS
---------- CU FT
---------- FT MG/L
---------- ---------- MPN/L
---------- MG/L
----------
MAR 4, 1984 2230.00 1 INFLOW, TOTAL 4700E+00 - - .5656E+00 ,5783E-01 .1168E-02
INFLCW,NET - .5656E+04 .5783E-ail 1768E-42
BYPASS 07140E+()0 - - OOOOE+00 OOOOE+00 .0000E+00
TREATED OUTFLOW .4074E+00 - - 3218E+00 7233E-iil .1241E-02
'••?IDUHI FLUW lily; ;c+7111 ,;';=lE+7771 (1jQE+11[1
r-MAiNING - 18i(5E+04 - - - -
L[r .. - 1 [
EVAPORATION 3 5E i3 - - - - -
.. lilf?UW,IUIttL ,?OYL[T!1U - - .11 131+0ii 1cJJC-01 .1L41E OL
1Wr LUW, NET .TQYL[+LIIj .JL 16C+OV LLJJC-tI .1LYSC-OL
C1r,yJJ CfVJQ - :Iliijil[Tlltj j,,yoEtijlj 1I)llCiE+l)(1
TREATED SUITLUW -LCTVQ - .1312E+00 •L1JJ[-UL 111) -
,
RES1uU' FLUW
ilE+Dlj
-
- ilsi0vc+Oij
1111,7E+7771
4ijijE+00
EriAINING - .0 00E+04 - - - -
uEPTH - - 1V:l c+ijl - - -
[vnrjr:MI Iuil
4J [-V?
-
- -
-
-
J Ihf LU('I, I U INL .JL"-[tt_iil - - .lJLLC+00 L7UJC-'JL .744,1E-0J
LWr LUW,'ir I .. 1??[Tllll - . 1322,E+06 . L-JJC-UL i Y4 J
J vJ
C
?IrN-J ".1
CTVU - - 'JIi!J[TII:) ?Ik, ,I is+ljl) 1 L
..11?uL+00
'EA TED ..
Tr.EiiTEU uultLUW
JL?xTU(j
- f-
- .6691E-01
.64'7 E-43 „ ^
.490E-OJ
RESIDUAL FLOW V.V.c+OO - - v0 00E+04 ,04iiOE+00 .000OE+00
REi1AiNING - .3213E+04 - - - -
DErTH - - .1049E+0i - - -
EVAPORATION O24v-C-03 - - - - -
4 IiFLOW,TOTAL 52,c+00 - - 6692E-01 .0493E-03 4920E-03
INFLOW, NET +lv - - 66'2E-01 .64'93E-03 .4520E-03
BYPASS OCIE+o - - .0000E+00 0000E+00 nnOOE+nij
TREATED OUTFLOW 528"L-40 - - .5219E-01 .1597E-03 .4158E-03
RESIDUAL FLOW QVv0E+00 - - .0000E+00 ,4000E+00 .71000E+00
REMAINING - .6500E+03 - - - -
DEPTH - - .1050E+01 - - -
EVAPORATION .2463E-03 - - - - -
5 iNFLOW,TOTAL 52,j'3E+00 - - .5219E-01 .1597E-03 .4158E-03
INFLOW,NET .5289E+00 - - .5219E-01 .1591E-03 .4158E-03
BYPASS .0000E+04 - OOOOE+00 OOOOE+00 OOOOE+00
TREATED OUTFLOW .5715E+40 = .4492E-01 .1272E-03 .4688E-03
RESIDUAL FLOW 0000E+00 OOOOE+00 ,O000E+00 .0000E+00
REMAINING - .1685E+05 - - - -
DEPTH - - .1054E+01 - - -
EVAF`ORATION ..Ju4JC'0l - - -
MAR 4, 1984 2320.00 1 INFLOW, TOTAL 4544E+00 - J6J7E+VV J646E-01 .1768E-02
inrLuW,NEI 45Y?E+Oil - - 5651E+00 .5646E-01 7768E-02
B PA3z) . uOi-GE+OO - - .0000E+00 .4000E+00 (100 +00
TREATED OUTFLOW .46;aET40 - - .3158E+00 .1169E-01 .1228E-02
RESIDUAL FLOW a;juuL+00 .0000E+40 OOOOE+00 .0000E+00
R. EM 1 N 1 N 6 - .1794E+04 - -
DEPTH - - .1132E+41 - - -
EUAPORATION .aCilwE-O's - - - - -
2 114f LU'W, I U I iiL . 401 JCTQU - .3158c+0 U .1101E-01 . 1 Lt 8E-0&
INrL?'-W,NIL T .Y6;ZE+00 - - .3156E+00 .1169E-01 .1228E-02
BYPASS UUUGE+00 - - .4004E+00 .0000E+00 .0000E+00
TREATED OUTFLOW .4825E+00 - - .1285E+00 .2791E-02 .7330E-03
RESIDUAL FLOW OO00E+00 - - OOOOE+04 .0000E+00 .0000E+00
REMAINING - .6430E+04 - - - -
DCrTH - - .1091E+01 - - -
EVAPORATION 1430E-02 - - - - -
3 INFLOW, TOTAL 48,5c+00 - - .1285E+00 .2791E-02 .1330E-03
TNFLOW,NET 482 E+OO - - .1285E+00 .2791E-02 .7330E-03
BYPASS .0000E+00 - - .0000E+40 OOOOE+00 .0004E+00
TREATED OUTFLOW .4867E+00 - - .6260E-01 .6219E-03 .4746E-03
RESIDUAL FLOW 0000E+00 - - .0000E+00 OOOOE+00 OOOOE+00
REMAINING
DEPTH - .3212E+04 - -
1046E+01 - -

EVAPORATION
.S1;-E-0-3 - - -

DATE TIME UNIT PARAMETER FLUW STORAGE

------------- ------- ---- ---------------- CFS
---------- CU FT
----------
4 INFLOW ITOTAL .4867c+00 -
iNFLOOW,NET .4667E+00 -
BYPASS OOij0E+60 -
TFEATEu GUTFLU-W OGJi.T ti !J -
RESIDUAL FLO"
+..
REMAINING - 3415E+j3
DEPTH - -
E'tiAPGRATIGJ ZYCa?-J -
INFLOW, IGTAL
INFLGW,JET io6 c+OG -
BYPASS iE+
TREATED OUTFLOW ;114c+40 -
RESIDUAL FLOW 0000E+00 -
REMAINING - .1671E+05
DEPTH - -
EVAPORATION 0l C-02 -
DEPTH SUS.SDL
FT MG/L
------- ----------
- ,6160E-01
.6260E-01
- ,CGO0E+00
- .47975E-OI
r
11 ')46- ti'
4739E-GI
.4,735E-O1
- , OUOUt+ijij
4119E-:?1
0000E+00
.1049E+U1 -

TOOT CGLI
MPN/L
,6213E-03
6113E-7)3
, 007ji)E+i:i0 146 lE-iii
0000E+7j ii
.1467--03
,1467E-03
0000E+GG
.1046E-03
,0000E+00
METALS
M6/L
t/ aE-03
4746E-0i
.s63E-03
(i!J ;fiE tllti
. J; G.iE-l13
Cifl4jllE+ijij
.4292E-03
,tjtulijE+7171
•
UNIT PERFORMANCE SUMMARIES FOR clTiRE SIMULATION( MAR 4, 13-034, 0 .00 TO MAR' 4, 1984, 2350.00)

UNIT
rir A
111TER
R,

VOLUME

ouS. SuL

- .;;?;
--

IILIHLJ

- - - -
- - - - - - - - - - - - - - - - _
LV ( I ?PJ
- - - - - - - - - - _
_ iVU. LDO
I 1(L?JW, IDtHL
II .1/110 t1)H i IiJC+' `+C-i: - J?CTVI
/
1
11Y I• LOW, NE I , 1111CTUL JYL T!!L . l I'JYCTI L J1C+)1
.C,
-.. ;
J( _
7rJC :J
,i 1?JC+VI
7JU 1C+i:O
C-i)[
TREATED OUTFLOW 1454E+06 3-3-)11+u2 ?NJJCT IV oVGBCTUI
I!.C,7I uUML ( u + )!lilt +i iii .?iiiiy +i iil
;EMAiNING 176:)1+U4 b a4EtOi 5305E+10 zbo?L+3-1]
EVAPORATION
iNFLOW,TOiAL .1604E+06 1JLLcTUL - ?CTIV .ouiJc+01
INFLOW,NET .1072E+46 1ii94E+02 " 3c+10 b+)6sE+U1
BYPA55 .6214E+05 .2289E+01 .78TOE+06 .7365E-42
TREATE' OUTFLOW ]UV?cT')i +oo?c+V] ?oB c+3-)'1 .rtJic+01
RESIDUAL FLOW 0000E+40 .0000E+00 44:;01+04 .4000E+00
REMAINING 6380E+04 .0273E+41 IS?JE+10 2611E+01
EVAPORATION i120E+03 - - -
3 INFLOW, TOTAL ,1631E+40 .0951E+01 .4o'»c+u9 .340 4c+?il
INFLOW,NET .a
]52E+06 030+01
.71 .46+09
14E .3463E+01
BYPASS .1875E+04 .2,184E+00 .31412t0J .1121 C-1)2
TREATED OUTFLOW .]511E+06 .4618E+01 .9378E+08 2304E+01
RESIDUAL FLOW )01.3-))1+00 )t)4t)c+(j0 . iijijij-+(;3-)
iu}QE+(}0
REMAINING 31991+04 LU55E+lil 373bc+ii9 .1]601+01
EVAPORATION 0754E+02 - - -
4 INFLOW,TOTAL .1599E+06 .4896E+01 5360E+08 ,LJ05C+0l
INFLOW,NET +0b
c
.1i27 .47161+t}] iio]c+ 103E+3-)1
BYPASS _
_
.7241E+04 .1(iiil E+60 Y':WC7li5 i.iJlr
TREATED OUTFLOW ID131+06 w/_lIC*0i OVJC+Ud V1octUl
RESIDUAL FLOW 000 iEtu;1 v,1vGct ii 1u v1+uv 0000E+00
REMAINING .3363E+03 ,4987E+00 .6,76E+08 ?jv7E+00
EVAPORATION .93E+02 - - -
5 INFLOW, TOTAL ]5921+06 .4391E+01 :Dive+03 014c+01
INFLOW,NET ,11552E+06 .4397E+01 26]:11+p8 0141+01
BYPASS 4000E+00 .00001+t)0 .0004E+00 ,v40E+00
TREATED OUTFLOW .1450E+06 .2214E+01 .5225E+07 .1153E+01
RESIDUAL FLOW 0004E+00 .0000E+00 ,0404E+0+) ,0000E+00
REMAINING .1666E+05 .2183E+01 ,24 =c+i1 6611))1+40
EVAPORATION .28']"r+03 - - -

STORAGE/TREATMENT PLANT PERFORMANCE SUMMARY FOR ENTIRE SIMULATION( MAR 4 1384, 0 .00 TO MAR 4, 1384, 2350.00)
PARAMETER VOLUME SUS.SOL TOT COLI METALS
CU FT
_
__
__ LaS

__________ 1Oi. NO.

__________ L00

-----------
______
TOTAL ______________
TO PLANT _
____
1111E+Ob 2iioE+u2
TOTAL TO NEXT nL0Cf" [T:;i _I tI%J L T!r,) if Uc ':f [Tfhi
TOTAL TO ULT JIAf. ;?)cTvo 214E*); _ C.-i ,il"J" is
REMAINING IN rLriNT 2caccTC:? i L:T 2 i104C-1: i_?:3.j i
TOTAL am - ;:-r -a
c nromh i ,.:J
J-. J65tt:+3
-
-
-
s * STORAGE/TREATMENT JI iULATIIN ENucu riiRHhL"I

ENDPROGRAM BLOCK CALLED.
nrnnunntrn nruu? wT?nu r?inrn ?icnuni i J . .
tf}ffffftftfttffftffttttffffttffffttfft}{{{}{{tf{ffttf{f{{{{}}}{ttttttttttttttft
t { (program) S/N: 15183430006 }
f } HMVersion 3.rt0 t
{ SWMM * Late Ji 1Jj
t * Time a:24:i
t EPA STORM WATER MANAGEMENT !GuEL x Input file wrt5yr.cat +
s Output file : wrt5yr.out

}}}{{tt{}}}}{}f{{ttr*}}{{f}}*t}tx{tt{a{t#a'trti+}}#}{ttr {tf}t{f}{{t{{tiri} tair};i}t.t
x x X .{ .. X :x X X X
X X X % XX XX Xk XX
X .X X :X X .4 .1 X X .i X
XXXXX i X X X X X i X n
X X X X X X X X :X
X X iX X X X X X X
XXXXX X X X X X X
... Full Microcomputer Implementation ...
... b ...
... Haestad Methods, inc. ...
37 Brookside Road t Waterbury, Connecticut 06708 t [phone]

'•..F f S. PO .
ENVIRONMENTAL P'ROTEl"TI J AGENCY - STORM WATER MANAGEMEiJT MODEL i#* RELEASE 111.3 *+i
I, h L- DEVELOPED DY 1ET"LF t J 14 , In .
.:, .:-
rim -'. r..E VUr,LCa ural l4rrr-,
SEPTEMBER 1970
UPDATED BY THE UNI;ERSITY 6'r FL''URIDA
MARCH 1'375
NOVEMBER 1577
NOVEMBER 1981
AUGUST 1383
THIS iS A NEW RELEASE OF THE SWMM. IF ANY PROBLEMS
OCCUR IN RUNNING THIS MODEL PLEASE CONTACT WAYNE
HUBER AT THE UNIVERSITY OF FLORIDA.
PHONE [phone]
DISK OR TAPE ASSIGNMENTS FOR BLOCKS CALLED. THEY ARE IN THE SAME ORDER IN WHICH THE oLGCKS ARE CALLED.
JIN(1) JIN(2) JIN(3) JIN(4) ,IN(5) DIN(G) JIN(7) JIN(8) DIN(5) jIN(10)
0 8 9 0 0 0 0 O it 0
JOUT(1) JOUT(2) JOUT(3) JOUT(4) JOUT(5) JOUT(o) JOUT(7) JOUT(8) JOUT(9) JOUT0 0)
8 9 10 0 0 0 0 0 v 0
SCRATCH DISKS OR TAPES WHICH CAN BE USED BY ANY BLOCK CALLED.
NSCRAT(1) NCSRAT(2) NSCRAT(3) NSCRAT(4) NSCRAT(5)
1 2 3 4 0
RUNOFF BLOCK CALLED.
ENTRY MADE TO RUNOFF BLOCK
RUNOFF BLOCK WAS LAST UPDHTED BY THE UNIVERSII OF FLORIDA JANUARY 1383.
WRIGHTO-iOR:C PLAZA, NEW HANOVER•. COUNTY, NORTH CAROLINA
VENTURE ENGINEERINIJ, INC.- 303 TYPE 11 = FEAR:; 2'4 HOUR :3TOR:ii E'1E'IT
CONTINUOUS SWMM PARAMETER - iCRAIN ............... 'v
SNOWMELT PARAMETER - ISNOW ....................... v
NUMBER OF RAIN GAGES - NRGAG ..................... i
HORTON iFiLTi'TION EQUATION UGE.; - ivFiLM........ v
QUALITY IS SIMULATED - KWALTY .................... i
DEFAULT EVAPORATION RATE USED - IVAP ............. 0
HOUR OF DAY AT START OF STORM - NHR .............. 0
MINUTE OF HOUR AT START OF STORM - NMN........... 0
TIME TZERO AT START OF STORM (HOURS) ............. .000
USE U.S. CUSTOMARY UNITS FOR MOST I/O - METRIC... 0
INPUT NUMBER OF TIME STEPS - NSTEP ............... 143
INTEGRATION TIME INTERVAL (MINUTES) - DELT....... 10.00
MONTH, DAY, YEAR OF START OF STORM IS: 3/ 4/84
PERCENT OF IMPERVIOUS AREA WITH ZERO DETENTION DEPTH 25.0

*iHORTON INFILTRATION MODEL BEING USED
RATE FOR REGENERATION OF INFILTRATION = REGEN { DECAY
DECAY IS READ IN FOR EACH SUBCATCHMENT
REGEN = ........................................ .01000
FOR 49 RAINFALL STEPS, THE TIME INTERVAL IS 30.10 MINUTES 6NITS ARE INIHP'.
=OR P..AIN8A8E NUMBER 1 , TIME 15 .0 HOURS OR DAY: F;OM START 7 STuPM, .rINF LL HISTORY IS
.00 108 06 06 .07 .07 n; ii :. .08
.09 109 .09 .10 .11 .12 113 14 .15 .17
.20 26 .34 .53 4.13 .74 .4l 2'3 2 20
.17 .15 .14 .12 .12 .11 .10 .09 .09 .08
.08 .08 .07 .07 .07 .07 .06 .06 Oo
CARD GROUP FI
EVAPORATION RATE Q N/DAY).
jniJ. B. MAR. ARR. MAY .,ud. juL. AUG. ocr. OCT. NOV. DEC.
.10 .10 .10 .10 .10 .10 .10 .i0 .10 .10 .10 .10

* f * * * G UTTE R AND WI PE D A T A * * * f *
GUTTER GUTTER, WIDTH LENGTH SLOPE SIDE SLuFES BANNING iIAX DEPTn
NUMBER CO NNECTION (FT; (FT) (FTiFT) L R 14 (FTl
* 2 1,00 Jc.. .Ji 4L d0 .-0 3 Uri
f 2 3 i l? 65,5 . U030 0 vcJ • 01 J
3 * 15 - .66 40,5 6106 G0 lull .00
16 3 SE 371 0 .0100 00 00 o i 1, 00
* 3 4 1.50 /8.0 ,00 5 . %0 iJ .61S .011)
b f 18 4 .66 36.0 .6100 .00 X .011 .00
7 f 4 5 zoo 73.0 0000 AO . N . 01.; VO
3 * 5 6 2.00 76.0 .0061 .00 .00 .013 .00
6 99 25.00 3310 .0050 1.00 1.00 .035 1.00
10 8 6 5.00 185.0 .0050 5.00 5.00 .035 1.00
II * 11 10 1.00 120.;1 .0050 .00 .00 .011 .00
12 * 110 9 1.25 180.0 .0050 .00 .00 .013 .00
13 * 9 7 1.25 57.0 .0060 .00 .00 .013 .00
14 f l0 14 1.25 2003 .0003 A 0 .00 .013 .00
15 * 14 12 1.25 120.0 .0050 .1.110 .00 .013 .00
16 * 12 7 1.25 6010 .0100 .00 .00 .013 .00
17 * 7 4 1.50 208.0 .0100 .00 .00 .013 .00
iB * 19 5 1.00 90.0 .0100 .00 .00 .011 .00
19 * 20 5 .66 90.0 .0100 .00 .00 .011 .00
20 17 21 15.00 135.0 .0100 11.00 11.00 .035 1100
21 21 22 15.00 162.0 .0100 1.00 1.00 .035 1.00
22 22 23 15.00 75.0 .0100 1.00 1.00 .035 1.00
23 23 99 15.00 10.0 .0100 1.00 1.00 .035 1.00
TOTAL NUMBER OF GUTTERS/PIPES, 23
ASTERI SK (*) DENOTES CIRCULAR PIPE DIAMETER=.WIDTH.
DOLLAR SIGN (Sl DENOTES DUMMY GUTTk R USED TO OBTAIN PRINT OUTS ONLY.
* f t t* S U B C A T C H M E N T D A T A i * * * f
SUBCATCH- GUTTER WIDTH AREA PERCENT SLOPE
--?ENT NO. OR INLET (FT) (AC- iMPERV. (rT,FT)
101 i 03.44 40 74.36 0164
102 5b 60 6 6030 .053
3 103 3 3L40 ,T7 74.60 .0204
4 104 4 sh 40 3 7100 .ONO
5 115 5 137. 10 . & 96.70 .0218
6 106 6 3630 . 3 moo .0387
7 107 6 `.4.40 o 70.70 .0231
3 108 8 B1.10 14 87.70 HBO
9 109 9 93.60 7 81.10 .0100
10 110 10 126.70 20 61.10 .0100
ii 111 11 72AO it 86.00 .0100
12 112 12 61.00 .31 54.30 .0100
12 113 13 o7. 3U a6 67.30 .0100
14 114 14 000 .30 85.40 .0100
15 115 15 3110 .09 100.00 .0050
16 116 16 42.80 N 100.00 .0050
17 117 17 101.20 .58 69.50 .0100
18 118 18 35.40 .12 100.00 .0050
19 119 19 64.20 .40 100.00 .0050
20 120 20 12.50 .03 100.00 .0050
21 121 21 96.60 .61 80.30 .0100
22 122 22 98.40 .62 88.90 .0100
23 123 23 62.90 .51 51.60 .0100
TOTAL NUMBER OF SUBCATCHMENT S.. 23
TOTAL TRIBUTARY AREA (ACRES) .... 7.97
IMPER VIOUS AREA (ACRES)..... .... 6.24
PERVI OUS AREA (ACRES)....... .... 1.73
OTAL WIDTH (FEET) .......... .... 1757.30
ERCE NT IM PERVIOUS NESS...... .... 78.35
RESISTANCE FACTOR, DEPRES. STORAGE(IN)
;i!FErts, PERJ, iurcr.J. F'crv.
U l '350 .05i 350

,517 .350 .05i .301
0l .00 .050 •JUU
,57 .356 .050 .300
07 .550 .05
0 1500
.011 Ku 5
.05, 1300
.017 .550 .050 .300
,017 .350 .051 4100
.vi, 1330 .050 .300
.011 NO .050 .300
.017 .350 .050 .300
.017 .350 .050 1300
.017 .350 .050 1600
.017 .350 .050 ,300
.017 .350 .050 1300
.017 .350 1050 .300
.017 .350 .050 .300
.017 .350 .050 .300
.017 .350 .050 .300
.017 .350 .050 .300
.017 .350 .050 .300
.017 .350 .050 .300

INFILTRATION DECAY RATE GAi
RATE(IN/HR) (I/3EC) Ni
MAXIMUM MINIMUM
2.00 .60 0'01
2. 41 tJ .t'I .V i 1Y 'v
4'o .60 91
2.00 .60 .00140
ii•ii ' i'.
,? :
2.00 .60 .00140
2.00 .60 .001401
2.00 .60 .00140
2.00 .60 .00140
2.00 .60 .00140
2.00 .60 .00140
2.00 .00 .00140
2.00 .60 .00140
2.00 .60 .00140
2.00 .60 .00140
2.00 .60 .00140
2.00 .60 .001411
2.00 .60 .00141
2.00 .60 .00140
2.00 .60 .00140
2.00 .60 .00140
2.00 .60 .00140
2.00 .60 .00140
t } t * f ARRANGEMENT OF SUBCATCHMENTS AND GUTTERS/PIPE * { *
GUTTER TRIBUTARY GUTTER/PIPE TRIBUTARY SUBAREA
OR PIPE
1
1 l ? 10::
15 115
16 116
3 2 16
iv i
18 ilia
4 3 18 7 104
5 4 19 20 i05
6 5 8 106 107
8
11 108
111
10 11 110
9 10 109
13 113
14 13 114
12 14 112
7 9 12
19 119
20 120
17 117
21 17 121
22 21 1Z1
23 22 123
INLET TRIBUTARY GUTTERS AND/OR PIPES TRIBUTARY SUBAREAS
99 6 23
HYDROGRAPHS WILL BE STORED FOR THE FOLLOWING I INLETS
99
$ $ $ QUALITY SIMULATION $ $ $
GENERAL QUALITY CONTROL CARDS
DESCRIPTION URIABLE ,'ALOE
----------- -------•• -----
NUMBEP. OF QUALITY CONSTITUENTS..... NQS.......
NUMBER OF LAND USES ................ .LAND....... i
STANDARD CATCHBASIN VOLUME......... CBVOL....... 16.00 FT3
EROSION IS NOT SIMULATED......... IROS........ 0
DRY DAYS PRIOR TO START OF STORM... DRYDAY....... S.00 DAYS
DUST AND DIRT
STREET SWEEPING EFFICIENCY......... REFFDD....... .200
* LAND USE DATA i
CARD GROUP ,i2 * +?

FUNCTIONAL LIMITING CLEANING AVAILABIL- DAYS SINCE
BUILDUP DEPENDENCE BUILDUP BUILDUP BUILDUP INTERVAL ITY FACTOR LAST
LAND EQUATION OF BUILDUP QUANTITY POWER COEFF. (DAYS) FRACTION SWEEPING
USE METHOD TYPE
---------- ---------- ---------- PARAMETER
---------- - JACGUT DDLIM
--------- ---------- - DDPOW
--------- - DDFACT
--------- CLFREQ
---------- AVSWP
---------- - DSLCL
---------
COMMERCE 0 POWER AREA I 1.000E+07 1.000 3.300 7.000 .500 5.000
LINEAR
+? + * CONSTITUcNT DATA *
* * * CARD GROUP J3 *
C: 43TITJc'T UNITS........
T`1FE OF UNITS............
rl ...
TYPE OF BUILDUP CALL.....
KWASH..................
TYPE OF WASHOFF CALC.....
KACGUT ...................
DEPENDENCE OF BUILDUP....
LINKUP ...................
LINKAGE TO NOWMELT.
FIRST BUILDUP PARAMETER..
SECOND BUILDUP PARAMETER.
THIRD BUILDUP PARAMETER..
FOURTH BUILDUP PARAMETER.
FIFTH BUILDUP PARAMETER..
EXPONENT FOR WASHOFF.....
COEFFICIENT FOR WASHOFF..
INITIAL CATCHBASIN CONC..
PRECIPITATION CONC.......
STREET SWEEPING EFF......
CONSTITUENT UNITS........
TYPE OF UNITS............
ALC .....................
YPE OF BUILDUP CALC.....
WASH ....................
YPE OF WASHOFF CALC.....
KACGUT ...................
DEPENDENCE OF BUILDUP....
LINKUP ...................
LINKAGE TO SNOWMELT......
FIRST BUILDUP PARAMETER..
SECOND BUILDUP PARAMETER.
THIRD BUILDUP PARAMETER..
FOURTH BUILDUP PARAMETER.
FIFTH BUILDUP PARAMETER..
EXPONENT FOR WASHOFF.....
COEFFICIENT FOR WASHOFF..
INITIAL CATCHBASIN CONC..
PRECIPITATION CONC.......
STREET SWEEPING EFF......
3J]. SOL
-------- 1i rl
-------- !-I.j»-i
-------- CCU UJ
-------- UV
--------
iai L 1131 L dt], L ?G1 L
(j MG.!:
1 1 i
POWER-LINEAR 1G nUILEUP POWER-LINEAR POWER-LINEAR POWER-LINEAR

PG6ER: EXPONENTIAL RATING CURVE Nu- UL
1 POWER? EXPONENTIAL
1 POWER EXPONENTIAL
1 POWER EXPONENTIAL
I
AREA
NOT REQUIRED
AREA
AREA 1
AREA
V ) U 0 ?J
NO' T REGUIRE? NOT RElU'IRED NOT REQUIRED NOT REQUIRED NOT REQUIRED
1(110000.000 .000 10000.000 100000.000 100000.000
1.000 .000 1.000 1.000 1.000
.204 .000 .002 .120 .101)
.000 .000 .000 .000 .000
.000 1000 .000 .000 1000
1.500 000 1.500 11500 1.500
50.000 20.000 50.000 30.000 30.000
200.000 1.000 .200 110.000 310.000
16.000 .410 1.100 .000 65.000
.350 .100 .250 .350 .300
TOT COLI METIAL3
-------- -------
MPN/L MG/ L
1 0
0 1
FRACTION BUILDUP POWER-L'tNtnR
1 0
RATING CURVE NO UL POWER EXPONENTIAL
1
AREA 1
NOT REQUIRED
0 U
NOT REQUIRED NOT REQUIRED
13000000.000 1000.000
00000000.000 1.000
17000000.000 .112
10000000.000 .000
.000 .000
1.500 1.500
10.000 301000
1000000.000 165.000
.000 .050
.350 .250
f } FRACTIONS FOR CONTRIBUTIONS FROM OTHER CONSTITUENTS
# f f CARD GR'OU'P .4 f
NaI,IJcNT F. a 4V G is r..n liut+ io Jllfulcl
------------------------------------•----------
aUS.SUi. *NK BOii5 * 03 *TOT MIETALS £
*---------;---------*---------* ----------+--------- --------- ---------
FRACTION WILL F * £ x * f
BE ADDED TO
CONSTITUENT t + * + t
T-P04-P + .050 000 * UQU + y0,) . 000 t , 000
FRACTION WILL
BE ADDED TO + + +
CONSTITUENT + ? * ? f
BOD5 .050 .OCC .000 * .000 + ouv .000 .000
} + + SUBCATCHMENT SURFACE QUALITY CARDS f }
f f f CARD GROUP L1 * t
LAND
NO. USAGE
1 101 COMMERCE
2 102 COMMERCE
3 103 COMMERCE
4 104 COMMERCE
5 105 COMMERCE
6 106 COMMERCE
7 107 COMMERCE
8 108 COMMERCE
9 109 COMMERCE
10 110 COMMERCE
11 111 COMMERCE
12 112 COMMERCE
13 113 COMMERCE
14 114 COMMERCE
15 115 COMMERCE
16 116 COMMERCE
17 117 COMMERCE
18 118 COMMERCE
19 119 COMMERCE
20 120 COMMERCE
21 121 COMMERCE
22 122 COMMERCE
23 123 COMMERCE
LAND
USE
NO.
TOTAL NUMBER CARD CARD CARD CARD CARD CARD CARD
GUTTER, OF LOADING LOADING LOADING LOADING LOADING LGADING LOADING
LENGTH CATCH- OF OF OF OF OF ' OF OF
I0ff2FT
-------- BASINS
-------- SUS.SOL NH3 - N
------- ------- T-P04-P
------- BOD5
------- COD TOT COLI
------- ------- METALS
-------
.0o 1.00 .00 .00 .00 .00 .00 .00 .00
.00 1.00 .00 .00 .00 .00 .00 .00 .00
.0o 1.00 .00 .00 .00 .00 .00 .00 .00
.00 1.00 .00 .00 .00 .00 .00 .00 .00
.40 1.00 .00 .00 .00 .00 .00 .00 .00
.0o 1.00 .00 .00 .0o .00 .00 .00 .00
.00 1.00 .00 .00 .00 .00 .00 .00 .00
0o 1.00 .00 ov .00 .0o .00 .00 .00
.00 1.00 .00 yo .00 .0o .00 .00 .00
.v0 1.00 .00 oo .00 .00 .o0 .00 .00
.00 1.00 .00 .00 .00 .00 .00 .00 .00
.00 1.00 .00 .00 .00 .00 .00 .00 .00
.00 1.00 .00 .00 .00 .00 .00 .00 .00
.00 1.00 .00 .00 .00 .00 .00 .o0 .00
.00 1.00 .00 .00 .00 .00 .00 .00 .00
.00 1.00 .00 .00 .00 .00 .00 .00 .00
.00 1.00 .00 .00 .00 .00 .00 .00 .00
.00 1.00 .o0 .00 .oo .00 .oo .00 .,00
.00 1.00 .00 .00 .00 .00 .00 .00 .00
.00 1.00 .00 .00 .00 .00 .00 .00 .00
.00 1.00 .00 .00 .00 .00 .00 .00 .00
.00 1.00 .00 .00 .00 .00 .00 .00 .00
.00 1.00 .00 .00 .00 .00 .o0 .00 .00
TOTALS
.00 23.00
INITIAL WATERSHED POLLUTIIN LOADS * * *
INITIAL LOAD UNITS ARE KILOGRAMS * * *
* { * ZERO INITIAL LOADING FOR A LAND * * *
+ * * USE MAY INDICATE ZERO BUILDUP TIME* * *
LAND
NO. USAGE
101 COMMERCE
102 COMMERCE
103 COMMERCE
104 COMMERCE
105 COMMERCE
106 COMMERCE
107 COMMERCE
108 COMMERCE
109 COMMERCE
110 COMMERCE
111 COMMERCE
112 COMMERCE
113 COMMERCE
114 COMMERCE
115 COMMERCE
116 COMMERCE
117 COMMERCE
118 COMMERCE
119 COMMERCE
120 COMMERCE
121 COMMERCE
122 COMMERCE
123 COMMERCE
LAND
USE
NO.
TOTAL VOLUTE INITIAL INITIAL iNITIAL lidTIAL 1N1T11 AL INITIAL IiiT1AL
SUTTHE- OF LOADING LOADING LOADING !OADIN6 LOADING LOADING LOADING
LENGTH CATCH- OF 111E OF OF OF OF OF
10+*77

- ii+hr INS
ol?i?
----
-
:iH.;;DL
-------
03 - 'v
-------
-"040
-------
PUUS
-------
CD
-------
TOT CD I
-------
METALS
--
---
----
o --
-
10.&D
21
&
.00
.13
sl
44.76 -----
.12
o 16.00 1211 05 .00 13 11 44.76 .12
.00 10,00 22 .06 .00 .10 .32 45.73 .12
.00 16.00 25 G .00 .15 37 53.51 .14
.00 16.00 .19 .00 .00 .11 ,23 39.89 .10
.30 16.00 .06 .00 , 00 .04 .09 12.65 .03
.00 16.00 .05 .00 .00 .21 .52 73.95 .19
.00 16.00 .02 .50 .10 .01 .03 3.89 .01
16.':0 .112 .00 .07 .13 26.27 .07
.00 16.00 .14 :uG .00 Od .20 29.19 .08
.00 16.00 0a .00 .00 .05 .12 16.54 .04
.00 16.00 .14 .00 .00 .08 .21 30.16 .08
.00 16.00 .13 .00 GG .08 .19 27.24 .07
.00 16.00 .14 .00 .00 .08 .20 29.19 .08
30 16.00 .04 .00 .00 .02 .06 8.76 .02
.00 16.00 ,05 .00 100 .03 .07 9.73 .03
.00 16.00 .27 .00 .00 .16 .39 56.43 .15
.00 16.00 .06 .00 .00 .03 .08 11.68 .03
.00 116.00 .19 .00 .00 .11 .27 38.92 .10
.00 16.00 .01 .00 .00 .01 .02 2.92 .01
.00 16.00 .28 .00 .00 .17 .42 59.35 .15
.00 16.00 .29 100 .00 .17 .42 60.32 .16
.00 16.00 .24 .00 .00 .14 .35 49.62 .13
TOTALS
.00 368.00
} + + CARD GROUP ll f +
L: ni. ?cF: OF
?r.iHi?u 3 i i iEr.o ,JLti?...:r .i?!..
i n it r n' ?; -':vr .-. _..r __.,
cr, OF iINE "E7- ?cTNtE„ 141I4?.?.. i ica.v.. 3
rTU ?nING PRINijui _ Hit
c i !NG AND CTOPT ,r?or
.-d............
i
;i
+ + t CARD GROUP M2 * +
667TER INLET PRINT -ARD1...... 79
MESSAGE FROM SUBROUTINE H'`ER6 ... THE PLOTTING INTERVAL FDR SUBROUTINE HCURVE IS.. 1 TIME STEPS
;<ff+ GUT. NO., ORDER OF INPUT = 7 SURCHARGED. TIME = Y4crt15 VOLUME = 21E+03 CU. FT., FULL FLOW =.17E+c)2 CfS
#fff GUT. NO., ORDER OF INPUT = 5 bilHA'hED. TIME = 44t+u, VOLUME = 7LE+03 CU. FT., FULL FLOW =.19E+02 CfS
ttttE GUT. NO., ORDER OF INPUT = 8 SURCHARGED. TIME = .44E+ilj VOLUME = .21E+04 CU. FT., FULL FLOW =.l'jE+02 CFS
GUT. N0 ORDER OF INPUT = 8 SURCHARGED'. TIME _ .45Er05 VOLUME _ .17E+04 cU. FT., FULL FLGW =.19E+02 CFS
CAUTION! ATTE. M?T TO GIVE NEGATI'V'E FLOW & DEPTH 11J GUTTER. AS DEFAULT, USE ZERO. CONTINUITY ERROR = 1.11 CU. FT.
GUT. NO., ORDER OF INPUT = 12 TIME = 462u0. GDEFTH = i.12 FLOWO = 79 GIN = 31
CAUTION! ATTEMPT TO HIVE NEGATIVE FLOW a DEPTH iii GUTTER. AS DEFAULT, USE ZERO. CONTINUITY ERROR = ZJ.42 CU. FT.
GUT. NO., ORDER OF INPUT = 17 -;ME = 46200. GDEPTH = 1.S2 rLOWO = J.12 GIN = 1.30
CAUTION! ATTEMPT TO GIVE NEGATIVE FLOW i'.< DEPTH IN GUTTER. AS DEFAUIi, USE ZERO. CONTINUITY cRROk = 107.v CU. FT.
GUT. NO., ORDER OF INPUT = 7 TIME = 46200. GDEFTH = 1.49 FLOWO = b.96 DIN = 3.13
t'AUTION! ATTEMPT TO GIVE NEGATIVE FLOW & DEPTH IN GUTTER. AS DEFAULT, USE ZERO. CONTINUITY ERROR = 794.01 CU. FT.
GUT. NO., ORDER OF INPUT = 8 TIME = 46200. GDEPTH = 1.73 FLOWO = 11.31 DIN = 4.09
MCAUTION! ATTEMPT TO GIVE NEGATIVE FLOW & DEPTH IN GUTTER. AS DEFAULT, USE ZERO. CONTINUITY ERROR = 2.65 CU. FT.
BUT. NO., ORDER OF INPUT = 11 TIME = 47400. GDEPTH = .69 FLOWO = .22 DIN = .09
END OF TIME STEP DO-LOOP IN RUNOFF.
FINAL DATE (MO/DAY/YEAR) = 3/ 4/84
FINAL JULIAN DATE = 32
FINAL TIME OF DAY = 23.8333 HOURS.
FINAL RUNNING TIME = .8580000E+05 SECONDS.
TOTAL NUMBER OF TIME STEPS = 143
RAINFALL
IN / HR
5.000 I --------- I --------- I --------- i --------- I --------- I --------- I --------- i --------- I --------- I --------- I
I I
I i
I I
I I
t i
I '
i '
I ++
I *? i
I #* i
I *?
I +* i
I *? i
t ++ i
I ?* I
I ?+ I
I ?? I
3.OOu - t* -
I ?+? I
I ?? I
I +?? t
I ?? I
I ?? I
I }? I
I {* I
I ?? I
2.000 -+? -
I ?? I
I ?? I
I ?* I
I ?+? t
I t+ i
1.000 -* -
I +{ I
I ff** i
I ? ? I
I ? * I
I ???? ffffff i
I*ffffffffffffffffffffff fffffffffffff*ff*fff** i
.000 ff-------- I--------- I--------- I--------- I--------- I--------- I-*f------ I--------- I--------- I--------- I
.0 4.0 8.0 22.0 16.0 20.0 24.0 28.0 32.0 36.0 40.0
TIME IN HOURS
RAINFALL HYETOGRAPH INLETS 0
HYETOGRAPH FOR RAIN GAGE NUMBER 1
40.000 I --------- I --------- I --------- I --------- I --------- I --------- I --------- I --------- I --------- I ---------i
I I
I I
1 i
I i
I
I f
I * i
i i
-1-1 AAA
RUNOFF
IN
CFS
I
I t
I
I
I t
I
I
I
i {*
24.000 - ff
I ff
I tt
I ff
I ,? f
I {{
I tt
j tt
I tt
I {{
16.000 - t t
I f t
I f t
I f f
I tt
I f t
I f t
I {{
I {{
I f t
8.000 - f t
I f t
j {t
I { tf
j { ff
I { }
I f ft
I {} ff
I tft ffff
I f}fff}fffffffffff}{{{ {{}{}{}f{}{}}{}}{}}}}
.000 }fftffff--[--------- I--------- I--------- I--------- I-------ftf-
.0 4.0 8.0 12.0 16.0 20.0 24.0
TIME IN HOURS
INLET HYDROGRAPH
INLETS

I
I
I
I
I
I
I
I
't
28.0 32.0 36.0 40.0
0
THE HYDROGRAPH IS THE SUN OF THE FLOW IN ALL INLETS
INFIL-
TRATION
IN/ HR
1.000 I --------- I --------- I --------- I --------- I --------- I --------- I-
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
.600 - tftttt
I x
I t
I f t
I ft }
I t t
I f t
I t t
I f t
j f f
.400 - f t
I t f
I f f
I tt t
I f t
I } f
I t f
I tt t
I } f
I t t
.200 - tt t
I t t
I tt tt
I fft tff
I ftf tft
I ttt fff
I }fff}f} fffftft
It
It
.000 tt-------- I--------- I--------- I--------- I--------- I--------- I-
.0 4.0 8.0 12.0 16.0 20.0 24.0
TIME IN HOURS
INFILTRATION VERSUS TIME
I
I
I
I
I
I
i
-----I---------I--------- I-
28.0 32.0 36.0
INLETS 0
I
I
I
I
I
I
I
I
----I
40.0
THE INFILTRATION PLOT IS THE ACTUAL INFILTRATION OVER THE PERVIOUS AREA ONLY
f 3 3 --- CONTINUITY CHECK FOR vANTITY --- 4 a 3
INCHES OVER
CUBIC FEET TOTAL BASIN
-70TAL PRECIPITATION (RAIN PLUS :iJW) 1.505424E+05 S. 40d
-70TAL INFILTRATION .485749E+04 659
TOTAL EVAPORATION ..812746E+03 097
TOTAL GUTTER NIPEiSUBCAT FLEW & INLET'S l.o.itl.i' M05 CHE
TOTAL WATER REMAINING IN GUTTER : PIPES 4.OOOO11E+02 .014
TOTAL WATER, REMAINING IN SURFACE STORAGE 1.484776E+03 .051
INFILTRATION OVER THE PERVIOUS AREA... 2.485749E+04 3.968
INFILTRATION + EVAPORATION +
SNOW REMOVAL + INLET FLOW +
WATER REMAINING IN MUTTER/PIPES +
WATER, REMAINING IN SURFACE STORAGE +
WATER REMAINING IN SNOW COVER......... 1.654147EtO5 5.718
THE ERROR IN CONTINUITY IS CALCULATED AS
tff##tt####t##tt##tf#tftf#####ftff##t##
f PRECIPITATION + INITIAL SNOW COVER t
t - INFILTRATION - #
*EVAPORATION - SNOW REMOVAL - t
INLET FLOW - WATER IN GUTTER/PIPES - t
WATER IN SURFACE STORAGE - t
WATER REMAINING IN SNOW COVER t
t-------------------------------------#
# PRECIPITATION + INITIAL SNOW COVER t
###ft#ff#t########t#t#tf#tf##t#f#ftf#f#

ERROR .............................. -4.335 PERCENT
>ff>ff>Effff'}+fftf?Efftfff#f?f4ff#iffiff?fffffitffff4ffiFffffiFf
+ RUNOFF QUALITY SUMMARY PHGE
f IF HIM = 0 LOADS ARE Iti SNITS uF K"GS---LES AND
=
(MASS MiICJ iIMVC UN1IJ OF F.GJ---LBO%Jtf_*
F NDiII = I LOADS ARL iii uiJII OF liul t-iT
HND JASS RATES ARE QUANTITY/HC
f iF 101111 = LOHU3 ARE it: uiiTS JF GG N cCCATRHIiOr 4
* 11i?J iLPL uNC n:iV iY li=] h.h iCJ i!n C ?i411 )t
i_ i.-JW.CA IRH iuli I1CJ !UL UiICi .1 Cit
.xi-tt**#i;##!k#i#Yr-iv*#i:5- r;r..##t#;t##*#kt#t*tt*1tf iF##tIt3
SU3.auL +H3 - ii T-PO4-r SODS Cu3 Tul CULi iLlh
MG L MG/L &L MG1L 7GiL 11PNiL IGiL
-------- -------- -------- -------- -------- -------- --------
INPUTS
1. INITIAL SURFACE LOADS.......
2. TOTAL SURFACE BUILDUP.......
INITIAL CATCHBASIN LOADS....
4. TOTAL CATCHBASIN LOADS......
5. TOTAL CATCHBASIN AND
SURFACE BUILDUP (2+4).......
REMAINING LOADS
---------------
6. LOAD REMAINING ON SURFACE...
7. REMAINING, IN CATCHBASINS....
8. REMAINING IN GUTTER/PIPES...
REMOVALS
9. STREET SWEEPING REMOVAL.....
10. NET SURFACE BUILDUP (2-9)...
11. SURFACE WASHOFF .............
12. CATCHBASIN WASHOFF..........
13. TOTAL WASHOFF (11+12) .......
14. INSOLUBLE WASHOFF...........
15. PRECIPITATION ...............
16. TOTAL SUBCAT LOAD(13+14+15).
17. TOTAL LOAD TO INLETS........
18. FLOW WT'D AVE.CONCENTRATION
(INLET LOAD/TOTAL FLOW).....
PERCENTAGES
19. STREET SWEEPING (9/2).......
20. SURFACE WASHOFF (11/2)......
21. NET SURFACE WASHOFF(I1/10)..
22. WASHOFF/SUBCAT LOAD(11/16)..
23. SURFACE WASHOFF/INLET LOAD
(11/17) .....................
24. CATCHBASIN WASHOFF/
SUBCATCHMENT LOAD (12116)...
25. CATCHBASIN WASHOFF/
INLET LOAD (12/17)..........
26. INSOLUBLE FRACTION/
SUBCATCHMENT LOAD (14/16)...
27. INSOLUBLE FRACTION/
INLET LOAD (14/17)..........
28. PRECIPITATION/
SUBCATCHMENT LOAD (15/16)...
29. PRECIPITATION/
INLET LOAD (15/17)..........
30. INLET LOAD SUMMATION ERROR
(17-16)/16 ..................
8.13E+00 0.00E+00
8.13E+00 0.00E+00
4.59E+VIi 2.30E-02
4.59E+00 2.30E-02
1.21E+01 2.30E-02
1.90E-08 0.00E+00
O.00E+00 O.00E+00
1.57E-«2 2.71E-02
0.00E+00 0.00E+00
8.13E+00 0.00E+00
8.13E+00 8.15E+00
4.59E+00 2.219E-02
1.27E+01 8.17E+00
O.00E+00 O.00E+00
5.06E+00 1.30E-01
1.78E+01 8.30E+00
1.80E+01 8.36E+00
2.13E+00 9.86E-01
.000 .000
100.000 .000
100.000 .000
45.742 98.162
45.097 97.438
25.801 .276
25.431 .274
.UUU .000
.000 .000
28.457 1.562
28.055 1.550
1.431 .743
1.91E-02 4.18E+00
1.,37E-)2 4.78E+00
.S3 E-03 2.53E+00
4.53E-03 2.53E+00
0.43E-02 7.31E+00
1.86E-10 1.5BE-06
0.00E+00 0.00E+00
i.09E-03 1.06E-05
0.00E+00 O.00E+00
1.97E-02 4.18E+00
1.97E-02 4.78E+00
4.59E-03 2.52E+00
8.43E-02 7.30E+00
6.36E-01 6.36E-01
3.48E-01 O.00E+00
1.07E+00 7.94E+00
1.08E+00 8.27E+00
1.27E-01 9.76E-01
.000 .000
100.000 100.000
100.000 100.000
7.461 60.225
7.410 57.789
.429 31.762
YCO 30.111
59.563 8.014
59.15o 7.690
32.547 .000
32.325 .000
.680 4.215
1.20E+01
1.20E+01
7.12E+00
7.12E+00
1.,991E+01
3.94E-06
0.00E+00
6.37E-02
0.00E+00
1.20E+111
1.20E+01
7.11E+00
1.91E+01
0.00E+00
2.05E+01
3.36E+01
3.93E+01
4.63E+00
.000
100.000
100.000
30.183
30.442
11.944
18.098
.000
. 000
51.B72
52.317
-.850
7.15E+17
7.75E+17
1.04E+10
1.04E+10
7.75E+17
7.75E+11
0.00E+00
1.06E-D2
0.00E+00
7.75E+17
1.04E+06
1.04E+10
1.04E+10
0.00E+00
0.00E+00
1.04E+10
1.16E+10
3.02E+03
.000
.000
.000
.010
.009
99.990
89.601
.000
.000
.000
.000
11.595
4.46E+00
4.46E+00
?. 79E+ru
3.19E+00
8.25E+00
1.47E-06
0.OOE+00
5.6BE-05
0.OOE+00
4.46E+00
4.46E+00
3.78E+00
8.25E+00
0.00E+00
1.58E-02
8.26E+00
8.71E+00
1.03E+00
.000
100.000
100.000
54.021
51.219
45.788
43.412
.000
.000
.191
.181
5.471
WRIGHTSBORO PLAZA, NEW HANOVER COUNTY, NORTH CAROLINA
VENTURE ENGINEERING, INC.- SCS TYPE II 1 YEAR, 24 HOUR STGURM EVENT
SUMMARY OF QUANTITY AND QUALIIf' RESULTS AT LOCATION 99
INFLOW IN CPS. rAlut A-:E , IT imit:1J AT 0 n c j ct icr.
JATc T IME Lt n =J:i. )uI- .i - .4 r- u? !_OL. NL'
'DA/YF 4R :MIiv FS iiiL .. IAlL , .;'L lip, rfi/L L
]i Y/84 1 .0 j.JOd -.LNG .J:3 :UD LY7.J8' tiot+oh Z8. 336
_ 4
/34 1 30.0 .(io5 5.;
n
6 930 4d 42E+06 708
/ 1
4/O3 1 60. 0
1436 7
[
1'Jo.3c9 ..
iI.
J•J17.
i7
I42 .Y13
1111/t+OD
Ji. YIN

4/34
L
30.0
.3181 I
0-1. 1113
1.1
JY

YLJ

11 .t1N

3DV

1340+Qb 5.1 .1

34.134
4/84 3 .0 .411 D.163 1.608 206 3.474 41.892 460E+q5 I9.291

3/
4/34
3
30.0
.414
LD.LL6 _
1.Jbd
1.1 'fv _
.Y.Uib
331313
.ijo[+u5
,-
.1L4
71
/ 4/84 4 .0 .415 19.071 1.557 1112 11.003 27.0_ ;6i+04 0.0 11
3r' 4/84 4 30.0 .464 '4.387 i.J1o 655 .CS 23,40; 167E+04 6.160
3i 4/d4 4 Du.t? .411 i0. -074 1.J/1 .D3i i.3YD 1J.5Ltl 3i IC+U4 O. bit
/ 4/94 5 3010 114'3 1.927 1.484 .4r;, ,1'3'34 I6.YJC 4,1E+04 ,.412
3/ 4/84 5 60.0 .540 5./44 1.471 .345 4.740 13.566 .185E+04 4.300
4/84 6 30.0 .541 4.169 1.46''9 .252 3.699 11.142 .139E+iJ4 3.372
4/84 6 60.0 .593 3.095 1.447 .188 2.'328 3.331 .103E+04 2.681
4/84 7 3010 .656 x.290 1.419 .141 2.215 1.796 .161E+03 2.092
3/ 4/84 7 60.0 .720 1.689 1.3K .105 1.703 6.435 .554E+03 1.574
3/ 4/34 8 30.0 .784 1.266 1.368 OBO 1.227 5.[91 .393E+03 1.139
31 4/84 8 60.0 .848 .'384 1.346 .063 .851 4.383 .212E+03 .794
3/ 4/84 9 30.0 .912 .807 1.327 053 .571 3.711 .186E+U3 .535
3/ 4/84 10 .0 1.034 .699 1.297 .047 .370 3.210 .119E+03 .348
3/ 4/84 10 30.0 1.222 .633 1.256 .043 .223 2.84'9 .713E+02 .211
4/84 11 .0 1.601 .594 1.194 .041 .117 2.58/ 311E+02 .112
3/ 4/04 11 30.0 2.113 .575 1.129 .039 .047 2.415 .165E+02 .047
3/ 4/84 12 .0 3.324 .567 1.033 .039 .012 2.326 .501E+01 1013
3/ 4/84 12 30.0 28.883 .558 .652 .038 1000 2.261 .502E+00 1002
3/ 4/84 13 .0 5.505 .594 .943 .041 .000 2.415 .242E+00 .002
3/ 4/84 13 30.0 2.802 .566 1.050 .039 .002 2.305 .144E+00 .004
3/ 4/84 14 .0 1.798 .566 1.136 .039 .001 2.300 .116E+00 .003
3/ 4/84 14 30.0 1.418 .566 1.197 .039 .001 2.299 .102E+00 1002
31 4/84 15 .0 1.251 .565 1.233 .039 1000 2.298 .943E-01 .002
3/ 4/84 15 30.0 1.040 .565 1.274 .039 .000 2.298 .669E-01 .002
3/ 4/84 16 .0 .937 .565 1.307 .039 .000 2.297 .814E-01 .002
3/ 4/84 16 30.0 .851 .565 1.331 .0313 .000 2.291 .715E-u1 1002
3/ 4/84 17 .0 .748 .566 i. 365 .039 .000 2.290 130E-01 .002
3/ 4/84 17 30.0 .724 .566 1.379 .039 .000 2.298 .112E-U1 .002
3/ 4/84 18 .0 .676 .566 1.396 .039 1000 2.298 .630E-01 .002
3/ 4/84 18 30.0 .610 .566 1.422 .03'3 1000 2.290 .618E-01 .002
3/ 4/84 19 .0 .551 .566 1.451 .039 .000 2.298 .626E-01 .002
3/ 4/84 19 30.0 .539 .566 1.463 .039 .000 2.298 .613E-01 .002
3/ 4/84 19 60.0 .490 .566 1.486 .039 .000 2.298 .5B9E-01 .002
3/ 4/84 20 30.0 .477 .566 1.499 .039 .000 2.298 .571E-01 .402
3/ 4/84 20 60.0 .477 .566 1.501 .039 .000 2.298 .575E-01 .002
3/ 4/84 21 30.0 .428 .566 1.526 .039 .000 2.298 .551E-01 .002
3/ 4/84 21 60.0 .416 .566 1.540 .039 .000 2.2'38 .539E-01 .002
3/ 4/84 22 30.0 .414 .566 1.544 .039 .000 2.2'98 .536E-01 .002
3/ 4/84 22 60.0 .413 .566 1.544 .039 .000 2.298 .535E-01 .002
3/ 4/84 23 30.0 .367 .566 1.572 .039 .000 2.298 .512E-01 .002
FLOW WT'D MEANS 1.583 2.127 .986 .127 .976 4.633 .302E+04 1.028
FLOW WT'D STD-DEVS 56.776 9.463 .349 .516 J.219 12.860 .30'3E+05 6.255
TOTAL LOADS 13 5859.100 18.037 8.365 1.076 8.280 39.294 .116E+i1 8.719
CUB-FT LBS LBS LBS LBS LBS TOT QUAN LBS
* * * * * RUNOFF SIMULATION ENDED NORMALLY * * * * *
STORAGE BLOCK CALLED.
ENTRY MADE TO STORAGE/TREATMENT dODEL.
STORAGE/TREATMENT MODEL WRITTEN BY UNI'JERSIi OF FLORIDA, JUNE 1981. (UPDATED JANUARY 1983.)
NC SCS 1 iYPE T 11 5 NORTH A 24 HOUR )TORM E'"%EJT
JIENTURE 6GNGiNEERIJGI,Em .-
WRIGHTSBOP.O PLAZA, NEW HANO'VER COUNTY, NORTH CAROLINA
VENTURE ENGINEERINu, :'iC.- 3-CS TYPE Ii : `EAR, 4 ;TOUR STORM EVENT
WRIGHTSBORO PLAZA, NEW ANOVER COUNTY, NORTH CAROLINA
VENTURE "ENGINEERING` JC TYPE -11 5 YEAR 24 HOUR STORM EVENT
INPUT DATA-SET OUTFALLS MT THE FOLLOWING ELEMENT NUMBERS:
99
INPUT DATA SOURCE RUNOFF BLOCK
EXTERNAL ELEMENT NUMBER 99
NUMBER OF TIME STEPS 143
TIME STEP SIZE,SECONDS 600.0
NUMBER OF S/T UNITS 5
COST MODEL USED" NO
STARTING DATE 3/ 4/84
STARTING TIME 0 .00
INPUT/OUTPUT UNITS U.S. CUSTOMARY
TRIBUTARY AREA,ACRES 8.0
FLOW CONVERSION FACTOR .10000E+01
NUMBER OF POLLUTANTS 3
POLLUTANT 1 SUS.SOL
UNITS MG/L
PART. SIZEIVEL. USED?: NO
POLLUTANT 2 TOT COLI
UNITS MPN/L
PART. SIZE/VEL. USED?: NO
POLLUTANT 3 METALS
UNITS MG/L
PART. SIZE/VEL. USED?: NO
MONTHLY EVAPORATION RATES, IN/DAY
JAN FEB MAR APR MAY JUNE JULY AUG SEPT OCT NOV DEC
.100 .100 .150 .250 .300 .600 .600 .700 .600 .400 .100 .100
UNIT CHAR'ACTc:'I33TICS
UNIT R 1 i;HARACTERIST:,i
**?*??*??#itt ifk*1f$*if it ?t ltt++
GENERAL UNIT DESCRIPTION:
NAME GRASSED SWALE al
TYPE OF UNIT DETENTION
Ihn. ;LLOwhoLE iiYFLOW,CFS: 1000E+03
FLOW DIRECTIONS:
BYPASS TO UNIT
TREATED OUTFLJW TO UNIT 4 2
RESIDUALS TO jNIT 4 2
NOTE: UNIT 100 IS THE i+c:+T 8L0Ck AND UNIT 3u IS ULTIMATE DISPOSAL
POLLUTANT REMOVAL MECHANISM:
POLLUTANT SUS.SOL
REMOVAL MECHANISM REMOVAL EQUATION
MAX. REMOVAL FRAC. 1.0000
VARIABLE TYPES 0 0 1 0 0 0 0 0 0 0 0
COEFFICIENT VALUES : .0000E+00 .0000E+00 -.3028E-03 ,0000E+00 .0000E+00 .0000E+00 .0000E+00 .0000E+00
.0000E+00 .0000E+00 .0000E+00 .6500E+00 -.6500E+00 .0000E+00 .0000E+00 .1000E+01
POLLUTANT : TOT COLI
REMOVAL MECHANISM REMOVAL EQUATION
MAX. REMOVAL FRAC. 1.0000
VARIABLE TYPES 0 0 1 0 0 0 0 0 0 0 0
COEFFICIENT VALUES .0000E+00 .0000E+00 -.2000E-02 .0000E+00 .0000E+00 .0000E+00 .0000E+00 .0000E+00
.0000E+00 .0000E+00 ,0000E+00 .8000E+00 -.8000E+00 .0000E+00 .0000E+00 ,1000E+01
POLLUTANT : METALS
REMOVAL MECHANISM REMOVAL EQUATION
MAX. REMOVAL'FRAC. 1.0000
VARIABLE TYPES 0 0 1 0 0 0 0 0 0 0 0
COEFFICIENT VALUES 0000E+00 ,0000E+00 -,3028E-03 .0000E+00 .0000E+00 ,0000E+00 .0000E+00 0000E+00
.0000E+00 .0000E+00 .0000E+00 .4500E+00 -.4500E+00 .0000E+00 .0000E+00 .1000E+01
DETENTION UNIT CHARACTERISTICS:
POLLUTANT ROUTING METHOD PLUG FLOW
RESIDUALS DRAW-OFF SCHEME: NEVER DRAWN OFF
DEPTH-AREA-STORAGE-FLOW RELATIONSHIPS :
DEP'TH,FT SURFACE AREA,39 FT STORAGE,CU FT TREATED OUTFLOW,CFS RESIDUAL FLOW,CFS
.0000E+00 .5800E+03 .i:000E+00 .0000E+00 ,0000E+00
.2000E+00 .9290E+03 .1509E+03 .0000E+00 .0000E+00
.4000E+00 .1278E+04 .3716E+03 ,0000E+00 ,0000E+00
.6000E+00 .1627E+04 .6621E+03 .0000E+00 .0000E+00
.8000E+00 .1976E+04 .1022E+04 .0000E+00 .0000E+00
.1000E+01 .; 325E+04 .1453E+04 .0000E+00 .0000E+00
.100E+01 .2798E+04 .1965E+04 .1000E+00 .0000E+00
.1400E+01 .3271E+04 .2572E+04 .2120E+01 .0000E+00
.1600E+01 .3144E+04 .3273E+04 .3900E+01 .0000E+00
.1800E+01 .4217E+04 .4069E+04 .6020E+01 .0000E+00
.2000E+01 .4690E+04 .4960E+04 .8400E+01 .0000E+00
SLUDGE GENERATION:
POLLUTANT DETERMINING SLUDGE GENERATION : SUS.SOL
CONCENTRATION IN SLUDGE, MG/L .8000E+06
MAXIMUM SLUDGE DEPTH,FT .2000E+00
INITIAL CONDITIONS:
UNIT # 2 CHARACTEF'ISTIC3
GENERAL 'U'NIT DEcKR FTiuri:
i'1 rt I?C . 4r.n J•]Lu 0"HLL Y..
girt:. NLLU-:
FLOW DIRECTIONS:
BYPnGU Tu u J i i # :;
TREATED uUTFLUW TO UNIT it
RESIDUALS TO UNIT 4 3
NOTE: UNIT 180 IS THE NEXT SLOCK AND UNIT X00 iS ULTIMATE DISPOSAL
POLLUTANT REMOVAL MECHANISM:
POLLUTANT SUS.SOL
REMOVAL MECHANISM REMOVAL EQUATION
MAX. REMOVAL FRAC. 11.0000
VARIABLE TYPES 0 0 1 0 0 0 0 0 0 0 0
COEFFICIENT VALUES .000OE+00 .0000E+00 -.3028E-03 .0000E+00 ,0000E+00 .0000E+00 .0000E+00 .0000E+00
.0000E+00 .11000E+0• .0000E+00 .6500E+00 -.6500E+00 .0000E+00 .0000E+00 .1000E+01
POLLUTANT TOT COLI
REMOVAL MECHANISM ; REMOVAL EQUATION
MAX. REMOVAL FRAC. 1.0000
VARIABLE TYPES 0 0 I 0 0 0 0 0 0 0 0
COEFFICIENT VALUES : .OOOOE+00 .0000E+00 -.2000E-02 .0000E+00 .0000E+00 .OOOOE+00 .O000E+00 .000OE+00
.0000E+00 .0000E+00 .0000E+00 .3000E+00 -,800tE+00 .0000E+00 .0000E+00 .1000E+01
POLLUTANT METALS
REMOVAL MECHANISM REMOVAL EQUATION
MAX. REMOVAL FRAC. 1.0000
VARIABLE TYPES 0 0 1 0 0 0 0 0 0 0 0
COEFFICIENT VALUES : .0000E+00 .0000E+00 -.302BE-03 .OOOOE+00 .0000E+00 .0000E+00 .OOOOE+00 ,0000E+00
.0000E+00 .0000E+00 .0000E+00 .4500E+00 -.4500E+00 .0000E+00 .0000E+00 .1000E+01
DETENTION UNIT CHARACTERISTICS
POLLUTANT ROUTING METHOD : PLUG FLOW
RESIDUALS DRAW-OFF SCHEME: NEVER DRAWN OFF
DEPTH-AREA-STORAGE-FLOW RELATIONSHIPS :
DEPTH,FT SURFACE AREA,SQ FT STORAGE,CU FT TREATED OUTFLOW,CFS RESIDUAL FLOW,CFS
.0000E+00 .1440E+04 .O000E+00 .0000E+00 .0000E+00
.2000E+00 .3014E+04 .4514E+03 .0000E+00 .0000E+00
.4000E+00 .4708E+04 .1230E+04 .0000c+00 .0000E+00
.6000E+00 .6342E+04 .2335E+04 .0000E+00 .0000E+00
.3000E+00 .7976E+04 .3166E+04 ,0000E+00 ,0000E+00
.1000E+01 .3610E+04 .5525E+04 .0000E+00 ,0000E+00
.1200E+01 .1021E+05 ,7507E+04 .1050E+01 ,0000E+00
.1400E+01 .1082E+05 .9610E+04 .3180E+01 .0000E+00
.1600E+01 .1142E+05 .1183E+05 .2330E+01 ,0000E+00
.IB00E+01 .1202E+05 .1418E+05 .4520E+01 ,0000E+00
.2000E+OI .1263E+05 ,1664E+05 ,6300E+01 ,0000E+00
SLUDGE GENERATION:
POLLUTANT DETERMINING SLUDGE GEN ERATION : SUS.SOL
CONCENTRATION IN SLUDGE, MG/L .3000E+06
MAXIMUM SLUDGE DEPTH,FT .2000E+00
INITIAL CONDITIONS:
VOLUME,CU FT . IOVCTt?J
POLLUTANT CONCENTRATIOJS
K,a SOL, lt]iL .UvuUc+00
TOT COLI, MPN/L .0000E+00
MET ALS , MGi L 0000E++1111
ftfftttttttttttttfftt++ff
UNIT # 3 CHARACTERISTICS
ttfttttttfrttt+++tt++ff++f
GENERAL UNIT DE=CR:;PT ?_:i:
+H 1jC . A TLrIi1 @ ] I V'M+]' +t
T,trE OF uiriT DE 1pJII-y
FLOW DIRECTIONS:
BY'P'ASS To UN i T 4 It
TREATED U1fL « Tu :1 1I A
RESIDUALS Tu 'NIT
NOTE: i1iT iG' i6 1FIE iKAI c+Lll:r HN UN 1I ?v i. iLTIMAT E uISPOSAL
POLLUTANT REMOVAL MEC:rlit5i9:
POLLUTANT SUS.SOL
REMOVAL MEJ,hA,il13M R E M 0 AL E9UATI014
MAX. REMGvAL FRAC. 006 0,
VARIABLE TYRE: 0 0 1 0 0 0 0 0 0 0 0
COEFFICIENT ';FLUES : .0000E+00 .0000E+00 -. 026E-03 .0000E+00 .0000E+00 .0000E+00 .01100E+00 OOOOE+00
.0000E+00 .0000E+00 .0000E+00 .6500E+00 -.6500E+00 .0000E+00 .OOOOE+00 .1000E+01
POLLUTANT TOT COLI
REMOVAL MECHANISM : REMOVAL EQUATION
MAX. REMOVAL FRAC. 1.0000
VARIABLE TYPES 0 0 1 0 0 0 0 0 0 0 0
COEFFICIENT `vALUES 0000E+00 .0000E+00 -.2000E-02 .0000E+00 .0009E+00 .0000E+00 .0000E+00 .0000E+00
.0000E+00 .0000E+00 .0000E+00 .8000E+00 -.3000E+C0 .0000E+00 .0000E+00 1000E+01
POLLUTANT METALS
REMOVAL MECHANISM : REMOVAL EQUATION
MAX. REMOVAL FRAC. : 1.0000
VARIABLE TYPES 0 0 1 0 0 0 0 0 0 0 0
COEFFICIENT VALUES : .0000E+00 .0000E+00 -.3028E-03 .0000E+00 .0000E+00 .0000E+00 .0000E+00 .0000E+00
.0000E+00 .0000E+00 .0000E+00 .4500E+00 -.4500E+00 .0000E+00 .0000E+00 .1000E+01
DETENTION UNIT CHARACTERISTICS:
POLLUTANT ROUTING METHOD : PLUG FLOW
RESIDUALS DRAG-OFF SCHEME: NEVER DRAWN OFF
DEPTH-AREA-STDRAGE-FLOW RELATIONSHIPS :
DEPTH,FT SURFACE AREA,-O& FT STORAGE,C:U FT TREATED OUTFLOW,CFS RESIDUAL FLOW,CFS
.0000E+00 .176,0E+03 .0000-+00 .0000E+00 .0000E+00
.2000E+00 .1626E+04 .2388E+03 .0000E+00 .0000E+00
.4000E+00 .2409E+04 .o503E+03 .0000E+00 .0000E+00
.6000E+00 .3353E+04 .1235E+04 .0000E+00 .0000E+00
.8000E+00 .4216E+04 .19731E+04 .0000c+00 .0000E+00
.1000E+01 .5060E+04 .2921E+04 .0000E+00 .0000E+00
.1200E+01 .7567E+04 .4136E+04 .2100E+01 .0000E+00
.1400E+01 .1005E+05 .5348E+04 .6360E+01 .0000E+00
.1600E+01 .1254E+05 .3201E+04 .1170E+02 .0000E+00
.1600E+01 .1503E+05 .10736E+05 .1606E+02 .0000E+00
.2000E+01 .1752c+.5 .1422E+05 .2520E+02 .0000E+00
SLUDGE GENERATION:
POLLUTANT DETERMINING SLUDGE GENERATION : SUS.SOL
CONCENTRATION IN SLUDGE, MGIL .8000E+06
MAXIMUM SLUDGE DEPTH,FT .2000E+00
INITIAL CONDITIONS:
VOLUME CU FT
W .1140E+03
POLLUT
CONCENTRATIONS
SUS.SOL, iGiL .0000E+00
TOT COLI, MPNIL .0000E+00
METALS , SGiL .0000E+00
f##f##fff###f+f###t+3##++
UNIT # 4 CkARACTER.ISIIi.S
ffffff#f####f#####f ##f +++
GENERAL UNIT DESCRIF'TIU-N:
YAMt : WCItH(ib 01UR.M i]C 4L
TYPE GF Ui+I T b? u T
FLOW DIRECTIONS:
S''PASS TO UNIT # 5
TREATED OUTFLCw TO UNIT 5
RESIDUALS TO UNIT ? S
T + 1 IS l1'yT li 'l '(' I T ?tT- rR rnl
NO 2: UNI 10U IS THE ivr AI _l'LOCr, AND UNIT : iU i, ULIIMnIC DISPOSAL
POLLUTANT REMOVAL MECHANISM:
POLLUTANT
REMOVAL MECHANISM
MAX. REMOVAL 'RAC.
VARIABLE TYPE3
COEFFICIENT ALUES
POLLUTANT
REMOVAL MECHANISM
MAX. REMOVAL FRAC.
VARIABLE TYPES
COEFFICIENT VALUES
POLLUTANT
REMOVAL MECHANISM
MAX. REMOVAL FRAC.
VARIABLE TYPES
COEFFICIENT VALUES
DETENTION UNIT CHARACTERISTICS:
S 0 9 . S 0 L
REMOVAL CcQUAT TCii
V 0
00E+iu0 .00V0,E+00 -.30-3E-03 .0000E+00 .0000E+00 .0000E+00 .0000E+00 .0000E+00 -70 V4UUt+uU .0000E+00 UUUUE+iiii 6Jii(it+Vj -,r,-i Vcr)V .0000,-+00 ODUUE+UU .1000E+1)1
TUT CULI
REMOVAL EQUATION
i) 0 i 0 0 0 ti 0 0 0 0
.0000E+00 .0000E+00 -.2000E-02 .0000E+00 .0000E+00 .0000E+00 .0000E+00 .0000E+00
.0000E+00 .0000E+00 0000E+00 .8000E+00 -.8000E+00 .0000E+00 .0000E+01) .1000E+01
METALS
REMOVAL EQUATION
1.0000
0 0 1 0 0 0 0 0 0 0 0
.0000E+00 .0000E+00 -.3028E-03 .0000E+00 .0000E+00 .0000E+00 .0000E+00 .0000E+00
.0000E+00 .0000E+00 .0000E+00 .4500E+00 -.4500E+00 .0000E+00 .0000E+00 .1000E+01
POLLUTANT ROUTING METHOD : PLUG FLOW
RESIDUALS DRAB-OFF SCHEME: NEVER DRAWN OFF
DEPTH-AREA-STORAGE-FLOW RELATIONSHIPS :
DEPTH,FT SURFACE AREA,SQ FT STORAGE,CU FT TREATED OUTFLOW,CFS RESIDUAL FLOW,CFS
.0000E+00 .3800E+03 .0000E+00 .0000E+00 .0000E+00
.2000E+00 .5210E+03 .3010E+02 .0000E+00 .,0000E+00
.4000E+00 .0020E+03 .2004E+03 .0000E+00 .0000E+00
.6000E+00 18030E+03 .1iJ49t+03 .0000E+00 .0000E+00
.8000E+00 .9440E+03 .5296E+0j .0000E+00 .0000E+00
.1000E+01 .1085E+04 .7325E+03 .0000E+00 .0000E+00
.1200E+01 .3635E+04 .1205E+04 .2100E+01 .0000E+00
.1400E+01 .bl85E+04 .2186E+04 .6360E+01 ,0000E+00
.1600E+01 .8135E+04 .3679E+04 .1110E+02 .0000E+00
.1800E+01 .1129E+05 .5680E+04 .1806E+02 .0000E+00
.2000E+i)t .1304E+05 .8193E+04 .2520E+02 .0000E+00
SLUDGE GENERATION:
POLLUTANT DETERMINING SLUDGE GENERATION : SUS.SOL
CONCENTRATION IN SLUDGE, MG/L .3000E+06
MAXIMUM SLUDGE DEPTH,FT .2000E+00
INITIAL CONDITIONS:
VOLUME CU FT .1330E+03
POLLUTANT CONCENTRATIONS
SUS.SOL, MG/L .0000E+00
TOT COLT, MPN/L : .0000E+00
METALS , MG/L .0000E+00
UNIT # 55 Gn -i?cnnr•n_L ._E_ 1 ?R. • l _ S
.n,:; l ..a
GENERAL UN! I DESi T iu_tr:
iY MIIC , .1C I Lm I Lt.'?.? ?J
iIrL Uf ullii uC - _
1?H A. NL UJYJMCLC iI Ct '_
FLOW DIRECTIONS:
BrAaS TU UN!_ I # 200
TREATED 'O'UTFLOW TO UNIT 4 200
REdlDUALd TO ::NIT # 2')0
NOTE: UNIT 100 IS THE NEXT iGCIL; AND 'UNIT 200 IS ULTIMATE DISPOSAL
POLLUTANT REMOVAL MECHANISM:
POLLUTANT SUS.SOL
REMOVAL MECHANIaM : REMOVAL EQUATION
MAX. REMOVAL FRAC. 1.,)000
VARIABLE TYPES V 0 1 0 0 0 0 0 0 0 0
COEFFICIENT VALUES : .0000E+00 .0000E+00 -.3028E-03 .0000E+00 ,0000E+00 .0000E+00 ,0000E+00 0000E+00
0000E+00 OOOOc+00 .0000E+00 .6500E+00 -.bSVOE+00 .0000E+00 .0000E+()O .1000E+01
POLLUTANT TOT I-CLI
REMOVAL MECHANISM REMOVAL EQUi
MAX. REMOVAL FRAC. 1.000
VARIABLE TYPES 0 0
COEFFICIENT 4ALUES .0000E+00
.0000E+UV
;T ION
0 0 p u 0 0 0 U
uu00E+i0 -.2000E-02 .000OE+00 .0000E+00 .0000E+00 .O000E+Ov .0000E+00
, 00* 00E+00 . OOOUE+U,) . 0, 0,0, 0E+00 -, p0 Ot) E t ij ?) , 000()E+0 ) , 11000E01) , 11 0 p0E+01
POLLUTANT METALS
REMOVAL MECHANISM ; REMOVAL EQUATION
MAX. REMOVAL FRAC. 1.0000
VARIABLE TYPES 0 0 1 0 0 0 0 0 0 0 0
COEFFICIENT VALUES ; 0000E+00 .0000E+00 -.3028E-03 .0000E+00 .0000E+00 OOOOE+00 .0000E+00 .0000E+00
.0000E+00 .0000E+00 .0000E+00 .4500E+00 -.3500E+00 .0000E+00 .0000E+00 .1000E+01
DETENTION UNIT CHARACTERISTICS:
POLLUTANT ROUTING METHOD : PLUG FLOW
RESIDUALS DRAW-OFF SCHEME: NEVER DRAWN OFF
DEPTH-AREA-STORAGE-FLOW RELATIONSHIPS :
DEPTH,FT SURFACE AREA,SQ FT STORAGE,CU FT TREATED OUTFLOW,CFS RESIDUAL FLOW,CFS
.0000E+00 .1975E+04 .0000E+00 .0000E+00 .0000E+00
.2000E+00 .1094E+05 .1891E+04 .0000E+00 ..0000E+00
.4000E+00 .1390E+05 .4375E+04 .0000E+00 .O000E+00
.6000E+00 .1686E+05 .1451E+04 .0000E+00 .0000E+00
.8000E+00 .1982E+05 .ill2'E+05 .O000E+00 ,0000E+00
.1000E+01 .2279E+05 .1538E+05 .0000E+00 .0000E+00
.1200E+01 .3168E+05 .2083E+05 .2100E+01 .0000E+00
.1400E+01 .4058E+05 005E+05 .6360E+01 .0000E+00
.1600E+01 ,4948E+05 .3706E+05 .1170E+02 .0000E+00
.1800E+01 .5837E+05 .4784E+05 .1806E+02 .0000E+00
.2000E+01 6i2iE+.i5 .6041E+OS 2520E+ii2 OOOOE+00
SLUDGE GENERATION:
POLLUTANT DETERMINING SLUDGE GENERATION : SUS.SuL
CONCENTRATION IN SLUDGE, ilG/L .8000E+u6
MAXIMUM SLUDGE DEPTH,FT .2000E+00
INITIAL CONDITIONS:
VOLUME CU FT .27 IE+04
POLLAiiI CONCcWTIt.mI NS
SUS.SOL, MG/L OOOOE+00
TOT COLI, MPN/L OOOOE+00
METALS , MG/L OOOOE+00
DATE TIME JNIT PARAMETER FLOW STORAGE DEPTH SUS.SOL TOT CGLI - ALS

-------------
------- ---- ---------------- 2
---------- --.U FT
---------- I
---------- ----------
----------
----------
MAR 4, 1934 (11 )i) i u1FLUW,TOIAL -c c-t)2 - 16 oICTCl3 1:S33c+i)6 2E+113
jir .u',i?cT .1661E+03 7 5E+OO 2E+i?3
6,D E 11111 .I E Tll it -+90
I ATcu 13 UTFLGW .1.1V!;.;Crlil. - - 000E+?i?i , ; n 0E+00 '0E+00
P•CJtUUHL i L?H ! i:CTVV - - I4, 1,ijE+IllJ ,0'00E+00 +0

i,LrIH -:. -+i 6
1. -
-
-
,APGRATION l; .c-i3 - - - - -
MAR 4, 1984 140.00 1 iNFLOW,TOTAL 64 2E-iii - - .1410E+03 .5384E+06 .1.472++)3
it r LOOVIC 1 0 .2 - - .1410E+03 .5884E+0G i '4iE+03
rrHao E+ii i 0)00E+;;,. '. +ivE+00
REATEu UU i FL" vCTUV - - i 0110E+Oii
v .0000E+00
, Oi)0E+00
R- iDUAL FLOW L+UU - - .ljojJOE+00 ,0
000E+00 . tli'VE+00
lhiiriwG
i<.L - ..:i 55E+0:,
_
UcrTH - - .LJ05C TV.1 - - -
cv rUrNTluI ,-LC-v,) - - - - -
MAR 4, 1984 230.1)11 1 lNFLOW,TOTAL .30-47E*j0 - - 0015E+02 .1536E+06 .3026E+02
IhFLOW,NET .io47c+00 - - .6675E+02 .1586E+06 .3636E+02
oYP'AS3 ).' t 'l - - OOOOE+00 0000E+00 .0000E+00
TREATED OUTFLOW vvvvE+00 - - 0000E+00 .000OE+00 .6000E+00
i--SIDUAL FLOW . j?,: ;E+OO - - .0000E+i)p ,ij6sii;c+i)0 , i<00E+u0
REMAINING - .9899E+03 - - - -
DEPTH - - 7820E+0i) - - -
EVAPORATION 614E-03 - - - - -
MAR 4, 1'384 320.00 1 INFLOW,TOTAL .41362+00 - - .3143E+02 .2913E+05 .1506E+02
iNFLOW,NET .4135E+00 - - .3143E+02 .2913E+05 .lc66E+02
BYPASS 0000E+00 - - .0000E+00 .0000E+00 .600E+00
TREATED OUTFLOW .3621E+00 - - .5523E+02 .1861E+05 .1141E+02
RESIDUAL FLOW .00002+00 - - 0000E+00 .0000E+00 .0000E+00
REMAINING - .1733E+04 - - - -
DEPTH - - .1109E+01 - - -
EVAPORATION .3738E-03 - - - - -
2 INFLOW, TOTAL .3621E+00 - - 5523E+02 .1861E+05 .4141E+02
INFLOW NET .3621E+00 - - .5523E+02 .7861E+05 .4941E+02
BYPASS .vOv0c+00 - - .0000E+00 OOOOE+00 01,00E+00
TREATED OUTFLOW .GOVvE+0u - - .0000E+00 .0000E+00 .Ov00E+00
RESIDUAL FLOW .00100E+00 - - OOOOE+00 .0000E+00 .0000E+00
REMAINING - .6248E+03 - - - -
DEPTH - - .2600E+00 - - -
EVAPORATION .5151E-03 - - - - -
MAR 4, 1984 410.00 1 INFLOW, TOTAL 4208E+0 0 - - .1320E+02 .8831E+04 056E+01
INFLOW,NET .422c+00 - - .1820E+02 .8831E+04 .9656E+01
BYPASS JCJc+00 - - .0000E+00 . .0000E+00 .600E+00
TREATED OUTFLOW .41562+00 - - .2209E+02 .11441+05' .1445E+02
RESIDUAL FLOW .0,00'E+00 - - .0000E+00 .OOOOE+00 .1,31,0E+00
REMAINING - .1758E+04 - - - -
DEPTH - - .1119E+01 - - -
EVAPORATION .574E-03 - - - - -
2 INFLOW
TOTAL .4150E+00 - - .2209E+02 .1144E+05 .1445E+02
,
INFLOW, NET .4156E+00 - - .2209E+02 .1144E+05 .1145E+02
BYPASS .00vOC+00 - - .0000E+00 .0000E+00 .0000E+00
TREATED OUTFLOW .0000E+00 - - .0000E+00 .0000E+00 .0000E+00
RESIDUAL FLOW .0000E+00 - - .0000E+00 .0000E+00 .000OE+00
REMAINING - .1904E+04 - - - -
DEPTH - - .5221E+00 - - -
EVAPORATION .855E-03 - - - - -
MAR 4, 1984 5 .00 1 INFLOW,TOTAL 4-;2-+00 - - .1124E+02 .3965E+04 .6862E+01
INFLOW,NET .410:2+00 - - .1114E+02 .3965E+04 6362E+01
BYPASS .001,0E+00 - - .0000E+00 .0000E+00 .Jj ;`oE+00
TREATED OUTFLOW .46'142+00 - - .1174E+02 .2512E+04 .7`83E+01
RESIDUAL FLOW .00,00E+00 - - OOOOE+00 .0000E+00 .0000E+00
REMAINING - .1798E+04 - - - -
DEPTH - - .11353_+01 - - -
cVAPORATION .382`2-03 - - - - -
DATE TIME uirl T PARAMETER L-oi STCRi Gt DEPTn 5US.SOL TOT GCLI c-ALS

_____________
_______ ____ ________________ 7
__________ u f I
__________ F I 100
__________ __________ i1PI4/l
__________ :,-L
________..-
?u+t 4C *':)c CE+'.;4 +(11
1'f L u- E rTi; t" .11774E+02 2151.E+64 __ -,`+111
10010E+1111 j(Iij E+ljij rill
T.:c TAD OUTFLOW ;E+00 - - p00QE+vv 0000E+00 of+00
--31D "L FLOW j' c:00 - - ,ti i0fit+ij0 0ijij0E+Qii + 0'
REMAINING - 3241E+04 - - - -
DEPTH
-
-
7 Z14c+vij -
-
-
EVAPORATION .1066E-02 - - - - -
MAR 4, 1984 550.00 1 INFLOW, TOTAL -:'E+00 - - .6763E+01 21166E+04 .4w,1E+01
NFLOW,NET -- c+0•) - - ,6168E+01 166E+04 .4%ji 01
.`i nSo vcriiil - - 1iij1ilc={i0 .ij000E+00 U;';ijE+1111
r.EnTED uUTFLGW 5:6121+I)0 - - .7104E+01 9315E+03 5791E+Q1
RcSiDUAI FLOW 0:jjvc+011 - - :)01i0E+011 .000021+ijij
)jE+i)0
V;l
cnntNi G .18,411+04 - - - -
DE'" TH - - II E+v; - - -
t'A'r'ORATION 366?t-03 - - - - -
lNFLOW,TOTAL 528121+vv - - 7104E+01 .9315E+03 - :121+01
II;FLW,NET 5 1t+00 - - 7104E+01 .79315E+03 .5191E+01
0000E+00 , 0000E+00 '00E+00
REhIr OUTFLOW vv.iE+00 - - 01100E+00 .00Q0E+00 v v0E+00
RESIDUAL FLOW .1ov.,vE+v0 - - 0000E+00 .0000E+00 t'. ` i.) c E+1
..- , j0
REMAINING - .4744E+04 - - - -
utF'TH - - ,911121'+011 - - -
cvr'iPORATiGN i?SSc-02 - - - - -
MAR 4, 1984 640.00 1 iNFLOW,TOTAL 547--+00 - - 3974E+01 .1313E+04 .3249E+01
iNFLOW,NET 5475E+00 - - 3974E+01 .1318E+04 ;c49E+01
BYPASS 0000E+0u - - .OOOOE+00 .0000E+00 .06,00E+00
TREATED OUTFLOW 541E+00 - - 4242E+01 .4711E+03 .21627E+01
RESDUAL FLOW 0000E+00 - - 01100E+00 .0000E+00 .0000E+00
REMAINING - .1850E+04 - - - -
DEPTH - - .1155E+01 - - -
EVAPORATION 38967-03 - - - - -
2 INFLOW, TOTAL 5421E+00 - - .4242E+01 .4711E+03 .3627E+01
INFLOW, NET .5421E+00 - - 4242E+01 .4111E+0; 621E+Q1
BYPASS 0v 111E+OQ - - .0000E+00 .0000E+00 )':)vOE+00
TREATED OUTFLOW .2537E+00 - - 0000E+00 .0000E+00 .0000E+00
RESIDUAL FLOW .0000E+00 - - .0000E+00 .0000E+00 ,()(0ij0E+00
REMAINING - .6089E+04 - - - -
DEPTH - - .1057E+01 - - -
EVAPORATION .i4i5t-02 - - - - -
3 INFLOW, TOTAL .253/21+00 - - .0000E+00 .0000E+00 .0000E+00
INFLOW,NET .2581E+00 - - .0000E+00 .0000E+00 .OOOOE+00
BYPASS v1vvE+00 - - 0000E+00 .000OE+00. .0000E+00
TREATED OUTFLOW vovvE+00 - - .,0000E+00 .0000E+00 .OOOOE+00
RESIDUAL FLOW .;1%0021+00 - - 0000E+00 .0000E+00 .0000E+00
REMAINING - .5144E+03 - - - -
DEPTH - - .2659E+00 - - -
E'dAF'OP:ATION 21 ^-
.764E-03 - - - - -
MAR 4, 1984 730. 00 1 INFLOW,TOTAL .6462;+00 - - 2413E+01 .3005E+03 .2181E+01
INFLGW,NET .b4e2E+90 - - .2413E+01 .8005E+03 .21877E+01
BYPASS i%:1vt+00 - - .0000E+00 .000QE+00 .00110E+00
TREATED OUTFLOW 6217E+00 - - .2461E+01 .2763E+03 .2412E+01
RESIDUAL FLOW 0v+0E+00 - - 0000E+00 .0000E+00 .0000E+00
REMAINING - .1915E+04 - - - -
DEPTH - - .1181E+01 - - -
E4'APORATION .3362E-03 - - - - -
2 IN'FLOWITOTAL 6217E+00 - - 2461E+01 .2763E+03 .2411E+01
INFLGW,NET .62i't+00 - - .2461E+QI .2763E+03 .2412E+01
BYPASS .+iQl-vt+00 - - 0000E+00 .OOOOE+00 .0000E+00
TREATED OUTFLOW 516vE+00 - - .1022E+02 .399'E+04 .ij 2
RESIDUAL FLOW 00011E+00 - - 0000E+00 0000E+00 .0000E+00
REMAINING - .6533E+04 - - - -
DEPTH - - .1102E+01 - - -
EVAPORATION .1425E-02 - - - - -
DATE TIME I7 CMRMi
1 N,
Luw -rnr?
bitiAti iicrln
-E -r!
:JU0 .auL -r
uT I;OLI ,;-,. r
,.,nLa

------------- -------
----------------
---------- Lu f i i i
---------- ---------- iYiJit
---------- uri?iL
---------- ./L
_____--_--
:s,? ? T UTIL = = - - 'E+VL 3 93E+ 04
33'33-+04 i 3-+0
111)(.1+I)%i
Ircr.iCv ul)Ii Lu :LT V A :1Cti:J.
.LJI LIVAL FLOW ...'. .IC {•;lli - - IV. j.?[+1111 ,?i(ji;)E tll(I ;I[+l
dC1 IA Ii IN1] - . tO/Ct+p4 - - - -
il1PTi1 - - .7163E+00 - - -
?I
L4nr?Jr.Hi1V1\ cz-
MAR 4, 1984 320. 00 1 INFLiw,TuTAL 1462E+O1 4612E+03 .1 18E+01
iN FL0W,NET 755?E+00 - - 1462E+01 .4672E+03 .1348E+01
0000'+00 ^000E+011 VE+00
TREATED OUTFLOW 7359E+00 - - .1468E+01 .1576E+03 .i d0E+O1
?ESIDUAL FLOW 0 i?vVE+0
0
- -
0000E+00
.0000E+00
.0+;i;E+00
REMAINING - .1986E+04 - - - -
DEPTH - - 1207E+01 - - -
EVAPORATION 4v'_E-03 - - - - -
INFLOW, TOTAL 1359E+00 - - 1468E+01 .1576E+03 ,1530E+0I
iNFLOW,NET .135;-+00 - - 1468E+01 .1576E+03 .1530E+01
BYPASS ;;?vi?E+00 - - .0000E+00 .0000E+00 .0000E+1;)i)
TREATED OUTFLOW 05 YIC+UU - - .4134E+01 .4677E+03 .4154E+01
RESIDUAL FLOW +1; V i-+i?i? - - 0000E+00 .011011E+00 .OOUOE+0(1
REMAINING - .6783E+04 - - - -
DEr'TH - - .1127E+0i - - -
tVAPGRATION .14;6--02 - - - - -
3 IINFL0a,TGTAL 6741-+00 - - .4184E+41 .4677E+03 .41;4-+111
INFLOW, NET .0341t+00 - - .4134E+01 .467 c+03 .4154E+01
BYPASO JOuriE+00 - - .0000E+00 .0000E+00 .v0+?riE+60
TREATED OUTFLOW .34«E+00 - - .0000E+00 ,0000E+00 .0000E+00
RE31DUAL FLOW JOi0E+00 - - 0000E+00 .0000E+00 .0000E+00
RENA!III ING - .322*0E+04 - - - -
DEPTH - - .1047E+01 - - -
EVAPORATION 3241E-03 - - - - -
4 INFLOW'T OTAL .342E+00 - - 0000E+00 .0000E+00 .0000E+00
iNFLOW,NET .544L.E+00 - - .0000E+00 .0000E+00 .0000E+00
BYPASS 0000E+00 - - 0000E+00 .0000E+00 ,0000E+00
TREATED OUTFLOW 00110E+00 - - 0000E+00 .0000E+00 .0000E+00
RESIDUAL FLOW .0000E+00 - - 0000E+00 .0000E+00 .0000E+00
REMAINING - .3919E+03 - - - -
DEPTH - - .6424E+00 - - -
EVAPORATION .1205E-03 - - - - -
MAR 4, 1984 910.00 1 INFLOW, TOTAL .3536E+00 - - .3503E+00 .2544E+03 .1467E+00
iNFLOW,NET .8586E+00 - - .9503E+00 .2544E+03 .7467E+00
BYPASS 00110E+00 - - .0000E+00 .0000E+00 .0000E+00
TREATED OUTFLOW .3450E+00 - - .8844E+00 .8757E+02' .9366E+00
RESIDUAL FLOW .0000E+00 - - .0000E+00 .0000E+00 .0000E+00
REMAINING - .2030E+04 - - - -
DEPTH - - 1«;:E+01 - - -
EVAPORATION .41E-03 - - - - -
2 iNFLOW,TOTAL .843uE+00 - - .3844E+00 ,3757E+02 .9366E+00
iNFLOWINET .8450E+00 - - .8844E+00 .B757E+02 .9366E+00
3YPASS .00v0E+00 - - 0000E+00 .0000E+00 .0000E+00
TREATED OUTFLOW .7134E+00 - - .2095E+01 .1304E+03 .2484E+01
RESIDUAL FLOW .0000E+00 - - ,0000E+00 .0000E+00 .0000E+00
REMAINING - .1005E+04 - - - -
DEPTH - - .1149CtOi - - -
EVAPORATION .1450E-02 - - - - -

3
7 'IF' YI U''"'L
"
iN LU, IIM

. i i,-''iYC? I
--^'01
- -

?^
.209uc+01
.1304r 1+0u
.2,34E+01
INFLOW,NET 77a4E+00 - - IL035E+01 .13304E+03 .2484E+01
BY'P'ASS 0"E +v0 - - 0000E+00 .0000E+00 .0000E+00
TREATED OUTFLOW /4b4t+00
- -
.3639E+01
,3821E+03
.4113E+01
RESIDUAL FLOW .00VOE+00 - - 0000E+00 .0000E+00 OOV0E+00
REMAINING - .3378E+04 - - - -
DEPTH - - .1072E+01 - - -
EVAPORATION 065E-u3 - - - - -
DATE TIME SNIT PAF'Ai'1ETcR :'W STORAGE DEPTH US. SOL TOT COLI ilc-TALS

------------- ------- ----
----------------- .-?
---------- CU ? T
---------- FT 'iGr.
---------- ----------
----------
----------
1 lllr i" 1111 ML "o•J ?.-.tl:il .vl l?L lC+I.I.J
llYl LL191, IYC -? _ _ JJJ 7Ct !1 vl']4,.C•-0,) --uCtlll
PIfM?J :Ctll ti - - V. .; +,I4, , lilt C. t -i'. ;t;t Tllll
1 ISChirCL UUir HUH '?'I - - OCtVl :j5utt,JL L jC+1?1
_J:uV!iL i LJYi :it)t)Ct0') ,ii:??il)Ct11?i li)CtQ
_ _
,.c'iniiriir?i
-
!C+
- -
-
-

cvnF?rtt+Tii,i+ uu3E-v3 - - - - -
J ,14(L-W,IUThiL ;.?Cr10 J. Ot+111 r.79j6E+0•s 377K+01
,Jr LLd, NE . SUBEE+Oi , 395fiE+i?3 . S'79E+U i
.0100E+00 iE+Ilii
REATED 0U I F L0 +:: C*Ui) - - OOOOE+00 .0000E+00 COi)UE+UO
rcSiDUAL FLOW jJc+(ili - - O )ijijEti)0 0000E+00 j!i(IE+ijQ
vENA 11ING - .424+4tt04 - - - -
DEP-H - - 3834E+00 - - -
EVAPORATION
MAR 4, 1984 10 .00 1 INFLOW,TOTAL 1021E+01 - - .7144E+00 .1239E+03 .3,167E+00
INFLOW,NET .10211E+01 - - .7144E+00 .12813E+03 .3767E+00
BYPASS ,v0ijvE+00 - - 0000E+00 .0000E+00 .0000E+00
TREATED OUTFLOW '02E+00 - - .5948E+00 .4539E+02 .4903E+00
icSIDUAL FLOW 10000E+00 - - .0000E+00 .0000E+00 .0000E+00
REMAINING - .2098E+04 - - - -
DEPTH - - 1244E+01 - - -
EVAPORATION .41133E-03 - - - - -
2 114FLOW, TOTAL 99021E+00 - - .51348E+00 .4539E+02 .49013E+00
iNFLGW,NET .9902E+00 - - .5948E+00 .4533E+02 .4909E+00
BYPASS 00v0E+00 - - .0000E+00 .0000E+00 .0000E+00
TREATED OUTFLOW .35 `E+00 - - ,3974E+00 .5742E+02 .1436E+01
RESIDUAL FLOW vvvOC+00 - - 0000E+00 0000E+00 .0000E+00
REMAINING - .7238E+04 - - - -
DEPTH - - .1173E+01 - - -
cVA'ORATION .i4boE-02 - - - - -
3 INFLOW, TOTAL .813 +00 - - .91374E+00 .5742E+02 .1436E+41
iNFLGW,NET o525ct00 - - .5974E+00 .5742E+02 .1436E+01
BYPASS 00vOc+011) - - .0000E+00 .0000E+00 .OOOOE+00
TREATED OUTFLOW :8G» t+OO - - 1508E+01 .4273E+02 .2090E+01
RESIDUAL FLOW 0vc9C+00 - - .0000E+00 .0000E+00 .0000E+00
REMAINING - .3443E+04 - - - -
DEPTH - - .1084E+01 - - -
EVAPORATION .0054E-03 - - - - -
4 INFLOW, TOTAL .864 cToo - - .1508E+01 .4273E+02 .2090E+01
INFLOW, NET .8647E+00 - .1508E+01 .4273E+02 .2090E+01
BYPASS 0000E+00 - - 0000E+00 : .0000E+00 .0000E+00
TREATED OUTFLOW .8550E+00 - - 1618E+01 .2307E+02 .2250E+01
RESIDUAL FLOW .0060E+00 - - OOOOE+00 .0000E+00 .0000E+00
REMAINING - .9274E+03 - - - -
DEPTH - - .1083E+01 - - -
EVAPORATION .30134E-03 - - - - -
5 INFLOW, TOTAL .8550E+00 - - ,1618E+01 .2307E+02 .2250E+01
!NFLOW,NET .8550E+00 - - 1618E+01 .2307E+02 .2250E+01
BYPASS .0000E+00 - - 0000E+00 .0000E+00 .0000E+00
TREATED OUTFLOW .0000E+00 - - .0000E+00 .0000E+00 .0000E+00
RESIDUAL FLOW 0000E+00 - - .0000E+00 .0000E+00 .0000E+00
REMAINING - .6662E+04 - - - -
DtP'IH - - .5487E+00 - - -
EVAPORATION 2330E-v2 - - - - -
MAR 4, 1984 1050.00 1 iilFvi,TGTAI .14;4 +Vt - - 6115E+00 .5131E+02 .ic01E+00
INFLGI;,NET .1444E+01 - - .6115E+00 .5181E+02 .1601E+00
BYPASS 01110E+UU - - .0000E+00 .0000E+00 .0000E+00
T;cNTcu OUTFLOW i34ic+01 - - .41148E+00 .2064E+02 .2229E+00
rcoiuUAL FLOW vv:vE+00 - - .0000E+00 .0000E+00 .0000E+00
REMAINING - .2, 2b9E+04 - - - -
DEPTH - - .13AOE+01 - - -
EVAPORATION Y? c-v3 - - - - -
DATE IlilE UtJIT rARAMEI =LOW STORAGE DEPTH SU',SOL TOT GOLI "tETALS

------------- ------- ----
---------------- -:?
---------- CU FT FT
---------- ---------- MGJL
---------- 'irNr'L
-'--------- L
----------
,. .Ilr L,iY, I OTHL : C+ll l - - , 444ot+! O -VO'#E+' E+ii!,i

tI?f LUW,i1Cl
'!t CTIJ1
._ - nE

m T'ill
YO HO

.064E+02
YrAS:? 1000E+00 , 10011E+00 , )
)OuE+c
I I',CMIC:1 UV Ii LLW 2 CT•!1 - 96-SE+01 X54"E+Ci _
4E+C'I)
I-3LUUrfL rLOW .iil1111C t00 00IIE+C)0 i)IIET
Al ri it'd - 7670E+i;4 - - - -
.1t1JC T:.-i - - -
CVMf Uhhtl 14 .tTV"TC-It - - - -
J iIYf Ci1W, 1 OTAL i Gr'G+Ui yib-E+llJ .1'547,-+iI , . l i 34E+u0
'Alf ue,NET iit?2E+;)i - - 4963E+00 2547E+i)2 7 4E+(:i0
i, v E TO l) - - :.i illUC tUlj iQE tliii ;1111)11 E+6
-','HT_ -."T^
I I:C, c- UUI(LOW
'.:VCT?l1 __..? 0',
6 DS2C+0 , 1.16/C+li2 , 114 iCTV1
r.c i L, f LAW .. `J'J ilCTVV - - . V':I ?iyC+1111 , ilUi)VE+«? , iit.l;j(JC+til)
°. C 11 Ml iJ ), 1Ytl - .oj'3JC+U4 - - - -
uc TH - - .1107cTul - - -
E6APORATION 26E-03 - - - - -
.
Y r,;? ,., T^.T
uv UW,IUTAL
Va i +
E 01 - - 6632E+;;
1) +c
1367E 12
1i42cttll
INFLOW, NET 1i;cE+111 - - 6632E+00 .1367E+02 .1142E+01
B'tPAB? u0'J;ic+00 - - .0000E+00 .0000E+01) l%i!00E+00
TREATED OUTFLOW 53E+0 1 - - 7326E+00 .6324E+01 .151E+01
RESIDUAL FLOW viVUc+00 - - 11000E+00 ,0000E+00 0000E+00
REMAINING - .9770E+03 - - - -
DEPTH - - 110 E+()i - - -
EVAPORATION .3402E-03 - - - - -
5 lNFLOW,TOTAL iiJ3t+01 - - .7 26E+00 6324E+01 .1251E+01
INFLOW, NET .1053E+01 - - .7326E+00 .6324E+01 .1251E+01
BYPASS 01000E+00 - - 0000E+00 ,0000E+00 .0000E+00
TREATED OUTFLOW .0000E+00 - - .0000E+00 ,0000E+00 .0000E+00
RESIDUAL FLOW 0000E+00 - - 0000E+00 .0000E+00 .0000E+00
REMAINING - .9530E+04 - - - -
DEPTH - - .7133E+00 - - -
EVAPORATION .2682E-02 - - - - -
MAR 4, 1984 1140.00 i INFLOW,TOTAL 2370E+01 - - .5729E+00 .1356E+02 .3965E-01
INFL'UW,NET .2370E+01 - - .5729E+00 .1356E+02 .3965E-01
BYPASS viiuvc+00 - - 0000E+00 .0000E+00 .0000E+00
TREATED OUTFLOW .2184E+01 - - ,4640E+00 .6922E+01 .6688E-01
RESIDUAL FLOW uuiiuE+00 - - .0000E+00 ,0000E+00 C)ol0oE+00
MAlNIN6 - .2651E+04 - - - -
DEPTH - - .1423E+1i1 - - -
EVAPORATION 4oiv'c-03 - - - - -
2 iNFLOWITOTAL .2104E+01 - - .4640E+00 .G922E+01 .6688E-01
!NFLOW,JET .2104E+01 - - .4640E+00 .6922E+01 .6688E-01
BYPASS u0v0E+00 - - .0000E+00 . .0000E+00 .3000E+00
TREATED OUTFLOW 167E+01 - - 2701E+00 .8616E+01' .2918E+00
RESIDUAL FLOW vii00E+00 - - .0000E+00 .0000E+00 .0000E+00
REMAINING - .8408E+04 - - - -
DEPTH - - .1286E+01 - - -
EVAPORATION .1515E-02 - - - - -
3 INFLOW,TOTAL .1067E+U1 - - 2701E+00 3616E+01 .2313E+00
INFLOW,NET .1867E+01 - - .2701E+00 .8616E+01 .2918E+00
BYPASS 0000E+00 - - .0000E+00 .0000E+00 .0000E+00
TREATED OUTFLOW 16'",8E+01 - - 2919E+00 .4643E+01 .5317E+00
RESIDUAL FLOW ,00110E+00 - - 0000E+00 .0000E+00 .0000E+00
REMAINING - .3993E+04 - - - -
DEPTH - - .1170E+01 - - -
EVAPORATION .1040E-02 - - - - -
4 INFLOW, TOTAL 168E+01 - - 2919E+00 .4643E+01 .5317E+00
INFLOW,NET '8E+01 - - .2919E+00 .4643E+01 .5317E+00
oYPASS i101+00 - - 0000E+00 .0000E+00 .0000E+00
TREATED 'OUTFLOW .16,7c+01 - - .3079E+00 .2453E+01 .5952E+00
RESIDUAL FLOW 0010E+00 - - OOOOE+00 .0000E+00 0000E+00
REMAINING - .1118E+04 - - - -
IITH
ut;, I
-
- .1163E+01
-
-
-
cVArORFTION .4506E-0"s - - - - -
n. •?•?-r.- rr n-" r U,-r ,, r
DATE TIME UNIT fh'r'AMEiER r ?IGRhGE DEPTH SUS.SGL TOT 00LI c.HL D
u F I FT 11311 MP V/L ", iL
------------- ------- ---- ---------------- ---------- ---------- ---------- ---------- ---------- ----------
5 Ir Ll?w,TOTAL _ -=-1; - - +(!i; 245 :E ti)1
;W X41, IET Ir, ZT0l - - _E +u0 453E+01 32E+0 )
r' j:; cr;; ; - - E+i);i 060E+60 I Is[n i c3 vU I F LUA ETI - ii'..)i 0E+o0 00,C)0E+. v QE+(!!i
rlc:iI AL FLEW Ai Cti); - - ;1111+)E+1)0 0(10 0E+i1i) :1jE+t10
Ei'iAINING - , iS64E+i)5 - -
uc 1H - - 9131E+6'j - - -
EVAPORATION .3i?_1E-02 - - - - -
ffffffffff UNIT I HAS EXCEEDED THE MAXIMUM STORAGE VOLUME JN 3/ 4/84 AT 1210.00. THE EXCE33 HAS BEEN BYPASSED. fff+++*}++
?fffffffff UNIT i HAS EXCEEDED THE 11 A X I M U M STORAGE VOLUIiE ON 3i 4 /6 It AT 1220.00. THE EXCESS HAS BEEN BYPASSED, ffffffffff
ffffffffff UNIT 2 HAS EXCEEDED THE MAXIIUM STORAGE VOLUME 3N 3i 4/34 AT 1220.00. THE EXCE33 HAS BEEN BYPASSED. fff+ffff++
ff+fffffff UNIT 1 HAS EXCEEDED -HE 1A;= ii ii STORAGE '0L1'11E ?ll 4iS4 AT 1:30.00. THE EXCcoS HAS BEEN BYPASSED, fffffff++f
ffffffffff UNIT 2 HAS EXCEEDED rEDc -D THE Mr+ "MUM STORAGE VOLUME jN 3i 4/34 AT 1230.01). THE EXCE33 HAS BEEN BYPASSED. ffffffffff
A?
ffffffffff UNIT 3 HAS EXCEEDED THE `1AXIMUM STORAGE VOLUME u_N 3/ 4134 AT 1230.00. THE EXCESS HAS BEEN BYPASSED. ffffffffff
ffffffffff UNIT 4 HAS EXCEEDED -HE MAXIMUM STORAGE VOLUJME UtI 3/ 4/34 AT 1230.00. THE EXCESS .,AS BEEN BYPASSED. ffffffffff
MAR 4, 1'384 1230,1.0 ItdFLiW,TO-AL - -=TO - - 5339E+00 .5835E+00 .1725E-02
IN N W, k l d40 1 +0 - - 5 139E+00 5335E+()0 i 5E-U2
BYPASS3orcru2 - - Joa3E+u0 .5835E+00 .1725E-02
TREATED OUTFLOW 3»1IE+t)i - - +Ji1E+U1 .3390E+00 .1599E-02
RE31- i,11AL FLEW V i100E+00 - - 0000E+00 .0000E+00 .0000E+00
Ru1Alii 1N13 - .49GOE+04 - - - -
r-VAP11 RATIO1I .0/o°;c-03 - - - - -
"1FL I0TiTTHr. A ? ;- :-.-c+U? - -
,W ,10 5141E+00 C',-?
16E+00 .171E-On
INFLOW, NET 33i2c+01 - - .5141E+00 5326E+00 .1771E-02
B`Irh6e 1/C+02 - - .5141E+00 .5326E+00 .1711E-02
TREATED OUTFLOW 0300E+01 - - 32.26E+00 .1060E+01 JJLLE-111
RESIDUAL FLOW .0000E+00 - - 0000E+00 .0000E+00 .0000E+00
REMAINING - .1664E+05 - - - -
DEPTH - - .2000E+o, - -
EVAPORATION .1821E-02 - - - - -
3 iNFLOW,TOTAL .3201E+02 - - .4164E+00 .6361E+00 .7949E-02
INFLOW,NET Lo53E+02 - - 4io4E+00 .6361E+00 .7949E-02
BYPASS .5492E+01 - - .4164E+00 .6361E+00 .7949E-02
TREATED OUTFLOW 2255E+02 - - ,4117E+00 .4982E+00 .1495E-01
RESIDUAL FLOW .0000E+00 - - 0000E+00 .0000E+00 .0000E+00
REMAINING - .1422E+05 - - - -
DEPTH - - .2001E+01 - - -
EVAPORATION .2534E-02 - - - -
4 INFLOW TOTAL .2805E+02 - - .42433E+00 .5252E+00 .135BE-01
INFLOW,NET .2591E+02 - - 4243E+00 .5252E+00 .1358E-t11
BYPASS 2001E+01 - - .3243E+00 .5252E+00 .1358E-01
TREATED OUTFLOW .1804E+02 - - .3662E+00 .5419E+00 .4030E-01
RESIDUAL FLOW .00110E+0u - - .0000E+00 .0000E+00 ,OOuOE+00
REMAINING - .8191E+04 - - - -
DEPTH - - 2000E+01 - - -
EVAPORATION 2102E-02 - - - - -
5 NFLOW,TCTAI :OT:E+u2 - - 3738E+u0 .5402E+00 3762E-01
r: i&2r
II'F'LOW,NET .Lli2c+02 - - .37Jtltrl)U .5402E+00 .3/btE-01
B`iFAS3 UOvvE+00 - - 11000E+00 .0000E+00 .0000E+00
TREATED OUTFLOW 4370E+01 - - .6667E+00 .3983E+02 .2021E+01
RESIDUAL FLOW .0000E+00 - - .0000E+00 .0000E+00 .0000E+00
REMAINING - .3027E+05 - - - -
DEFTH - - .1449E+01 - - -
EVAPORATION .6100E-02 - - - - -
?f#ffffff UNIT I HAS EXCEEDED THE MAXIM6 M STORAGE VOLUME N 3/ 4/84 AT 1240.00. THE EXCESS HAS BEEN BYPASSED. ffffffffff
?*M ffff UNIT 2 HAS EXCEEDED THE MAXIMUM STORAGE VOLUME ON 3/ 4/34 AT 1240.00. THE EXCE33 HAS BEEN BYPASSED. ffffffffff
ffffffffff UNIT 1 HAS EXCEEDED THE MAXIMUM STORAGE VOLUME ON 3/ 4/84 AT 1250.00. THE EXCESS HAS BEEN BYPASSED. ffffffffff
ffffffffff UNIT 2 HAS EXCEEDED THE MAXIMUM STORAGE VOLUME ON 3/ 4/84 AT 1250.00. THE EXCESS HAS BEEN BYPASSED, ffffffffff
ffffffffff UNIT 2 HAS EXCEEDED THE MAXIMUM STORAGE VOLUME ON 3/ 4/84 AT 13 .00. THE EXCESS HAS BEEN BYPASSED. ffffffffff
MAR 4, 1984 1320. 60 1 INFLOW,TOTAL 3657E+01 - - .5105E+00 .1853E+00 .3095E-02
INFLOW,NET 5651E+01 - - 5105E+00 .1853E+00 .3095E-02
B`FA53 001.0E+00 - - 0000E+i)ij .0000E+0tj c)(ji)t1E+0tj
TREATED OUTFLOW 4502E+01 - - 5223E+00 .9391E-01 .22D3E-02
RESIDUAL FLOW .0000E+00 - - 0000E+OO 0000E+OO ,OCOOE+00
REMAINING - .3244E+04 - - - -
DEPTH - - 1592E+01 - - -
EVAPORATION JJOiE-03 - - - - -
9 INF1 flU-Ti1TAI :5";?F+01 - - 5^9;?+AA a;QtF-tit
TREATED BUT FLOW
RESIDUAL FLOW
REMAINING
DEATH
C`i H?UhhIlVi
.5681E+01
.0000E+00 -
- .iJYYCTIN
US4E-u
. 34*`5E+00 .9539E-01
.OOOOE+00 .0000E+00
1'7li?c+ui _ _
.1230E-02
.0000E+00
DATE TIME wv1T rnJAMETER r STORAGE DEPTH US.SOL Ti1T C:OLI Hr. H 3

------------- -------
-------------- .f 3
----------- F
----------- f i ilUfL
---------- ---------- Nr'Ni'L
----------- !i
-------
I ilf `'_1111, I UI ML [Tv i iJ:.r.• jJ•]it-':11 l i!1[ I.IL
r *V l - - 25E+00 55E-01
:T if - - [T?. ;ir)ct!iii ..IC+1111
___-_1 li
Jlif LU!.
]J.[t 1111
CVO[-Vji
v[-111
ill E ! i uUML f LUt1 i J AjctVil llC+tj0 .. --:),)c 0U
1'.[11l1!l1111 ] - . Jf itt TV'i - - - -
u[i Ifl
C"hFUi'.AI IU14
iNFLuW,TOTAL ai52E+Ui - - 2804E+o 0
.;? bc- 1
1 ,, of lc
:11f LU W, 1iCi .013?CtU1 - - 26 4E+00 .5Cu6t-lil V2
Dig ;:_ jv"vctvo - - 0000cio'0 6iic)OE+00 01100E+00
R.'r ItD dUTFLOW .o60.;c+iii - - 2991E+00 .4 11E-0 1
.22`)5E-02
.')iDUhL FLOW ctoo - - ujy C+111:1 0+01%0+E+00 ) .:)E+
P.EI'I Flip 1i9L1 - .L124C+0
4
- -
-
-
DEPTH - - 11387E+01 - - -
EVAPORATION Sii4E-03 - - - - -
5 INFLOW, TOTAL .0003E+01 - - 29211E+00 .4311E-01 ..209E-02
IiiFLOW,NET .6Gb3E+0i - - .2991E+00 .4311E-01 .2209E-02
BYPASS VQi E+00 - - .0000E+00 .0000E+00 .0000E+00
TREATED OUTFLOW 1255E+V2 - - .2068E+00 .5317E-Oi .7768E-0'2
RESIDUAL FLOW .00200E+00 - - illOOE+00 .0000E+00 .0000E+00
REMAINING - .3714E+05 - - - -
DEPTH - - .1602E+01 - - -
EVAPORATION .7163E-02 - - - - -
MAR 4, 1984 1410.00 1 INFLOW, TOTAL .1733E+01 - - .5656'+00 .1133E+00 .2702E-02
iNFLOW,NET .1733E+01 - - ,5656E+00 .1133E+00 .2702E-02
B'iPASS OV00c+00 - - 0000E+00 .0000E+00 .0000E+00
TREATED OUTFLOW .1836E+01 - - .4496E+00 .3431E-01 .2896E-02
RESIDUAL FLOW .v000E+00 - - 0000E+00 .11000E+00 .0000E+00
REMAINING - .2419E+04 - - - -
DEPTH - - .1350E+01 - - -
EVAPORATION .450VE-03 - - - - -
1NFLU-W I TAL .18-401 - - .4496E+00 .3431E-01 .2396E-02
iiFLUv NET ibsoc+0i - - 4496E+00 .3431E-01 .2896E-02
o`IPASS 01100'+00 - - 0000E+00 OOOOE+00 .0000E+00
TREATED OUTFLOW :_OJttoi - - 3249E+00 .2654E-01 .1494E-02
RESIDUAL FLOW .0+)00E+00 - - .0000E+00 .0000E+00 .0000E+00
REMAINING - .1120E+05 - - - -
DEPTH - - .1543E+01 - - -
EVAPORATION .1627E-02 - - - - -
3 INFLOW ,TOTAL .2905E+01 - - .3249E+00 .2654E-01 .1494E-02
INFLOW,NET .2985E+01 - - .3249E+00 .2654E-01 .1494E-02
BYPASS 0vii0E+OU - - .0000E+00 .0000E+00 .0000E+00
TREATED OUTFLOW .3172E+01 - - 2783E+00 ,1166E-01 .1191E-02
RESIDUAL FLOW .0,000E+00 - - 0000E+00 .0000E+00 .0000E+00
REMAINING - .4572E+04 - - - -
DEPTH - - .1244E+01 - - -
EVAPORATION .1174E-02 - - - - -
4 INFLOW, TOTAL .3171E+01 - - .2783E+00 .1166E-01 .1191E-02
INFLOW, NET .3172E+01 - - .2783E+00 .1166E-01 .1191E-02
BYPASS .11000E+00 - - ,0000E+00 .0000E+00 .0000E+00
TREATED OUTFLOW .3318E+01 - - 2565E+00 .8123E-02 .1105E-02
RESIDUAL FLOW .0000E+00 - - ,0000E+00 .0000E+00 .0000E+00
REMAINING - .1441E+04 - - - -
DEPTH - - .1248E+01 - - -
EVAPOR'ATION .0-i4aE-03 - - - - -
5 iW L W,IOTAL 3i c-+01 - - .25o5c+00 .8123E-02 .1105E-02
IN LUWfNET olo[tUt - - .565E+00 .8123E-02 .1105E-02
L, rAZ) S v0ii ic+Ot1 - - vOV0E+00 10000c+00 0+00i(E+00
TREATED 'O'UTFLOW iO5Lt0i - - ,2144E+00 .2041E-01 .2326E-02
RESIDUAL FLOW 1)vv0Et1) - - .001,0E+00 5000E+00 .0000E+00
r':bi iliVIirG - .261) UD - - - -
DEPTH - - .1352E+0i - - -
EVAPGRAT ON 556vc-UL - - - - -
DATE TIME JNIT PkRAMETER FLOW STORAGE DEPTH SUS.SOL TOT COLI 'ETALS

-
------
------- ------- ----
---------------- :rS
---------- 03 r T
---------- r T i1G/L
---------- ---------- NF'N/L
---------- 3:'L
------ ---
1
y
MAR 4, 13:3' IJ 11. ?r l]lY, iiJl?!_ L+1r1 - - ).JCT1)tj j?11 C-')1 _[-::
;r, LCw, +ET =;c+1I - - 1635 94oC !)1 'SE-0
?i!'A?]J ;l C+ii'•,1 J1i;14?C+(
!i
rc?,C1 JI T LL.n ,_'.ic+01 - - 42-E+0. 2394E-i)1 12E-;)<
Z.LilluunL Lui1 :CTI.I. - _ Ctl.i.l Jililfl[ ';) i I)t+;iQ
C+VY - - - -
Jcr i i - - 123 iC-t6 - - -
CYnrURnTIOIY YJttC-UJ - - - -
L o IUIHL
iN L .lt :LTVI - - .Y2, 05t UV LJj4C-I?i .l,lLE-?L
_
1-Ute, IVCI
,AF .1L:aC+I)l - - .Ct `1)
J '-? r_,i
LJ.,YC .1
.1.1LC-.L
- IILI[+ll:) Ja!. jC+ti)
11'.[hll [V UUIFLUn viLT?I .tJOJC+UU ,107 E-iiI liYCC-OL
.'. G]liIUHL FLOW i i ijiji'E+ijtj j0 ti ljijl+l (j
i:GiiN1fi 11YU - ,CAIY]C+(ty - - - -
UCf.IH - - .12 . J2CC - - -
E'YHr'GRATIUN
.!JUNG-Ut - - - - -
J 11Yf LUY1, TOT .1; JICT0 I .LJ03C+01j .10/Jt-01 .13YbC-ILL
INFLOW
NET 4
17311+01 - - 2363E+00 1i)73E-01 .1946E-02
S'fPA35 ;JuUc+60 - - 00E+00 .0000E+00 .0000E+00
TREATED iiUTFLOW LJ?31Tu1 - - 2,023E+0i) 4175E-02
RcSiDUAL FL3W' J006iE+Oij j00o +00 .000,0E+o0
REMAINING - .4043E+04 - - - -
DEPTH - - ,1117E+,01 - - -
EVAPORATION 10 4E-02 - - - - -
4 INFLOW,TOTAL 2023E+01 - - .2023E+00 .4175E-02 .1209E-02
INFLOW, NET .20231+01 - - .2023E+00 .4115E-02 .1205E-i)2
BYPASS 0000E+00 - - ,0000E+00 .0000E+00 .0000E+00
TREATED OUTFLOW 210r5E+01 - - .1969E+00 .2352E-02 .1138E-02
RESIDUAL FLOW 0,000E+00 - - 0000E+00 OOOOE+00 0000E+00
REMAINING - .1175E+04 - - - -
DEPTH - - .1188E+01 - - -
EVAPORATION UVJJC-OJ - - - - -
J INFLOW TOTAL .2165E+01 - - ,1969E+00 .2352E-02 .1138E-02
INFLOW' NET .21 o5c+0 1 - - .1969E+00 .2352E-02 .1138E-02
BYPASS .JV'"E+00 - - .00001+00 OOOOE+00 .00"E+00
TREATED OUTFLOW .3200,E+01 - - .1365E+00 .8633E-,02 .1378E-02
RESIDUAL FLOW .JOOi)c+00 - - .0000c+00 .0000E+00 .000,0E+00
REMAINi14 - .1247E+05
DEPTH - - .1245C+01 - - -
EVA?ORATiON 1070E-02 - - - - -
MAR 4, 1984 1550.00 1 i1vFL?w,iGTAL 3311E+00 - - J6,54[t00 .3391E-01 .1902E-02
INrLOW,NET .3701,5000
-
- 56 4E+00
.8391E-u1
.1902E-02
cYPA55 00to,)E+00 - - .0000E+00 0000E+00 .0000E+00
TREATED OUTFLOW iO!OE+01 - - .4013E+00 .1979E-01' .1591E-02
RESIDUAL FLOW .0000E+00 - - .0000E+00 .00001+00 .0000E+00
REMAINING - .2089E+04 - - - -
DEPTH - - .1241E+0,1 - - -
EVAPORATION 1
Y10'jC-V3 - - - - -
2 iNFLOW,TOTAL 1010E+0i - .4013E+00 .1979E-01 .1591E-02
1NFLOW,NET 1010E+01 - - .4013E+00 .1979E-01 .1591E-02
3YPA33 J,0001+00 - - 0000E+00 .0000E+00 .0000E+00
TREATED OUTFLOW ,1116E+01 - - .2072E+00 .6658E-02 .1762E-02
RESIDUAL FLOW .0000E+00 - - OOOOE+00 .0000E+00 .0000E+00
REMAINING - .7541E+04 - - - -
DEPTH - - .12031+01 - - -
Er
VAPOR,ATION
.1479E-02
-
- -
-
-
3 INFLOW,TOTAL 1!161+01 - - 2072E+00 .6658E-02 .1762E-02
INFLOW,NET il1CC+01 - - .2072E+00 .6658E-i)2 .1762E-0?,
3Y 'ASS JOi,0c+Oij - - 0000E+00 .0000E+00 .0000E+00
TREATED OUTFLOW 1153E+01 - - .1481E+00 .2054E-02 .1537E-02
RESIDUAL FLOW 0000E+00 - - .0000E+00 .0000E+00 ,0000E+00
REMAINING - 3616E+04 - - - -
DEPTH - - .1110E+01 - - -
EVAPiGRATION .532,E-03 - - - - -
DATE T1 "C jNI i'nkrM'
[TCR.
F =?
STORAGE
uEF ;65.S0L
TiT 1:021
JE A L S

------------- ------- ---
-----------------
---------- u T
---------- T ?%iL
---------- ---------- ilriii'L
---------- -are
----------
Y llli LOW, U A L li:JCt'Ji - - .1401[+UU UJiC -'dL
- v:,.icT i 3 c*0i - - 1481E+00 ::054E-0L, 41 fJ7E- -
?++:[+1111 - - t+ii(f (fttlill ;i!1[tilQ
TRCHTED u1uTFLL +u - - i3oor. Vu 3041E-v3 !Lj3c-02
-cS1DUAL FLu'W ij - - v0L+QV 0000E+:%! .1:0(17+u0
REHi4IiiG - r?93vE+03 - - - -
DEr'TH - - 11137+01 - - -
r •`OR rr N C
5 INFLOW, TOTAL 122;7+0 1
-
- Isoct+0
9040E-03
I?KE-02
iNFLOW,NET 12257+01 - - .1366E+00 .9040E-03 1233E-02
Yr?.3J fCiOt) - - ,iil(f llC+:Jif 0 0 0 11t+if 0
,tl!i!f i)Ct!)!f
TR7HTcD OUTFLOW ioovt+01 - - iu63E+00 .4111E-02 70,6E-!)3
111310uHL FLOW v':,vc+vu - - 00I) f7+00 i Qi)E+f1 1 0E+1111
'. r- 11 l N I iVU - ,Llit.l Ct US - - - -
UcrTH - - .117uc+01 - - -
EVHPORA11ON c ';IC-U4
-
- -
-
-
MAR 4, 1934 1640.00 1 1INFLOW,TOTAL o4i c+00 - - .J-J-E+ O .7114E-01 .1341E-02
iiirLuW,NE T 84037+0li - - ,5655E+00 .7713E-Vi iall ic-02
rHJJ j[+l)if - - .",6iIE+00 ,(111QOE+00 7liifQE+lf 1f
T.r,NI 7D UUirLUi OvOJCYUU - - 3Bi2E+00 .1710E-01 .145,3E-02
RCJ-DUAL f LUW , ii :ii!fttV Vu00E+00, l,0,-,0E+00
.'•iviiVt+UU
:Ei'iAiN1NG - .LV27004 - - - -
LIU TH 1 LLUC TUI -
EVAPORATION 41187-03 - - - - -
2 iNFLOW,TOTAL S5o3E+00 - - .3812E+00 .1710E-01 .1459E-02
iNFLOW,NET .65acc+00 - - 3812E+00 .1710E-01 .1459E-02
OY!"ASS vvilvc+00 - - 0000E+00 .0000E+00 .0000E+00
TREATED OUTFLOW 41" +00 - - .1854E+00 .5155E-'12 .1252E-02
RESIDUAL FLOW uvvvc+00 - - 0000E+00 0000E+i;v OU00E+00
REMAINING - .7274E+04 - - - -
DEPTH - - .1176E+01 - - -
EVAPORATION .1467E-02 - - - - -
3 INFLOW, TOTAL .94017+00 - - .1854E+00 .5155E-02 .1252E-02
INFLOW,NET 34v1E+O0 - - .1854E+00 .5155E-02 .1252E-02
BYPASS 0 0vE+v0 - - 0000E+00 .0000E+00 .0000E+00
TREATED OUTFLOW .9674E+00 - - .1232E+00 .1377E-02 .1301E-02
RESIDUAL FLOW 0000E+00 - - 0000E+00 .0000E+00 .0000E+00
REMAINING - .3435E+04 - - - -
OEPTH - - .10,31E+01 - - -
EVAPORATION .6'ja3t-Ui - - - - -
4 INFLOW, TOTAL .9674E+00 - - .1232E+00 .1377E-02 .1301E-02
iNFLOW,NET .9074E+00 - - .1232E+00 .1377E-02 .1301E-02
BYPASS uv:;CE+00 - - .0000E+00 . ,0000E+00 .0000E+00
TREATED OUTFLOW .97Tcc+00 - - .1005E+00 .5112E-03 .1235E-02
rtESiDUAL FLOW 00ivc+u0 - - .OOOOE+00 .0000E+00 .0000E+00
REM1'iNING - .9480E+03 - - - -
ucr'Ti - - .1092E+0i - - -
E'vAPORATION -" '
-03 - - - - -
11Yr LOvI, TOTAL . ?! ioC*UU - - , i085E+00 .3122E-03 .1295E-02,
iAFLOW,NILT .j7Toc+ou - - ,1085E+00 .5122E-03 .1295E-U2
B'irHSS u0uuc+0O - - OOOOC+00 .0000E+00 .0000E+00
- T-D OUTFLOW i3G_+01 - - .1005E+00 .2181E-02 .6309E-03
RESIDUAL FLOW v uvc+vv - - OOOOE+00 .110110E+00 .0000E+00
REMAINING - .1866E+05 - - - -
DErIH - - .1121E+01 - - -
EVAPORATION .401H,-02 - - - - -
MAR 4, 1984 1730.00 1 iNFLOW,TOTAL .7200L+00 - - 5656E+00 .7140E-01 .1815E-02
INFLOW, NET iL-SE+UV - - .5656E+00 .7140E-01 .1815E-02
SYPA3S 00,0E+0c) - - ,0000E+00 .0000E+00 .0000E+00
TREATED OUTFLOW T3:SC+00 - - .3647E+00 .1559E-01 .1385E-02
RESIDUAL FLOW oCkOE+00 - - 0000E+00 .0000E+00 .OOOOE+00
REMAINING - .1977E+04 - - - -
DEPTH - - .1204E+01 - - -
EVAPORATION .4002E-03 - - - - -
DAT-C I IT,r uiyi gilt c!. i'_ T COLT - L'a

------------- ------- ----
----------------
----------
---------- ---------- u L
---------- 'ir'ii L
---------- _
----------

,,f L Leh, 1,CI QJM/CTUJ ?J_'[?"11

!r.Chl[ir 36I?L?Y! .l6974CTiI :. .4332E-Ii2 :.,lE ?12
I'[31UUHL (LJH .. '.•LT.i';r - - .,{_I![r'.Ji, [tll;) .}):i
iT.t!1HlNii?i]

c4APORATION +=c-v1 - - - - -
3 iIFLO'W OT'L 7_-7c+0v - - 1694E+170 .Y3?)LC'Ili 1'::3iE-02
INFLOW,NET .1694E+00 .4332E-02 .1131E-02
N'r ^ S3 Vij
1 - - v00!)E+i)i) OOthjE+Qli ii iijc+tlif
TREATED uJTFLu'W L:. t+UO
t - - IOLit+VO 1112E-04 E-0.,
KcSiDUAL FLOW ,0000E+00 .0000E+00 ,v `C E+00
rtEiiAIIN I N G - .3408E+04 - - - -
DEPTH - - .1077E+01 - - -
EVAP0RATION .87.7E-03 - - - - -
4 1NFL0W,TOTAL 3229E+00 - - .1055E+00 .1112E-02 .9453E-03
iNFLOW,NET 529E+00 - - 1055E+00 .1112E-02 =459E-03
BYPASS l.ic+Otj - - 0000E+00 .0000E+6u0 viVliE+ti0
--H7ED OUTFLOW oas t+00 - - .9141E-01 .3578E-03 )8 E-0':'
iEa1DUAL FLOW JI GC+v0 - - 9000E+00 v000E+0 i ii C)E+
EIN ING - .9104E+!)3 - - - -
DEPTH - - .1078E+i;i - - -
E'vAPOF'ATiON .30??E-03 - - - - -
5 iidFLOW,TOTAL .0,)Vvc 00 - - .3141E-U1 .3576E-03 .7.iaE-u?
iN LGW,NET 63c:'[T!10 - - 'ii41E-01 .3578E-03 ;3E-03
?
01rA53 v+icrvv - - vOJOc+i)0 111900E+00 V0 O0 E+00

-Tr
REHi CII U
UirLGW

i1Ji.[tOI

.7366[-01

,12.13E-02

.6333E'?3
R.C31 U'IL FLOW Gvivc+00 - - .v000E+00 v00!)E+00 )vv0E+00
REMAINING - .1796E+05 - - - -
DEPTH - - .1095E+01 - - -
EVAPORATION 39voE-v2 - - - - -
MAR 4, 1984 1820.00 1 iNFLOW,TOTAL 0410E+00 - - .5656E+00 .6733E-O1 1798E-02
INFLOW, NET 641vE+00 - - 5656E+00 .6733E-01 .1198E-U2
BYPASS 0 viiVE+00 - - 10000E+00 .0000E+Otj ,v.vi)E+00
TREATED OUTFLOW .0,E44E+00 - - .3546E+00 .1450E-01 .1245E-02
RESIDUAL FLOW .0000E+00 - - ,0000E+00 .0000E+00 .0000E+00
REMAINING - .1931E+04 - - - -
DEPTH - - .1187E+01 - - -
EVAPORATION .4004E-03 - - - - -
2 INFLOW, TOTAL .0044E+00 - - 3546E+00 .1150E-01 .1345E-02
INFLOW,NET .6644E+00 - - .3546E+00 .1450E-01 .1345E-02
BYPASS QQOvc+UO - - 0000E+00 . .0000E+00 000!)E+00
TREATED OUTFLOW ,i of+00 - - .1587E+00 .3890E-02• .9115E-03
RESIDUAL FLOW 11000E+00 - - 0000E+00 .0000E+00 .0000E+00
REMAINING - .6856E+04 - - - -
DEPTH - - .1134E+01 - - -
EVAPORATION .144;E-02 - - - - -
3 INFLOW, TOTAL '13oc+00 - - 1581E+00 .3890t-02 .9175E-03
T'i LOW,dET .7136E+vv - - .1587E+00 .3890E-02 .9i'SE-03
BYPASS vlvvc+Oi) - - .0000E+00 .0000E+00 .0000E+00
kct+TcD OUTFLOW .'"oc+OV - - .9291.E-01 .9286E-03 .7460E-03
ic3iDuAL FLOW ivvvc+00 - - 0000E+00 .0000E+00 .0000E+00
REMAINING - .3355E+u4 - - - -
DEPTH - - .1069E+01 - - -
E'iAP0RATION .0505E-O"S - - - - -
Y TINFLOW,IOTAL .']vC+00 - - .5-3--01 ..9286E-U3 .i46VC-V3
iFLOW,NCT 'ooc+Uv - - 5292E-01 .9286E-03 '46i)E-03
B'rASS - 0000E+00 .00011E+00 ,tv0E+00
Ti:cATEG OUTFLOW 7315E+i•0 - - 7756E-01 .1727E-03 7021E-03
RESIDUAL FLOW viii: iErt)0 - - .0000E+00 .00011E+00 .0E+00
i;EiniNING - .0356E+03 - - - -
DEPTH - - .1069E+01 - - -
EVAPORATION 1o+ot-v3 - - - - -
DATE 111E jNI „R.AN IErt Lin O DRAG U r i US.S0L !uT %GLI _ nL7

- - - - - - - - - - - - - ----___ __ --
.--______-_-__-- -
______--_-
----------- _______-__
____----__ "N
__-______-
______-_--
J i!`+f LoolIU ML 1 .LI LlC-1I.] .iC
!•1 LUYi, IBC 1 ^ JLTI_lli - lQL-V l
, . Li L C-Vl ,
.11 i?.]l )c TVV _ - jtAIVCTt.'.J tj .l\! Cr;l l!
1.- 7
I?. Lm ICU tJU1(Lutf
vC TI_::r
- _
- .
1'.
=7i.UHL FLUvl .... Z. r;:'.J - - , .; IIC rVV .V:!V?1E ^;!tl ,;E rliii
".f'. . tlli? - •11 J'1CTLI.J - - - -
421 11 - • 111 JLttlj _ _ _
c'',tirukATiuN 'o) L-Uc - - - - -
MAR 4, 1'384 1910.60 1 iNFLOW,TOTAL JOJOErvc) o12 7c-01 -3tE-02
iNFLCLW, A ET - -;E+ii i - - 5656E+1:Ki 0117E-iii 9E-02
. IYn00 C+iiii - - l60? 1 I?
I'.CM TED GU 1 FLOW ur 02Et0Q - - . ?41oL+(i(1 lS,63E-VI - '!%i.
S:cSiDUAL FLJW Oii _`+O i
.EHH'1NiNO - 1861E+04 - - - -
ucr'TH - - 1159c+01 - - -
EVAPORATION VC a
2 INFLOW, TOTAL 5o02E+00 - - .3413E+00 .1363E-u1 13b5E-02
INFLOW NET
500 c+OO
- -
.3413E+00
.1363E-01
v5E-02
BYPASS 0%0()t+OU - - ,Oooor+00 .0000E+00 x 00E+00
TREATED OUTFLOW ,6:,_)'JE+00 - - .1485E+00 .3511E-02 ,8Ei2E-03
RESIDUAL FLOW 00ti0E+00 - - 0000E+00 .0000E+00 .00vOE+00
RBAINING - .6684E+04 - - - -
DEPTH - - .1117E+01 - - -
EVAPORATION 1441E-02 - - - - -
3 INFLOW, TOTAL 6239E+00 - - .1485E+00 .3511E-02 .85,)2E-03
iNFLGW,NET 62 :E+00 - - .1485E+00 .3511E-02 .6EJ2E-03
d'ir'AS? v000t+00 - - .0000E+00 .0000E+00 .0060E+00
Tr:EATED OUTFLOW .6410E+00 - - .8348E-01 .8361E-03 .6438E-03
RESIDUAL FLOW vvvuE+00 - - 0000E+00 .0000E+00 .0600E+00
rtt iriiWIill?

-
3301
C+04

-

-

-
DEPTH - - .1060c+0i - - -
EVAPORATION
4 111E2OW,TOTAL .64i6c+00 - - .8348c-01 .336IE-03 .6438E-03
1N _ LUY1, iVE I .0410E+00 SJ48E-01 .83GIE-03 . t4,;i' E-03
a(rHo5 UUvJE+UO - - iiiiOOE+UO .6600E+0u .U4lVE+00
T EnTCD JU IrLGW o,o5E+i%o - - .6850E-01 L?7/ 2 E-03) ,ZEi11E-03
RESIDUAL FLOW u0C0c+00 - - ,000UC+00 .0000E+00 00;0E+00
rtc11AINING - .67b0E+03 - - - -
DEPTH - - .1061E+01 - - -
EVAPORATION .2635 E-03 - - - - -
5 INFLOW, TOTAL 6465E+00 - - .6850E-01 .2271E-03 .5811E-03
iNFLOW,NET .0485E+00 - - ,6650E-01 .2172E-03 .5811E-03
,
i7YrM0 :, a
,000vt+uu
- -
,0000E+00
.0000E+nn
.u000E+00
TREATED OUTFLOW 732`E+00 - - .7825E-01 .6822E-03' .6446E-U3
RESIDUAL FLOW 004uE"+00 - - 0000E+00 .0000E+00 ,i%000E+00
REMAINING - .1725E+05 - - - -
DEPTH - - .1069E+01 - - -
EVAPORATION .57;_K-02 - - - - -
MAR 4, 1984 20 .00 1 1NFLOW,TOTAL .4971E+00 - - 5656E+00 .5931E-01 .1734E-02
INFLGW,NET 4971E+00 - - .5656E+00 .5931E-01 .1784E-02
BYPASS 00011E+Ou - - ,0000E+00 .0000E+00 .UOOOE+00
TREATED OUTFLOW 5106E+00 - - .3283E+00 .1264E-01 .1271E-02
RESIDUAL FLOW 0000E+00 - - .O000E+00 ,0000E+00 .0000E+00
REMAINING - .1824E+04 - - - -
DEPTH - - .I145E+ol - - -
EVAPORATION .3861E-03 - - - - -
2 Lu"' TOTAL 5156E+00 - - ,3283E+00 ,1204E-0I 1271E-i%
IN LuW,i4c'I .Z!Q0L+00 - - .K.03E+00 .1264E-01 .1211E-02
ElirtiSa V'.vv'+00 - - OOOOE+00 OOOOE+00 .00vOE+00
REAIED 66TFLOW v;;:; c+00 - - .1419E+00 .3246E-02 .8163E-03
RL3IDUAL FLOW Ow.zJttvO - - .0000E+00 .0000E+00 .00,0E+00
REMAINING - .GJJOE+U4 - - - -
ucr iH tc+0 - - -
cvAPORATiON ila,C) 01 - - - - -
DATE
MAR 4, 1984
TIME uNi l rHR'HP1EiER
_ iIiFLI?N, i1JIHl
il.f LUW,;'Vt 1
f r L] •7
f CHICU JUIr Lbn
=Siul-iH F,U1
'.GIH 11Y 11V17
vCi Ifi
Hf GRA 1 1ON
Y 1IVf LUW, 1 U i AL
l 14f LUW, NC I
r.Chl Cli UUIf LUVII
itCJ 11/UHL r LUW
,.CIIH II'illll7
UCr 1H
cVArORATION
5 INFLlUOW, TOTAL
iNFLGW,NET
dAaa
TREATED OUTFLOW
RESIDUAL FLOW
R:Ei- AiiIING
DEPTH
EVAPORATION
2050.00 1 liNFLOW,TOTAL
INFLOW,NET
BYPASS
TREATED OUTFLOW
RESIDUAL FLOW
REMAINING
DEPTH
EVAPORATION
iNFLOWITOTAL
iNFLOW,NET
d`rrAaa
IREAiCD OUItLUA
RE3iDUAL FLOW
REMAINING
5ERTH
r HPORH 1 "t U14
3 7iNFLGWt TOTAL
1nr L'UW, iNL i
d' 'r'Aaa
I CHICD Ulu fLUW
RcaiDUAL FLOW
REMAINING
DEPTH
EVAPORATION
4 INFLOW, TOTAL
INFLOW, NET
BYPASS
TREATED OUTFLOW
RESIDUAL FLOW
REMAINING
DEPTH
EVAPORATION
5 INFLOW I TOTAL
INFLOW, NET
-"In?
rn
.
DirNaa
IREAiED OUTFLOW
RESIDUAL FLOW
REMAINING
DEPTH
cVi'rORATI0N
Cn w
W J O': U F T H
.fa :U rl rT
---------- ---------- ----------
Tti'l - -
7 7
T Glj - -
'Ctlii -
1i1.3.iC t*V
. .:_:•L-ijj -
DoJ:t_+0U -
?f 3311 - -
-,?[Tllll - -
- .a5G7t+V.i -
. 56i?C+1111 - -
.DG:UC+UU - -
. G.i04CT11V - -
j i+JvCT j j - -
- .1701E+315 -
- - .10011E+Ui
,6G2E-02 - -
,;171c+UU - - '
u0v?ic+00 - -
4783E+00 - -
.00uUt+UU - -
.1802E+04 -
.1136E+01
.47o3c+U0 - -
. »1d.:c+UO - -
- .6460E+04 -
iv,34E+01
.li4LC-VL - -
.433vET0, - -
V'•1 : CtuU - -
- .3223E+04 -
.1048E+01
`071-+00 - -
0ii VC+00 - -
U1tl4ETUO - -
00110E+00 - -
.8460E+03 -
- - .1048E+01
- -
11%E+00
:iC+00 - -
00i:;jE+3:10 - -
- .16102E+05 -
1053E+,1
SUS.SOL TOT i:OLI METALS
MPNiL L
---------- ----------- ----------
. 1'11 :?+ljll .7_4 _I;L
. a ;L-113
141',L+UU ..24GE-0 2
iii -;(ic+3133
•-r
. %yy6E-uu .?6i a .+J uC'U3
P.,1111J1+1133 ictiA
,r
.r456t-01 J 619E-03 .`,16aE-03
, TO ,0 (10 QL+Ijil 'V''i C T1j0
,tii06C-iil
.6086E-01 .1370E-03 .5076E-03
.6086E-01 .1970E-03 .5076E-03
.0000E+00 0000E+ 0 1 ! 'j E+00
.6974E-0i .4122E-03 K3 'E-03
.0000E+00 0000E+60 ,i, )E+00
.5657E+00 .5756E-01 I?91E-02
.5657E+00 .5756E-01 .1781E-02
.0000E+00 .0000E+00 .0000E+00
.3188E+00 .121IE-01 .1246E-02
.0000E+00 0000E+00 .0000E+00
.3188E+00 .1211E-01 .1246E-02
3188E+00 .1211E-01 .1246E-02
.0000E+00 .0000E+00 .0,,0E+00
.1341E+310 .3040E-02 .1711E-03
,000E+00 .0000E+00 .0000E+00
.1347E+00 .3040E-02 .1171E-03
.1347E+00 .3040E-02 .7111E-03
,ODUOE+UO .0000t'+00 .00110E+00
.6832E-01 .69'36E-03' .5319E-03
.0000E+00 .0000E+00 .0010E+00
6832E-01 .6996E-03 .5319E-03
6832E-01 .6996E-03 .5319E-03
.0000E+00 .0000E+00 .0000E+00
.5331E-01 .1715E-03 .4514E-03
.0000E+00 .0000E+00 .0000E+00
5391E-01 .1715E-03 .4574E-03
.5391E-01 .1715E-03 .4574E-03
0000E+00 , 0010E+130
16253E-01 .3495E-03 .6299E-03
.0000E+00 .0000E+00 , ij(j?) 0 E+00
DATE TIMC u N I FA'mHmEI F, 0 -TG 1-11 M' ;E 3E 0 u5.3GL T 0 T C 0 L 1 METALS

___________ _ _______ ____
---------------- 7
---------- o 1- i r U
---------- ---------- i'L
---------- 11pN/L
---------- '7! L
----------
M AR. 4, 1384 2140 t 1.1r LUW, 1GlriL + -[riiii
i ilfL W, N L I [t1111 - - _VJOC TUI) J't].,C-jI
Ifh•]0 , I „TIIi - - ,UUUVCtll/l li:Jill1[tIJ;I ?i ;itt
l i'.Lh ICU VU Ir LUl1 i[TIJ?i - - ,J1U/[t1J ? .11JaE-ii1 ,1?.::1E-u>•:
Rico uOHL cLJn c+li - - c+.0 js;kAit+ i;.i E+VV
EiiA1 N Ii G - .17777E+O4 - - - -
DErTn - - .1124E+ii1 - - -
-1,,-:nn?.A r - -
2 iNFLOW,TOTAL »»1ic+00 - - .3137E+00 .115SE-O1 .1233E-02
iFLOW,NET 4407E+00 - - 3137E+00 .1158E-01 ,1233E-02

? '00"E t" it+lijilE t0l) OE+00
-?-- -r rGW r
r.c i 1 CD GUTr L ?
- -
4Eu::tvo
- - - o
1aj ]E+00 n -,
2908E-U2 -r-
DOE-iii
?:E3iDUAL FLOW v1.1") c+;ui - - 701 OE+00 , At 'E+0i% 0::)0E+

F.CIIMii 11YQ
V
-
.O.iJ]CTV4 -
-
-
-
UCf'lli - .1VJtlc+li i. - - -
CvAPGRATION 2 - - - - -
3 iw LOW, TGTAL YcoicTUl) - - 13715E+00 .2903E-02 .7500E-03
iiYFLGW, ET »0c.AC1)1) - - 1305E+00 .2908E-02 .7530E-03
3ir'A?3 =cT':i0 - - OOOOc+7171 j00OE+Oil J(jijllEtI)0
'Ir.cATcD uuirLuW y 4JcI.v, - - 0363E-01 .6343E-OS 5024E-03
:_aIuuAL FLGw Jill.:cT?(, - - 1731311[+(j) r),)l)E+;,1 :
104E+v - - - -
DcrIn - - .1045c+Oi - - -
'-1O
t'ihf 111
: MIN
Y 1
11YrLuq,10THL .»%=:E+00 - - ' .6363E-01 .6548E-03 .50-?4E-u3
11+FLOW,NET 4799E+ii0 - - .6363E-01 .6548E-03 .5024E-03
o'i'PAS3 .uu jc+00 - - 0000E+OO .(j000E+00 .11000E+00
TREHTcD OUTFLOW '1%iJC+00 - - .4810E-01 .1533E-03 .4231E-03
RESIDUAL FLOW 0000E+00 - - .0000E+00 0000E+OO ,.j)10E+00
REMAINING - .3388E+03 - - - -
DEPTH - - .1045E+01 - - -
EVAPORATION .2402E-03 - - - - -
5 INFLOW, TOTAL .4173E+00 - - .4310E-01 .1533E-03 .4231E-03
iNFLGW,NET .4773E+00 - - .4870E-01 .1533E-03 .4231E-u3
BYPASS 0000E+00 - - 0000E+00 .0000E+00 .0OOOE+OO
TREATED OUTFLOW °,iG4E+00 - - .5460E-01 .2486E-03 .6603E-03
RESIDUAL FLOW 0000E+00 - - 0000E+00 .0000E+00 .0000E+00
REMAINING - .1669E+05 - - - -
DEPTH - - .1048E+01 - - -
EVAPORATION A C-02 - - - - -
MAR 4, 1984 2230.00 i INFLOW, TOTAL 4139E+00 - - .5657E+00 .5361E-01 .1771E-02
INFLOWINET .41;;':E+u0 - - .5657E+00 .5361E-01 .1777E-02
3YPA::3 v 6%,r+00 - - 0000E+00 .OOOOE+1)O .0000E+00
TREATED Guir uW »i»6ET00 - - .3019E+00 .1131E-01' .1205E-02
RESIDUAL FLOW i)i: 0c+00 - - .0000E+00 .OOOOE+00 .0000E+OO
REMAINING - c+0"t - - - -
uErTn
C'yArORAI'1GN
2 i-N FLGW,TOTAL y»oc+00 - - 3079E+00 .1131c-01 .7205E-02
!NFLOW,NET .4i»cc+ui - - .3019E+00 .1131E-01 .1205E-02
o rHJJ 0vOOE+OO 117100E+00 .0000Et00
TREATED OUTFLOW 20»c+uv - - .1258E+00 .2799E-02 .1388E-03
RESIDUAL FLOW .u000c+00 - - .07700E+00 .0000E+00 .OOO'OE+OO
REMAINING - .6328E+04 - - - -
DEPTH - - 1081E+01 - - -
cyArORATIGN i»26E-02 - - - - -
3 i1rFLGW,TOTAL 4234E+00 - - .1253E+00 .2799E-02 .7388E-03
inFLOW,NET 4264c+00 - - 1253E+00 .21'-99c-02 .7353E-03
BYPASS 1 c+00 - - 0000E+00 .000OE+00 0000E+00
TREATED OUTFLOW .»:3'c+00 - - .5920E-0I .6190E-03 .4772E-03
RESIDUAL FLOW OO0OE+00 - - .O000E+00 OOOOE+OO 0000E+OO
REMAINING - .3100E+04 - - - -
DEPTH - - .1041E+01
-
-
-
EVAPORATION .80'€'E-03)
- -
-
-
-
DATE Ti„? -,,liI C. ;r - _+i ?Turti+ac _,c1n -DUO TOT I:OLi i+ETAL5

- - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - -
- - - - - - - U f 1
- - - - - - - - - - - - - - - - - - - - IC!_
- - - - - - - - - - f iYJ L
- - - - - - - -- - - 9h!
- - - - - - - - -
of _iJN, iUT/tL J1Li)C-LJl Ol :iic -ii-) ZE-IJJ

iYf LUri, iC
; CrtlV r
:C
I f.1JJ .J[illli - • 1- 1i[T111J ;.JIIII C. j f Ii1I[+lili
I r.C", ru uu i f LUH .?du'JCTV!? - - ,'tYGVC'V1 .14LIC-ij.i ..i:i JC-!)o
- ! L I l.Ull ?I
'.CJiuUNL C. -+t;ill - , I IC t? +4:11 il llll ;ltf '. i
-E?liiliYil?U 76C T'zJ3 - - - -
?IEr 111 - LVY1[+1,1(
E''iNPDRATIDN ?3 -:;E-0
3
- -
-
-
-
5 INFLOW ,TOTAL 436 E+00 - - .4460E-01 .1421E-03 .377JC-03
INFLOW,NET 4361E+!+G - - 4460E-41 .1421E-ij3 .3973E-03
_}"'J
vwt - - Jp(.iiiE+iiij 10ljQC+Ci 1 i:)Jt+1C)
TREATED OUTFLOW .4662E+00 - - 4311E-01 .1817E-03 154E-03
RcSIDIJAL FLOW (i 0ij0E+00 - - U0 0, 0 E+00 ,C)fjo iE+o0 ,OCiI UE+Oci
R:Ei?AiNI11G - .16J0C+uJ - - - '
DEPTH - - ,1044E+01
-
-
-
-I.:.-- ATTOU
Ev ruR'tiI1 14 -` 2
)Jb1E-OIL
- -
-
-
-
MAR 4, 1984 2320,00 1 INFLOW, TOTAL 33LV"E+00 - - .5656E+00 .5253E-01 .177JE-02
INFLOW, NET TVIj - - 565bt+UU . JLJ:iE-01 l i 7JE-U2
B rtija JJc+ij0 - - OOOOE+00 OOOOE+00 .0000E+00
IR-LAIED OUTFLOW VZE'ii0 - - 3000E+00 .1076E-01 .1200E-02
rc3 ;uJML FLOW U6( UC+QU - - jGijuc+00 01100E+00 C1000E+00
r.EriAIIN ING - .174JCTt)Y
DEPTH - - .1114E+01 - - -

Z. iNfLOW,IOTAL :vJUcrOI) - - 3000t+OG .1078E-01 11200E-02
ihFLuW,1NET 'iE+GG - - 3000E+00 .1070E-iii ,1200E-02
`irASS Ulili!jc+ijiJ - - O600E+00 .000VE+00 .000,0E+00
Ir,cH cu OUiFLOw Yi oc+11.0 - - .120'9E+00 ,2659E-02 .7196E-03
RLOiDUAL FLOW .UUUoEtvo - .IJiiuUCt00 .000Or+00 .000OE+00
REMAINING - .6302E+04 - - - -
DEPTH - - .1078ErOl - - -
I APORATION .i42JE-02 - - - - -
3 INFLOW, TOTAL .4133E+00 - - .1209E+00 .2659E-02 .7196E-03
iNFLOW,NET 413E+00 - - 1209E+00 .2659E-02 .7196E-03
BYPASS jti;G;jE+OG - - .i)000E+00 .0000E+00 .0000E+0O
TREATED OUTFLOW Yi,flC+OG - - 5615E-01 .5833E-03 .4612E-03
RESIDUAL FLOW .OOOOL- 00 - - OOOOE+00 .0000E+00 .0000E+00
REMAINING - .3170E+04 - - - -
DEPTH - - .1039E+01 - - -
c'vA'r'GRATIGN .005'3E-
0' - - - - -
4 1NFLOW,TOTAL l
'
4133E+G? - - .5615E-01 .5399E-03 .4612E-03
iNFLOW,NET .4153E+00 - - .5615E-01 .5899E-03 .4612E-03
BYPASS .00,00E+00 - - .0000E+00 , .0000E+00 .0000E+00
TREATED OUTFLOW 4162E+00
- -
.4114E-01
.1322E-03'
.3764E-03
RESIDUAL FLOW .0000E+00 - - 0000E+00 .0000E+00 .0000E+00
REMAINING - .B256E+03 - - - -
DEPTH - - .1039E+01 - - -
EVAPORATION 2299E-03 - - - - -
5 INFLOW, TOTAL 4162c+O' - - .4114E-01 .1311E-03 .3764E-03
INFLOW,NET 4162E+0 V - - .4114E-01 .1322E-03 .3764E-03
BYPASS ::i ictii0 - - 6000E+00 .0600E+00 .0000E+00
TREATED OUTFLOW 34;E+00 - - .4334E-01 .1375E-03 .7343E-03
RESIDUAL FLOW iij04c+00 - - 0000E+00 ,0000E+00 .0000E+00
KE,iA1N1NG - .1650E+05 - - - -
DEPTH - - .1U41Et01 - - -
ci,ArORAIION 7JO1C-QG - - - - -
UNiT "ciFORMANi:c Z.31 FOR clTin.c ailULnTiJ:i. 1,713-41 i i TO i1AR 4, 1134, 2350.00)
uiYl I r LILT. 'JL JI'iC '.IL_ :u Li
---- ---------------- ---------- ---------- ----------
i INFLOW, TOTAL i"3[+Ub 1 V4C Tl+c /iJiC+lI JitUCT'J1
iNFLOW,NET JYYJCTU? 1oo3c+02 .11oic+ii 31i5cTQi
PYf HJJ •4/GOOTiJ
TREATED UVIYLGW 7?C):TU. JJYOtTVI L LJCT1V ,J7GJtTUI
r n
r.:c31D AL FLOW
'JV00c+Q0
"jo or T06
c-Q0
,0(ioii 700
It 11 F . i11 _
I.L.n11Yil'iU
a:JL VY - -- ..
r iuCT'Ji
_.,.. CTli -
.ci1LTfi(
E' AP'ORATION ; "4c+02 - - -
11Yf k"LrW -T'L 11Y1CTUu , 1V3bt Tu -oCT1U ,. Ja VCTII(
INFLOW, NET 3272E+05 .3593ET01 232oE+iQ J7<:JC+u(
BYPASS .4138E+05 .1356E+0i o53iE+06 .5095E-02
TREATED OUTFLOW .8656E+05 .3919E+01 .4051E+09 .3353E+01
RESIDUAL FLOW 77000E+00 .0000E+00 .0000E+00 .0000E+00
REMAINING ,0260E+04 .5680E+01 .1300E+10 .2561E+01
EVAPORATION 1093E+03 - - -

.1
I , riL
'121/9E+010
. JL(/ C+ij l -rnr
• YOvJO+.j j
..7Jb•JC
INFLOW,NET .1246E+06 .5119E+01 .4657E+09 .3362E+01
BYPASS 32' SE+ J i
3 A
340Lc-f l -K +Ct°
.KK ., - ; ,
ljb;c-.?
TREATED "OUTFLOW .1215E +{j0 4U5ttU1 .7354E+U4 ,2229E+01
RESIDUAL FLOW .0000E+00 ii00cE+00 77000E+00 OOOOE+00
REMAINING .3160E+04 .1774E+01 .3122E+03 .1133E+01
EVAPORATION .6311E+02 - - -
4 INFLOW,TOTAL .1240E+06 1
.oJUat+pl 13oQc+04 .223ic+01
INFLOW,NET ,1236E+06 ,3410E+01 ,335
8E+08 .2230E+01
BYPASS .(c 7C+U4 E
.VO- O1
Ji 5

ibJlC+UJ

.LUSGC-Vi
TREATED OUTFLOW .1223E+06 iVb/CTU1 .25!21+03 .i150c+01
RESIDUAL FLOW 0 +i00 E+0 0
UUij"'r
uc+00
REMAINING 42.22E+03 .4035E+00 oiooc+03 ,2733E+00
EVAPORATION 2020E+02 - - -
5 INFLOW, TOTAL 1241E+06 .3100E+01 .2574E+04 .195iE+Oi
INFLOW,NET .1241E+06 .3100E+Q1 .2574E+06 .1951E+01
BYPASS .0000E+00 OOOOE+00 ,Q;u)E+Qii .0000E+00
TREATED OUTFLOW .1102E+06 ic,24E+01 .5154E+07 .1156E+01
RESIDUAL FLOW v",000C-+Q0 77000E+00 OOOOE+00
REMAINING 7646E+05 .1575E+iil 25JSC+Ub .1950E+Q+i
EVAPORATION 2716E+03 - - -

STORAGE/TREATMENT PLANT PERFORMANCE SUMMAR'i -0R Ei= SiMGLATIONi iiAR Y 11,134, OU TO MAR 4, 1'i34, 3 i1
PARAMETER uLUME SuS.;SL TUT ;LLi METALS

--
-
--
----- u f 1
- Lu6
- I V 1, iii.
-
-------- L53
----------
-
-
TOTAL -
-------
TO PLANT ------
---
i3?8E+Jo ---
------
1o0 4E*U -
E*ii
UE+ut
.o14
TOTAL TO NEXT BLOCK OOOOE+00 GGviEty" Ij0i111ET1i1i .GO?OvE+v q
TOTAL TO ULT. IIJI. i1V2 t+0 O 15 4" YC+6 1 J1JYCtV, .11.JOCTVI
REMAINING iN PLANT oYf.E+uj 10J1C+02 E*i 1 .7 ibIlt ji
TOTAL EVAFORATLON JUi% tUJ
+ +? + STORAGE/TREATMENT Sa a.ULMTi Oir CN i C U 1,4108 IMl. L'i x + a #

}}}}}f}fffffffff}}fEfttttt}iFt}ti++fftffifttt+}ftftttf+itif+tt}+i}fttfftttttfitii
} ?PProgram? IS33;3 nlL
} f HMVersion :i. 40 f
f SWMM f Date 51'151" f
} f Time 9:37: 1
5
f EPA STORM WATER MANAGEMENT yGDEL + input file : wrtZjr.dat }
f i Output file : wrt2yr.out f
f } t
f f f
ff}fff}ffffffffff}ffffffffffffffi}}}ftf}fffffff}ffft}tt f}}ft}}tfitff}fffft}fff}f
xxxxx x .1 x x x x
x x x x xx xx xx xx
x x x x x x x x x x x
xxxxx x x x x x x x x x
x x x x x x x x x
x x xx xx x x x x
xxxxx x x x x x x
Full Microcomputer Implementation :..
... by ...
... Haestad Methods, Inc. ...
37 Brookside Road } Waterbury, Connecticut 06708 } 0031 755-1666
,`aa??eneeeeree
CAR®'''•.
= j? r
•
w
•
i w
r ?
•
•• ?? w' •• vow
'9 s v
E S POW 0 0
0oil
ENVIRONMENTAL PROTECTION AGENCY - STORM WATER MANA+7EMENT MODEL *f* RELEASE 111.3
DE':%ELOPED BY ME I CALF & EDDY, INC.
UNIVERSITY OF FLORIDA
WATER RESOURCES ENGINEERS, INC.
SEPTEMBER 1970
UPDATED BY THE UNIVERSITY OF FLORIDA
MARCH 1975
NOVEMBER 1977
NOVEMBER 1981
AUGUST 1983
THIS IS A NEW RELEASE OF THE SWMM. IF ANY PROBLEMS
OCCUR IN RUNNING THIS MODEL PLEASE CONTACT WAYNE
HUBER AT THE UNIVERSITY OF FLORIDA.
PHONE [phone]

DISK OR TAPE ASSIGNMENTS FOR BLOCKS CALLED. THEY ARE IN THE SAME ORDER IN WHICH THE BLOCKS ARE CALLED.
JIN(1) JIN(2) JIN("s) JIN(4) JIN(5) JIN(6) JIN(7) JIN(8) JIN(9) JIN(10)
0 8 9 0 0 0 0 0 0 0
JOUT(1) JOUT(2) JOUT(3) JOUT(4) JOUT(5) JOUT(6) JOUT(7) JOUT(8) JOUT(9) JOUT(10)
8 9 10 0 0 0 0 0 0 0
SCRATCH'DISKS OR TAPES WHICH CAN BE USED BY ANY BLOCK CALLED.
NSCRAT(1) NCSRAT(2) NSCRAT(3) NSCRAT(4) NSCRAT(5)
1 2 3 4 0
RUNOFF BLOCK CALL-.
ENTRY MADE TO RUNOFF BLOCK
RUNOFF BLOCK WAS LAST UPDATED B'i THE UNIVERSITY OF FLORID" JANUARY 1983.
W;IGHTSBORu rLHLH, NEW HANOVER COUNTY, NORTH CAROLINA
VENTURE ENGINEERING, INC.- SC-0 TYPE 111 YEAR, 24 HOUR STORM EVENT
CONTINUOUS SWMM PARAMETER - ICRAIN ............... 0
SNOWMELT PARAMETER - ISNOW ....................... 0
NUMBER OF RAIN GAGES - NRGAG ..................... l
HORTON IFILTRATION EQUATION USED - INFILM........ 0
QUALITY IS SIMULATED - KWALTY .................... 1
DEFAULT EVAPORATION RATE USED - IVAP ............. 0
HOUR OF DAY AT START OF STORM - NHR .............. 0
-1INUTE OF HOUR AT START OF STORM - NMN........... 0
DIME TZERO AT START OF STORM (HOURS) ............. .000
USE U.S. CUSTOMARY UNITS FOR MOST I/O - METRIC... 0
INPUT NUMBER OF TIME STEPS - NSTEP ............... 130
INTEGRATION TIME INTERVAL (MINUTES) - DELT....... 11.00
MONTH, DAY, YEAR OF START OF STORM IS: 31 4/84
PERCENT OF IMPERVIOUS AREA WITH ZERO DETENTION DEPTH 25.0

**HORTON INFILTRATION MODEL BEING USED
RATE FOR REGENERATION OF INFILTRATION = REGEN * DECAY
DECAY IS READ IN FOR EACH SUBCATCHMENT
REGEN = ........................................ .01000
FOR 49 RAINFALL STEPS, THE TIME INTERVAL IS 30.00 MINUTES UNITS ARE IN/HR.
FOR RAINGAGE NUMBER 1, TIME IS .0 HOURS OR .0 DAYS FROM START OF STORM, RAINFALL HISTORY IS
.00 .04 .04 .05 .05 .05 105 .05 .06 .06
.06 .07 .07 .07 .08 .09 .09 .10 .i1 .13
.15 .19 .25 .39 3.10 .59 .30 .22 .17 .15
.13 .11 .10 .09 .09 018 .01 .07 .07 .06
.06 .06 .05 .05 .05 .05 .05 .04 .04
CARD GROUP F1
EVAPORATION RATE (IN/DAY).
JAN. FEB. MAR. APR. MAY 'UN. JUL. AUG. SEP. OCT. NOY. DEC.
.10 .10 .10 .10 .10 .10 .10 .10 .10 .10 .10 .10

ttt *x G UT T E R AND 1 P E DA i A ** **ir
GUTTER GUTTER WIDTH LENGTH SLOPE SIDE SLOPES MANNING MAX DEPTH
NUMBER CONNECTION (FT) (FT) (FTiFT) L R N (FT)
1 * 1 2 1.00 52. 0 .0142 0 ii . 013
00
' * 2 ^3 . 50 65,0 .0050 .1 00 1013 .00
5 + 15 2 .66 40.0 .0100 .00 O .011 .00
4 * 16 3 .66 37.0 .0100 .00 .10 .011 .00
5 * 3 if 1.50 /8.0 3075 .00 .00 .03 30
6 * 18 4 .66 38.0 .0100 .00 .00 .011 .00
7 * 4 5 2.00 73.0 .0050 .00 .00 .013 .00
8 } 5 6 2.00 76.0 .0061 .00 .00 .013 .00
9 6 99 25.00 330.0 .0050 1.00 1.00 .035 1.00
10 8 6 5.00 185.0 .0050 5.00 5.00 .035 1.00
11 * 11 10 1.00 120.0 .0050 .00 .00 .011 .00
12 * 10 9 1.25 180.0 .0050 .00 .00 .013 .00
13 } 9 7 1.25 57.0 .0060 .00 .00 .013 .00
14 + 13 14 1.25 200.0 .0050 .00 .00 .013 .00
15 * 14 12 1.25 120.0 .0050 .00 .00 .013 .00
16 * 12 7 1.25 60.0 .0100 .00 .00 .013 .00
17 } 7 4 1.50 208.0 .0100 .00 .00 .013 .00
18 * 19 5 1.00 90.0 .0100 .00 .00 .011 .1110 '
19 f 20 5 .66 90.0 .0100 .00 .00 1011 .00
20 17 21 15.00 135.0 .0100 11.00 11.00 .035 1.00
21 21 22 15.00 162.0 .0100 i.00 i.00 .035 1.00
22 22 23 15.00 75.0 .0100 1.00 1.010 .035 1.00
23 23 99 15.00 10.0 10100 1.00 1.00 .035 1.00
-TOTAL NUMBER OF GUTTERS/PIPES, 23
ASTERISK (*) DENOTES CIRCULAR PIPE DIAMETE R=.WIDTH.
DOLLAR SIGN ($) DENO TES DUMMY GUTT h, USED TO OBTAIN PRINT OUTS ONLY.
*+*** SUBCATCHMEri' DA T A *****
SUBCATCH- GUTTER WIDTH AREA PERCENT SLOPE RESISTANCE FACTOR DEPRES. STORAGE1!N)
MENT NO. OR INLET (FT) (AC) !MPERV. (FT/FT) iiiFERV. FERV. IMPERV. PERM,
1 10, CE .Y1^+)
AS
74.30 +
J1o4 Vl;
. 13%
t
KO
Ii?I
.al.
102 1 6160 ;G 84.00 .0139 .017 .350 .050 000
3 103 3 81.40 .47 74.60 .0204 .017 .350 .050 .300
4 104 4 87.40 .55 75.00 6200 .017 .350 .050 .300
5 105 5 137.10 .41 96.70 .0218 .017 .350 .050 .300
6 106 6 38.00 .13 91.80 .0387 .017 .350 .050 .300
7 107 6 '34.40 .76 70.70 .0231 .017 .350 1050 .300
8 108 8 81.10 .04 87.70 .0180 .017 .350 .050 .300
9 109 9 93.60 .27 81.10 10100 .017 .350 .050 .300
10 110 10 128.70 .30 61.10 .0100 .017 .350 .050 .300
11 111 11 72.00 .17 86.00 .0100 .017 .350 .050 .300
12 112 12 67.00 .31 54.30 .0100 .017 .350 .050 .300
13 113 13 87.50 .28 87.30 10100 .017 .350 .050 .300
14 114 14 93.00 .30 85.40 .0100 .017 .350 .050 .300
15 115 15 37.10 .)9 100.00 .0050 .017 .350 .050 .300
16 116 16 42.80 .10 100.00 .0050 .017 .350 .050 .300
17 117 17 101.20 .58 69.50 .0100 .017 .350 .050 .300
18 118 18 35.40 .12 100.00 .0050 .017 .350 .050 .300
19 119 19 64.20 .40 100.00 .0050 .017 .350 .050 .300
20 120 20 12.50 .03 i00.00 .0050 .017 .350 .050 .300
21 121 21 96.60 .61 80.30 .0100 .017 .350 1050 .300
22 122 22 38.40 .62 88.90 .0100 .017 .350 .050 .300
23 123 23 62.90 .51 51.60 .0100 .017 .350 .050 .300
-OTAL NUMB ER OF SUBCATCHMENT S.. 23
TOTAL TRIB UTARY AREA (ACRES) .... 7.97
IMPERVIOUS AREA (ACRES)..... .... 6.24
PERVIOUS AREA (ACRES)...........
TOTAL WIDTH (FEET) ..............
PERCENT IMPERVIOUSNESS..........
1.73
1757.30
78.35
INFILTRATION DECAY RATE GAI
RATE(IN/HR) (I /SEC) NI
MAXIMUM MINIMUM
2.00 .60 .00140
2.00 .60 .00140
2.00 .60 .00130
2.00 .60 .00140
2.00 .60 .00140
2.00 .60 .00140
2.00 .60 .00140
2.00 .60 .00140
2.00 .60 .00140
2.00 .60 .00140
2.00 .60 .00140
2.00 .60 .00140
2.00 .60 .00140
2.00 .60 .00140
2.00 .60 .00140
2.00 .60 .00140
2.00 .60 .00140
2.00 .60 .00140
2.00 .60 .00140
2.00 .60 .00140
2.00 .60 .00140
2.00 .60 .00140
2.00 .60 .00140
* * * * * ARRANGEMENT OF SUBC.;TCHMENTS AND GUTTERS/PIPE * # * *
GUTTER TRIBUTARY GUTTERiPIPE TRIBUTARY SUBAREA
OR PIPE
1 101
2 1 15 1u4,
15 115
16 116
3 2 16 103
18 118
4 3 18 7 104
5 4 19 20 105
6 5 8 106 107
8
11 108
111
10 11 110
9 10 109
13 113
14 13 114
12 14 112,
7 9 12
19 119
20 120
17 117
21 17 121
22 21 122
23 22 123
INLET TRIBUTARY GUTTERS AND/OR PIPES TRIBUTARY SUBAREAS
99 6 23
HYDROGRAPHS WILL BE STORED FOR THE FOLLOWING 1 INLETS
99
$ $ 3 QUALITY 1MULATIOJ p $
GENERAL QUALITY CONTROL CARDS
DESCRIPTION
----------- VARIABLE
-------- VALUE
-----
NUMBER OF QUALITY CONSTITUENTS..... NOS....... 7
NUMBER OF LAND USES ................ JLAND....... I
STANDARD CATCHBASIN VOLUME......... CBVOL....... 16.00 FT3
EROSION 16 NOT SIMULATED......... IROS........ 0
DRY DAYS PRIOR TO START OF STORM... DRYDAY....... 5.00 DAYS
DUST AND DIRT
STREET SWEEPING EFFICIENCY......... REFFDD....... .200
f +? LAND USE DATA f f f
fff CARD GROUP J2 f f f

FUNCTIONAL LIMITING CLEANING AVAILABIL- DAYS SINCE
BUILDUP DEPENDENCE BUILDUP BUILDUP BUILDUP INTERVAL ITV FACTOR LAST
LAND EQUATION OF BUILDUP QUANTITY POWER COEFF. (DAYS) FRACTION SWEEPING
USE METHOD TYPE PARAMETER JACGUT
---------- ---------- ---------- ---------- ---------- DDLIM DDPOW
---------- ---------- - DDFACT CLFREQ
--------- ---------- AVSWP
---------- DSLCL
----------
COMMERCE 0 POWER AREA I 1.000E+07 1.000 3.300 7.000 .500 5.000
LINEAR
z + lONSTITUENT DATA x + t
SUS.SOL
-------- NH3 - Ii
-------- T-P04-P
-------- 3OD,
-------- COD
--------
CONSTITUENT UNITS....,... MG/L MG/L MG/L MG/L MG/L
TYPE OF UNITS............ 0 0 0 0 0
KALC..................... 1 4 1 1 1
TYPE OF BUILDUP CALC..... POWER-LINEAR NO BUILDUP POWER-LINEAR POWER-LINEAR POWER-LINEAR
KWASH .................... 0 1 i? c! 0
TYPE OF WASHOFF CALC..... POWER EXPONENTIAL RATING iURVE NO UL POWER EXPONENTIAL POWER EXPONENTIAL POWER EXPONENTIAL
KACGUT ................... i 1 1 1 1
DEPENDENCE OF BUILDUP.... AREA NOT REQUIRED AREA AREA AREA
LINKUP ................... u 0 0 0 0
LINKAGE TO SNOWMELT...... NOT REQUIRED NOT REQUIRED NOT REQUIRED NOT REQUIRED NOT REQUIRED
FIRST BUILDUP PARAMETER.. 100000.000 1000 10000.000 100000.000 100000.000
SECOND BUILDUP PARAMETER. 1.000 .000 1.000 1.000 1.000
THIRD BUILDUP PARAMETER.. .204 .000 .002 .120 .300
FOURTH BUILDUP PARAMETEk. .000 .000 .000 .000 .000
FIFTH BUILDUP PARAMETER.. .000 .000 .000 .000 .000
EXPONENT FOR WASHOFF..... 1.500 1.500 1.500 1.500
COEFFICIENT FOR WASHOFF.. 50.000 20.000 50.000 30.000 30.000
INITIAL CATCHBASIN CONC.. 200.000 1.000 .200 110.000 310.000
PRECIPITATION CONC....... 16.000 .410 1.100 .000 65.000
STREET SWEEPING EFF...... .350 .100 .250 .350 .300
TOT COLI
-------- METALS
--------
CONSTITUENT UNITS.,...... MPN/L MG/L
TYPE OF UNITS............ 1 0
KALG. ....
................ 0 1
TYPE OF BUILDUP CALG..... FRACTION BUILDUP POWER-LINEAR
KWASH............... .
TYPE OF WASHOFF CALC..... RATING CURVE NO UL POWER EXPONENTIAL
KACGUT ................... 1 1
DEPENDENCE OF BUILDUP.... AREA NOT REQUIRED
LINKUP ................... 0 0
LINKAGE TO SNOWMELT...... NOT REQUIRED NOT REQUIRED
FIRST BUILDUP PARAMETER.. 13000000.000 1000.000
SECOND BUILDUP PARAMETER. 33000000.000 1.000
THIRD BUILDUP PARAMETER.. 11000000.000 .112
FOURTH BUILDUP PARAMETER. 10000000.000 .000
FIFTH BUILDUP PARAMETER.. 1000 .000
EXPONENT FOR WASHOFF..... 1.500 1.500
COEFFICIENT FOR WASHOFF.. 10.000 30.000
INITIAL CATCHBASIN CONC.. 1000000.000 165.000
.PRECIPITATION CONC....... .000 .050
STREET SWEEPING EFF...... .350 .250
r iuii ui cr: ;Jot i ciJTa
* + + F n TlOia Fur' CuiJTRIBUTIll'
.-MK uKuur "t
CONSTITUENT FROM WHICH THE FRACTION IS COMPUTED
-----------------------------------------------
FRACTION WILL t { + + t t +
BE ADDED TO t * + + t } +?
CONSTITUENT t t t t t t t t
T-P04-P t .050 t .000 + .000 t .000 + .000 + .000 t .000 t

FRACTION WILL t t t t t t t t
BE ADDED TO t t t r t t t t
CONSTITUENT t t t t t t t t
B005 t .050 t .000 t .000 + .000 { .000 t .000 + .000 t
t-- -------t-- -------t-- -------t-- -------t---------t-- -------t-- -------t
+ SUS.SOL *NH3 - N *T-P04-P * BOOS COD *TOT COLI + METALS
t t t SUBCATCHMENT SURFACE QUALITY CARDS t + +
t t t CARD GROUP L1 t+ t
LAND
NO. USAGE
1 101 COMMERCE
2 102 COMMERCE
3 103 COMMERCE
4 104 COMMERCE
5 105 COMMERCE
6 106 COMMERCE
7 107 COMMERCE
8 108 COMMERCE
9 109 COMMERCE
10 110 COMMERCE
11 111 COMMERCE
12 112 COMMERCE
13 113 COMMERCE
14 114 COMMERCE
15 115 COMMERCE
16 116 COMMERCE
17 117 COMMERCE
18 118 COMMERCE
19 119 COMMERCE
20 120 COMMERCE
21 121 COMMERCE
22 122 COMMERCE
23 123 COMMERCE
LAND
USE
NO.
TOTAL NUMBER CARD CARD CARD CARD CARD CARD CARD
GUTTER OF LOADING LOADING LOADING LOADING LOADING LOADING LOADING
LENGTH CATCH- OF OF OF OF OF OF OF
lOtt2FT
-------- BASINS
-------- SUS.SDL
------- NH3 - N T-PO4-P
------- ------- BOD5
------- COD
------- TOT COLI
------- METALS

.00
1.00
.00
.00
.00
.00
.00
.00 -------
.00
.00 1.00 .00 .00 .00 .00 .00 .00 .00
.00 1.00 .00 .00 .00 .00 .00 .00 .00
.00 1.00 .00 .00 .00 .00 .00 .00 .00
.00 1.00 .00 .00 .00 .00 .00 .00 .00
.00 1.00 .00 .00 .00 .00 .00 .00 ..00
.00 1.00 .00 .00 .00 .00 .00 .00 .00
.00 1.00 .00 .00 .00 .00 .00 .00 .00
.00 1.00 .00 .00 .00 .00 .00 .00 .00
.00 1.00 .00 .00 .00 .00 .00 .00 .00
.00 1.00 .00 .00 .00 .00 .00 .00 .00
.00 1.00 .00 .00 .00 .00 .00 .00 .00
.00 1.00 .00 .00 .00 .00 .00 .00 .00
.00 1.00 .00 .00 .00 .00 .00 .00 .00
.00 1.00 .00 .00 .00 .00 .00 .00 .00
.00 1.00 .00 .00 .00 .00 .00 .00 .00
.00 1.00 .00 .00 .00 .00 .00 .00 .00
.00 1.00 .00 .00 .00 .00 .00 .00 .00
.00 1.00 .00 .00 .00 .00 .00 .00 .00
.00 1.00 .00 .00 .00 .00 .00 .00 .00
.00 1.00 .00 .00 .00 .00 .00 .00 .00
.00 1.00 .00 .00 .00 .00 .00 .00 .00
.00 1.00 .00 .00 .00 .00 .00 .00 .00
TOTALS
.00 23.00
f * INITIAL WATERSHED POLLUTION LOADS * t
INITIAL LOAD UNITS ARE n1L66RAMS *
x TIRO INITIAL LOADING FOR n LAND * t t
t r. USE MAY INDICATE ZERO BUILDUP TIME* *
LAND
NO. USAGE
1 101 COMMERCE
2 102 COMMERCE
3 103 COMMERCE
4 104 COMMERCE
5 105 COMMERCE
6 106 COMMERCE
7 107 COMMERCE
8 108 COMMERCE
9 109 COMMERCE
10 110 COMMERCE
11 111 COMMERCE
12 112 COMMERCE
13 113 COMMERCE
14 114 COMMERCE
15 115 COMMERCE
16 116 COMMERCE
17 117 COMMERCE
18 118 COMMERCE
19 119 COMMERCE
20 120 COMMERCE
21 121 COMMERCE
22 122 COMMERCE
23 123 COMMERCE
LAND
USE
NO.
TOTALS
TOTAL VOLUME 1141 11IAL INITIAL 111iTIAL INITIAL INITIAL iliiIAL INITIAL
vUTT '; ?F LOADING LCADING LOADING LEADING LOADING LOADING LOADIN,
LENGTH CATCH- OF OF OF OF OF -IF OF
10**211
-------- BASINS
-------- SUJ.301.
------- NH3 - N
------- T-P04-P
------- BOD5
------- COD
------- TOT COLT
------- METALS

G
16.00
.21
.00
.00
.13
.,at
44.76 -------
.12
.u!) 16.00 2i 00 .00 .13 .3i i4. 76 .12
u0 16.00 .22 .00 .00 .13 .32 45.73 .12
.00 16.00 .25 .00 .00 .15 .37 JJ.,1 .14
.00 16.00 .19 .00 .00 .11 .28 39.89 .10
.ou 16.00 .06 .00 .00 .04 .09 12.65 .03
0 16.00 .35 .00 .00 .21 .52 73.95 .13
.00 16.00 .02 .00 .00 .01 .03 .89 01
.00 16.00 .12 .00 .00 .07 .18 26.27 .07
.00 16.00 .14 .00 .00 .08 .20 29.19 .08
.00 16.00 .08 .00 .00 .05 .12 16.54 .04
.00 16.00 .14 .00 .00 .08 .21 30.16 .08
.00 16.00 .13 .00 .00 0B .19 21.24 .07
.00 16.00 .14 .00 .00 .08 .20 29.19 .08
.00 16.00 .04 .00 .00 .02 .06 8.76 .02
.00 16.00 .05 .00 100 .03 .07 9.73 .03
.00 16.00 .27 .00 .00 .16 .39 56.43 .15
.00 16.00 .06 .00 .00 .03 .08 11.68 .03
.00 16.00 .19 .00 .00 .11 .21 38.32 .10
.00 16.00 .01 .00 .00 .01 .02 2.92 .01
.00 16.00 .28 .00 .00 X .42 59.35 .15
.00 16.00 .29 .00 .00 .17 .42 60.32 .16
.00 16.00 .24 .00 .00 .14 .35 49.62 .13
.u0 368.00
} t * CARD GROUP M1 + f f
TOTAL NUMBER OF PRINTED GUTTERS I7NLETS...NPRNT.. 1
NUMBER OF TIME STEPS BETWEEN '-'!n I r'uS, . INTE?:'7 i
STARTING AND STOP PiN3 PRINTOUT 1.:MTES............ 0
0 0
0 0
0 0
t f t CARD GROUP M2 * f +
GUTTER INLET PRINT CARDS...... 99
MESSAGE FROM SUBROUTINE HYDRO... THE PLOTTING INTERVAL FOR SUBROUTINE HCURVE IS.. 1 TIME STEPS
CAUTION! ATTEMPT TO GIVE NEGATIVE FLOW & DEPTH IN MUTTER. AS DEFAULT, USE ZERO. CONTINUITY ERROR = 4.05 CU. FT.
GUT. NO., ORDER OF INPUT = 12 TIME = 46200. GDEPTH = 1.02 FLOWO = 56 6?IN = 21
AUTION! ATTEMPT TO GIVE NEGATIVE FLOW & DEPTH IN GUTTER. AS DEFAULT, USE ZERO. CONTINUITY ERROR = 25.81 CU. FT.
UT. NO., ORDER OF INPUT = 17 TIME = 46200. GDEPTH = 1.19 FLOWO = 2.23 GIN = .93
AUTION! ATTEMPT TO GIVE NEGATIVE FLOW & DEPTH IN GUTTER. AS DEFAULT, USE ZERO. CONTINUITY ERROR = 1.80 CU. FT.
UT. NO., ORDER OF INPUT = 11 TIME = 47520. GDEPTH = .81 FLOWO = .16 DIN = .06
END OF TIME STEP 00-LOOP IN RUNOFF.
FINAL DATE (MO/DAY/YEAR) = 3/ 4/84
FINAL JULIAN DATE = 32
FINAL TIME OF DAY = 23.8333 HOURS.
FINAL RUNNING TIME = .8580000E+05 SECONDS.
TOTAL NUMBER OF TIME STEPS = 20
4.000 I --------- i --------- I --------- I --------- i --------- I --------- [ --------- I --------- I --------- I --------- I
I I
I I
I I
I I
I I
I I
I I
I I
I I
3.2G0 - -
RAINFALL
IN
IN / HR
1 tt
[ t+
[ tt
[ tt
I tt
I #t
[ tt
[ tt
I tt
2.400 - tt
I t+
[ tt
[ t+
[ tt
[ tt
I ++
I tt
[ #+
I ++
1.600 - #t
I t#
[ ++
I tt
[ tt
I ++
I t#
[ t#
I ##
I #t
.800 - ##
I #f
[ ##
I # #
I f ##
I ## ##
I ##### ##fff
[#ft##########ffttfff#tft ftffff#+f#tffttfff+f#ft
.000 ##--------I---------I---------I---------I---------I---------I-#t------ I-
.0 4.0 8.0 12.0 16.0 20.0 24.0 28.0
TIME IN HOURS
RAINFALL HYETOGRAPH INLETS
--I-
32.0
I
i
I
I
I
I
I
I
I
36.0 40.0
HYETOGRAPH FOR RAIN GAGE NUMBER I
RUNOFF
IN
CFS
4 0 . ill)0 1-
i
I
I
I
I
I
I
I
I
32.000 -

1 }
I f
I f
24.000 - f
I +
I +
I ++
I ft
I ++
I tf
I t+
I ff
I tt
16.000 - ff
I ft
I ft
I f f
I ff
I ff
I tf
I +t
I +f
I ff
8.000 - f f
I ff
I ff
I ff
I f f
I f t+
I f tt
I f +t+
I tt ft+
I tftff+tf+f+++f ff+++t+++t+tfff
.000 f}}+tf+tfttftftf----I--------- I--------- I---------}+ttt+ttttt---
.0 4.0 8.0 12.0 16.0 20.0 24.0
TIME IN HOURS
INLET HYDR08RAPH
INLETS
I
i
i
I
1
I
i
1
i
i
i
I
I
I
I
I

I
I
I
I
I
I
I
I
'I
I
I
I
I
I
28.0 32.0 36.0 40.0
0
THE HYDROGRAPH IS THE SUM OF THE FLOW IN ALL INLETS
I.OOIt I---------I---------I---------I---------I---------I---------I---------i---
I
I
I
I
I
I
I
I
I
.800 -
INFIL-
TRATION
IN/ HR
.000 tf-------- I--------- I--------- I--------- I--------- I--------- I--------- I-
.0 4.0 8.0 12.0 16.0 20.0 24.0 28.0
[
I
I
I
I
I
I
I
I
.600 - tttttt
j f f
I t +
I } }
I + f
I + }
I t +
I f }
I + t
I f t
.400 - f
I tt +
I + +
I } }
I } }
I t t
I t +
I + +
I if t
I f }
.200 - f t
}
I if
[ f t
[ t if
[ if if
I *if }f+
I ffff *fit
I fffftff }}ttfffff
[ tffffft#t }tttfftf
If
TIME IN HOURS
INFILTRATION VERSUS TIME
INLETS
0
THE INFILTRATION PLOT IS THE ACTUAL INFILTRATION OVER THE PERVIOUS AREA ONLY
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
32.0 36.0 40.0
f S S --- CONTINUITY CHECK FOR QUANTITY -- - # # 3
INCHES OVER
CUBIC FEET TOTAL BASIN
TOTAL PRECIPITATION (RAIN PLUS SNOW) 1.211912E+05 4.189
TOTAL INFILTRATION l.,b.814E+U4 .667
TOTAL EVAPORATION 2.006118E+03 .097
TOTAL GUTTER/PIPE/SUBCAT FLOW AT INLETS 1.010888E+05 3.434
TOTAL WATER REMAINING IN GUTTERIPIPES 3.218325E+02 .011
TOTAL WATER REMAINING IN SURFACE STORAGE 1.346545E+03 .047
INFILTRATION OVER THE PERVIOUS AREA... 1.337 o' I4E+04 3.113
INFILTRATION + EVAPORATION +
SNOW REMOVAL + INLET FLOW +
WATER REMAINING IN GUTTER/PIPES +
WATER REMAINING IN SURFACE STORAGE +
WATER REMAINING IN SNOW COVER.........
1.254481E+05 4.336

THE ERROR IN CONTINUITY IS CALCULATED AS
fttttfttttttttttttttttfffftttftftttttft
} PRECIPITATION + INITIAL SNOW COVER #
f - INFILTRATION - t
}EVAPORATION - SNOW REMOVAL - f
}INLET FLOW - WATER IN GUTTER/PIPES - }
+WATER IN SURFACE STORAGE - }
}WATER REMAINING IN SNOW COVER }
f-------------------------------------t
} PRECIPITATION + INITIAL SNOW COVER t
}}}}#ftf##ff##ttt#t#tff#ftfftt##fffftt#
ERROR .............................. -3.507 PERCENT
t#f,Ft#####44+Ftt#Ft#iif4t##4+E#t#####fF#t;tr#t###t#4##+z
RUNOFF QUAL,TY SUMMARY PAGE
IF .NDIM = 0 LOADS ARE iii UNITS OF KGS---LBS AND #
t MASS RATES dAVE UNITS OF KGS---LBS/SEC#
IF NDIM = i LOADS ARE IN UNITS OF QUANTITY #
t AND MASS RATES ARE QUANTITY/SEC #
t IF NDIM = LOADS ARE IN UNITS OF CONCENTRATION #
# TIMES VOLUME AND MASS RATES HAVE UNITS*
f OF CONCENTRAIL ON TIMES VOLUME/ SECOND +
t##t#tt#t##########tttttttt#tttftttttttttttttft#t#ttt
INPUTS
SUS,SOL NH3 - N T-P04-f BOOS COD TOT C:OLI METALS
MG/L MG/L MG/L MG/L MG/L MPNiL MG/L
-------- -------- -------- -------- -------- -------- --------
1. INITIAL SURFACE LOADS....... 8.13E+00 0.00E+00 1.91E-02 4.78E+00 1.20E+01 7.75E+17 4.46E+00
2. TOTAL SURFACE BUILDUP....... 8.13E+00 0.00E+00 7.91E-02 4.18E+00 1.20E+01 7.75E+17 4.46E+00
3. INITIAL CATCHBASIN LOADS.... 4.59E+00 2.30E-02 4.59E-0' 2.53E+00 7.12E+00 1.04E+10 3.79E+00
4. TOTAL CATCHBASIN LOADS...... 4.59E+00 2.30E-02 4.59E-03 2.53E+00 1.12E+00 1.04E+10 3.79E+00
5. TOTAL CATCHBASIN AND I
SURFACE BUILDUP (2+4)....... 1.27E+01 2.30E-02 8.43E-02 7.31E+00 1.91E+01 7.75E+17 8.25E+00
REMAINING LOADS
-
-
---
------
--
6. -
-
LOAD REMAINING ON SURFACE... 3.79E-06 0.00E+00 3.72E-08 8.07E-05 2.02E-04 7.15E+11 7.53E-05
7. REMAINING IN CATCHBASINS.... 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00
8. REMAINING IN GUTTER/PIPES...
REMOVALS
9. STREET SWEEPING REMOVAL.....
10. NET SURFACE BUILDUP (2-9)...
11. SURFACE WASHOFF .............
12. CATCHBASIN WASHOFF..........
13. TOTAL WASHOFF (11+12).......
14. INSOLUBLE WASHOFF...........
15. PRECIPITATION ...............
16. TOTAL SUBCAT LOAD(13+14+15).
17. TOTAL LOAD TO INLETS........
18. FLOW WT'D AVE.CONCENTRATION
(INLET LOAD/TOTAL FLOW).....
PERCENTAGES
19. STREET SWEEPING (9/2).......
20. SURFACE WASHOFF (11/2)......
21. NET SURFACE WASHOFF(11/10)..
5.26E-03
0.00E+00
8.13E+00
B. 13E+00
4.61E+00
1.27E+01
0.00E+00
3.33E+00
1.61E+01
1.67E+01
2.65E+00
99.99'3
99.999
1.59E-02
0.00E+00
0.00E+00
6.42E+00
2.30E-02
6.45E+00
0.00E+00
8.53E-02
6.53E+00
6.55E+00
1.04E+00
.000
.000
.000
3.68E-04 1.15E-05
0.00E+00 0.00E+00
7.97E-02 4.78E+00
1.97E-02 4.78E+00
4.61E-03 2.53E+00
8.43E-02 1.32E+00
6.38E-01 6.38E-01
2.29E-01 0.00E+00
9.51E-01 1.95E+00
9.88E-01 8.22E+00
1.57E-01 1.30E+00
.000 .000
100.000 H .99o
100.000 99.996
2.13E-02
0.00E+00
1.20E+01
1.20E+01
7.14E+00
1.91E+01
0.00E+00
1.35E+01
3.26E+01
3.43E+01
5.43E+00
.000
91.996
99.996
3.96E-04 2.50E-05
0.00E+00 0.00E+00
1.75E+111 4.46E+00
6.87E+05 4.46E+00
1.04E+10 3.80E+00
1.04E+10 B.26E+00
0.00E+00 0.00E+00
0.00E+00 1.04E-02
1.04E+10 8.27E+00
1.14E+10 B.63E+00
3.98E+03 1.37E+00
.000 .000
.000 99.996
.000 99.996
22. WASHOFF/SUBCAT LOAD(11/16).. 50.606 98.342 8.384 60.124 36.655 .001 53.939
23. SURFACE WASHOFF/INLET LOAD
(11/17) ..................... 48.599 98.109 8.066 58.159 34.878 .006 51.693
24. CATCHBASIN WASHOFF/
SUBCATCHMENT LOAD (12/16)... 28.679 .353 .463 31.860 21.896 99.993 45.936
25. CATCHBASIN WASHOFF/
1Hu rr i nAn 14n147N
n7 CAn
rc -:
Arc
nn rin
nn nnA
nl nrn
AA nnn
.17
4f. INSOLUBLE FRACTION/
INLET LOAD (14/17)..........
28. PRECIPITATION/
SUBCATCHMENT LOAD (15/16)...
29. PRECIPITATION/
INLET LOAD (15/17)..........
30, INLET LOAD SUMMATION ERROR,
(17-16)/16 ..................
.000 .000 64.521
10.714 1.306 24.0D5
19.893 1.303 23.115.
4. 1 n -
7.754 .000 .000 .000
.000 41.449 .000 .126
?i00 39.440 UU ,120
117 ?. i94 0.044 4.343
PLAiri, Ncbl HANu,c COUNT i, NORTH I ;h:GLI Jr
WRIGHT380RO i
VENTURE ENGINEERING, iNi.- :S T'( PE 11 2 YEAR, 24 HOUR STurtM CYEiJ
SUMMARY OF QUANTITY AND '"
um * L:'I RESULTS HT LOCATiOiJ 3'3
INFLOW IN CFS. VALUES ARE ANE ANTANEOUS AT INDICATED TIME STET.
DATE TIME FLOW SUS. 030L 03 - N 1 -P04-P 5005 COu TOT COLI METALS
MO/ DA/YR HR :MIN CFS MG/L M6/L MG/L MG/L MG/L MPN/L MG/L
31 4/84 1 6.0 .007 164.905 3.543 8.527 36.207 248.932 .761E+06 12'9.552
3/ 4/84 1 39.0 .036 154.424 3.250 8.023 89.261 230.44'3 691E+06 113.229
3/ 4/84 2 12.0 .103 1:5.385 ..681 6.610 10.448 180.600 .508E+06 91.576
3/ 4/84 2 45.0 .248 8'1.121 ..041 4.421 4;:.816 107.813 .244E+06 51.417
3; 4/84 3 18.0 .283 50.100 1.186 2.832 25.191 62.455 .964E+05 27.208
3/ 4/84 3 51.0 .288 34.642 1.707 2.005 11.309 42.736 .408E+05 17.107
3/ 4184 4 24.0 .320 :6.697 1.658 1.566 113.761 34.132 .200E+05 12.871
3/ 4/84 4 57.0 .349 ;:1.116 1.618 1.252 11.563 29.017 .111E+05 10.525
3/ 4/84 5 30.0 .352 16.581 1.606 .985 3.668 24.707 .690E+04 8.708
3/ 4/84 6 3.0 .402 13.252 1.570 .790 8.350 21.745 .453E+04 1.485
3/ 4/84 6 36.0 .414 10.235 1.553 .612 6.989 18.672 .316E+04 6.271
3/ 4/84 7 9.0 .428 1.860 1.542 .471 5.196 15.'y57 .231E+04 5.215
3/ 4/84 7 42.0 .487 6.061 1.507 .365 4.868 13.839 .169E+04 4.394
3/ 4/84 8 15.0 .537 4.495 1.476 .272 3.935 11.668 .126E+04 3.570
31 4/84 8 48.0 .561 3.275 1.454 .199 3.079 9.688 .336E+03 2.807
3/ 4184 9 21.0 .645 2.371 1.425 .146 ..356 7.986 .682E+03 2.159
3/ 4/84 9 54.0 .754 1.713 1.385 .107 1.747 6.538 .480E+?13 1.609
3/ 4/84 10 27.0 BB4 1.231 1.341 .078 1.207 5.243 .323E+03 1.117
3/ 4/84 11 .0 1.161 .895 1.272 .056 .743 4.120 .201E+03 .692
3/ 4/84 11 33.0 1.544 .691 1.202 .046 .365 3.197 .104E+03 .343
3/ 4/84 12 6.0 17.896 .571 .738 .039 .020 2.347 .125E+02 .021
3/ 4/84 12 39.0 12.230 .565 .783 .039 .000 ;.291 .587E+00 .002
3/ 4/84 13 12.0 3.345 .568 1.007 .039 .019 2.343 .175E+00 .019
3/ 4/84 13 45.0 1.651 .571 1.156 1039 .021 2.648 .115E+00 .021
3/ 4/84 14 18.0 1.097 .568 1.252 .039 .011 2.323 .921E-01 .011
3/ 4184 14 51.0 .955 .567 1.298 .039 .006 2.313 .033E-01 .008
3/ 4/84 15 24.0 .813 .566 1.337 .039 .004 2.301 .172E-01 .005
3/ 4/84 15 57.0 .712 .566 1.376 .039 .003 2.304 .716E-01 .004
3/ 4/84 16 30.0 .604 .566 1.421 .039 .002 ..303 .661E-01 .004
3/ 4184 17 3.0 .553 .566 1.452 .039 .002 2.301 .625E-01 1003
3/ 4/84 17 36.0 .523 .566 1.469 .039 .001 2.301 .607E-01 .003
3/ 4/84 18 9.0 .470 .566 1.500 .039 .001 2.300 .576E-01 .003
3/ 4/84 18 42.0 .417 .566 1.534 .039 .001 2.300 .544E-01 .003
4/84 19 15.0 .415 .566 1.542 .039 .001 2.300 .537E-01 .002
3/ 4/84 19 48.0 .379 .566 1.563 .039 .001 2.299 .519E-01 .002
3/ 4/84 20 21.0 .354 .566 1.588 .039 .001 2.299 .499E-01 .002
3/ 4/84 20 54.0 .351 .566 1.594 .039 .001 2.299 .494E-01 .002
3/ 4/84 21 27.0 .319 .566 1.617 .039 .000 2.299 .476E-01 .002
3/ 4/84 21 60.0 .291 .565 1.647 .039 .000 2.298 .454E-01 .002
3/ 4/84 22 33.0 .288 .566 1.656 .039 .000 2.298 .448E-01 .002
3/ 4/84 23 6.0 .288 .565 1.658 .039 .000 2.298 .447E-01 .002
3/ 4/84 23 39.0 .278 .565 1.667 .039 .000 2.298 .441E-01 .002
FLOW WT'D MEANS 1.178 2.652 1.038 .157 1.304 5.434 .398E+04 1.369
-LOW WT'D STD-DEVS 40.707 10.551 .362 .573 5.828 14.422 .351E+05 7.059
TOTA L LOADS 10 1088.800 16.731 6.550 .989 8.227 34.295 .114E+I1 8.639
CUB-FT LBS LBS LBS LBS LBS TOT QUAN LBS
* * * * * RUNOFF SIMULATION ENDED NORMALLY * * * * *
STORAGE BLOCK CALLED.
ENTRY MADE TO STORAGE/TREATMENT MODEL.
STORAGE/TREATMENT MODEL WRITTEN BY UNIVERSITY OF FLORIDA, JUNE 1931. )UPDATED JANUARY 1983.)
WRIGHTSBORO PLAZA, NE» HANOVER COUNTY4 NORTH CAROLINA
VENTURE EN61NEERING, ik.- Sao TRIPE 11 2 YEAR, 4 OUR STORM EVENT
WRIGHTSBORO PLAZA ,NEW HANOVER COUNTY NORTH CAROLINA
VENTURE EN61NEERIhG, INC.- SCS TYPE ti 2 YEAR, 24 HOUR STORM EVENT
WRIGHTSBORO PLAZA NEW HANOVER COUNTY NORTH CAROLINA
VENTURE ENGINEERING' SCS TYPE II 2 YEhR 24 HOUR STORM EVENT
INPUT DATA-SET OUTFALLS AT THE FOLLOWING ELEMENT NUMBERS:
99
INPUT DATA SOURCE RUNOFF BLOCK
EXTERNAL ELEMENT NUMBER 99
NUMBER OF TIME STEPS 130
TIME STEP SIZE,SECONDS 660.0
NUMBER OF S/T UNITS 5
COST MODEL USED? NO
STARTING DATE 3/ 4/84
STARTING TIME 0 .00
INPUT/OUTPUT UNITS U.S. CUSTOMARY
TRIBUTARY AREA,ACRES 8.0
FLOW CONVERSION FACTOR .10000E+01
NUMBER OF POLLUTANTS 3
POLLUTANT I SUS.SOL
UNITS MG/L
PART. SIZE/VEL. USED?: NO
POLLUTANT 2 TOT COLI
UNITS MPN/L
PART. SIZE/VEL. USED?: NO
POLLUTANT 3 METALS
UNITS MG/L
PART. SIZE/VEL. USED?: NO
MONTHLY EVAPORATION RATES, IN/DAY
JAN FEB MAR APR MAY JUNE JULY' AUG SEPT OCT NOV DEC
.100 .100 .150 .250 .300 .600 1600 .100 1600 .400 .100 .100
UNIT CHARACTERISTICS
UNIT # i CHARACTERISTICS
GENERAL UNIT DESCRIPTION:
NAME GRASSED SWALE
TYPE OF UNIT DETENTION
MAX. ALLOWABLE INFLOW,CFS: .1000E+03
FLOW DIRECTIONS:
BYPASS TO UNIT # 2
TREATED OUTFLOW TO UNIT # 2
RESIDUALS TO UNIT # 2
NOTE: UNIT 100 IS THE NEXT BLOCK AND UNIT 200 IS ULTIMATE DISPOSAL
POLLUTANT REMOVAL MECHANISM:
POLLUTANT
REMOVAL MECHANISM
MAX. REMOVAL FRAC.
VARIABLE TYPES
COEFFICIENT VALUES
POLLUTANT
REMOVAL MECHANISM
MAX. REMOVAL FRAC.
VARIABLE TYPES
COEFFICIENT VALUES
SUS. SOL
REMOVAL EQUATION
1.0000
0 0 1 0 0 0 0 0 0 0 0
.0000E+00 .0000E+00 -.3026E-03 .0000E+00 .0000E+00 .0000E+00 .0000E+00 .0000E+00
.0000E+00 .0000E+00 .0000E+00 .6500E+00 -.6500E+00 .0000E+00 .0000E+00 .1000E+01
TOT COLI
REMOVAL EQUATION
1.0000
0 0 1 0 0 0 0 0 0 0 0
.0000E+00 .0000E+00 -.2000E-02 .0000E+00 .0000E+00 .0000E+00 .0000E+00 .0000E+00
.0000E+00 .0000E+00 .0000E+00 .6000E+00 -.6000E+00 .0000E+00 .0000E+00 .1000E+01
POLLUTANT : METALS
REMOVAL MECHANISM REMOVAL EQUATION
MAX. REMOVAL FRAC. 1.0000
VARIABLE TYPES 0 0 1 0 0 0 0 0 0 0 0
COEFFICIENT VALUES .0000E+00 .0000E+00 -.3028E-03 .0000E+00 .0000E+00 .0000E+00 .0000E+00 .0000E+00
.0000E+00 .0000E+00 .0000E+00 .4500E+00 -.4500E+00 .0000E+00 .0000E+00 .1000E+01
DETENTION UNIT CHARACTERISTICS:
POLLUTANT ROUTING METHOD : PLUG FLOW
RESIDUALS DRAW-OFF SCHEME: NEVER DRAWN OFF
DEPTH-AREA-STORAGE-FLOW RELATIONSHIPS :
DEPTH,FT SURFACE AREA,SQ FT STORAGE,CU FT TREATED OUTFLOW,CFS RESIDUAL FLOW,CFS
,0000E+00 .5800E+03 .0000E+00 .0000E+00 ,0000E+00
.2000E+00 .9290E+03 .1509E+03 .0000E+00 .0000E+00
.4000E+00 .1278E+04 .3116E+03 ,0000E+00 .0000E+00
.6000E+00 .1627E+04 .6621E+03 .0000E+00 .0000E+00
.8000E+00 .1976E+04 .1022E+04 ,0000E+00 ,0000E+00
.1000E+01 .2325E+04 .1453E+04 .0000E+00 .0000E+00
.1200E+01 .2738E+04 .1965E+04 .7000E+00 .0000E+00
tennr?Al ^.^7irlAA ?97-)rind ^t'7nr?nl Annnr?nn
.2000E+01 .46'30E+04 .4360E+04
SLUDGE GENERATION:
POLLUTANT DETERMINING SLUDGE GENERATION SUS.SOL
CONCENTRATION IN SLUDGE, MGL .3000E+06
MAXIMUM SLUDGE DEPTN,FT .2000E+00
INITIAL CONDIH ONS:
+'GLUME,Cu FT 600E*02
POLLUTANT CONCENTRATIONS
SuS.SGL, MG/L C<000E+G
TOT COLI, iMPN/L 0000E+00
METALS , MG/L 0000t+00
.3400E+01 .0000E+00
ffff44#ff44f##f##f#f#ffff
UNIT # 2 CHARACTERl,_l iCS
ff4ff41ffff44###44##f44ff4
GENERAL UNIT DESCRIPTION:
'H11E . i,RAJ3CtI JNMLC 32
TYPE OF UNIT DETENTION
MAX. ALLOWABLE INFLOW,CF3: .1000E+03
FLOW DIRECTIONS:
BYPASS TO UNIT # 3
TREATED OUTFLOW TO UNIT # 3
RESIDUALS TO UNIT # 3
NOTE: UNIT 100 IS THE NEXT BLOCK AND UNIT 200 IS ULTIMATE DISPOSAL
POLLUTANT REMOVAL MECHANISM:
POLLUTANT : SUS.SOL
REMOVAL MECHANISM REMOVAL EQUATION
MAX. REMOVAL FRAC. 1.0000

VARIABLE TYPES ?i 0 1 0 0 0 0 0 0 0 0
COEFFICIENT VALUES : .0000E+00 .0000E+00 -.3028E-03 .0000E+00 ,0000E+00 .0000E+00 .0000E+00 .0000E+00
.0000E+00 .0000E+00 .0000E+00 .6500E+00 -.6500E+00 .0000E+00 .0000E+00 .1000E+01
POLLUTANT : TOT COLI
REMOVAL MECHANISM REMOVAL EQUATION
MAX. REMOVAL FRAC. 1.0000
VARIABLE TYPES 0 0 1 0 0 0 0 0 0 0 0
COEFFICIENT VALUES : .0000E+00 .0000E+00 -.2000E-02 .0000E+00 .0000E+00 .0000E+00 ,0000E+00 .0000E+00
.0000E+00 .0000E+00 .0000E+00 .8000E+00 -.8000E+00 .0000E+00 .0000E+00 .1000E+01
POLLUTANT METALS
REMOVAL MECHANISM REMOVAL EQUATION
MAX. REMOVAL FRAC. 1.0000
VARIABLE TYPES 0 0 1 0 0 0 0 0 0 0 0
COEFFICIENT VALUES : .0000E+00 .0000E+00 -.3028E-03 .0000E+00 .0000E+00 .0000E+00 .0000E+00 .0000E+00
.0000E+00 .0000E+00 .0000E+00 .4500E+00 -.4500E+00 .0000E+00 .0000E+00 .1000E+01
DETENTION UNIT CHARACTERISTICS:
POLLUTANT ROUTING METHOD : PLUG FLOW
RESIDUALS DRAW-OFF SCHEME: NEVER DRAWN OFF
DEPTH-AREA-STORAGE-FLOW RELATIONSHIPS :
DEPTH,FT SURFACE AREA,SQ FT STORAGE,CU FT TREATED OUTFLOW,CFS RESIDUAL FLOW,CFS
.0000E+00 .1440E+04 .0000E+00 .0000E+00 ,0000E+00
.2000E+00 .3074E+04 .4514E+03 .0000E+00 .0000E+00
.4000E+00 .4708E+04 .1230E+04 .0000E+00 .0000E+00
.6000E+00 .6342E+04 .2335E+04 .0000E+00 .0000E+00
.8000E+00 .1916E+04 .3766E+04 .0000E+00 .0000E+00
.1000E+01 .9610E+04 .5525E+04 .0000E+00 .0000E+00
.1200E+01 .1021E+05 .7507E+04 .1050E+01 .0000E+00
.1400E+01 .1082E+05 .9610E+04 .3180E+01 .0000E+00
.1b00E+01 .1141E+05 .1183E+05 .1930E+01 .0000E+00
.1800E+01 .1102E+05 .1418E+05 .4520E+01 .0000E+00
.1000E+01 .1263E+05 .1664E+05 .6300E+01 .0000E+00
SLU'D'GE GENERATION:
POLLUTANT DETERMINING SLUDGE GENERATION : SUS.SOL
CONCENTRATION IN SLUDGE, MG/L .8000E+06
MAXIMUM SLUDGE DEPTH,FT .2000E+00
VULUME FT
POLLUTANT CONCENTRATIONS
SUS.SOL, MG/L
TOT COLT, MPN/L
METALS , MG/L
ffffffffffff+ffff#ff+ffff
UNIT # 3 CHARACTERISTi?a
fffffffff+fff++f #fff+f+++
GENERAL UNIT DESCRIPTiU-N:
.100E+03
.0000E+00
.0000E+00
.OOOOE+00
(JANE . 'wcTLAir'u aTJ Auc ii
TYPE OF UNIT DETENTiON
MAX. ALLOWASLc iNFLOW,CF3: .1000E+u3
FLOW DIRECTIONS:
BYPASS TO UNIT # 4
TREATED OUTFLOW TO UNIT # 4
RESIDUALS TO jAIT # 4
NOTE: UNIT iv-1) 1S THE NEXT BLOCK AND UNIT CU 15 ULTIMATE DISPOSAL
POLLUTANT REMOVAL MECHANISM:
POLLUTANT
REMOVAL MECHANISM
MAX. REMOVAL FRAC.
VARIABLE TYPES
COEFFICIENT VALUES
'
SUS. SOL
REMOVAL EQUATION
1.0000
0 0 1 0 0 0 0 0 0 0 0
.0000E+00 .0000E+00 -.3028E-03 .0000E+00 .O000E+OO .0000E+00 .0004E+00 .O000E+00
.O000E+00 .OOOOE+00 .0000E+00 .6500E+00 -.6500E+00 .0000E+00 .0000E+00 .1000E+01
POLLUTANT TOT COLI
REMOVAL MECHANISM ; REMOVAL EQUATION
MAX. REMOVAL FRAC. 1.0000
VARIABLE TYPES 0 0 1 0 0 0 0 0 0 0 0
COEFFICIENT VALUES .O000E+00 .000OE+00 -.2000E-02 .0000E+00 .000GE+00 .0000E+00 .0000E+00 .0000E+00
.O000E+00 .O000E+00 .O000E+00 .8000E+00 -.8000E+00 .0000E+00 .OOOOE+00 .1400E+01
POLLUTANT : METALS
REMOVAL MECHANISM REMOVAL EQUATION
MAX. REMOVAL FRAC. 1.0000
VARIABLE TYPES u u 1 4 0 0 0 0 0 0 0
COEFFICIENT VALUES .0000E+00 .0000E+00 -.3028E-03 .0000E+00 .000OE+00 .0000E+00 .0000E+00 .0000E+00
.OO00E+00 .OOOOE+04 .OOOOE+00 .4500E+00 -.4500E+00 .0000E+00 .0000E+00 .1000E+01
DETENTION UNIT CHARACTERISTICS:
POLLUTANT ROUTING METHOD : PLUG FLOW
RESIDUALS DRAW-OFF SCHEME: NEVER. DRAWN OFF
DEPTH-AREA-STORAGE-FLOW RELATIONSHIPS :
DEPTH,FT SURFACE AP.EA,SQ FT STORA6E,CU FT TREATED OUTFLOW,CFS
.0000E+00 .7620E+03 .OOOOE+00 .OOOOE+00
.2000E+00 .1626E+04 .2388E+03 .0000E+00
.4000E+00 .2489E+04 .6503E+03 .0000E+00
.6000E+00 .3353E+04 .1235E+04 .0000E+00
.8000E+00 .4216E+04 .1991E+04 .0000E+00
.1000E+01 .5080E+04 .2921E+04 .0000E+00
.1200E+01 .1561E+04 .4186E+04 .2100E+01
.1400E+01 .1005E+05 .5948E+04 .6360E+01
.1600E+01 .1254E+05 .3207E+04 .1170E+02
.1800E+01 .1503E+05 .1096E+05 .1806E+02
.2000E+01 .1152E+05 .14^c2E+05 .2520E+02
SLUDGE GENERATION:
POLLUTANT DETE RMINING SLUDGE GENERATION : SUS.SOL
CONCENTRATION IN SLUDGE, MG/L .8000E+06
MAXIMUM SLUDGE DEPTH,FT .2000E+00
RESIDUAL FLOW,CFS
.0000E+00
.0000E+00
.0000E+00
.0000E+00
.0000E+00
.0000E+00
.0000E+00
.0000E+00
.0000E+00
.0000E+00
.O000E+00
VULUME L'u F!
POLLUT4T CONCENTRATIONS
SU'a.SOL1 MGIL
TOT COLI, MPN/L
METALS , MG L
UNIT 4 CHARACTERIST;?.$
. I I4ut+()J
.0000E+00
.0000E+00
.0000E+00
GENERAL UNIT DESCRIPTIGN:
NAME WETLAND TORAGE
TYPE OF UNIT DETENTION
MAX. ALLOWABLE TNFLOW,CFS: .1000E+01)
FLOW DIRECTIONS:
BYPASS TO UNIT # 5
TREATED OUTFLCW TO UNIT # 5
RESIDUALS TO UNIT 1 5
NOTE: UNIT 100 IS THE NEXT BLOCK AND UNIT 200 i5 ULTIMATE DISPOSAL
POLLUTANT REMOVAL MECHANISM:
POLLUTANT
REMOVAL MECHANISM
MAX. REMOVAL FRAC.
VARIABLE TYPES
COEFFICIENT ''ALUES
SUS. SOL
REMOVAL EQUATION
1.0000
0 0 1 0 0 0 0 0 0 0 0
.0000E+00 ,0000E+00 -.3028E-03 .0000E+00 .0000E+00 ,0000E+00 .0000E+00 .Coo0E+00
.0000E+00 .0000E+00 .0000E+00 .6500E+00 -.6500E+00 .0000E+00 .0000E+00 .1000E+01
POLLUTANT : TOT COLI
REMOVAL MECHANISM REMOVAL EQUATION
MAX. REMOVAL FRAC. 1.0000
VARIABLE TYPES 0 0 1 0 0 0 0 0 0 0 0
COEFFICIENT VALUES : .0000E+00 .0000E+00 -.2000E-02 .0000E+00 .0000E+00 .0000E+00 .0000E+00 .0000E+00
.0000E+00 .0000E+00 .0000E+00 .8000E+00 -.8000E+00 .0000E+00 .0000E+00 .1000E+01
POLLUTANT METALS
REMOVAL MECHANISM REMOVAL EQUATION
MAX. REMOVAL FRAC. 1.0000
VARIABLE TYPES 0 0 1 0 0 0 0 0 0 0 0
COEFFICIENT VALUES : .0000E+00 .0000E+00 -.3028E-03 .0000E+00 .0000E+00 .0000E+00 .0000E+00 .0000E+00
.0000E+00 .0000E+00 .0000E+00 .4500E+00 -.4500E+00 .0000E+00 .0000E+00 .1000E+01
DETENTION UNIT CHARACTERISTICS:
POLLUTANT ROUTING METHOD : PLUG FLOW
RESIDUALS DRAW-OFF SCHEME: NEVER DRAWN OFF
DEPTH-AREA-STORAGE- FLOW RELATIONSHIPS :
DEFTH,FT SU RFACE AREA,SQ FT STORAGE,CU FT TREA TED OUTFLOW,CFS
.0000E+00 .3800E+03 .0000E+00 .0000E+00
2000E+00 .5210E+03 .3010E+02 .0000E+00
.4000E+00 .6620E+03 .2084E+03 .0000E+00
.6000E+00 .8030E+03 .3549E+03 .0000E+00
.3000c ,-+00 .3440E+03 .5296E+03 .0000E+00
.1000E+01 .1085E+04 .7325E+03 .0000E+00
.1200E+01 .3635E+04 .1205E+04 .2100E+01
.1400E+01 .6185E+04 .2186E+04 .6360E+01
.1600E+01 .8735E+04 .3679E+04 .1170E+02
.1800E+01 .1129E+05 .5680E+04 .1806E+02
2000E+0i .1384E+05 .3133E+04 .2520E+02
SLUDGE GENERATION:
POLLUTANT DETE RMINING SLUDGE GENERATION : SUS.SOL
CONCENTRATION IN SLUDGE, MG/L .8000E+06
MAXIMUM LODGE DEPTH,FT .2000E+00
RESIDUAL FLOW,CFS
.0000E+00
.0000E+00
.0000E+00
.0000E+00
.0000E+00
.0000E+00
.0000E+00
.0000E+00
.0000E+00
.0000E+00
.0000E+00
VULUrlt LU f 1 .1JJUt+W
POLLUT?NT CONCENTRATIONS
SLS.SOL, MG/L 0004E+00
TOT COIi, iiFN/L 0000c+00
i _k'3 , MG/L .0000E+00
UNIT # 5 CHARAOTERIaT ?;
ff??f?ffiF++iE4++x+#tt+i+++
GENERAL UNIT DESCRIPTION:
NAME WETLAND STORAGC 43
TYPE OF UNIT DETENTION
MAX. ALLOWABLE iNFLOW,CFS: .1000E+03
FLOW DIRECTIONS:
BYPASS TO UNIT 1 200
TREATED OUTFLOW TO UNIT # 200
RESIDUALS TO UNIT # 200
NOTE: UNIT 100 IS THE NEXT {LOCK AND UNIT '00 IS ULTIMATE DISPOSAL
POLLUTANT REMOVAL MECHANi'3M:
POLLUTANT : SUS.SOL '
REMOVAL MECHANISM REMOVAL EQUATION
MAX. REMOVAL FRAC. 1.0000
VARIABLE TYPES 0 0 1 0 0 0 0 0 0 0 0
COEFFICIENT VALUES .0000E+00 .0000E+00 -.3020E-03 .0000E+00 .0000E+00 .0000E+00 .0000E+00 ,0000E+00
.0000E+00 .0000E+00 .0000E+00 .6500E+00 -.6500E+00 .0000E+00 ,0000E+00 .1000E+01
POLLUTANT TOT COLI
REMOVAL MECHANISM REMOVAL EQUATION
MAX. REMOVAL FRAC. 1.0000
VARIABLE TYPES 0 0 1 0 0 0 0 0 0 0 0
COEFFICIENT VALUES : .0000E+00 .0000E+00 -.2000E-02 .0000E+00 .0000E+00 .0000E+00 .0000E+00 .0000E+00
.0000E+00 .0000E+00 .0000E+00 .8000E+00 -.8000E+00 .0000E+00 .0000E+00 .1000E+01
POLLUTANT METALS
REMOVAL MECHANISM REMOVAL EQUATION
MAX. REMOVAL FRAC. 1.0000
VARIABLE TYPES 0 0 1 0 0 0 0 0 0 0 0
COEFFICIENT VALUES : 0000E+00 .0000E+00 -.3028E-03 .0000E+00 .0000E+00 .0000E+00 .0000E+00 .0000E+00
.0000E+00 .0000E+00 ,0000E+00 .4500E+00 -.4500E+00 .0000E+00 .0000E+00 .1000E+01
DETENTION UNIT CHARACTERISTICS:
POLLUTANT ROUTING METHOD : PLUG FLOW
RESIDUALS DRAW-OFF SCHEME: NEVER DRAWN OFF
DEPTH-AREA-STORAGE-FLOW RELATIONSHIPS :
DEPTH,FT SURFACE AREA,SQ FT STORAGE,CU FT TREATED OUTFLOW,CFS
.0000E+00 .7975E+04 .0000E+00 .0000E+00
.2000E+00 .1094E+05 .1891E+04 .0000E+00
.4000E+00 .1390E+05 .4375E+04 .0000E+00
.6000E+00 .1686E+05 .7451E+04 .0000E+00
.8000E+00 .1982E+05 .1112E+05 .0000E+00
.1000E+0i .I.279E+05 .1538E+05 .0000E+Ov
.1200E+01 .3163E+05 .2083E+05 .2100E+01
.1400E+01 .4058E+05 .2805E+05 .6360E+01
.1600E+01 .4948E+05 3706E+05 .1170E+02
.1800E+01 .5831E+05 .4784E+05 .1806E+02
.2000E+01 .672,7E+05 .0041E+05 .2520E+02
SLUDGE GENERATION:
RESIDUAL FLOW,CFS
.0000E+00
.0000E+00
.0000E+00
.0000E+00
.0000E+00
.0000E+00
.0000E+00
.0000E+00
.0000E+00
.0000E+00
.0000E+00
POLLUTANT DETERMINING SLUDGE GENERATION : SUS.SOL
CONCENTRATION IN SLUD'G'E, MG/L .8000E+06
MAXIMUM LUDGE DEPTH,FT .2000E+00
VOLUME CU FT .2731E+04
POLLUTANT CONCENTRATIONS
SUS.SOLI MG/L .0000E+00
TOT COLT, MPN/L .0000E+00
METALS . MG/L .0000E+00
DETAILED PERFORMANCE FOR 3403304 TO 340304
DATE TI E jNIT inIH?hilL rF. (LUW STORAGE DEr'TH SUS.SDL TOT COLT METALS

-------------
------- ---- ---------------- i,FJ
---------- FT FT
---------- ---------- 5ruiL
---------- MP141L
----------
----------
MAR 4, 1 384 (J JS. V!) l l i1f LUW, -1U-- I HL 4C-VL - 10.?JC+!L h0oC+15 .1::uC+(j
+FLOW,PiET 16351+03 .7663E+06 i2oE+U3
F'riSS ,+)c*OO - - „ v c+0; .0000E+00 )0 i)) E+00
TREATED OUTFLOW :f`,OE+OU - - .0000E+00 .0000E+00 .0000E+00
RESIDUAL FLOW 00,00E+00 - - 0000E+00 00110E+00 .0000E+00
REMAINING - .3' 0 58E+02 - - - -
DEPTH - - .1200E+;0 - - -
E6AFORATION .1142E-U3 - - - - -
MAR 4, 1984 150.00 1 INFLOW, TOTAL 4081E-01 - - 1507E+03 .6699E+06 .1159E+03
INFLOW,NET .4087E-01 - - .1507E+03 .6699E+06 .1159E+03
BYPASS .0000E+0u - - OOOOE+00 .OOOOE+00 OOOOE+00
TREATED OUTFLOW 0010E+00 - - .0000E+00 OOOOE+00 UUUOE+00
RE31DUAL FLOW : i) ?fE+00 - - OOOOE+00 .0000E+00 . oo;)OE+C)o
REMAINING - .1611E+03 - - - -
DEPTH - - 2092E+00 - - -
EVAPORATION 1368E-03 - - - - -
MAR 4, 1984 245.00 1 INFLOW, TOTAL .2306E+00 - - .8185E+02 .2808E+06 .57ISE+02
INFLOW,NET 2306E+00 - - 8785E+02 .2808E+06 .5718E+02
BYPASS .OOOOE+00 - - .0000E+00 .OO00E+00 OOOOE+00
TREATED OUTFLOW OOOOE+00 - - 0000E+00 .0000E+00 .0000E+00
RESIDUAL FLOW 0000E+00 - - OOOOE+00 .0000E+00 .0000E+00
REMAINING - .6147E+03 - - - -
DEPTH - - .5614E+00 - - -
EVAPORATION .2272E-03 - - - - -
MAR 4, 1984 340.00 1 INFLOW, TOTAL .2865E+00 - - .3117E+02 .6220E+05 .2115E+02
INFLOW,NET 2867E+00 - - .4111E+02 .6220E+05 .2115E+02
61"rASS .0000E+00 - - .0000E+00 .0000E+00 .OOOOE+00
TREATED OUTFLOW .3508E-01 - - 0000E+00 .0000E+00 .0000E+00
RESIDUAL FLOW 0000E+00 - - OOOOEE+00 OOOOE+00 .0000E+00
REMAINING - .1504E+04 - - - -
DEPTH - - .11020E+01 - - -
EVAPORATION 3432E-03 - - - - -
2 INFLOW, TOTAL .3508E-0,1 - - OOOOE+00 OOOOE+00. 0000E+00
iNFLOW,NET 3508E-01 - - .0000E+00 .0,000E+00 .0000E+0,0
BYPASS .0000E+00 - - .0000E+00 .0000E+00 .OOOOE+00
TREATED OUTFLOW .000OE+00 - - .0000E+00 .0000E+00 .0000E+00
RESIDUAL FLOW 0000E+00 - - 0000E+00 .0000E+00 .O000E+00
REMAINING - .234'9E+03 - - - -
DEPTH - - .1041E+00 - - -
EVAPORATION .3315E-03 - - - - -
MAR 4, 1984 435.00 1 INFLOW, TOTAL
oc81E+00
'^ - - .2571E+02 .1806E+05 .1243E+02
INFLOW,NET .3281E+00 - - .2571E+02 .1806E+05 .1243E+02
BYPASS 0000E+00 - - 0000E+00 .0000E+00 .OOOOE+00
TREATED OUTFLOW .3072E+00 - - 3325E+02 .3941E+05 .2755E+02
RESIDUAL FLOW OOOOE+00 - - 0000E+00 .0000E+00 .OOOOE+00
REMAINING - .1684E+04 - - - -
DEPTH - - .1090E+01 - - -
EVAPORATION .3613E-03 - - - - -
2 INFLOW TOTAL 3072E+00 - - 3325E+02 .3941E+05 .2155E+02
1 NFL0W,NET 3612E+U0, - - .3325E+02 .3941E+05 .2755E+02
6''iPASS i)0uuE+00 - - OOOOE+00 OOOOE+00 .0000E+00
TREATED OUTFLOW 00 00E+00 - - 0000E+00 .O000E+00 .OOOOE+00
RESIDUAL FLOW ODUUE+00 - - OOOOE+00 .000OE+00 OOOOE+00
REMAINING - .1046E+04 - - - -
DEPTH - - 3529E+i0 - - -
EVAPORATION o?55E-03 - - - - -
MAR 4, 1984 530.00 1 INFLud,IOTAI 35:,E+00 - - 1123E+02 .7452E+04 .3'336E+01
RC0lUIIhL PLUM VCTUV - - UUOUt+IjO VUUUt+GU 001111E+00
REhhINiNG - .1709E+04 - - - -
DE'P; t - .1100E+01 - - -
E';AP'ORATION v uC - - - - -
DATE TIME JNIT PARAMETER LCW STORAGE DEPTh SUS.SOL TOT CDLI METALS

------------- ------- ----
---------------- ;-
---------- CU FT
---------- FT Miirl
---------- ---------- MPN/L
---------- Mh L
----------
2 INFL'uTOTAL ?,;» +GO - - 1 78E+02 .6899E+04 .1622E+0
iiJfLlw,nET 3454i+00 - - .1578E+02 .6893E+44 .10 GE+02
d'rHao Ji•iJE*UO - - 0000'r +60 .0000E+00 OG00E+U0
TREATED OUTFLOW vi l; VE+CO - - t+000E+00 .0000E+00 000"VE+00
RESIDUAL FLOW 1000E+OO - - 11000E+00 OOOOE+00 .0000E+00
REMAINING - .2165E+04 - - - -
UCf I? - - Jb j.iC - - -
EVAPORATION 801.E-03 - - - - -
MAR 4, 1984 625.00 1 INFLOW, TOTAL .41 3E+00 - - 1169E+02 .3701E+04 .6876E+6i
INFLOW,NET »1u:E+00 - - .1163E+02 .3761E+04 .6616E+01
BYPASS 0v0GE+00 - - .0000E+00 0000E+00 .00')0E+00
TREATED OUTFLOW 4012E+00 - - .1043E+02 .2111E+04 .6781E+01
RESIDUAL FLOW Ji0!iE+00 - - 0000E+00 .0000E+00 .0000E+00
REMAINING - .1743E+04 - - - -
DEPTH - - .1116E+01 - - -
EVAPORATION 13760E-03 - - - - -
2 INFLOW, TOTAL .4012E+00 - - 1043E+02 .2111E+04 .6781E+Oi
INFLOW,NET .4012E+00 - - .1043E+02 .2111E+04 .6781E+01
BYPASS .0000E+00 - - 0000E+c)0 .0000E+00 .11000E+00
TREATED OUTFLOW .0000E+00 - - .0000E+00 .0000E+00 .0000E+00
RESIDUAL FLOW 0000E+00 - - .0000E+00 .0040E+00 ,0000E+00
REMAINING - .3403E+04 - - - -
DEPTH - - 1492E+00 - - -
EVAPORATION .1094E-02 - - - - -
MAR 4, 1984 720.00 1 INFLOW, TOTAL 4397E+00 - - ,7531E+01 .2189E+04 .5012E+01
INFLOW,NET .4'9-E+00
-
- .1531E+01
.2189E+04
.5012E+01
BYPASS OOOGE+00 - - 0000E+00 .0000E+00 .0000E+00
TREATED OUTFLOW .4247E+00 - - .6989E+01 .9034E+03 .5033E+01
RESIDUAL FLOW .0000E+00 - - 0000E+00 .0000E+00 .0000E+00
REMAINING - .1768E+04 - - - -
DEPTH - - .1123E+01 - - -
EVAPORATION .3785E-03 - - - - -
2 iNFLOW
TOTAL 4247E+00 - - -989E+01 . .9034E+03 .5033E+01
,
iNrLOW,NET .4L'tiC+VU - - .6383E+01 .9034E+03' .5033E+41
6YPAS6 ilG0E+00 - - 0000E+00 0000E+00 .0000E+00
TREATED OUTFLOW .u000c+00 - - 0000E+00 .0000E+00 .0000E+00
RESIDUAL FLOW .0000E+00 - - 0000E+00 .0000E+00 .0000E+00
REMAINING - .»761E+04 - - - -
DEPTH - - .9137E+00 - - -
EVAPORATION .1266E-02 - - - - -
MAR 4, 1984 815.00 1 INFLOW, TOTAL :,:i»0c+00 - - .4742E+01 .1326E+04 .3711E+01
INrLOW,NET .JJYVE*UO - - .4742E+01 .1326E+04 .3111E+01
BYPASS 00 :0E+00 - - .0000E+00 .0000E+00 .OOOOE+00
TREATED OUTFLOW .5168E+00 - - .4467E+01 .4745E+03 .3661E+01
RESIDUAL FLOW .04GGE+00 - - OOOOE+00 .0000E+00 .0000E+00
REMAINING - .1836E+04 - - - -
DEPTH - - .1150E+01 - - -
EVAPORATION 38'6c-03 - - - - -
2 INFLOW,TOTAL 5163E+00 - - 4467E+01 .4745E+03 ,3667E+01
iNFLOW,NET .516ZE+00 - - .4467E+01 .4745E+03 .3667E+01
BYPASS 0000E+00 - - 0000E+00 .0000E+00 .00011E+00
TREATED OUTFLOW .2421E+00 - - 1345E+01 .1761E+04 .2416E+01
RESIDUAL FLOW .0000E+00 - - 0000E+00 .O000E+00 .0000E+00
REMAINING - .6071E+04 - - - -
DEPTH - - .1055E+01 - - -
EVAPORATION .1414E-02 - - - - -
INFLOW,TOTAL .242IE+00 - - .1345E+01 .1761E+04 .2416E+01
,0:71 nu k,rT A I: %A - _ +04CC?Al »rir?nh )A-rr,A4
RE3IDUAL?FLG?IVn .6 66Vit:60 - - .6606E+u0 .6000E+06 .Cv00E+00
REMAINING - .37655E+655 '
DEPTH - - .2669E+00 - - -
EVAPORATION .177IIE-IJ3
DATE TIME UNIT PARAMETER
------------- ------- ---- ----------------
FLw+ STGRAGE DEPTH SUS.SGL TOT i:GLi '1ETALS
GFS CU FT FT MG/L MPN/L MG/L
------- ---------- ---------- ---------- ---------- ----------

DATE T!ME UNIT ti ti METER oTUlihuc DEPTH S 6 3.3uL TOT GCLi ME ALS

------------- ------- ----
---------------- 3
---------- G? FT FT
---------- ---------- MGiL
---------- MPN/L
---------- ML
----------
i1AR 4, 1934 910.'1)0 i IaFLuiCTI 27'31-+0 1
8021E+03
.241:)-+01
INFLOW,NET .60b6E+00 - - 2791E+01 .8001E+03 .247!)-+01
BYPASS 0000-+00 - - OOOOE+00 i OOOE+00 .0000E+00
TREATED OUTFLOW J0,=+UU - - 2805E+01 .2636E+03 .2607E+01
R-3IDUAL FLOW V000E+00 - - .0000E+00 OOOOE+Oo 000E+00
EiAiNING - .1881E+04 - - - -
DEPTH - - .1170E+01 - - -
EV'ArORATION .3945JE-0J - - - - -
2 INFLOW, TOTAL .58w6E+OO - - .305E+01 .2696E+03 ,2667E+01
,NET
INFLOW JCJ6E+00 - - 2805E+01 .2696E
+03
.266''1-+O1
CVF'ASS 0000E+00 - - OOOOE+00 OOOOE+00 OOOOE+00
TREATED OUTFLOW 5011E+00 - - .7736E+01 .3249E+04 .8649E+01
RESIDUAL FLOW .0000E+00 - - .0000E+00 OOOOE+00 0000E+00
REMAINING - .6437E+04 - - - -
DEr-'Tri - - .1098E+O) - - -
E{ APCRATION ;»3 E-i)2 - - - - -
3 iiFLi1W,TOTAL Coil-+00 - - .'17'36-+OI .3249E+04 .3b49E+01
INFLOW, NET 501,-+00 - - .77r16E+01 .3249E+i)4 .8649E+01
BYPASS OOGv-+00 - - 0000E+00 .0000E+00 .OOOOE+00
TREATED OUTFLOW .uivJE+Ou - - OOOOE+00 .0000E+00 0000E+00
RESIDUAL FLOW 0000-+00 - - .00000+00 .11000E+00 .0000E+00
REMAINING - .1771E+04 - - - -
DEPTH - - .1418E+00 - - -
EVAPORATION .5737E-03 - - - - -
MAR 4, 1984 10 5.00 1 INFLOW,tOTAL 7070-+00 - - .1620E+01 .4525E+03 IJ19E+01
INFLOW,NET 1676E+00 - - .1620E+01 .4525E+03 .1519E+01
BYPASS .0u,vE+00 - - OOOOE+00 .0000E+00 .0000E+00
TREATED OUTFLOW .13v6E+00 - - .1625E+01 .1521E+03 .1128E+01
RESIDUAL FLOW 0000E+00 - - 0000E+00 OOOOE+00 .0000E+00
REMAINING - .1990E+04 - - - -
DEPTH - - .1208E+01 - - -
EVAPORATION .4076E-03 - - - - -
2 INFLOW TOTAL 1306-+00 - - .1625E+01 , .1527E+03, .1723E+01
INFLOW,NET .i30oE+00 - - .1625E+01 .1527E+03 .1728E+01
BYPASS .0000E+00 - - 0000E+00 .0000E+00 .0000E+00
TREATED OUTFLOW .6347E+00 - - .3661E+01 .3885E+03 .3687E+01
RESIDUAL FLOW .0000E+00 - - 0000E+00 .0000E+00 ,O000E+00
REMAINING - .6753E+04 - - - -
DEPTH - - .1124E+01 - - -
EVAPORATION .1444E-02 - - - - -
3 INFLOW, TOTAL 6347E+00 - - 3661E+01 .3885E+03 ,3687E+01
INFLOW,NET .6347E+00 - - .3661E+01 .3885E+03 .3687E+01
BYPASS 011ivE+00 - - 0000E+00 .00000'+00 .0000E+00
TREATED OUTFLOW ,40 7-+00 - - .1657E+01 .8590E+03 .3844E+01
RESIDUAL FLOW i)vvE+00 - - .0000E+00 .0000E+00 .0000E+00
REMAINING - .3256E+04 - - - -
DEPTH - - .1053E+01 - - -
-"v Hr "ORATION ov: --iii - - - - -
4 1NrLuW,TOTAL 40 7c+00 - - .16J7E+01 .8590E+03 .3844E+01
iNFLOW, NET YO ,GtUU - - 1651E+01 .6590-+03 .3644E+01
BYPAJ3 G; : C.TQ ) - - 0000,E+00 0000E+00 .vNif"00+00
TREATED OUTFLOW v?)i<JC+00 - - 0000E+00 .0000E+00 .000OE+00
RESIDUAL FLOW -+00 - - .0000E+00 .0000E+00 .0000E+00
REMAINING - .5582E+03 - - - -
DEPTH - - 8282c+vv - - -
EVAPORATION :=?-03 - - - - -
MAR 4, 1984 11 .00 1 INFLCW,TOTAL
,MCI Fli IirT 1133-+01
1..7_.N - -
_ _ 34300+00
r,A Ar.AA 186-+03
4nr r, nn ,7611E+00
7r. ir, nn
RcS i DUAL FLOW :w.jc+00 - - .0000E+00 .0000E+00 , Oi;+00
REMAINING - .2146E+04 - - - -
DEPTH - - .1260E+01 - - -
EVAPORATION .4252E-03 - - - - -
DATE TIME UNIT PARAMETER -?vM STOR'AGE DEPTH SUZ.SOL TOT GOLI r,--LS

- - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - i
---------- l u r T r i
- - - - - - - - - - - - - - - - - - - - 1ii/ L
---------- MPNi L
- - - - - - - - - - hJ L
----------
r: r ,r•
L li(Lti il, -
.3254,+0111 -x-17
.ibiiE+02 r
,9744[+ll
iNFLOW,NET 1v7 [+vi - - 3254E+011! 7617E+G2 =-=2c+OG
eYPii?i 00iljc+ijQ - - i0tj?+ijij fj 11'+11!1111 V, +ii1C+UU
TREATED OUTFLOW o ,ic+00 - - .1863,+01 .1099E+03 .2 44E+01
RCOiOUAL FLOW ' 't --- r0' 1)
REMAINING - .7237E+04 - - - -
UL- liH - - .1173ZT01 - - -
t4APu'RA 10N 1400E-0i - - - - -
3 INFLOW, TOTAL 871111E+00 - - 1863E+Oi .109'9E+03 .2244E+01
iir'FLUW}NET .871111,+00 - - .1863E+01 .1099E+03 2244E+01
BYPASS v00ijE+1)fl - - 0000E+00 .0000E+00 .011; )OE+00
TREATED OUTFLOW .313 7'+00 - - .2487E+01 .1922E+03 .3225E+01
RESIDUAL FLOW 0000E+00 - - 0000E+00 .0000E+00 .0',uV0E+00
REMAINING - .3429E+04 - - - -
DEPTH - - .1030E+01 - - -
EVAPORATION .8i'97E-03 - - - - -
4 INFLOW, TOTAL .8137E+00 - - .2487E+01 .1922E+03 .3225E+01
INFLOW,NET .0137E+OG - - .2481E+01 .1922E+03 .3225E+01
BYPASS .0000E+00 - - 0000E+00 .0000E+00 .0000E+00
TREATED OUTFLOW 1;43,+GO - - .3052E+01 .1958E+03 .4964E+01
RESIDUAL FLOW 0000E+00 - - 10000E+00 .0000E+0111 .0000E+00
REMAINING - .9171E+03 - - - -
DEPTH - - .1078E+01 - - -
EVAPORATION .30 i4E-03 - - - -
5 INFLOW, TOTAL i34JE+00 - - 3051'+01 ] [8
.1'75'+03 .4';-1 +01
iNFLOW,NET .7943E+00 - -
•?ijJt"
.3051E+01 .11958E+03 .4,64E+01
3YPASS v0 0Jc+00 - - 10000E+00 .0000E+00 .0000E+00
TREATED OUTFLOW C, E+00 - - 0000E+00 .0000E+00 .0000E+00
R'E31'UAL FLOW Sv1*611C+0ij - - OOOOE+00 .0000E+00 .0000E+00
MLhAINING - .4697E+04 - - - -
DEF T H - - 4210E+00 - - -
EVAPORATION .2056E-02 - - - - -
MAR 4, 1984 1155.00 1 i11FLOW,TOTAL c/ c+O1 - - .OOIIC+GO .6454E+02 .2117E+00
INFLOW,NET 21st+01 - - 6317E+00 .6454E+02 .2117E+00
BYPASS .01000E+00 - - .0000E+00 .0000E+00 .0000E+00
TREATED OUTFLOW .16'ioE+01 - - .5608E+00 .3037E+02 .3493E+00
RESIDUAL FLOW OOv'vc+00 - - 0000E+00 .0000E+00 .0000E+00
REMAINING - .2561E+04 - - - -
DEPTH - - .1396E+01 - - -
EVAPORATION 4721E-03 - - - - -
2 iNFLO-WI TOTAL i39oc+ol - - .5608E+00 .3031E+02 .3493E+00
INFLOW,NET .18';8E+01 - - .5608E+00 .3037E+02 .3493E+00
BYPASS .0000E+00 - - .0000E+00 .0000E+00 .0000E+00
TREATED OUTFLOW .1548E+01 - - .7736E+00 .3486E+02 .1147E+01
RESIDUAL FLOW 0000E+00 - - 0000E+00 .0000E+00 OOOOE+00
REMAINING - .8113E+04 - - - -
DEPTH - - .1258E+01 - - -
EVAPORATION .1503E-02 - - - - -
3 INFLOW
TOTAL 1548E+01 - - .7736E+00 .3486E+02 .1141E+01
,
INFLOW,NET .1543E+01 - - .1736E+00 .3486E+02 .1147E+01
BYPASS 1000E+00 - - 0000E+00 .0000E+00 .OOOOE+00
TREATED OUTFLOW l]77E+01 - - .1098E+01 .2205E+02 .1606E+01
RESIDUAL FLOW 00i'vc+00 - - 0000E+00 OOOOE+00 .0000E+00
REMAINING - .3806E+04 - - - -
QEPTH - - .1140E+01 - - -
t'YhPGRAT IION -aar-03 - - - - -
.107b 01 .111100 +Qt IOVb +G
..,.., ,.... ht4'. I-3 .,1! - - 1 .i ..?.G lil{
M1CJ1 JUHL F3 uW . ,,vvE+UJ iiUUUE+ijij .0000c +U!j , O iijOE+t;IO
REMAINING - .I04SE41, -
DEPTH - .1134ET01 - - -
EVAPORATION _-c-03 - - - - -
DATE TIME iNIT PARAMETER ?CW STORAGE LEPTH SUS.SOL TOT COLI METALS

------------- -------
---- ---------------- - GFS
--------- - Cu FT F
--------- ---------- dGh
---------- MPN/L
---------- 1113/L
----------
J INFLOW,IUTML .l.:1 iCT'l1 .1102 C T'11 .i2,,it+!%:. .1721E T!%I
INFLGW,NET 1 17E+01' - - .iISil+01 .1257E+02 .1721E+01
r. %I A
of Phoo
(i!%+1')U
- -
. 01100 cl +ti0
0000E+00
, 0000 +00
TREATED OUTFLGW OC.E+Ui? - - 0000E+00 .0000E+00 .0000E+00
RESIDUAL FLOW }vGvE+UU - - v%tii]E+v0 0000E+00 .00vUE+00
1. C I111 IY 11jV - .014V" T1/4 - - '
0 r"'TH - - OJj)CTif\i - - -

ffffffffff UNIT I HAS EXCEEDED THE MAXIMUM STORAGE VOLUME uJ 3 4/64 rT 1; 6.00. THE EXCESS HAS BEEN 3Y PASSED, ff{f+1'{f{}
ffffffffff UNIT i HAS EXCEEDED THE MAXIMUM STORAGE VOLUME iii'J i/ 4/64 IT 1217.00. THE C-XCE53 HAS BEEN BY PASSED. ff{fffffff
fffffffff4 UNIT 2 HAS EXCEEDED THE MAXIMUi'310RAGE VOLUME Dill i/ 4/84 AT 1211.00. THE EXCESS HAS BEEiJ 'oY rASSED, ftt{fftf+{
ffffffffff UNIT 1 HAS EXCEELED THE MAA1M0M STORAGE VOLUME 7j IN c/ 4/64 AT 12,23.00. THE EXCESS HAS BEEN BY PASSED. ffffff{{{{
ffffffffff UNIT 2 HAS EXCEEDED THE MAXIMUM STORAGE VOLUME )ii 4/34 AT 1223.01}. THE EXCES- 3 HAS BEEN BY PASSED. +=+{+f{fff
ffffffffff UNIT I HAS EXCEELED nE imXiMUn STORAGE V GL6ME u-N 3i" 41'84 nT 1259.00. THE EXCESS HAS SEEN BY PASSED. ffffffffff
ffffffffff UNIT 2 HAS EXCEEDED THE MAXIMUM STORAGE VOLUME •5r1 a/ 4/34 AT 1239.00. THE EXC___ HAS BEEN BY PABJED. ffffffffff
ffffffffff UNIT 2 HAS EXCEEDED THE MAXIMUM STORAGE VOLUME 0iJ 3r 4/84 AT 1250.00. THE EXCESS HAS BEEN BY PASSED. ffffffffff
MAR 4, 1984 1250.00 1 INFLOW, TOTAL .1516E+01 - - .5656E+00 .5456E+00 .4121E-02
iNFLuW,NET .i wGC+UI .5656E+OU .5456E+00 .4121E-02
BYPASS vOvvc+00 - - .0000E+00 .0000E+00 .0000E+00
TREATED OUTFLOW .7961E+01 - - .5027E+00 .4146E+00 .1883E-02
RESIDUAL FLOW .OOOOE+00 - - OOOOE+00 0000E+00 ,0000E+00
REMAINING - .4646E+04 - - - -
DEPTH - - .1929E+01 - - -
EVAPORATION .6544E-03 - - - - -
2 INFLOW, TOTAL 7361E+O1 - - 5029E+00 .4146E+00 .1333E-02
INFLGW,NET .OJlLC+O1 - - .5023E+00 .4146E+00 .1883E-02
BYPASS 1619E+01 - - .5029E+00 .4146E+00 .1333E-02
TREATED OUTFLOW .65000401 - - .3876E+00 .1634E+01 .1520E-01
RESIDUAL FLOW v00VE+00 - - 0000E+00 0000E+00 .0000E+00
REMAINING - .1664E+05 - - - -
DEPTH - - 2000E+01 - - -
EVAPORATION .1621E-02 - - - - -
3 INFLOW TOTAL .1919E+01 - - .4118E+00 .1318E+01 .1240E-01
iirFL'uW, r'ET .' 'lE+01
ili - - 4118E+00 .1378E+!11 .1240E-01
BYPASS OuOOE+00 - - 0000E+00 .0000E+00• .0000E+00
TREATED OUTFLOW .1-*!E+02 - - .4245E+00 .9343E+00 .3833E-01
RESIDUAL FLOW v00OE+00 - - .0000E+00 .0000E+00 .00V0E+00
REMAINIIN G - .7127E+04 - - - -
DEPTH - - .1504E+01 - - -
EVAPORATION .16421-02 - - - - -
4 INFLOW, TOTAL 1;iviE+02 - - ,4245E+00 .'9'341) .33'93E-01
INFLOW NET i v1E+02 - - .4245E+00 .9943E+00 .3893E-01
BYr, ASS 01';-}E+00 - - 0000E+00 .0000E+00 .0000E+00
TREATED OUTFLOW 1616E+02 - - .4073E+00 .8548E+00 .5922E-01
RESIDUAL FLOW .0000E+00 - - ,0000E+00 .0000E+00 .0000E+00
REMAINING - .4065E+04 - - - -
DEPTH - - .1639E+01 - - -
EVAPORATION I'S-E-02 - - - - -
5 INFLOW,TGTAL 1606E+02 - - .4073E+00 .35413E+00 .5922E-01
INFLOW NET .113000+01' - - .3073E+00 .8548E+00 .5922E-01
BYPASS }OJ;iE+00 - - 0000E+00 .0000E+00 .0000E+00
TREATED 'OUTFLOW 350E+01 - - .9650E+00 .1333E+02 .2025E+01
RESIDUAL FLOW .0000E+00 - - 0000E+00 .0000E+00 0004E+00
REMAINING - .3419E+05 - - - -
DEPTH - - 1536E+01 - - -
EVAPORATION .6149E-02 - - - - -
MAR 4, 1984 1345.00 I INFLiiW,TOTAL 179o'E+01 - - .5113E+00 .1204E+00 ,2330E-01
INFLOW,NET 11Dr 01 - - .5713E+00 .1204E+00 .2330E-01
NYP?;; ;111;11'.;+1111 - - 110011E+Oti 111100E+0111 011001:+110
ktMHINiNd - .c441t+V4 - - - -
DEPTH - - 1357E+O1 - - -
EVArGkAT;GN .a5o5c-113 - - - - -
IiJFLGW,TDTIIL i3S0E+Oi - - .4417,+OQ .4240E-01 3E-O1
iNFLOW,NEI .10-100-+U1 - - .4411E+00 .42411E-0i .1549E-61
'YFASS 0000E+01'1 - - 11000E+00 .00011E+1111 1,.''oE+00
TREATED OUTFLOW 3300E+01 - - :3E4E+00 .5a3'aE-li ? '3E-O2
R C-3l IUrIL rL'?N .iJ!}IJ•;Cr?lll - - {I11 1I t+ 1) l!00011: t0?i ....i.if+111
-ren-v :..ir

cirlr UR.HI lull

DATE TIME Ui+IT rP,",ijE EJR FL w oTGRAGE LcPTn SUS.SOL TOT CGLI l E'NL5

------------- ------- ----
---------------- CFS
---------- CU FT
---------- FT N'Gl L
---------- ---------- i7F'N L
---------- ;3iL
----------
•J lliFl.15 W, IJ Fl L .3 3[tll1 - - .4964[T00 .O,iJ3[-tll .1154 8E-02
or LGw,NET 330vE+0 1 - - 2'904E+00 .8339E-01 .1348E-02
B`rPASS 0000E+00 - - 0Q00E+00 .0000E+00 01100E+00
TREATED OUTFLOW .3141,E+01 - - 2673E+00 .7811E-01 1755E-02
RESIDUAL FLOW OOOOE+00 - - 0000E+00 .0000E+00 z:10('0E+oo
REMAINING - .4718E+04 - - - -
GEr T H - - .1260E+t)1 - - -
EVAPORATION .i204E-02 - - - - -
4 INFLOW, TOTAL .3740E+01 - - 2673E+00 .7817E-01 .1755E-02
INFLGW,NET .3740E+01 - - .2673E+00 .7817E-01 .1755E-02
"
BYPASS 0000E+00 - - .0000E+00 .0000E+00 .0i
"E+00
TREATED OUTFLOW .3992E+01 - - 2548E+00 .7042E-Q1 .2415E-Q2
RESIDUAL FLOW 01100E+oo - - 0000E+00 0000E+00 .0 0E+00
REMAINING - .15157E+04 - - - -
DEPTH - - .1272E+01 - - -
EVAPGRATiGN y
. V.iO.iC-UJ - - / - - -
INFLOW,TOTAL .3')KE+01 - - 2548E+00 .7042E-01 .2475E-02
-1 INFLOW ,NET .3992E+01 - - 2548E+00 .7042E-01 .2475E-02
i`rPrio3 i000ctUO - - OOOOE+00 .0000E+00 .0000E+00
TREATED OUTFLOW 0309E+01 - - .2399E+00 .1845E+00 4506E-01
RESIDUAL FLOW .0000E+00 - - .0000E+00 .0000E+00 .0000E+00
REMAINING - .2728E+05 - - - -
DcPIH - - 1378E+01 - - -
EVAPORATION .5133E-02 - - - - -
MAR 4, 1984 1440.A) 1 LNFLOW,TOTAL 1027E+01 - - .5675E+00 .0733E-01 .93V2E-02,
iNFLGW,NET .1018E+01 - - 56115E+00 .8733E-01 .9302E-U2
BYPASS 0000E+00 - - .0000E+00 .0000E+00 .0000E+00
TREATED OUTFLOW .i065 E+01 - - .4063E+00 .2221E-01 .1221E-U1
RESIDUAL FLOW UUUUC+QU - - .0000E+00 .0000E+00 .0000E+00
REMAINING - .2108E+04 - - - -
DEPTH - - .1247E+0i - - -
EVAPORATION .4210E-03 - - - - -
2 INFLOW, TOTAL .10615E+01 - - ,4063E+00 .2221E-01 .1221E-01
INFLOW,NET .1065E+01 - - .4063E+00 .2227E-01' .1221E-01
BYPASS .0000E+00 - - 0000E+00 .0000E+00 .OOOOE+00
TREATED OUTFLOW 1639E+01 - - .2454E+00 .1592E-01 .1050E-01
RESIDUAL FLOW 0000E+00 - - .0000E+00 .0000E+00 .0000E+00
REMAINING - .7898E+04 - - - -
DEPTH - - .1237E+01 - - -
EVAPORATION .1494E-02 - - - - -
INFLOW, TOTAL .1639E+01 - - .2454E+00 .1592E-01 .1050E-01
INFLOW,NET .1639E+01 - - .2454E+00 .1592E-01 .1050E-01
BYPASS .0000E+00 - - .0000E+00 OOOOE+00 15000E+00
TREATED OUTFLOW 2019E+01 - - .1960E+00 .9297E-02 .2870E-02
RESIDUAL FLOW .0000E+00 - - 0000E+00 .0000E+00 .0000E+00
REMAINING - .3996E+04 - - - -
uEPTH - - .Ii70E+0i - - -
r" PGRATION I0'4IE-01 - - - - -
Y Liu uw, i IAA LU 'ic+Ui - - i ot1[+t U 9t31E-02
iiFLuN,NET 201.[+V1 - - .1'9b0E+00 .9297E-02 .2870E-02
o
-pA , r
-

t?l
)1; ,i c ii - - - .0000c+00 .0000E+00 .Ot)00E+00
Ii;EniCL OUTFLOW 22voc+Oi - - .1863E+00 .558IE-02 .1958E-02
RESIDUAL FLOW 0000c+00 - - 0000E+00 .0000E+00 .0000E+00
REMAINING - .1161E+04 - - - -
DEPTH - - .1184E+O1 - - -
E4AP6RATION .4967E-03 - - - - -
5 iNFLU'W,TOTAL 220oc+01 - - .1863c+00 .5581E-02 .1158E-02
i f lJ SIFT . ,.;F+ , 1 - - 1 qA ;+Ocl 55R 1 F-0^.
TR-tLD OUTFLOW ;JJC+oi - - 1643E+00 .8112E-01 .1540E-01
RESIDUAL FLOW 100110E+00 - - 0000E+00 .0000E+00 0000E+00
REMAINING - .2254E+05 - - -
DcrTH - - .1246EtV1 - - -
cVAPOR:ATION 46 vE-02 - - - - -
DATE TIME ulNIT PARAMETER' - STORAGE DEPTH SUS.SOL TDT CCLi METALS

------------- ------- ----
---------------- +.f J
---------- U P i f 1
---------- ---------- Mij/L
---------- IPN/ L
---------- tiiG/L
----------
CSC
MAR 4, 1984 1535.'00 1 -1 .1i!T.^.
INt?u",TOiML -'
0i03- c+Ui)
- -
5062,E+00
.52S -U?
iiirLUW,NET oIVoc+00 - - :
5bK.E+00 ;6 oc-01 _ 3E-0:
r `...
f f N
H-3.)
r JU
VJ C
- -
,1)1)11;• JC +O
. 50 1')0t.'?t.41
'?l iJ JC vOJE+0
` U)
inEHIED OUTFLOW Se; c+00 - - .3637E+00 1750E-01 5680E-02
t'ESIDuAL FLOW ):/E+00 - - .0000E+00 0000E+00 ,0000E+00
RETAINING - 2014E+04 - - - -
DEPTH - - .1216E+01 - - -
EVAPGRATION .4104E-03 - - - - -
2 INFLOW, TOTAL So'1/E+00 - - .3337E+00 .1150E-Oi .5880E-02
INFLOW,NET 8377E+00 - - 0831E+00 .1750E-01 .5630E-02
BYPASS 0000E+i)0 - - .0000E+00 .0000E+00 .0000E+00
TREATED OUTFLOW .961iE+00 - - .1984E+00 .8162E-02 .1249E-01
RESIDUAL FLOW 0011+)E+00 - - 0000E+00 .0000E+00 .0000E+00
REMAINING - 7296E+04 - - - -
DEPTH - - .1179E+01 - - -
EVAFORATIGN .1468E-02 - - - - -
3 INFLOW,TOTAL .9601E+00 - - .1984E+00 .8162E-02 .1249E-01
iNFLGW,NET .9661E+00
- -
.1984E+00
.8162E-02
.1249E-01
BYPASS OOOO E+00 - - .0000E+00 .0040E+00 .0000E+00
TREATED OUTFLOW .iC03E+01 - - .1456E+00 .3185E-02 .7516E-02
RESIDUAL FLOW 0000E+00 - - 0000E+00 .0000E+00 .0000E+00
REMAINING - .3511E+04 - - - -
DEPTH - - .1093E+01 - - -
E'vAPORATiON 90:;1E-03 - - - - -
4 INFLOW110TAL .1003E+Oi - - .1456E+00 .3185E-02 .7576E-02
INFLOW NET .1990E+91 - - .1456E+00 .3185E-02 .1576E-02
BYPASS .0004E+00 - - OOOOE+00 .0000E+00 .0000E+00
TREATED OUTFLOW "'oE+01 - - .1023E+00 .1391E-02 .6051E-02
RESIDUAL FLOW .0000E+00 - - .0000E+00 .0000E+00 .0000E+00
REMAINING - .9566E+03 - - - -
DEPTH - - .10,35E+01 - - -
EVAPORATION .33'ZiE-03 - - - - -
5 IIVFLOW,TOTAL .10-6c+01 - - .1323E+00 .1391E-02 .6051E-02
INFLOW,NET .,,0 8E+01 - - .1323E+00 .1391E-02 .6051E-02
BYPASS .0000E+00 - - 0000E+00 .0000E+00 .0000E+00
TREATED OUTFLOW .1658E+01 - - .1164E+00 .5306E-01 .5S42E-02
RESIDUAL FLOW .0000E+00 - - .0000E+00 .0000E+00 OOOOE+00
REMAINING - .1956E+05 - - - -
DEPTH - - .1153E+01 - - -
EVAPORATION .4285E-02 - - - - -
MAR 4, 1984 1630.00 1 INFLOW, TOTAL .61,34E+00 - - .5659E+00 .6678E-01 .3717E-02
INFLOW,NET .6194E+00 - - .5659E+00 .6678E-01 .3717E-02
BYPASS .0000E+00 - - 0000E+00 .0000E+00 .OOOOE+00
TREATED OUTFLOW .6485E+00 - - .3592E+00 .1530E-01 .3636E-02
RESIDUAL FLOW .0000E+00 - - ,0000E+00 .0000E+00 .0000E+00
REMAINING - .1917E+04 - - - -
DEPTH - - .1131c
1+0i

-

-

-
EVAPORATION .3985E-03 - - - - -
' INFLOW,TOTAL 6405E+00 - - .3592E+00 .1530E-01 .3636E-02
INFLOW, NET b485E+00 - - .3592E+00 .1530E-01 .3636E-02
BYPASS 1600E+00 - - .0000E+00 .0000E+00 66110E+00
TREATED OUTFLOW t5aoE+00 - - .1762E+00 .5485E-02 .1016E-01
RESIDUAL FLOW 00^v0E+00 - - 0000E+00 .0000E+00 .00110E+00
REMAINING - .6912E+04 - - - -
DEPTH - - .1140Et01 - - -

i:VAPGrtATiON
.1Y5iE-02
- -
-
----- --
-
----- --
-
----- --
Tf;crTcD uUTFLGir --:-*00 - - 1121E+00 .1102E-U2 W?65E-02
RE3IDUAL FLOW 00,01E+00 - - 0000E+00 .0000E+00 .00001+00
REMAiNIir'G - 3384E+04 - - - -
JcrTfl - 3c*'; - - -
CVNr?rlMI,uN
DATE TIME UNIT rAR'AMETER L,vw 3TORAGE DEPTH SUS.SOL TOT COLI HE-ALS

------------- ------- ----
---------------- ; 3
---------- CU FT FT
---------- ---------- '.G/L
---------- MPN/L
---------- G L
----------
4 L-NFLOW,TOTAL 32sc+0ii - - ,1121E+00 .1102E-02 .3765E-02
IN- OW,NET 7093E+0G - - .1121E+00 .1702E-02 0 65E-02
o' 'r'HSS .0000E+00 OOOOE+00 ;jUE+11!)
TREATED UUTFLOW o02'E+00 - - 9895E-01 .0618E-03 6T 67E-u2
Rc3iDUAl FLOW JGJiIC+I)0 - - 0000E+00 . i0 cj0E+0 0 j,.;0E+00
REi`iAiNIiVG - .90,2E+03 - - - -
DEPTH - - .1074E+Ui - - -
EVAPORATION .2944E-03 - - - - -
5 1NFLOW,TOTAL iE+0u - - .9835E-01 .0618E-03 .6?611-02
i'FLGW,NET OVL7CTUV - - .9895E-01 .6618E-03 .6761E-02
BYrASS ) ;. Uc+VU - - OOOOE+00 .0000E+00 G:rji)E+00
TREATED OUTFLOW 1110E+01 - - 9763E-01 .1411E-01 .1420E-02
RESIDUAL FLOW uijc+i)fj - - .0000E+00 .0000E+00 :j0E+00
REMAINING - .1815E+05 - - - -
DEr'TH - - .1102E+0i - - -
EVAPORATION .311453E-02 - - - - -
MAR 4, 1984 1725.00 1 INFLOW, TOTAL .5414E+00 - - .5651E+00 .6166E-01 .3038E-02
INFLOW ,NET .5414E+00 - - 5651E+00 .6166E-01 .3088E-02
BYPASS 0000E+00 - - .0000E+00 .0000E+00 .0000E+00
TREATED OUTFLOW .5500E+00 - - .5344E+00 .1344E-01 .2602E-02
RESIDUAL FLOW .0000E+00 - - .0000E+00 .0000E+00 i)90E+00
REMAINING - .1852E+04 - - - -
DEPTH - - .1156E+01 - - -
EVAPORATION .3837E-03 - - - - -
2 INFLOW, TOTAL 5500E+00 - - ,3344E+00 .1344E-01 .2162E-02
iNFLGW,NET .5500E+00 - - 3344E+00 .1344E-01 .:6621-02
BYPASS Oiiti;)c+00 - - .0000E+00 .0000E+00 0'00E+00
TREATED OUTFLOW .6083E+00 - - .1571E+00 .4123E-02 .5843E-02
RESIDUAL FLOW .0600E+00 - - 0000E+00 .0000E+00 .0000E+00
REMAINING - .0653E+04 - - - -
DEPTH - - .1114E+01 - - -
EVAPORATION .1440E-02 - - - - -
3 INFLOW, TOTAL .6!ia-3E+UO .1571E+00 .4123E-02' .5343E-02
INFLOW,NET .60a 3c+00 - - .1571E+00 .4123E-02 .5843E-02
BYPASS .00001+0u - - 0000E+00 .0000E+00 .0000E+00
TREATED OUTFLOW .6290-E+0u - - 9572E-01 .1231E-02 .8014E-02
RESIDUAL FLOW O iii'ic+00 - - .0000E+00 .0000E+00 .0i50E+00
REMAINING - .3292E+04 - - - -
DEPTH - - .1059E+01 - - -
EVAPORATION .8407E-03 - - - - -
4 iNFLOWITOTAL .62i6c+00 - - 3572E-01 .1231E-02 .5014E-02
iNFLOW,NET .o29oc+00 - - .9512E-01 .1231E-02 .8014E-02
BYPASS 10000E+00 - - 0000E+00 .0000E+00 .0060E+00
TREATED OUTFLOW .6379E+00 - - .8042E-01 .3517E-03 .7914E-02
RESIDUAL FLOW .0000E+00 - - 0000E+00 .0000E+00 .000,0E+00
REMAINING - .8129E+03 - - - -
DEPTH - - .1059E+01 - - -
EVAPORATION .2660E-03 - - - - -
5 INFLOW, TOTAL 6319E+00 - - 3042E-01 .3511E-03 .1314E-02
iNFLOW,NET .63715E+00 - - 8042E-01 .3517E-03 .7914E-02
BYPASS 000Oc+00 - - 0000E+00 .0000E+00 .0000E+00
TREATED OUTFLOW .80'E+00 - - .8783E-01 .7137E-02 .8555E-03
RESIDUAL FLOW OOG0c+00 - - 0000E+00 .0000E+00 .000,0E+00
RETAINING - .1742E+05 - - - -
DEPTH - - .1075E+01 - - -
EVAPDRATIDN .3719E-02 - - - - -
MAD A J0QA fOOA AA 1 DArl ELI TnTAI ISd:C?li _ _ 4CSD[iAA c[??oc_n ,cac_no
-')c+c)U - - .32143E+00 .1243E-01 .21913E-02
T F.:EhTCD OUTFLOW
RESIDUAL FLOW a uE+OO - - OOOOE+00 ,OOOOE+00 .0000E+00
REMAINING - .17134E+04 - - - -
DEP TH - - 1 1 ti3C +ii i - - -
;_'vriP RAT IUN
DATE TIME UNIT PARAMETER L „ STORAGE DEPTH SUS.SOL TOT COLI METALS

------------- ------- ----
---------------- CFS
---------- CU FT FT
---------- ---------- NG/L
---------- MPNiL
---------- IGil
----------
2 iNFLOW,TOTAL 41/:)c+00 - - ,3243E+00 .1243E-01 .2199E-02
INFLOW,NET .4710E+00 - - .3243E+00 .1243E-01 .2199E-02
8YF'ASS u00uc+0u - - 0000E+00 OOOOE+00 ,0000E+0o
TREATED OUTFLOW 5*»SE+OO - - .1467E+00 .3609E-02 .3715E-02
it6iUDAL FLOW v0i)0c+i)O - - ,0(0'0E+00 .0000E+00 (1( i)OE+00
REMAINING - .6498E+04 - - - -
DEPTH - - .1098E+01 - - -
EVAPORATION .14Q4E-02 - - - - -
3 iNFLOW,TOTAL j24JE+VU - - .1461E+G0 .3609E-02 .3725E-02
iNFLOW,NET 52»5c+00 - - ,1461E+0G .3609E-02 .37!5E-02
8'ir'A33 u000E+Q0 - - OOOOE+00 OOOOE+00 .000,0E+00
r.LHTLU OUTFLOW J:IOUE+OG - - .7997E-01 .9650E-03 .5241E-02
RE3IDUAL FLOW :T(:+;)E+o0 - - 0000E+00 .0000E+0 o V600E+00
RE ill A i N 1 N G - 3240E+04 - - - -
DEPTH - - .Ii}50E+0 1 - - -
IIiAPORATION K`. SE-03' - - - - -
INFLOW,TOTAL 5303E+00 - - ,79137E-01 .13650E-03 .5241E-02
INFLOW NET 5388E+00
- -
.7997E-01
.9650E-03
.5241E-02
8'i PASS i0 )GE+GO - - .OOOOE+00 .UUUUE+OG .0000E+00
TREATcD OUTFLOW .5441E+00 - - .6567E-01 .2676E-03 .5479E-02
RE-SIDUAL FLOW (T(KKJE+GG - - OOOOE+00 .0000E+00 .),00,0E+00
REMAINING - .8528E+03 - - - -
DEPTH - - .1051E+01 - - -
EVAPORATION .2511E-03 - - - - -
5 INFLOW, TOTAL 5441E+00 - - .6567E-01 .2676E-03 .54i9E-O2
INFLOW,NET .5441E+00 - - .6567E-01 ,2676E-03 .5479E-02
BYPASS 00011E+00 - - OOOOE+00 .0000E+00 .000OE+00
TREATED OUTFLOW .6400E+00 - - .8009E-01 .4032E-02 .6663E-03
RESIDUAL FLOW .0000E+00 - - 0000E+00 .0000E+00 .0000E+00
REMAINING - .1700E+05 - - - -
DEPTH - - .1060E+01 - - -
EVAPORATION .3681E-02 - - - - -
MAR 4, 1984 1915.00 1 INFLOW, TOTAL .4143E+00 - - .5651E+00 .5373E-01 .24,35E-02
INFLOW, NET .4143E+00 - - .5657E+00 .5313E-01 .2495E-02
BYPASS 0000E+00 - - .O000E+00 .000OE+00 .0000E+00
TREATED OUTFLOW .4166E+00 - - 3070E+00 .1168E-01 .l6a7E-02
RESIDUAL FLOW .0UVOC+00 - - 0000E+00 .0000E+00 .0000E+00
REMAINING - .1756E+04 - - - -
DEPTH - - .11113E+01 - - -
LVVA"ORATION .311vc-03 - - - - -
2 iNFLOW,TOTAL 4166E+00 - - .3070E+00 .1168E-01 .1031E-02
INFLi,W,NET .»16ec+GG - - .3070E+00 .1168E-01 .1887E-02
8`r'PASS O.ivuc+GG - - 0,000E+00 .0000E+00 ,0000E+00
r.:E-+ ED OUTFLOW .4»?`E+00 - - .1372E+00 .3311E-02 .2650E-02
RE3IOUAL FLOW .0000E+00 - - .0000c+00 .000OE+00 .OOOOE+00
REMAINING - .6353E+04 - - - -
DEPTH c - - .1084E+01 - - -
EVAPORATION .1427E-02 - - - - -
3 lNFLOW,TOTAL 44Lc-+0 O - - .1372E+00 .3311E-02 .2650E-02
iNFL0W,NET »50E+00 - - .1372E+00 .3311E-02 .2650E-G2
BYPASS .0000E+00 - - 0000E+00 0000E+00 .0000E+00
TREATED OUTFLOW I!?YE+OO - - .7059E-01 .7963E-03 .3283E-02
r'ESIDUAL FLOW 000Oc+00 - - OOOOE+00 .0000E+00 .0000E+00
REMAINING - .3191E+04 - - - -
DEPTH - - .10143E+01 - - -
EVAPORATION of vE-03 - - - - -
TREATED OUTFLOW .46,05E+00 - - 5455E-01 .1990E-03 .3432E-02
RESIDUAL FLOW .0000E+00 - - .0000E+00 .0000E+00 .0000E+00
REMAINING - .B343E+03 - - - -
DEPTH - - .1043E+01 - - -
EVAPORATION .:SC'_,E-03
DATE +!ME iNiT fMEANEIc- R L JY) STORAGE uEP :u5.SOL TOT iOLi rETALS

------------- ------- ----
---------------- I:?:)
---------- ;? F-1 FT
---------- ---------- G/L
---------- 'i'ir'iL
---------- -* L
----------
5 flit LOW, TG I AL . +OVSC+i)Q - - .5455E-01 . 1 a90E-u3 .34?32C-0 2
INFLGW,NET .46u5E+00 - - 5455E-01 .1990E-O' 432E-92
S'rPASS 0000C+00 - - 0000E+0,0 0000E+00 000, 0E+00
TREATED OUTFLOW i61JC+0V - - J9IE-01 .2418E-01. .6612E-03
RESIDUAL FLOW 0000E+00, - - 0000E+00 OOOOE+00 i)OE+00
EEMAINING - .1673E+05 - - - -
DEPTH - - .1050E+01 - - -
EVAPORATION 3616E-02 - - - - -
MAR 4, 1984 2010.00 1 INFLOW,TOTAL .s607EE+00 - - .5656E+00 .5064E-01 22 NE-02
INFLOW,NET .3607E+00 - - .5656E+00 .5064E-01 .2L 2"33E-02
BYPASS 0000E+00 - - .0000E+00 .0000E+00 .0vv0E+00
TREATED OUTFLOW .3746E+00 - - 2918E+00 .1084E-01 .1710E-02
RESIDUAL FLOW v0uuc+0u - - ,0000E+00 OOOOE+00 ..)vv0E+00
REMAINING - .1722E+04 - - - -
DEPTH - - 11115E+0! - - -
EVAPORATION .572»E-03 - - - - -
2 INFLOW, TOTAL 3740E+00 - - .2918E+00 .1084E-01 .1710E-02
`-LOW NET 5740E+00 - - .2918E+00 .1084E-01 .1710E-02
B'iF'A03 v0uvc+00 - - 0000E+00 .0000E+00 .vvuitE+00
TREATED OUTFLOW .4042E+00 - - .13300E+00 .3049E-02 .1999E-02
RESIDUAL FLOW 00*"0E+00 - - 0000E+00 .0000E+00 .0000E+00
REMAINING - .6271E+04 - - - -
DEPT, - - .1076E+01 - - -
E'vAPORATION 1423E-02 - - - - -
3 INFLOW, TOTAL »u»E+0,0 - - .1300E+00 .3049E-02 .199'9E-02
INFLOW, NET .4042E+00 - - .1300E+00 .3049E-02 .1999E-02
BYPASS 0t)u0c+O0 - - .0000E+00 .0000E+00 .0000E+00
TREATED OUTFLOW 4119E+00 - - .6364E-01 .7277E-03 .2319E-02
RESIDUAL "LOW 0000E+00 - - 0000E+00 .0000E+00 .0,000E+00
REMAINING - .3166E+04 - - - -
DEPTH - - .1039E+01 - - -
EVAPORATION .8047E-03 - - - - -
4 INFLOW, TOTAL .411'9E+00 - - .6364E-01 .7277E-03 .231'9E-02
INFLGW,NET .4119E+00 - - .6364E-01 .7277E-03 .2319E-02
BYPASS .0000E+00 - - .0000E+00 OOOOE+00 .0000E+00
TREATED OUTFLOW .4146E+00 - - .4175E-01 .1663E-03 .2303E-02
RESIDUAL FLOW OOOOE+00 - - 0000E+00 OOOOE+00 .0000E+00
REMAINING - .8246E+03 - - - -
DEPTH - - .1039E+01 - - -
EVAPORATION .2290E-03 - - - - -
5 INFLOW, TOTAL 4146E+00 - - ,4115E-01 .1663E-03 .2303E-02
INFLOW,NET .4146E+00 - - .4775E-01 .1663E-03 .2303E-02
BYPASS .uuCi}E+00 - - 0000E+00 .0000E+00 OOOOE+00
TREATED OUTFLOW .4563E+00 - - .6961E-01 .1631E-02 .8553E-03
RESIDUAL FLOW 0000E+00 - - 0000E+00 .0000E+00 .0000E+00
REMAINING - .1653E+0i - - - -
DEPTH - - .1043E+01 - - -
EVAPORATION )Q,o -V4
MAR 4, 12934 21 5.00 1 INFLOW, TOTAL .3510EtUU - - .5657E+00 .4936E-01 .2249E-02
INFLOW, NET idE+v0, - - .5 "E+00 .4936E-01 24'9E-02
iPASS !w vuE+00 - - .v0u0E+00 .0000E+00 .00v0E+0,0
TREATED OJTFLGW .AJITETI,U - - .2864E+00 .1053E-01 .1572E-02
RESIDUAL FLOW 00i;0E+00 - - 0000E+00 .0000E+00 .0000E+00
REMAINING - .1709E+04 - - - -
DEPTH - - 11UVETtJ1 - _ _
EVAPORATION .3701E-03 - - - - -
•? TLS', :,U '. ,1TG1 :=I1:4- A '.,:AZ iii ji tA44C_AI tclic_nl0
TREATED OUTFLOW .3627E+00 - - .1225E+00 .2794E-02 .1601E-02
RESIDUAL FLOW 0000E+00 - - 0000E+00 .0000E+00 .0000E+00
REMAINING - .6205E+04 - - - -
DEPTH - - .1069E+01 - - -
EVAPORATiDN .11420E-02 - - - - -
DATE THE 1NiT nRAIETEr rLOW 63 TuRA6c DEPTH SUS.SOL TOT COLI METALS

------------- ------- ----
..-___--_-------- i.f J
---------- i.iJ f i f I
---------- ---------- I'1 G%L
---------- Mf lily
---------- ill? %L
----------
3 1 ?r'FLOW, TOTAL 627c+0111 - - ; 225E+Ou 2134E-02 .1601 E-;112
11iFLOW, IVEI .3677E*00 - - .1 25E+00 .27'34E-02 .1601E-02
dI Hoo JOV C V - - 00uOE+00 .0000E+00 0i00E+00
-rr. rr ,
LAIC U llVif lUn ----5-+I
-0/15C )? - - °"r^'
.Ja1JC-O1 '1
.0789E-VJ "^9E-1112
.lac
RcZ) iDUAL 'FLOW iQvVctoo - - .01100E+00 .0000E+00 ,00 0E+010
E AirliJG - .1) VL+414 - - - -
DEPiH - - .1035E+01 - - -
cVAPORATION .T374E-03 - - - - -
4 INFLOW, TOTAL .3673E+00 - - .5813E-01 .6789E-03 .1729E-02
iNFLOW,idET 3673E+00 - - .5oi3E-01 .6789E-03 .1729E-02
BYPASS .0000E+00 - - 0000E+00 .0000E+00 .0000E+00
TREATED OUTFLOW 36'E+00 - - .4253E-01 .15113E-03 .1618E-02
RE3iDUAL FLOW .11000E+00 - - 0000E+00 .0000E+00 .OOOOE+00
REMAINING - .8146E+03 - - - -
DEPTH - - .1035E+01 - - -
EVAPORATiON .2213E-03 - - - - -
5 INFLOW, TOTAL .3692E+00 - - .4253E-01 .1503E-03 ,1618E-02
INFLOW,NET .3692E+00 - - .4253E-01 .1503E-03 .1618E-02
BYPASS .0000E+00 - - OOOOE+00 .0000E+00 .0000E+00
TREATED OUTFLOW .4031E+00 - - .6566E-01 .1122E-02 .1083E-02
RESIDUAL FLOW .0`0,00E+00 - - .000,0E+00 ,0000E+00 OOOOE+00
REMAINING - .1641E+05 - - - -
DEPTH - - .1038E+01 - - -
EVAPORATION .3541E-02 - - - - -
MAR 4, 1984 22 .00 1 INFLOW, TOTAL 2336E+00 - - .5655E+00 .4570E-01 .2154E-02
IN 10W,NET 2936E+00 - - .5655E+00 .4570E-01 .2154E-02
BYPASS 01100E+00 - - 0000E+00 .0000E+00 .0000E+00
TnEATED OUTFLOW a0coE+00 - - 2780E+00 .9948E-02 .1485E-02
RESIDUAL FLOW .000uc+00 - - 0004E+00 .0000E+00 OOOOE+00
REGAINING - .1611E+04 - - - -
DEPTH - - .1085E+01 - - -
EVAPORATION .3656E-03 - - - - -
2 INFLOW,TOTAL 3028E+00 - - 2180E+00 .3948E-02' .1485E-02
INFLOW,NET .3028E+Ou - - 2780E+00 ,9948E-02 .1485E-0,2
BYPASS 0000E+00 - - .0000E+00 .OOOOE+00 .0000E+00
TREATED OUTFLOW .3298E+00 - - .1187E+00 .2603E-02 .1360E-02
?RESIDUAL FLOW .0000E+00 - - .0000E+00 .000OE+00 .0000E+00
REMAINING - .6137E+04 - - - -
DEPTH - - ,1062E+01 - - -
EVAPORATION .1411E-02 - - - - -
3 INFLOW, TOTAL .3298E+00 - - .1187E+00 .2603E-02 .1360E-02
INFLOW,NET .3298E+00 - - .1187E+00 .2603E-02 .1360E-02
BYPASS .0000E+00 - - .0000E+00 .OOOOE+00 .O000E+00
TREATED OUTFLOW .3373E+00 - - .5383E-01 .6343E-03 .1345E-02
RESIDUAL FLOW 0000E+00 - - .0000E+00 .0000E+00 .0000E+00
REMAINING - .3121E+04 - - - -
DEPTH - - .1032E+01 - - -
EVAPORATION 7920E-03 - - - - -
4 iWFLOW,TOTAL .'373_+00 - - .5333E-01 .6343E-03 .1345E-02
iNFLOW,NET .,)3 +00 - - .5383E-01 .6343E-03 .1345E-02
dYrA3S uuuOE+OO - - ,0000E+00 OOOOE+00 .0000E+00
TREATED OUTFLOW 341-1E+u0 - - .3820E-01 .1397E-03 .1238E-02
Rc-3I0UAL FLOW oi50uE+u0 - - 0000E+00 .000OE+00 .0000E+00
KEMAINING - ,8078E+03 - - - -
ucrTH - - .1032E+01 - - -
c6Ar'ORATiON .c60c-03 - - - - -
- - -?Till
iR.civTED OUTrLUYI .644c+CO - - GV'iLc-VI .71.7E-03 .1459E-42
RESIDUAL FLOW 00110E+0G - - .000O'E+00 .04100E+00 .0000E+00
REMAINING - .1631E+05 - - - -
DEPTH - - 1034[+01 - - -
EVAPORATION ..;.; 1JE-UL - - - - -
DATE TIME UNIT PARAMETER rLcW STORAGE DEPTH SU5.50L TOT COLI ME ALS

------------ ------- ----
---------------- Cry
---------- C FT FT
---------- ---------- MG/L
---------- MP'N/L
---------- 13/L
----------
MAR 4, 1984 2155.00 1 INFLOW,TOTAL 257;3 E+01; - - -6-67+00 .4473E-01 .2111E-02
iir'FLOW,NEi o%3E+GU - - 5656E+06 .4473E-01 1;1E-02
oYrASS 8001)[+00 - - .0000E+00 0000E+0111 ;c;;UE+fuj
'
T ra r-
IREHTEI/ OUTFLOnW
moo;-:c+00
- - - c
166.,E+pp
.31c8E-U? In. nr
io?ot-02
?:cSIDJ L FLOW 000c+?iU ,0000E+00 0000E+00 0010E+00
KE11H1 N 11 Z1Y1t ING
-
.1GG.iET1:4 -
-
-
-
C. I H - - 1002E+0' 1 - - -
c'vAr'uRATIDN .645[-03 - - - - -
1 INhLOW,TOTAL 287;[+GO - - 2665E+00 .3128E-02 .1338E-02
INF WW,INCI .20;•3E+0u - - .1665E+06 .972BE-02 .1N,BE-U2
oYPASS 0011[+00 - - 0000E+0p .0000E+019 .0000E+00
IRE HIED OUTFLOW .2:61[+100 - - .1154E+00 .2497E-02 .1224E-02
RESIDUAL FLOW 0000[+00 - - .0000E+00 .0000E+00 .0000E+00
REMAINING - .6080-+04 - - - -
ucr TH - - , luSGE+ I, - - -
-VAPORATION ;415E-02 - - - - -
3 INFLOW, TOTAL .2i6lE+00 - - .1154E+00 .2497E-02 ,1224E-02
INFLDW,NET .2361E+00 - - 1154E+00 .2431E-02 .1224E-42
BYPASS .9040c+0U - - OOOOE+00 .0000E+00 .0000E+00
TREATED OUTFLOW 2395-+pG - - .5008E-01 .5980E-03 .1084E-02
RESIDUAL FLOW 0000E+00 - - .0000E+00 .0000E+00 .0000E+00
REMAINING - .3099E+04 - - - -
DEPTH - - .1028E+01 - - -
EVAPORATION .7859E-03 - - - - -
4 INFLOW, TOTAL .29';5E+00 - - .5008E-01 .5980E-03 .1084E-02
INFLOW, NET .2'335E+00 - - .5008E-01 .5380E-03 .1084E-02
BYPASS .0000E+04 - - 0044E+00 .0000E+00 .0000E+00
TREATED OUTFLOW ..009E+00 - - 3439E-01 .1285E-03 .3705E-03
RESIDUAL FLOW ,00011E+00 - - .0000[+00 .0000E+00 .0000E+00
REMAINING - .7994E+03 - - - -
DEPTH - - .1028E+01 - - -
EVAPORATION 12094E-03 - - - - -
5 INFLOW,TOTAL .30U9c+00 - - .3433E-01 .1285E-03 .9705E-03
INFLOW,NET .3UV7E+00 - - .3439E-01 .1285E-03 .9705E-03
0YrASS 0000, E+00 - - 0000E+00 OOOOE+00 .0000E+00
REATED OUTFLOW .261E+00 - - ,5695E-U1 .5713E-03 .2282E-02
RESIDUAL FLOW 0000E+40 - - .0000E+00 .0000E+00 .0000E+00
REMAINING - .1621E+05 - - - -
DEPTH - - .1031[+pi - - -

ATION
EVAPORATION
MAR 4, 1984 2350.00 1 INFLOW, TOTAL .2683E+00 - - 5655E+00 .4356E-01 .2050E-02
INFLOW,NET .266.E+00 - - .5655E+00 .4356E-01 .2050E-02
BYPASS .GU00E+00 - - OOOOE+00 .0000E+00 .0000E+00
TR'E'ATED OUTFLOW .2732E+00 - - .2621E+00 .3058E-02 .1347E-02
RESIDUAL FLOW 0000E+00 - - 0000E+00 .0000E+00 .0000E+00
KEMAINING - .1653E+04 - - - -
DEPTH - - .1078E+01 - - -
EVAP'OR'ATION ..632E-03 - - - - -
2 INFLOW, TOTAL .2792E+00 - - 2621E+G0 3058E-02 .1347iE-02
INFLOW,NET 2792E+00 - - 2621E+00 .3058E-02 .1341E-02
BYPASS 000i1c+pp - - .0000E+00 OOOOE+00 .0000E+00
TREATED OUTFLOW .2661E+00 - - .1102E+00 .2420E-02 .1102E-02
RESIDUAL FLOW . 60010E+00 - - 0000E+00 .0000E+00 .00190E+00
REMAINING - .6062E+04 - - - -
DEPTH - - ,1054E+01 - - -

7 EVAPORATION
111f!:111 T(ITAI .11414E-02
__ 71;1:1 - - -
IIAnr.AA -
-,-nr 1.1 -
,. ?nr nn
TREATED OUTFLOW -iE+uu - - .698E-01 .55'36E-03 9112E-03
RESIDUAL FLOW uu+;uc+00 - - 0000E+00 0000E+00 .0000E+00
REMAINING - 30'33E+04 - - - -
DEPTii - - .1027E+01 - - -
IC-V3 - - - - -
c.v--FAT'ION
DATE TIME UNIT PP'ARAMETER rL'?A STURAGE DEPTH SUS. SOL TOT GOLI METALS

------------- ------- ---- ----------------
---------- CU FT
---------- FT
---------- MG/L
---------- MPNIL
---------- M3/L
----------
4 INFLOW, TOTAL .2871E+00 - - .4698E-01 .5596E-03 .91172E-03
INFLOW,NET .287iE+00 - - ,469BE-01 .5596E-03 .3172E-03
BYPASS .OOOOE+00 - - 0000E+00 .0000E+00 OOOOE+00
TREATED OUTFLOW 015E+00 - - .3142E-01 .1203E-03 .7826E-03
RESIDUAL FLOW .0000E+00 - - 0000E+00 0000E+00 .0000E+00
REMAINING - .7968E+03 - - - -
DEPTH - - .1021E+01 - - -
EVAPORATION .207:sE-03 - - - - -
5 INFLOW, TOTAL .3142E-01 .1203E-03 .7326E-03
INFLOW,NET .2015E+OU - - .3142E-01 .1203E-03 .826E-03
BYPASS .0004E+00 - - OOOOE+00 OOOOE+00 0000E+00
TREATED OUTFLOW l SiE+00 - - 5286E-01 .4512E-+)3 2598E-02
RESIDUAL FLOW .Ou00c+00 - - .0000E+00 .0000E+04 .4004E+00
REMAINING - .1615E+05 - - - -
DEPTH - - .1028E+01 - - -
EVAPORATION .341dc-O2 - - - - -
UNIT PERFORMANCE SUMMAR-1H FOR ENTlRC _ZIMULA1014i i1 4, 1'-234, 0 .00 TO ii AR 4, 1'384, 23511.001
UNIT PARAMETER
1
3
4
5
V'OLU'ME cUS.SOL -1 0021 PIETALS
CU F f LBO TG T . NO, LitS
--- ---------- ---------- ---------- ----------
INFLOW, TOTAL .1010E+06 .1674E+02 .11,38E+11 .8640E+01
INFLOW,NET 1629E+05 .1586E+01 .1138E+11 .3613E+01
BYPASS 4i LE+OS .3751E+00 3413E+07 .1046E-01
TREATED OUTFLOW 1469E+05 .0418E+01 .2270E+10 .5647E+01
RESIDUAL FLOW .0000E+00 .01100E+00 .0000E+00 .0000E+00
REMAINING .1653E+04 .7443E+01 111 6E+10 .2982E+01
EVAPORATION .3189E+02 - - -
INFLOW ,TOTAL .9931E+05 .9293E+0' .--E+10 .5658E+01
INFLOW,NET .7497E+05 .8468E+01 .1100E+10 .5646E+01
BYPASS .1444E+05 .S156c+00 .-45;E+07 .1151E-01
TREATED OUTFLOW .6'302E+05 .3427E+01 .4561E+u'3 1220E+01
RESIDUAL FLOW .0000E+00 .0000E+00 Ci,vE+00 .11000E+00
REMAINING 6061E+04 ,5040E+01 io14c+10 .241bc+01
EVAPORATION .1036E+03 - - -
INfLOW,TOTAL .9346E+05 .4153E+01 .4536E+03 .3131t-+01
INFLOW,NET .$346E+05 .4253E+01 .4556E+09 .N2J1E+01
BYPASS 0000E+00 .11000E+00 .0000E+00 .11000E+00
TREATED OUTFLOW .9041E+05 .1764E+01 . 34 E+v8 .1113E+01
RESIDUAL FLOW .0000c+00 .0000E+00 v.1i10E+00 .0000E+00
REMAINING .3093E+04 .11489E+01 691Ct09 i0, voE+01
EVAPORATION 5643E+11? - - -
TNFLOW,TOTAL .7042E+05 .2164E+01 .934'3E+08 .2223E+01
INFLOW,NET .9041E+05 .1764E+01 .9349E+08 .L' 223E+01
BYPASS 10000E+00 .0000E+00 .0000E+00 .0000E+00
TREATED OUTFLOW .8974E+05 .1447E+01 .26y1E+08 .1980E+01
RESIDUAL FLOW 0000E+00 .0000E+00 .0000E+00 .0000E+00
REMAINING ,7968E+03 .3110E+00 o656c+0B .1431E+00
EVAPORATION .1110E+02 - - -
INFLOW,TOTAL .3974E+05 .1447E+01 .2691E+08 .1380E+01
INFLOW,NET .8974E+05 .1447E+01 .2b92E+08 .1980E+01
BYPASS .0000E+00 ,0000E+00 00v0E+00 0000E+00
TREATED OUTFLOW .7613E+05 .1241E+01 .5400E+07 .1315E+01
RESIDUAL FLOW 0000E+00 .01100E+00 .0000E+00 .111100E+00
REMAINING .1615E+05 .1105E+01 .2152E+0B .6651E+00
EVAPORATION .2531E+03 - - -

STORAGE/TREATMENT PLANT PERFORMANCE SUMMARY FOR CI Ott 3ii?ULATiOJI MAR 4 1984, 0 .00 TO MAR 4, 1'334, .6?u. %0•
PAR'AMETER VOLUME 3u3. 3CL TuT ILLi MEIHLO

-----
--------------- CU FT
--
- Las
---------- TOT . '10.
----------- Las
----------
TOTAL TO PLANT -------
.1010E+06 .1674E+O" .ilaaE+ll 8640E+01
TOTAL TO NEXT BLOCK .0000E+00 .000OE+00 .0uu0E+00 .0000E+00
TOTAL TO ULT. DISP. .1613E+05 .1242E+01 .5400E+01 .1315E+01
REMAINING IN PLANT .2775E+05 .1549E+02 .11;7E+ll .7325E+01
TOTAL EVAPORATION .4671E+03 - - -
} { t t * STGRAGE/TREATMENT SIMULATION ENDED NORMALLY * # + + t

ff#f****fff********##****###*##f####*#**#*itr###t###x##*tf#t**##ir*#t##*###{fiiF*it{
* * iprogrami Sii: 138333000
f * H??'rersion 4i
* SWMM late ?? C1, {
* # Tigre ?l:vo::,i
* EPA STORM WATER dANrHCHENT MODEL * input iir >;T!17NCH.°uAT
* t• uuLpUs flle . 9!•.I l iiV!•f!. UIJi

? F
i{{f*****#****#***#**{*{#**ttF**T?.T**t**t**T****T#****?' ?"F******?t4*F**:('k*F.?" :?{'4
x:Xx%% i x x .,
X X X X xx xX XX XX
X X X X% A X X X X
XxX%X % x X X X X X 4 X
X ( ., % X X x
X x :k xx x X X X
XxXXX X x x x X x
...........................................
...........................................
...........................................
... Full Microcomputer Implementation ...
... oyy
... Haestad i9ethods, Inc. ...
37 Brookside Road f Waterbury, Connecticut 06706 f f203l 155-1666
cap i
Ir FSSO..N-1
'00A S. P4?.?``?
ENVIRONMENTAL PROTECTION AGENC7 - STORM WATER MANAGEMEriT MODEL t** RELEASE 111.3 ***
DEVELOPED BY NET CALF ;a EL-LY} INC.
UNi E ?i T'i uF FLuF.iun
'WATER ".ESU-URCES CNi]IIdLE"J, i iC_.
SEPTEMBER 1970
UPDATED oY THE u1ii;EF:SITY OF FLORIDA
MARCH 1'315
NOVEMBER 1971
NOVEMBER 1981
AUGUST 1983
THIS IS A NEW RELEASE OF THE SWMM. IF ANY PROBLEMS
OCCUR IN RUNNING THIS MODEL PLEASE CONTACT WAYNE
HUBER AT THE UNIVERSITY OF FLORIDA.
PHONE [phone]n

DISK OR TAPE ASSIGNMENTS FOR BLOCKS CALLED. THEY ARE IN THE SAME ORDER IN WHICH THE BLOCKS ARE CALLED.
JIN(1) JIN(2) JIN(3) JIN(4) JIN(5) JIN(o) JIN(7) JIN(B) JIN(9) JIN(10)
0 8 9 0 0 0 0 0 0 0
JOUT(1) JOUT(2) JOUT(3) JOUT(4) JOUT(5) JOUT(E) JOUT(7) JOUT(B) JOUT(9) JOUT(10)
8 9 10 0 0 u 0 0 0 0
SCRATCH DISKS OR TAPES WHICH CAN BE USED BY ANY BLOCK CALLED.
NSCRAT(1) NCSRAT(2) NSCRAT(3) NSCRAT(4) NSCRAT(5)
1 2 3 4 0
RUNOFF BLOCK CALLED.
ENTRY MADE TO RUNOFF BLOCK
RUNOFF BLOCK WAS LAST UPDATED iY THE UNIVERSITY OF FLORIDA JANUARY i9o3.
:try'-"-^- r-•, :: r,. 1ANOVER COW, NOUH ..WU.
vE NE Cii]MCL 561 :W!•.- so UP; . wt N nu u r. s m EVEN)
CONTINUOUS OHM PARAMETER - IUriN ............... 0
SNOWMELT PARAMETER.. - ISNOW ....................... 0
NUMBER OF RAIN GAGES - NRGAG .....................
HORTON IFILTRATION EQUATION USED - INFILM........ 0
QUALITY IS SIMULATED - KWALTY.................... I
DEFAULT EVAPORATION RATE USED - iVAP ............. 0
HOUR OF DAY AT START OF STORM - NHR .............. 0
MINUTE OF HOUR AT START OF STORM - NMN........... 0
TIME TZERO AT START OF STORM (HOURS) ............. .000
USE U.S. CUSTOMARY UNITS FOR MOST I/O - METRIC... 0
INPUT NUMBER OF TIME STEPS - NSTEP ............... 95
INTEGRATION TIME INTERVAL (MINUTES) - BELT....... 15.00
MONTH, DAY, YEAR OF START OF STORM IS: 3/ 4184
PERCENT OF IMPERVIOUS AREA WITH ZERO DETENTION DEPTH 25.0

}*HORTON INFILTRATION MODEL BEING USED
RATE FOR REGENERATION OF INFILTRATION = REGEN # DECAY
DECAY IS READ IN FOR EACH SUBCATCHMENT
REGEN = ........................................ .01000
FOR 49 RAINFALL STEPS, THE TIME INTERVAL 15 30.00 NINUTES JNITS ARE IN/HR.
FOR RAINGAGE NUMBER 1, TIME IS .0 HOURS OR .D DhY3 ;wl START OF STORM, RAINFALL HISTORY IS
.00 .01 .Gi G Ji :1 vi Gi iii
.G .u2 G? .C3
.04 .45 :i0 1: ''o - ji av 0
.03 .u3 v .i 02 .u2 .41
.41 .01 Oi 01 01 01 .01 .Ji O1
CARD GROUP F1
EVAPORATION RATE (IN/DAY).
JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEP. OCT. NOV. DEC.
.10 to .10 .10 .10 .14 .10 .l0 .10 .iv .i0 .14

f f f# f 6 U
GUTTER GUT
NUMBER CONNE
1 f I
f 2
f 15
f 16
3
J
6 i8
f 3
3 f 5
9 61 9
10 3
111 f 11 1
12 f 10
13 f 9
IA f 13 1
11` f 14
!
J
16 f 12
17 f 7
18 f 19
19 f 20
20 17 2
21 1.1 2
22 22 2
23 23 9
T T E R A N D P I P E D A T A f f f f f
TER WIDTH LENGTH SLOPE SIDE SLOPES MANNING MAX DEPTH
OTION (FT) (FT) (FT/FT) L 1, N (FT)
1. 52.0 10142 cif 00 .013 .00
J 110 00 .x!11511 0 05 his 010
vv 45 .2115 .30 "0 .'ii 01
J .6E 57,5 510 6 ."1 . 01

Y :
1,50
76.5
3675
1&?
111
h.J
.00
y 46 35. iyo Go 01 u0
;j 7Z. V 0':%5'.J V' .'v0 .1J 1.. .00
6 .00 76.0 .011611 . CIC .0o .013 .00
9 2L 00 336.0 .0050 1.00 •.06 .035 1.00
S Loo 16L 0 .0050 5.00 5.00 .035 11011
0 1.00 120.0 .0050 .30 .50 .011 A(;
9 1.25 180.0 .0050 .00 .00 .013 .00
7 1.25 57.0 .0060 .00 .00 .U1.! .00
4 1.25 200.0 0050 .00 .00 .013 .00
c 1.:5 l2U.0 .0050 .00 so .43 .00
1 1.25 0
6
0. .0100 .00 .00 .
0
13 .00
4 1.50 ,
(
LOB O .0100 .00 .00 1
,
.013 .00
5 1.00 90.0 .0100 .00 .00 .011 .00
5 .66 90.0 .0100 .00 .00 .011 .00
1 15.00 135.0 .0100 1.00 1.00 .035 1.00
2 15.00 162.0 .0100 1.00 1.00 .035 1.00
3 15.00 75.0 .0100 1.00 1.00 .035 1.00
9 15.00 10.0 .0100 1.00 1.00 .035 1.00
TOTAL NUMBER OF GUTTERS/PIPES, 23
ASTERISK (f) DENOTES CIRCULAR PIPE DIAMETER=.WIDTH.
DOLLAR SIGN (5) DENOTES DUMMY GUTTER, USED TO OBTAIN PRINT OUTS ONLY.

* i * * * S U 8 C A T C H M E N T D A T A *****
SUBCATCH- GUTTER. WIDTH AREA FERCENT SLUE
MOT NO. OR INLET (FT) (AC; 1MPERV, (FT/FT)
1 101 1 55.40
102 SIN
1003 3 O 1 AO
4 104 Y O!,40
5 105 5 IN, N
E 106 6 58.00
107 94.40
3 106 8 81.10
9 109 9 93.60
10 110 10 128.70
11 111 11 72.110
12 112 12 67.00
13 113 13 67,50
14 114 14 9100
15 115 15 37.10
16 116 16 42.80
17 117 17 101.20
18 118 18 35.40
19 119 19 63.20
20 120 20 12.50
21 121 21 96.60
22 122 22 98.40
23 123 23 62.90
TOTA L NUMBER OF SU BCATCHMENTS..
TOTA L TRIBUTARY AR EA (ACRES)...
IMPE RVIOUS AREA (A CRES)........
PERV IOUS AREA (ACR ES)..........
TOTA L WIDTH (FEET) .............
=ERC ENT IMPERVIOUS NESS.........
,0
,46 54.00
4,60
.47 ?J 7` :6
96.70
1J 91.50
'6 70).70
.'.14 K 0
01.10
.27 ao 01.10
J7 86.0010
.51 54.30
87.30
.50 55.40
.09 100.00
.10 100.00
.53 69.50
.12 100.00
.40 100.00
.03 100.00
.oi 80.30
.62 88.90
.51 51.60
7.97
6.24
1.73
1757.30
78.35
,014
.0233
,6254
• l?ll :i
.0218
,K5
'1231
.0100
,0100
.010001
.0100
.0100
Aso
.0050
.0050
.015+0
.0050
.0050
.0050
.0100
.0100
.0100
RESISTANCE FACTOR DEPRES. STORAGE(IN
!MPERV, PERU. iNFER'A PERU,
,017 1350 .050 1200
A .550 .050 .300
AN .350 350
• li l! Z50 .0 J?l
'J
vY'I
,017 .350 .050 .30,
.UL .i.iU .1100 z0c
.017 , 3501 0500 30100
A .550 .050 .300
,V17 300 .050 .300
311 .:5) .050 .000
,017 ,350 .050 .300
.017 .550 .050 .300
.017 .350 050 woo
.0 .350 .050 .300
.017 .350 .050 .300
.017 .350 .050 .300
10,17 .350 .050 .300
.017 .550 .050 .300
.017 .350 .050 .300
.017 .050 .050 .100
.017 .350 .050 .300
.017 .350 .050 .300
.017 .350 .050 .3070

INFILTRATION DECAY RATE GA(
RATE M/HR) (1/SEC) N
MAXIMUM MINIMUM
2.00 160 .0010.
2.00 .60 01014(%
00 .Oij
O .60 0o 14' (1
2.00 ,Go 00140
2,00 .60 100140
2,00 .601 00140
2.00 .60 .00140
2.00 .60 000 h.!
2,00 .60 00140
2,00 .60 00140 ,
2.00 .60 .00140
2 AO .60 00140
2.00 .60 .00140
2.00 ,o0 .00141
2.00 .60 .00140
2.00 .60 .00141
2.00 .60 .00140
2.00 .60 .00140
2.00 .60 .00140
2.00 .60 .00140
2.00 .60 .00140
2.00 .60 .001401
E
I f i * * ARRANGEMENT OF SUBCATCHMENTS AND GUTTERS/PIPE } f t +
GUTTER TRIBUTARY GUTTER/PIPE TRIBUTARY SUBAREA
OR PIPE
1 101
2 1 15 iK
15 1'
16 IV
3 2 16 103
18 118
4 3 18 7 104
5 4 19 20 105
6 5 8 106 107
8 106
it
10
11 111
110
9 t0 109
13 113
14 13 114
12 14 112
7 9 12
19 119
20 120
17 117
21 17 121
22 21 122
23 22 123
INLET TRIBUTARY GUTTERS AND/OR PIPES TRIBUTARY SUBAREAS
99 6 23
HYDROGRAPHS WILL BE STORED FOR THE FOLLOWING 1 INLETS
99
$ $ $ dUALITY SIMULATION > 3
GENERAL 7UALITY CONTROL CARDS
DESCRIPTION wi+r'inCLC aALli
----------- -------- -----
NUMBER OF QUALITY CON;-'7j-NT3 ..... NQS....... i
NUMBER OF LAND USES ................ JLAND.......
STANDARD CATCHBASIN 'JGL.ME......... CBVOL....... 16.30 F13
EROSION IS NOT SIMULATE*......... IROS........ 0
DRY DAYS PRIOR TO START OF STORM... DRYDAY....... 5.00 DAYS
DUST AND DIRT
STREET SWEEPING EFFICIES;Y......... REFFDD....... .4,00
LAND USE DATA * * *
+? + CARD Q,ROUP J'2 * * *

FUNCTIONAL LIMITING :LEANING AVAILABIL- DAYS SINCE
BUILDUP DEPENDENCE BUILDUP BUILDUP BUILDUP INTERVAL ITY FACTOR LAST
LAND EQUATION OF BUILDUP QUANTITY POWER COEFF. (DAYS) FRACTION SWEEPING
USE METHOD TYPE
---------- ---------- ---------- PARAMETER JACGUT
---------- ---------- DDLIM
---------- - DDPDW
--------- - DDFACT
--------- CLFREQ
---------- AVSWP
---------- - DSLCL
---------
COMMERCE 0 POWER AREA I 1.000E+07 1.000 3.300 7.000 .500 5.000
LINEAR
+ CONSTITUENT DATA f
+? * CARD GROUP J3 * * f
CONSTITUENT UNITS........
TYPE OF UNITS............
KALC.
................
TYPE DF BUILDUP CALC.....
KWASH................
...
TYPE OF WASHOFF CALL.....
KACGUT...................
DEPENDENCE OF BUILDUP....
LINKUP ...................
LINKAGE TO SNOWMELT......
FIRST BUILDUP PARAMETER..
SECOND BUILDUP PARAMETER.
THIRD BUILDUP PARAMETER..
FOURTH BUILDUP PARAMETER.
FIFTH BUILDUP PARAMETER..
EXPONENT FOR WASHOFF.....
COEFFICIENT FOR WASHOFF..
INITIAL CATCHBASIN CONC..
PRECIPITATION CONC.......
STREET SWEEPING EFF......
CONSTITUENT UNITS........
TYPE OF UNITS............
KALC .....................
4YPE OF BUILDUP CALC.....
WASH ....................
HYPE OF WASHOFF CALL.....
KACGUT ...................
DEPENDENCE OF BUILDUP....
LINKUP. .....
.............
LINKAGE TO SNOWMELT......
FIRST BUILDUP PARAMETER..
SECOND BUILDUP PARAMETER.
THIRD BUILDUP PARAMETER..
FOURTH BUILDUP PARAMETER.
FIFTH BUILDUP PARAMETER..
EXPONENT FOR WASHOFF.....
COEFFICIENT FOR WASHOFF..
INITIAL CATCHBASIN CONC..
PRECIPITATION CONC.......
STREET SWEEPING EFF......
US.30L
--------
--------
-------- RODS
-------- :OD
--------
'Si`L ilu; I ji L
li 11-31 L i7ui'?
?(
1 4 i 1 1
fC h-L1iVt Ar, i/U G11i L1l Uf PGWER L1 NIE R _
fUbCR'-L 1NEAR POWER -LINEAR'

PGWE= EXPONENT! AL RATING i.URVE NO UL
i POWER EXPONENTIAL POWER EXPONENTIAL
1 PGWER EXPONEN 1 AL
i
nREA
NOT REQU1REii
AREA
AREA 1
AREA
0 ) 0 0 0
IGT REQUIRED NGT r'EQUIRED NOT REQUIRED NOT REQUIRED NOT REQUIRED
'10'00.000 Oily 10000.000 100000.000 10000c1.000
1.000 .000 i.000 1.000 1.000
204 1000 .002 .120 3uv
.000 .000 .000 .000 .000
.000 1000 .000 .000 .00(;
1.500 .000 1.500 1.500 1.500
50.000 20.1+00 50.000 30.000 30.000
200.000 1.'100 .200 110.000 310.000
16.000 .410 1.100 .000 65.000
.350 .100 .250 .350 .300
TOT COLI METALS
-------- -------
MPN/L MG/L
1 0
0 i
FRACTION BUILDUP FGWER-LINER
1 0
RATING CURVE NO UL POWER EXPONENTIAL
1 1
AREA NOT REQUIRED
U 0
NOT REQUIRED NOT REQUIRED
13000000.000 1000.000
33000000.000 1.000
17000000.000 .112
10000000.000 .000
.000 .000
1.500 1.500
10.000 301000
1000000.000 165.000
.000 .050
.350 .250
t t t FRACTIONS FOR CONTRIBUTIONS FROM OTHER CONSTITUENTS t t +?
t t t CARD GROUP J4 t t t
CONSTITUENT FROM WHICH THE FRACTION IS COMPUTED
-----------------------------------------------
SUS,SOL *NH3 - tT-r'Oti-P 80D5 k COD *TOT CGLI f METH-L3 t
FRACTION WILL + t t t * j t t
BE ADDED TO t * * * t
CONSTITUENT * t t
T-P04-P t .050 0 0 F
FRACTIGN WILL + t * * x * t
BE ADDED TO t # t
CONSTITUENT t t t ; _ : t t
BOD5 t .050 * .000 t i?u0 k 00u + o)v k .000 k .0uu t
t t t SUBCATCHMENT SURFACE DUALITY CARDS t t
t t t CARD GROUP Ll t t
LAND
NO. USAGE
1 101 COMMERCE
2 102 COMMERCE
3 103 COMMERCE
4 104 COMMERCE
5 105 COMMERCE
6 106 COMMERCE
7 107 COMMERCE
8 108 COMMERCE
9 109 COMMERCE
10 110 COMMERCE
11 111 COMMERCE
12 112 COMMERCE
13 113 COMMERCE
14 114 COMMERCE
15 115 COMMERCE
16 116 COMMERCE
17 111 COMMERCE
18 118 COMMERCE
19 119 COMMERCE
20 120 COMMERCE
21 121 COMMERCE
22 122 COMMERCE
23 123 COMMERCE
LAND
USE
NO.
TOTAL NUMBER CARD CARD CARD CARD CARD CARD CARD
GUTTER OF LOADING LOAD R16 LOADING LOADING LOADING LOADING LOADING
LENGTH CATCH- OF OF OF OF OF , OF OF
10tt2FT BASINS SUS.SOL NH3 - N T-P04-P BOD5 COD TOT CGLI METALS

.00 --------
1.00 -------
.00 --- --
.00 - ---
.00 -
.00
.00 ----
.00 -------
.00
.00 1.00 .00 .00 .00 .00 .00 .00 .00
.00 1.00 .00 .00 .00 .00 .00 .00 .00
.00 1.00 .00 .00 .00 .00 .00 .110 .00
.00 1.00 .00 .00 .00 .00 .00 .00 .00
.00 1.00 .00 .00 .00 .00 .00 .00 .00
.00 1.00 .00 .00 .00 .00 .00 .00 .00
.00 1.00 .00 .00 .00 .00 .00 .00 .00
.00 1.00 .00 .00 .00 .00 .00 .00 .00
.00 1.00 .00 .00 .00 .00 .00 .00 .00
.00 1.00 .00 .00 .00 .00 .00 .00 .00
.00 1.00 .00 .00 .00 .00 .00 .00 .00
.00 1.00 .00 .00 .00 .00 .00 .00 .00
.00 1.00 .00 .00 .00 .00 .00 .00 .00
.00 1.00 .00 .00 .00 .00 .00 .00 .00
.00 1.00 .00 .00 .00 .00 .00 .00 .00
.00 1.00 .00 .00 .00 .00 .00 .00 .00
.00 1.00 .00 .00 .00 .00 .00 .00 .00
.00 1.00 .00 .00 .00 .00 .00 .00 .00
.00 1.00 .00 .00 .00 .00 .00 .00 .00
.00 1.00 .00 .00 .00 .00 .00 .00 .00
.00 1.00 .00 .O0 .00 .00 .00 .00 .00
.00 1.00 .00 .00 .00 .00 .00 .00 .00
TOTALS
.00 23.00
* INITIAL WATERSHED POLLUTION LOADS * * *
* INITIAL LOAD UNITS ARE KILOGRAMS * * *
* * ZERO INITIAL LOADING FOR A LAND * * *
x * USE MAY INDICATE ZERO BUILDUP TIME* * *
LAND
NO. USAGE
101 COMMERCE
102 COMMERCE
103 COMMERCE
104 COMMERCE
105 COMMERCE
106 COMMERCE
107 COMMERCE
108 COMMERCE
109 COMMERCE
iiii COMMERCE
111 COMMERCE
112 COMMERCE
113 COMMERCE
114 COMMERCE
115 COMMERCE
116 COMMERCE
117 COMMERCE
118 COMMERCE
119 COMMERCE
120 COMMERCE
121 COMMERCE
122 COMMERCE
123 COMMERCE
LAND
U3E
NO.
TOTAL 'V'OLUME INITIAL INITIAL INITIAL INITIAL INITIAL IN7TIA! IN1TI'L
GUTTEf' OF LOADING LGADiiJG LGH'DING LOADING LOADING CODING LCADiNG
Lci'Iu:`i ;nT:h- Jf 4F Uf OF uF U.
JF

i J**2FT
BA531 NS ri'r
Ju... aGl n
NH3 - ti
-
- 'O -r
- r
tiGUJ -
%,GD O T
- - ^GL
_ I 4 t
ME i ALc
-------- --------
l6 0li -------
121 ---
---
00 ------
UV -------
.IJ ------
J1 ------
4' 76 -------
.12
)0 16.00 .2i j0 jiJ t3 .3l 44,76 .12
VU 10 V. iC .VV .00 131 .JL 'J.I.i .14
00 16.00 25 00 .00 .15 31 JJ.Ji .14
4 16.00 .19 .00 .00 .11 .25 9189 .10
00 16.00 .06 V. 00 .04 .09 i2.65 .03
00 16.00 .35 .00 .00 73.95 l'3
00 16.00 .02 .00 00 .0i .03 3.89 .01
.i,U l6.0V .1 .Vv .00 Vi ld c6..7 .07
dJ io.vv 14 .00 .UU ,08 ?U i .08
.GG 16.00 .08 .00 GO 05 .12 16.54 .04
)u 16.00 .14 .00 .00 .08 .21 30.16 08
.i)0 16. v0 .13 .00 .00 .08 .19 27.24 .07
.00 16.00 .14 00 .00 .08 .210 19 .08
.00 16.00 .04 .00 .00 .02 .06 8.76 .02
.00 16.00 .05 .00 .00 .03 .07 9.73 .03
.00 16.00 .4 , ? .00 .00 .16 .39 56.43 .15
.00 16.00 .06 .00 .00 .03 .08 11.08 .03
.00 16.00 .19 .00 .00 .11 .27 38.92 .10
.00 16.00 .01 .00 .00 .01 .02 2.92 .01
.00 16.00 .28 .00 .00 .17 .42 59.35 .15
.00 16.00 .29 100 .00 .11 .42 60.32 116
.00 16.00 .24 .00 .00 .14 .35 49.62 .13
TOTALS
.00 368.00
t f t CARD GROUP MI *
TOTAL NUMBER OF FR1NTED GUT-1ERJi:NLEIS...NPRNT.. i
JU°I"Er, OF TIME 3TCr.-) c,ciWccir P'r::iITINGS..IIN cRV..
Km'RTING AND STOPPING PRINTOUT ;;rTES............ v
ii
Q +i
f f * CARD GROUP M2 * * t
GUTTER INLET PRINT CARDS...... 99
MESSAGE FROM SUBROUTINE HYDRO... THE PLOTTING INTERVAL FOR SUBROUTINE HCURVE IS.. I TIME STEPS
END OF TIME STEP 00-LOOP IN RUNOFF.
FINAL DATE (MO/DAY/YEAR) = 3/ 4/84
FINAL JULIAN DATE = 32
FINAL TIME OF DAY = 23.7500 HOURS.
FINAL RUNNING TIME = .8550000E*05 SECONDS.
TOTAL NUMBER OF TIME STEPS = '35

RAINFALL
IN
IN / HP.
1.000 I --------- I
I
I
I
I
I
I
I
(
(
--- I --------- I --------- I --------- I --------- I --------- I-
I
( 4k
( fx
I fx
( ?t
I ?t
I t}
( tx
( }t
I *}
I t}
( }t
( tt
.400 - }t
I tt
I ++?
I t}
( }f
I tt
I tt
I t}
I }t
I }t
.200 - t}
I t}
I t}
I t}}}
I t f
I }} }
I t },?
( tt}} tt
I }ttt t}}}}}
(t}t}tt}}tft}}tt}tt}tt}t tt}}f}}t}}}}tt}tt}}}#}
.000 tt-------- I--------- I--------- I--------- I--------- I--------- I-}t------ I---
.0 4.0 8.0 12.0 16.0 20.0 24.0 28.0
TIME IN HOURS
RAINFALL HYETOGRAPH INLETS 0
HYETOGRAPH FOR RAIN GAGE NUMBER (
I
T
I

---I-
32.0
I
I
I
I
I
I
I
I
I
36.0 40.0
10.000 I---------I---------I---------1---------I---------I---------I---------I---------I---------I---------I
I I
I I
I I
I I
RUNOFF
IN
CFS

j t
I t
I t
I
I t
I t
I t
I t
I ++
4.000 - ++
I ++
I ++
I ++
I ++
I ++
I ++
I ++
I ++
I t+
2.000 - t
I ++
I t+
I ++
I ++
I ++
I + +
I + +
I + ++
.000 +t++++++++t+++++++t++t++------ I--------- I--------++++++++++tI-
.0 4.0 9.0 12.0 16.0 20.0 24.0
TIME IN HOURS
INLET HYDROGRAPH
INLETS

---I---------I--------- I-
29.0 32.0 36.0
0
I
I
I
I
I
I
I
I
I
----I
40.0
THE HYDROGRAPH IS THE SUM OF THE FLOW IN ALL INLETS
1.000 I---------I---------I---------I---------I---------I---------I---------I---------I---------I----
I
I
I
I
I
I
I
I
I
-
'Do
INFIL-
TRATION
IN/ HR
i
I £
I
I +
I
I
I #
I +
I *#
.600 - ff
I it f
I ff
I ?#
I ##
I +? #
i +#
I +? {
I ?+
I ##
.400 - #
I ##
I f f
I ##
I #+
I #f
I ##
I ##
I f#
I #f
.200 - f #
I ##
I ff
I f f#
I # f
I #f f
I f f
I ff# ff
I fff f###f
I #ffffffffff## # ##f{{#fff#ff
.000 #f##fff#ffffff------ I--------- I--------- If------- fff##ff#f#fI--------- I--------- I--------- I---
.0 4.0 8.0 12.0 16.0 20.0 24.0 28.0 32.0 36.0
TIME IN HOURS
INFILTRATION VERSUS TIME
INLETS
40.0
THE INFILTRATION PLOT IS THE ACTUAL INFILTRATION OVER THE PERVIOUS AREA ONLY
# # # --- CONTINUITY CHECK FOR QUANTITY -- - # # #
INCHES OVER
CUBIC FEET TOTAL BAS 1N
TOTAL PRECIPITATION (RAIN PL'O';: iuo. 2.313749E?'•?4 ii2
-TOTAL INFILTRATION 5.46 ?424E-i.3 790
OThl EvnrQ a.ATwN
TOTAL GUTTERiF'IFEi5UBCAT fLUW INLETS .ibo? lE+G4 .ooi
TOTAL WATER REMAINING IN GUTTER 1.014437E+02 004
TOTAL WATER REMAINING IN SURFACE STORAGE 9.679457E+02 .033
INFILTRATION OVER THE PERVIOUS AREA... 5.435424E+03 .376
INFILTRATION + EVAPORATION +
SNOW REMOVAL + INLET FLOW +
WATER. REMAINING IN GUTTER/PIPES +
WATER REMAINING IN SURFACE STORAGE +
WATER REMAINING IN SNOW COVER......... 2.':, 04 E+04 1.003
THE ERROR IN CONTINUITY IS CALCULATED AS
fffff#fffffffffffffff##f#ffffffff#fffff
f PRECIPITATION + INITIAL SNOW COVER f
f - INFILTRATION - f
(EVAPORATION - SNOW REMOVAL - f
(INLET FLOW - WATER IN GUTTERiPIFES - f
(WATER IN SURFACE STORAGE - f
WATER REMAINING IN SNOW COVER t
--------f
PRECIPITATION + INITIAL W COVER #
tftftft##tf##ttff####f#####t#ftfffftt#t

ERROR .............................. -3.145 PERCENT
.....................................................
+ RUNOFF QUALITY SUMMARY PAGE +
+ IF NDIM = 0 LOADS ARE IN UNITS OF KGS---LBS AND +
+ MASS RATES HAVE UNITS OF KGS---LBS/SEC++
IF iNDIM = 1 LOADS ARE IN UNITS OF QUANTITY
+ ANG MASS RATES nRE QUANTITY/SEC
x IF NDIM = 2 LOADS ARE R? UNITS OF CONCENTRATION +
x TIMES VOLUME HND MASS RATES HA'V'E UNITS+
ilf is iJ NI. ENIRMI?J IY MC?7 iVLJIIE; JCI:j!V
x-iE?x*iff.fitlifli7tlrifR'k?itf}fi43f1t+a+:F'#itifit?ltiti4*!Fit?lif+iF*iEk fif
JUJ. JUL !'Ih j - IV 1 -(UY-. L?U IIJ 'vUu i V i : 3L. 'IC I hILJ
u
fl tli L `i I]% L 111]; L Ilk/ L I li1i L ilf IN! L fiI]i L
-------- -------- -------- -------- -------- -------- --------
INPUTS
1. INITIAL SURFACE LOADS.......
2. TOTAL SURFACE BUILDUP.......
3. INITIAL CATCHBASIN LOADS....
4. TOTAL CATCHBASIN LOADS......
5. TOTAL CATCHBASIN AND
SURFACE BUILDUP (2+4).......
REMAINING LOADS
---------------
6. LOAD REMAINING ON SURFACE...
7, REMAINING, IN CATCHBASINS....
8. REMAINING IN GUTTER/PIPES...
REMOVALS
9. STREET SWEEPING REMOVAL.....
10, NET SURFACE BUILDUP (2-9)...
11. SURFACE WASHOFF .............
=2. CATCHBASIN WASHOFF..........
13. TOTAL WASHOFF (11+12).......
14. INSOLUBLE WASHOFF...........
15. PRECIPITATION ...............
16. TOTAL SUBCAT LOAD(13+14+15),
17. TOTAL LOAD TO INLETS........
18. FLOW WT'D AVE.CONCENTRATION
(INLET LOAD/TOTAL FLOW).....
PERCENTAGES
-----------
19. STREET SWEEPING (9/2).......
20. SURFACE WASHOFF (11/2)......
21. NET SURFACE WASHOFF(11/10)..
22. WASHOFF/SUBCAT LOAD(11/16)..
23. SURFACE WASHOFF/INLET LOAD
(11/17) .....................
24. CATCHBASIN WASHOFF/
SUBCATCHMENT LOAD (12/16)...
;;25. CATCHBASIN WASHOFF/
INLET LOAD (12/17)..........
26. INSOLUBLE FRACTION/
SUBCATCHMENT LOAD (14/16)...
27. INSOLUBLE FRACTION/
INLET LOAD (14/17)..........
28. PRECIPITATION/
SUBCATCHMENT LOAD (15/16)...
29. PRECIPITATION/
INLET LOAD (15/17)..........
30. INLET LOAD SUMMATION ERROR
(17-16)/16 ..................
8.15E+00 0.00E+00 7.77E-02.
81.13E+00 0.00E+00 1.97E-:_
4.59E+00 L.30E-0L ,. ,;E-1i,j
4.J3E+00 L,JUE-VL 4. ,E-IiJ
1.21E+01 .'.30E-02 3.4Jt-vL
2.12E-01 0.00E+00 2.06E-03
0.00E+00 0.00E+00 0.00E+00
3.9BE-03 7.33E-03 2.59E-04
0.00E+00 0.00E+00 0.00E+00
8.13E+00 0.00E+00 1.97E-02
1.66E+00 1.61E+00 7.51E-02
4,66E+00 2.33E-02 1.66E-03
1.23E+01 1.10E+00 7.98E-02
0.00E+00 0.00E+00 6.18E-01
7.12E-01 1.82E-02 4.89E-02
1.30E+01 1.71E+00 7.46E-01
1,36E+01 1.71E+00 1.75E-01
1.11E+01 1.39E+00 6.32E-01
.000 .000 .000
94,246 .000 94.246
94.246 .000 94.246
58.765 97.575 10.063
56.420 97.791 9.691
35.778 1.361 .625
34.350 1.364 .602
.000 .000 82.758
.000 .000 79.698
5.458 1.064 6.551
5.240 1.067 6.312
4.156 -.222 9.33'.
y.7oE+uU i.ZOt+ui
4.78E+01 1.20E+0l
2.53E+'0 7.12E+00
2.53E+00 1.12E+0V
7.31E+00 1.91E+01
2.05E-01 5.12E-01
0.00E+00 0.00E+00
1.63E-03 1.04E-02
0.110E+00 G.00E+00
4.78E+00 1.20E+01
4.33E+00 1.06E+01
2,57E+00 7.23E+00
6.90E+00 1.81E+01
o.18E-01 0.00E+00
0.00E+00 2.89E+00
7.51E+00 2.09E+01
7.86E+00 2.17E+01
6.41E+00 1.77E+01
.000 .000
90.549 90.549
90.549 90.549
57.632 51.631
55.070 49.830
34.146 34.518
32.629 33.282
B :.,
.Lt? .000
7.856 .000
.000 13.601
.000 13.307
4.652 3.714
7.75E+17 4.46E+00
7.75E+11 4.46E+00
1.04E+10 3.79E+00
1.04E+10 3.19E+00
7.75E+17 8.25E+00
7.75E+11 1.91E-01
O.OOE+00 0.00E+00
9.79E-05 1.41E-03
0.00E+00 0.00E+00
7.75E+17 4.46E+00
6.33E+04 4.04E+00
1.06E+10 3.85E+00
1.06E+10 7.89E+00
0.00E+00 0.00E+00
0.00E+00 2.22E-03
1.06E+10 7.89E+00
1.11E+10 8.27E+00
2.00E+04 6.74E+00
.000 .000
.000 90.549
.000 90.549
.001 51.209
.001 48.865
99.999 48.763
94.950 46.530
.000 .000
.000 .000
.000 .028
.000 .027
5.316 4.798
WRIGHTSBORO PLAZA, NEW HA1rGiER COUNTY, NORTH CARGLI M'
VENTURE ENGINEERING, INC.- :CS TYPE ii 1 INCH, 24 HOUR STORM EVENT
SUMMARY OF QUANTITY AND QUALITY RESULTS AT LOCATION 99
INFLOW IN CFS. VALUES ARE INSTANTANEOUS AT INDICATED TIME STEP.
LATE TIME fLJW :!J.a Nii3 - N T- v4- uD CJu T61 C Li i[IHLJ
4r? DA'YP HR: M 1 N Fc G G! . lGi i _ MF'i,'I 'iG/L
a4 +;
1164 1 •30,1) {41(11 oYG GoL Jul
L
L
1
?(.JI_
146[+JQ
_4.x113
4/VY 113.2,; ,(iiiy .IJJ L. j'13 J.J41 ,
1
J?j 16 5 .I?313 .131132,+6Fj 06.3013
3i 4/84 3 .U .001 130.165 Q.5513 0.6 '?. '6.0 30 i'.3.7a0 .0113t+0 G 1134.040
341 Y/84 3 45. C' ocis :3.51'13 3.6510 1 .i0o 01.461 LiI.J!+J ,oSGt+06 :10.467
3/ 4/34 4 30.0 .0013 9.310 .991 -.i30 l.o0i 212.1: 657E+06 10.616
3r 4/64 J 113.0 .011 1313.1363 4.0 17
'.'?1Y
.0131
LOG.'JJL
.h3?[+vo
LV/.d0'3
3/ 4/84 6 .0 .018 1:.1 ,3 131 J.iJJ o.02? +.?2a 133.34•• Joo[+t)o l'iil.c14
J/ 4/84 G 45.0 ULO 114 , 3.l /. 3.400 J. JYJ OJ. jJI 1i !1 vYJ JIVCTUO 3'0.02L
J/ 4/84 7 30.0 UGJ 3,513 JYv .tU3 134.:14 Lei LC*LIG 61.555
J/ 4/34 3 15.0 .01134 'o./Jo 2.313 J.iUa 36 .tlio 34. 13. 23[[+00 41 710
3 4/34 9 .0 .039 -.3::1
, 2.212 744 :`.652 65.63 137E+1136 0.178
4/34 3 413.0 .146 ;, Gjl L.Ul•j L.LYJ .4'J0 Y6.0 l/ 7 L[+05 L1, lL.i
3/ 4/84 10 30.0 .197 33.427 1.065 1.j33 16.050 1) 1) .401E+05 15.983
3/ 4/34 11 1
15.0 .215 L3. 138 1.703 1.112, i4,339 35.265 203E+05 13.317
4/84 12 .0 .550 ;.3.771 1.510 1.111 13.060 32.4'io 667E+01 411.680
3/' 4/84 12 45.0 1.9813 1.323 1.009 .083 1.016 4.925 .616E+03 1.023
3/ 4/84 13 30.0 .492 7.890 1.417 .477 3.741 10.742 .192E+03 3.164
3/ 4/84 14 15.0 .286 5.622 1.641'3 .341 2.682 8.777 3 .560E+02 2.273
3/ 4/84 15 .0 .232 't 1.719 .256 2.034 6.92'3 .184E+02 1.732
3/ 4/84 15 45.0 .115 3.352 1.809 .205 1.635 6.033 .715E+01 1.398
3/ 4/84 16 30.0 .136 2.790 1.907 .172 1.350 5.311
97
314E+01
1.158
31 4/84 17 15.0 .105 2.3B7 2.009 .148 11.123 4.896 .152E+01 .971
3/ 4/84 18 .0 .101 2.409 2.043 .137 i.038 4.689 .718E+00 .894
3/ 4/84 18 45.0 .101 2.109 2.053 .131 .991 4.585 .343E+00 .855
3/ 4/84 19 30.0 .100 2.028 2.054 .126 .955 4.505 .173E+00 .825
3/ 4/84 20 15.0 .063 1.791 2.193 .112 .811 4.176 .111E+00 .701
3/ 4/84 21 .0 .044 1.572 2.354 .099 1669 3.850 .764E-01 .579
3/ 4/84 21 45.0 .039 1.460 2.447 .092 .597 3.686 .515E-01 .517
3/ 4/84 22 30.0 .038 1.410 2.489 .089 .566 3.616 .362E-01 .490
3/ 4/84 23 15.0 .037 1.386 2.507 .088 .551 3.584 .276E-01 .478
FLOW WT'D MEANS .230 11.070 1.394 .632 6.409 17.709 .200E+05 6.742
FLOW WT10 STD-DEVS 7.215 9.473 .522 1.040 00.627 26.733 .774E+05 13.682
TOTA L LOADS 19662.900 :3.588 1.711 1776 7.867 21.737 .111E+11 x.275
CUB-FT LBS LBS L633 LBS LBS TOT QUAN LDS
* * * * * RUNOFF SIMULATION ENDED NORMALLY * * * * *
STORAGE BLOCK CALLED.
ENTRY MADE TO STORAGE/TREATMENT MODEL.
STORAGE/TREATMENT MODEL WRITTEN BY UNIVERSITY OF FLORIDA, JUNE 1981. (UPDATED JANUARY 1303.;
WRIGHT'ENGBOROINEER PLAZA 'E HANG''0 C0UNT'i1 NORTH CAROLINA -
VENTU'R'E -?? 1 nr t rtn-:nn
I!6;1 .111 STi?R.M =btwT rIRlGHiaBORG rLn?n, E? HAidO,icr• COUNTY NORTH CHROLiIYtr
VENTURE cidulNE-RING, "C's TYPE If 1 INCH, .. '..OUR 3T0 R,` E'iuiT
WRIGHTSBORO PLAZA NEW ?ANOVER COU14T`il NORTH CAROLINA
VENTURE ENGIiIEERI?JG4 5.;3 TYPE II 1 iNl:H 24 HOUR STORM EVENT
INPUT DATA-5ET OUTFALLS AT THE FOLLOWING ELEMENT NUMBERS:
INPUT DATA SOURCE : RUNOFF BLuCiC
EXTERNAL ELEMENT NUMBED 33
NUMBER OF TIME STEPS 95
TIME STEP SIZE,SECONDS 360.0
NUMBER OF S/T UNITS 5
COST MODEL USED? NO
STARTING DATE 31 4/84
STARTING TIME 0 .00
INPUT/OUTPUT UNITS U.S. CUSTOMARY
TRIBUTARY AREA,ACRES 8.0
FLOW CONVERSION FACTOR .10000E+01
NUMBER OF POLLUTANTS 3
POLLUTANT 1 SUS.SOL
UNITS MG/L
PART. SIZE/VEL. USED?: NO
POLLUTANT 2 TOT COLI
UNITS MPN/L
PART. SIZE/VEL. USED?: NO
POLLUTANT 3 METALS
UNITS MG/L
PART. SIZE/VEL. USED?: NO
MONTHLY EVAPORATION RATES, IN/DAY
JAN FEB MAR APR MAY JUNE JULY AUG SEPT OCT NOV DEC
.100 .100 .150 .250 .300 .600 .600 .700 .500 .400 .100 .100
UNIT CHARACTERISTICS
}?***iFiEs#3liiif«it#«««it««xxxt
UNIT 4 1 .'HARACTERI31IC3
GENERAL UNIT DESCRIPT 6N:
NAME GRASSED SWALE 11
TYPE OF UNIT DETENTION
MAX. ALLOWABLE INFLOW,GFS: .1000E+03
FLOW DIRECTIONS:
BYPASS TO UNIT # 2
TREATED OUTFLOW TO UNIT 4 2
RESIDUALS TO ? IT 4 2
NOTE: UNIT 1l0 IS THE NEXT BLOCK' AND UNIT 20`0 IS ULTIMATE DISPOSAL
POLLUTANT REMOVAL MECHANISM:
POLLUTANT
REMOVAL MECHANISM
MAX. REMOVAL FRAC.
VARIABLE TYPES
COEFFICIENT VALUES
POLLUTANT
REMOVAL MECHANISM
MAX. REMOVAL FRAC.
VARIABLE TYPES
COEFFICIENT VALUES
POLLUTANT
REMOVAL MECHANISM
MAX. REMOVAL FRAC.
VARIABLE TYPES
COEFFICIENT VALUES
DETENTION UNIT CHARACTERISTICS:
SUS. SOL
REMOVAL EQUATION
1.0000
u u 1 O 0 0 0 0 0 0 0
,OO00E+00 .0000E+00 -.3020E-03 .000OE+00 0000E+00 .0000E+00 .0000E+00 OOOOE+00
.OOUGE+00 .0000E+00 .0000c+00 .6500E+00 -.6500E+00 .0000E+00 .0000E+00 .1000E+01
TOT COLI
REMOVAL EQUATION
1.0000
0 O 1 0 0 0 0 0 0 0 0
.OOOOE+00 .0000E+00 -.2000E-02 .0000E+00 .0000E+00 OOOOE+00 .0000E+00 .000OE+00
,OO00E+00 .0000E+00 .0000E+00 .8000E+00 -,8000E+00 .0000E+00 OOOOE+00 ,1000E+01
METALS
REMOVAL EQUATION
1.0000
0 0 1 0 0 0 0 0 0 0 0
,0040E+00 OOOOE+00 -.3028E-03 OOOOE+00 .0000E+00 OOOOE+00 ,0000E+00 .0000E+00
.OO00E+00 ,0000E+00 ,0000E+00 .4500E+00 -.4500E+00 .O000E+00 ,0000E+00 .1000E+01
POLLUTANT ROUTING METHOD : PLUG FLOW
RESIDUALS DRAW-OFF SCHEME: NEVER DRAWN OFF
DEPTH-AREA-STORAGE -FLOW RELATIONSHIPS :
DEPTH,FT S URFACE AREA,SQ FT STORAGE,CU FT TREATED OUTFLOW,CFS RESIDUAL FLOW,CFS
.0000E+00 .5500E+03 .0000E+00 OOOOE+00 .0000E+00
.2000E+00 .9290E+03 .1509E+03 .0000E+00 .0000E+00
.4000E+00 .1273E+04 .3710E+03 .0000E+00 .0000E+00
.6000E+00 .1627E+04 .6621E+03 .0000E+00 .0000E+00
.8000E+00 .1976E+04 .1022E+04 .0000E+00 ,000OE+00
.1000E+01 .2325E+64 ,1450E+04 .0000E+00 ,0000E+00
.1200E+01 .2798E+03 ,1965E+04 .7000E+00 ,O000E+00
.1400E+01 .3271E+04 .2512E+04 .2120E+01 .O000E+00
.1600E+01 .3744E+04 ,3273E+04 ,3900E+01 .0000E+0O
,1800E+01 .4217E+04 .4069E+04 .6020E+01 .0000E+00
.2000E+01 .4690E+04 .4360E+04 .3400E+01 OOOOE+00
SLUDGE GENERATION:
POLLUTANT DETERMINING SLUDGE GENERATION : SUS.SOL
CONCENTRATION IN SLUDGE, MG/L .8000E+06
MAXIMUM SLUDGE DEPTH,FT .2000E+00
INITIAL CONDITIONS:
ttfffttttf+tfttfttttttt+f
UNIT # 2 CHARACTERIST CS
tftfffftttttttt+t+tftf++t
GENERAL UNIT DESCRIFTIGN:
NAME cu_•iWri?c
T'irE ur ?Jir'i C.; iL: i?
lA.? AL.uNAINFLuI;,._F k+'J3
FLOW DIRECTIONS:
3YrA33 T'; liiri i 4 3
E.:TEG i rLi;,w TO UNIT
RESIDUAL3 Ti; JNIT i 3
DOTE: UNIT iui iS THE 'tir 1 0 uG'r; „ND uNiT X00 i3 ULTIMATE iiiSFOSAI
POLLUTANT REMOVAL MECHANISM.
POLLUTANT SUS.SOL
REMOVAL MECHANISM REMOVAL EQUi
MAX. REMOVAL FRAC. 1.0000
VARIABLE TYPE3 0 0
COEFFICIENT vALUES .OOOOE+00
.0000E+00
aiION
I U 0 0 U 0 0 it 0
.000OE+00 -.3028E-03 .0000E+00 .0000E+00 .0000E+00 .0000E+00 .0000E+00
.0000E+00 .0000E+0+1 .5510E+00 -.6500E+00 .0000E+00 .OOOOE+00 .1000E+01
POLLUTANT TOT COLT
REMOVAL MECHANISM : REMOVAL EQUATION
MAX. REMOVAL FRAC. 1.0000
VARIABLE TYPES 0 0 I 0 0 0 0 0 0 0 0
COEFFICIENT VALUES : .0000E+00 .0000E+00 -.2000E-02 .OOOOE+00 .0000E+00 .0000E+00 .0000E+00 .0000E+00
.0000E+00 .0000E+00 .0000E+00 .8000E+00 -.8000E+00 ,0000E+00 .0000E+00 .1000E+01
POLLUTANT METALS
REMOVAL MECHANISM REMOVAL EQUATION
MAX. REMOVAL FRAC. i.000U
VARIABLE TYPES 0 0 1 0 0 0 0 0 0 0 0
COEFFICIENT VALUES : .0000E+00 .0000E+00 -.3028E-03 .0000E+00 .0000E+00 .0000E+00 .0000E+00 .0000E+00
.0000E+00 .0000E+00 .0000E+00 .4500E+00 -.4500E+00 .0000E+00 .0000E+00 .1000E+01
DETENTION UNIT CHARACTERISTICS:
POLLUTANT ROUTING METHOD : PLUG FLOW
RESIDUALS DRAG-OFF SCHEME: NEVER DRAWN OFF
DEPTH-AREA-STORAGE-FLOW RELATIONSHIPS :
DEPTH,FT SURFACE AREA,SQ FT STORAGE,CU FT TREATED OUTFLOW,CFS RESIDUAL FLOW,CFS
.0000E+00 .1440E+04 .0000E+00 .0000E+00 .OOOOE+00
.2000E+00 .3014E+04 .4514E+03 .0000E+0O .0000E+00
.4000E+00 .4708E+04 .1230E+04 OOOOE+00 .000OE+00
.6000E+00 .6342E+04 .2335E+04 .0000E+00 .0000E+00
.8000E+00 .1916E+04 .3166E+04 .000OE+00 .0000E+OO
.1000E+01 .3610E+04 .5525E+04 .000OE+00 .0000E+00
.1200E+01 .1021E+05 .1507E+04 .1050E+01 .O000E+00
.1400E+01 .1482E+05 .3610E+04 .3180E+01 .O000E+00
.1600E+01 .1142E+05 .1183E+05 .2330E+01 .OOOOE+00
.7800E+01 .1202E+05 .1418E+05 .4520E+01 .0000E+OO
.2000E+01 .1263E+05 .1664E+05 .6300E+01 .0000E+00
SLUDGE GENERATION:
POLLUTANT DETERMINING SLUDGE GENERATION : SUS.SOL
CONCENTRATION IN SLUDGE, MG/L .8000E+06
MAXIMUM SLUDGE DEPTH,FT .2000E+00
INITIAL CONDITIONS:
VOLUME CU FT .216CE+03
POLLUT4 T CONCENTRATIONS
SUS.SOL, MG/L .0000E+00
TOT COLI, MPN/L .0000E+00
METALS , ilGiL .0000E+00
#ff##ff######f####f#ff#f#
UNIT # 3 CHARACTERISTICS
ffff#f##f##f+#4###+f4tF+++
GENERAL UNIT DESCRIPTION:
'NAME T1-AND ?T :r3E 4.
TYFE uF UNIT DETEiiTIiN
1;- iL j4HO II+FI_, iV, i. . 111 60E+:Jj
FLOW DIRECTIONS:
BYPASS 10 UNIT #
TREATED OUTFLOW TO JINIT # 4
RESIDUAL'S TIC :NIT 4
NOTE: UNIT ;.;: iS THE NEXT BLOCK AND UNIT 1 0 115 ULTIMATE liISF'OSAL
POLLUTANT REMOVAL IMEr_HANISM:
POLLUTANT SUS.S0L
REMOVAL MECHANISM E;'UI
MAX. rt11OVAL RAC. l.ijillif)
nn?vnr._ it it
Yhf ?lnoLC IYr;=o .
rr
CCEFFiCIEiyT 'Aluw .0000E+0111
.0000E+00
;TIU.1
i V U U 0 0 U U U
0000E+06, -.3018E-03 .0000E+00 .0000E+00 .0000E+00 .0000E+00 .0000E+00
.0000E+OV .0000E+00 .600E+00 -.6100E+00 ,0000E+00 .0000E+00 .1000E+01
POLLUTANT : TOT COLI
REMOVAL MECHANISM ZE'i90VAL EQUATION
MAX. REMOVAL FRAC. : 11.0000
VARIABLE TYPES 0 4 1 0 0 0 0 0 0 0 0
COEFFICIENT VALUES .0000E+00 ,0000E+00 -.2000E-02 .0000E+00 .0000E+00 .0000E+00 .0000E+00 .0000E+00
.0000E+00 .0000E+00 .0000E+00 .8000E+00 -.3000E+00 .0000E+00 .0000E+00 ,1000E+01
POLLUTANT : METALS
REMOVAL MECHANISM REMOVAL EQUATION
MAX. REMOVAL FRAC. : 1.0000
VARIABLE TYPES 0 0 1 0 0 0 0 0 0 0 0
COEFFICIENT VALUES : .0000E+00 .0000E+00 -.302BE-03 .0000E+00 .0000E+00 .0000E+00 .0000E+00 .0040E+00
,0000E+00 .0000E+00 .0040E+00 .4500E+00 -.4500E+00 0000E+00 ,0000E+00 .1000E+01
DETENTION UNIT CHARACTERISTICS:
POLLUTANT ROUTING METHOD : PLUG FLOW
RESIDUALS DRAW-OFF SCHEME: NEVER DRAWN OFF
DEPTH-AREA-STORAGE-FLOW RELATIONSHIPS :
DEPTH,FT SURFACE AREA,SQ FT STGRAGE,CU FT TREATED OUTFLOW,CFS
.0000E+00 7610E+03 .0000E+00 .0000E+00
.2000E+00 .1626E+04 .2388E+03 .0000E+00
.4000E+00 .2489E+04 OJ033E+03 .0000E+00
.6000E+00 .3353E+04 .1235E+04 .0000E+00
.8000E+04 .4216E+04 .1391E+04 .0000E+00
.1000E+01 .5080E+04 .2921E+04 .0000E+00
.1200E+01 .7567E+04 .4186E+04 .2100E+01
.1400E+01 .1005E+05 .5940E+04 .6360E+01
.1600E+01 .1254E+05 .8207E+04 .1170E+02
.1800E+01 .1503E+05 .1036E+05 .1806E+02
.2000E+01 .1752E+05 .1421E+05 .2520E+02
SLUDGE GENERATION:
POLLUTANT DETERMINING SLUDGE GENERATION : SUS.SOL
CONCENTRATION IN SLUDGE, MG/L .8000E+06
MAXIMUM SLUDGE DEPTH,FT .1000E+00
INITIAL CONDITIONS:
VOLUME CU FT .1140E+03
POLLUT4T CONCENTRATIONS
SUS.SOL, MG/L .0000E+00
TOT COLI, MPN/L .0000E+06
METALS , MG/L .0000E+00
RESIDUAL FLOW,CFS
.0000E+00
.0000E+00
..0000E+00
.0000E+00
.0000E+00
.0000E+00
.0000E+00
.0000E+00
.0000E+00
.0000E+00
.0000E+00
ff?ff##fffiFiEfffffttt+f+tt
UNIT # 4 CHARACIER1cS
ffiE?4tf#tfftfft+tt4+ttftf
GENERAL UNIT .,:SCR: I= i_"i:
- - - - -
A
MH L_ :ItrL , TD :L
FLOW DIRECTIONS:
BYPASS TO UNi7 4 5
TREATED u;,, -;-.:n TO UNIT it 5
RE3IDUAL3 TO A 1 n 5
NOTE: 'UNIT i I5 THE NEXT BLOCK AND UidiT Oi 15 ULTIMATE DI6FOSAL
POLLUTANT REMOVAL MECHANISM:
FJLLU hlll
`NT
REMOVAL MECHANISM
MAX. REMOVAL FRAC.
VARIABLE TYPES
COEFFICIENT VAL'uES
POLLUTANT
REMOVAL MECHANISM
MAX. REMOVAL FR'AC.
VARIABLE TYPES
COEFFICIENT VALUES
SUS. SOL
REMOVAL EQUATION
1.0000
U U 1 U V U J ) 0 0 G
.0000E+00 .OOOOE+00 -.3028E-03 .0000E+00 .OOOOE+00 .0000E+00 .0000E+00 .0000E+00
,0000E+60 .0000c+00 .0006E+01) .0500E+00 -.0500E+00 .0000E+00 .0000E+00 .11000E+01
TOT COLI
REMOVAL EQUATI0IJ
1.0000
i? 0 1 0 0 0 +) ) u
0000E+00 .0000E+00 -.2000E-!2 0000E+00 .00i!OE+00 .0000E+00 .0000E+00 .0000E+00
,0000E+00 .0000E+00 .0000E+00 .0000E+00 -.BOOvE+00 .0000E+00 .0000E+00 .1000E+01
POLLUTANT : METALS
REMOVAL MECHANISM REMOVAL EQUATION
MAX. REMOVAL FRAC. 1.0000
VARIABLE TYPES 0 0 1 0 0 0 O 0 0 0 0
COEFFICIENT VALUES : .0000E+00 ,0000E+00 -.302BE-03 .0000E+00 .0000E+00 .0000E+00 .0000E+00 ,0000E+00
.0000E+00 ,0000E+00 .0000E+00 .4500E+00 -,4500E+00 .0000E+00 ,0000E+00 ,1000E+01
DETENTION UNIT CHARACTERISTICS:
POLLUTANT ROUTING METHOD : PLUG FLOW
RESIDUALS DRAW-OFF SCHEME: NEVER DRAWN OFF
DEPTH-AREA-STCRAGE-FLOW RELATIONSHIPS :
DEPTH,FT SURFACE AREA,SD FT STORAGE,CU FT TREATED OUTFLOW,CFS RESIDUAL FLOW,CFS
.0000E+00 .3800E+03 .0000E+00 .0000E+00 .0000E+00
.2000E+00 .52iOE+03 .3010E+02 .0000E+00 .0000E+00
.4000E+00 .6020E+0J .2084E+03 .0000E+00 .?O00E+00
.6000E+00 .8030E+03 .3549E+03 .0000E+00 ,0000E+00
.8000E+00 .3440E+03 .5296E+03 .0000E+00 ,0000E+00
.1000E+01 .1085E+04 .7325E+03 .0000E+00 .0000E+00
.1200E+01 .3635E+04 .1205E+04 .2100E+01 .0000E+00
.1400E+01 .6185E+04 .2106E+04 .6360E+01 .0000E+00
.1600E+01 .8735E+04 .3o7 9E+04 .1110E+02 .0000E+00
.1000E+OI .1129E+05 .5680E+04 .1806E+02 .0000E+00
2000E+01 .1334E+05 .3193E+04 .2520E+02 .0000E+00
SLUDGE GENERATION:
POLLUTANT DETERMINING SLUDGE GENERATION SUS.SOL
CONCENTRATION iN 3L6DGE, MG/L .8000E+06
MAXIMUM -SLUDGE DEPTii,FT .2000E+00
INITIAL CONDITIONS:
VOLUME CU FT .1330E+03
POLLUTANT CONCENTRATIONS
?U3.SOL, MG/L .0000E+00
TOT COLI, MPN/L .0000E+00
METALS , MG/L OOOOE+00
ff}ffffffttftttfttf}tft++
UNIT ;# 5 CH HhAGTERI'oT:_S
}}ttttttttttt++tft+tx+4++
GENERAL UNIT DESCRIPTI_?
11 N ;
FLOW DIRECT 10"43;
BYPASS TO UNiT iF 200
TREAT ED OUI LOW 10 UNIT n 2003
RESIDUALS Tu UNIT 4 2;!0
NOTE: UNIT 1;'.i iS THE NEXT BLOC' AND JdIT 200 IS ULTIMATE DISPOSAL
POLLUTANT REMOVAL MECHANISM:
POLLUTANT SUS.SOL
REMOVAL MECHANISM : REMOVAL EQUATION
MAX. REMOVAL FRAC. 1.0000
VARIABLE TYPES 0 0 1 0 0 0 0 0 0 0 0
COEFFICIENT VALUES : .0000E+00 .0000E+00 -.3026E-03 .0000E+00 .0000E+00 .0000E+00 .0000E+00 .0000E+00
.0000E+00 ,OOOOE+00 .0000E+00 .6500E+00 -.6J00E+00 .0000E+00 .0000E+00 .1000E+O1
POLLUTANT : TOT COLI
REMOVAL MECHANISM : REMOVAL EQUATION
MAX. REMOVAL FR'AC. 1.0000
VARIABLE TYPES 0 0 1 0 0 0 0 0 0 0 0
COEFFICIENT ALUES : .0000E+00 .0000E+00 -,.000E-02 .0000E+00 .0000E+00 .0000E+00 .0000E+00 .0000E+00
.0000E+00 .0000E+00 .0000E+00 .3000E+00 -.300yE+00 .0000E+00 .0000E+00 .1000E+01
POLLUTANT METALS
REMOVAL MECHANISM REMOVAL EQUATION
MAX. REMOVAL FRAC. 1.0000
VARIABLE TYPE. 0 0 i 0 0 0 0 0 0 0 0
COEFFICIENT VALUES .0000E+00 .0000E+00 -.3028E-03 .0000E+00 .0000E+00 .0000E+00 .0000E+00 .0000E+00
,!);;j)E+00 .0000c+00 .00000+00 .4J 00E+00 -.4500E+r?0 .0000E+00 .0000E+t]0 .1000E+01
DETENTION UNIT CHARACTERISTICS:
POLLUTANT ROUTING METHOD : PLUM FLGW
RESIDUALS DRAW-OFF SCHEME: NEVER DRAWL OFF
DEPTH-AREA-STORAGE-FLOW RELATIONSHIPS :
DEPTH,FT SURFACE AREA,SQ FT STORAGE,CU FT TREATED OUTFLOW,CFS RESIDUAL FLOW,CFS
.0000E+00 .7915E+04 .0000E+00 .0000E+00 .0000E+00
.2000E+00 .1094E+05 .1691E+04 .0000E+00 .0000E+00
.4000E+00 .1390E+05 .4375E+04 .0000E+00 .0000E+00
.6000E+00 .1666E+05 .1451E+04 .0000E+00 .0000E+00
.6000E+00 .1982E+05 .1112E+05 .0000E+00 .0000E+00
.1000E+01 .2219E+05 .1538E+05 .0000E+00 .0000E+00
.1200E+01 .3168E+05 .2083E+05 .2100E+01 .0000E+00
.1400E+01 .4058E+05 .2805E+O'j .6360E+01 .0000E+00
.1600E+01 .4948E+05 .3106E+05 .1170E+02 .0000E+00
.1800E+01 .5837E+05 .4184E+05 .1806E+02 .0000E+00
.2000 .6721E+1)5 6041E+05 .2J2Ot+112 ,0000E+ij0
SLUDGE GENERATION:
POLLUTANT DETERMINING SLUDGE GENERATION : SUS.SOL
CONCENTRATION I#J KjDGE, MG/L .3000E+i)6
MAXIMUM SLUDGE DEF'Td,FT .2000E+00
INITIAL CONDITIONS:
"CL'UME CU FT .2791E+04
POLLUTANT CONCENTRATIuNS
SUS.SOL, MG/L .0000E+00
TOT COLI, MPNIL .0000E+00
METALS , MGIL .0000E+00
DATE TIME UNIT PARAMETER fLUA STORAGE DEPTH SL'S.50L TGT GOLI METALS

-------------
------- ---- ""---------------
---------- F I
---------- i i MI]!L
---------- ---------- MPNI
----------
----------
iMAR 4, 1384
it.. , ,30'71 +1(' "0? +':IJ 1 7JC+6
-T
17C LI W, r y ,ti l'_ -
iJG1CTUL - - .?
:400ttUJ ,-.cr
.?}1i?
oiPA33 ;Lr -CaE+.iii
r ?. -, Tom' ?. ,

ATCL L I r Luvi = ;

v?+: - - 210E ?)

if (. tij4'+
>>OE lE+(I
ii
Ul
F.CZ?iJIIML FLUi4
....:.. T.
...,! Ii)C)Efo 1 li+'OE+l i)
ENAININd
tit FiH - 1133E}!!I)
C4 hr h.AI I?IN '?
. i 1. ?':It-l1J - - - - -
MAR 4, 1984 233 l INFLOW, TOTAL v48 9E-02 - - 1132E+03 .5399E+06 .9065E+02
-INFLOW NET 433E-u1 - - 1131E+03 539,3E+46 31965E+i)2
'00"',+60
(iljiiGE+ili)
:
9191110E+(li1
i h.Ch ICU UU If LUW .'VCTVII - - UUCj 01, +Q0 ,0000E+
0 i!lyE tliU
a:E31DUAL FLOW ±j6 E+00 - - 0004E+00 ij';Q0E+00 .0000E+0u
REMAI471NG - .1002E+03 - - - -
uEr, TH - - i323Etijl - - -
c-V'--KFt !ON it-;-Jr--Os
-
- -
-
-
MAR 4, 1384 345.00 1 iNFLOW,TOTAL 3141E-u2 - - 1377E+03 :523'+0 ' .i'38E+u3

iw u-W, 1ET -`''-
Q,Tlc-Oi
- loric+Ilp
- 0513E+06 iu'GE+03
itYr'AS3 0 0E+00 - - .0000E+00 .0040E+00 .4000E+00
TREATED OUTFLOW viAvc+OU - - jGOQE+OU .0000E+40 0000E+00
?:E3'DUAL FLOW vuij'jE+OiI - - {;404E+ijij .0000E+04 .00011E+00
R:ENAii11N13 - .131uET0a' - - - -
DEP'TH - - .1736E+40 - - -
E'VAPOR'ATION .1213E-03 - - - - -
MAR 4, 1984 5 v'0 i Ii1FLow,TOTAL 930'"`-02 - - 1332E+03 .6506E+06 .1098E+03
INFLOW,NET 3361E-02 - - .1362E+03 ,6506E+06 .I%'3GE+03
8`rPA33 )VOV'r 40 - - 4440E+44 .0000E+00 (iijijOE+OI
TREATED OUTFLOW 0Ov0E+OO - - 0000E+44 .0000E+00 .0004E+00
RESIDUAL FLOW 0000E+00 - - 0000E+00 .0000E+04 0000E+00
REMAINING - .1709E+03 - - - -
DEPTH - - .2181E+00 - - -
EVAPORATION "'"0E-03
•lJ: - - - - -
MAR 4, 1984 615.00 1 INFLOW, TOTAL .1946E-01 - - .1258E+03 .5757E+06 .,3834E+02
INfLOW,NET .1348E-01 - - .1258E+03 .5757E+06 .9834E+42
BYPASS OOOOE+00 - - OOOOE+00 .4000E+00 .0000E+00
TREATED OUTFLOW .0000E+00 - - .0000E+40 .0040E+00 .0000E+00
RESIDUAL FLOW .0000E+04 - - 0000E+00 ,OOOOE+00 0000E+00
REMAINING - .1354E+03 - - - -
DEPTH - - .2765E+00 - - -
EVAPORATION 1538E-03 - - - - -
MAR 4, 1984 730.00 1 INFLOOW,TOTAL .6012E-01 - - .3680E+02 .39118E+06 .7072E+02
iNFLOW,NET 6012E-41 - - 9680E+02 .3328E+06 .7012E+02
BYPASS 0uuk v - - 0000E+00 0000E+00 OOOOE+00
TREATED OUTFLOW .0000E+O0 - - .44110E+O4 .0004E+00. .0040E+00
RESIDUAL FLOW .0004E+Ou - - 0000E+00 0000E+40 OOOOE+00
REMAINING - .3382E+03 - - - -
DEPTH - - .4183E+00 - - -
LVAPOR HA_iON .10"QC-03 - - - - -
MAR 4, 1'384 845.00 i ;11FLOii,TOTAL .,1135E-01 - - .5835E+02 .1139E+06 .3707E+02
INFLOWINET .5165E-01 - - .5B35E+02 .1783E+06 .3707E+02
BYPASS .4444E+00 - - 4444E+04 .O000E+00 .0000E+00
TREATED OUTFLOW .0000E+O0 - - 0000E+00 .0000E+00 .4400E+00
RESIDUAL FLOW .0044C+00 - - OOOOE+00 .0000E+00 .0000E+04
REMAINING - .7933E+03 - - - -
DEPTH - - .6762E+04 - - -
EVAPORATION .1547E-03 - - - - -
MAR 4, 1984 10 ,00 1 1NFLOW,TOTAL 1502E+00 - - 3836E+02 .6,322E+05 .2005E+02
1NFL0W1NET 1501E+40 - - 3836E+42 .6922E+05 .2005E+02
BYPASS O4G0E+UO - - ,0000E+00 .0000E+00 OOOOE+00
TREATED OUTFLOW .0000E+00 - - OOOOE+00 .0000E+00 .11044E+00
RESIDUAL FLOW 0044E+Oi1 - - .0000E+00 .000OE+00 0000E+00
REMAINING - .1347E+04 - - - -
DEPTH - - .9510E+00 - - -
EVAPORATION 2411E-03 - - - - -
DOTE TP E jNIT PARAMETER; FLOW STORAGE uEF_TF JU-0.JGL TGi CGLI METALS
:7S Cu F I r 1 1 u!L MPIr'%L I.iL
I
-------- ------- ---- ---------------- ---------- ---------- ---------- ----------- ---------- --------
DATE TIME UNIT 'P'ARAMETER FLOW STORAGE DEPTH SU'S.SOL TOT OOLI MEALS

-------------

------- ---- '- ------------'-
;F?
----------
U FT
---------- FT .- .'
r. i„L
---------- ---------- PN r'
Mf(!L
----------
ail
----------
MAR 4, 1936f: 11 %J - ,
Llf LL W.!i C.I - ...OJL LadC+IiJ
?i rr?HJJ . i?rQ i - - ;L+lj iii,
' f X11 [J `JV ? I L'_!? _.•j[T1I ?f - ?' i:1LC+Vi. . JJ?l4E+!15 _ y ;:tTli?
R.C3i.Ur,L rLUYI :ifhilr TU i_+ii
f:E Ai 1141.3 - i09i CTUY - - - -
Utrlr7 - - lilbC ttii -
u.
INFL OW,TOTAL 493E+0 0
-
- •ii c+02
J3b4E+y)J
i+)E+112
INET
iNFLOW -433E40 - - G
J1 E
+02 5364E+1i5 .510E+0'2
_
r71(MJJ vl)i l lf[T.1V - _
1
- ..JU000+IiIJ ,III;1)Qt+lf 1l 0E+
T„C icD OUTFL?? U;Oc+qii - - 6 0 0E+00 6000E+'+v 0-00E+60
RESIDUAL FLU""' ;;i0iiE+ j:jijQE+Qij
REMAINING - .6732+03 - - - -
DEPTH
-
-
3+)841+Cu) -
-
-
EVAPORATION .5730E-OS - - - - -
MAR 4, 1984 1230.00 i iirFLOW,TOTAL 4QJOc+01 - - .4008E+01 .2201E+04 .3253E+01
iNFLOW,NET .4600E+01 - - .4008E+01 .2201E+04 .328E+01
BYPASS .0000E+00 - - 0000E+00 .0000E+00 .0000E+00
TREATED OUTFLOW .3368E+01 - - .9441E+01 .1148E+04 .5580E+01
RESIDUAL FLOW 0000E+00 - - 0000E+00 .0000E+00 .0000E+00
REMAINING - .3606E+04 - - - -
DEP''H - - .1534E+Oi - - -
EVAPORATION
. /ii3E-03
-
-
-
-
-
L iNFLOW,TOTAL Jock +01 - J
- .j44!C+OI .1748E+04 598+)E+01
i1iFLOw,i+ET .oaooc+01 - - .9441E+01 .1748E+04 .5980E+01
0 YPA3S )6Oc+00 - - :i000E+00 .6000E+00 .0000E+00
TREATED OUTFLOW ,'ia4E-01 - - .0000E+00 .0000E+00 .0000E+00
AESIDUAL FLOW i)OOK40 - - ,0000E+00 .0000E+00 ,0000E+00
REMAINING - .5625E+04 - - - -
DEPTH - - . I i30c+0 i - - -
EVAPORATION .1404E-02 - - - - -
3 INFLOOW,TOTAL 1904E-01 - - .0000E+00 .0000E+00 V000E+00
INFLOW,NET 7964E-01 - - 0000E+00 0000E+00 .0000E+00
BYPASS 0000E+00 - - .0000E+00 .0000E+00 .0000E+00
TREATED OUTFLOW .VOGUE+00 - - 0000E+00 .0000E+00 .0000E+00
RESIDUAL FLOW 0000E+00 - - .0000E+00 .0000E+00 .0000E+00
REMAINING - .1783E+03 - - - -
DEPTH - .1493E+nO - - -
EVAPORATION .2037E-03 - - - - -
MAR 4, 1984 1345.00 1 INFLOW, TOTAL .4421E+00 - - ,1597E+01 .1621E+03 .3043E+01
INFLOW,NET .4427E+00 - - .1597E+01 .1621E+03 .3043E+01
BYPASS .0000E+00 - - 0000E+00 .0000E+00 ,0000E+00
TREATED OUTFLOW .5517E+00 - - .1405E+01 , .1501E+03 .9816E+00
RESIDUAL FLOW .iO000E+00 - - .0000E+00 ,0000E+00 6000E+00
REMAINING - .1807E+04 - - - -
DEPTH - - .1138E+01 - - -
EVAPORATION .33837E-03 - - - - -
'NFLOW,TOTAI .JJ17E+00 - - .1405E+01 .1501E+03 .9876E+00
iNFLOW,NET .liliI OU - - .1405E+01 .1501E+03 .9876E+00
BYPASS .0000E+00 - - .0000E+00 .0000E+00 .0000E+00
TREATED OUTFLOW .91321+00 - - .1874E+01 .1555E+03 .1992E+01
RE31DUAL FLOW .;)OOOE+00 - - 0000E+00 .0000E+00 .0000E+00
REMAINING - .7084E+04 - - - -
DEPTH - - .1157E+0i - - -
EVAPORATION .14J7C-02 - - - - -
3 it LOWITOTAL 91321+00 - - .1874E+01 .1555E+03 .1992E+01
iNF'LOW ,NET .9132E+00 - - .1874E+01 .1555E+03 .1992E+01
o'i P'33 +00 - - OOij0E+00 0000E+00 .0000E+00
TR:EATci OUTFLOW 1141E+O1 - - .5831E+01 .2800E+03 .5116E+01
RESIDUAL FLOW C, C-+u0 - - 16000E+00 ,0000E+00 01100E+00
r1r,A 1111 NG - .3504E+04 - - - -
LCf i it 109,EtOI - -
ctiA'rORATI01r 9?i1?E-OS - - - - -
DATE TIME u I: frr,,H EIE. FLOW STORr+GE DEFTri SU?.?GL TOT I:GLI -:EiALS

------------- ------- ----
----------------- :F3
---------- ;U FT Fi
---------- ---------- MGiL
---------- MPN/L
---------- S; `L
----------
Af LU;1,i?TML :+1[T''! - ?D3/ETU1 Ldtlilc+ilj DC+I:)1

J f f riJJ .,?T!I L! - - ,'J is i0E+ii - -iii) j[+1222
E. _i U_I _+ - --i)i - - 5960E+ui IDJSC+IIO DC*iIl
,,
_JI L fLVI?
VIILTtIt
,V(1>.)tl[Tili_I _n•
,1 ETIIII
f Ci'n 11V 1IVl. - .l'tlUC TI'vi - - - -
E 0
10 8

_ t1af LJ V1 10TAL , 1312[T01 - ,JJDUE TUI .1-772+0 3 730E+t11
llif LUA,IIEI 135.E+v1 - - ,.l:DUCTUI 10 95C+0 3 i36E+01
C, 1 f M03 . ?,IJ.ji,Ct?jQ - - .l-!i i)OE+J{j , .000*ttQv . 4 ,V?C+?)il
;E icJ VJ!fLUM jijE+i)j - - ilijQE+t)!I E+ij0 vJUE+00
fl.cam rLGW 771E+2jil - - !Iv oc+IiIJ 0, 0 ii0E+0 0 J.,E+00
RE i Il lI ii - 369E+i•4 - - - -
DEPTH
-
- 4G+DC+I)Ij
-
-
-
LVHP'GRATION 215Oc-u2 - - - - -
MAR 4, 1984 i5 .OV 1 INFLOW, TOTAL Z"oc+QU - - .4370E+01 2258E+02 .1196E+J1
INFLGW,NET i33DCTUU - - 4310E+01 258E+02 .1196"E+01
i7tr as 0 0 0 +ijij - - OOOE+00 .017021E+00 EV
TREATED OUTFLOW .2467E+00, - - 37.5E+01 .4702E+02 .2u50E+01
RESIDUAL FLOW i+;ijij+00
- -
0000E+00
0000E+00
01u00E+00
REMAINING - .1627E+04 - - - -
DEPiH - - .10o0E+01 - - -
EVAPORATION -7597E-03 - - - - -
2 INFLOW, TOTAL 2461c+00 - - ,3135E+01 .4702E+02 2050E+01
INFLOW,NET 2467E+00 - - .3795E+01 .4702E+02 .2050E+01
BYPASS 0000E+00 - - .0000E+00 .0000E+00 .u1ij0E+00
TREATED OUTFLOW 3504E+00 - - ,1340E+01 .1552E+03 It 4E+01
RESIDUAL FLOW 0000E+00 - - 0000E+00 ,0000E+00 ,0000E+00
REMAINING - .6149E+04 - - - -
DEPTH - - .1063E+u1 - - -
EVAPORATION .1410E-02 - - - - -
a INFLGW,TOTAL 3584E+00 - - .1340E+01 .1552E+03 .1614E+01
INFLOW, NET iSCYC+OO - - 2340E+01 .1552E+03 .167 14E+01
0 PAao JvVOE+il0 - - ji100E+0;j ij,OE+QO %ij0E+00
TREATED OUTFLGW fkj 5c+uu - - .2095E+01 .5871E+02 .24291E+01
rcaiDUAL FLOW uQooc+00 - - .0000E+00 .0000E+00 0'j00E+00
REMAINING - .342c+0
4 -
-
-
-
DEPTH - - 1335E+ijl - - -
E'VAFORATION .1982E-i"3 - - - - -
4 IirFLOW,iOTAL 4025E+00 - - .2095E+0 1 5872E+02 .2282E+01
INFLOW,NET 40,LJE+00 - - 2095E+01 .5871E+02 .2281E+U1
D'YPAS' OOOOc+JO - - 0000E+00 .0000E+00 .0000E+00
TREATED OUTFLOW ti99E+00 - - ,2089E+Q1 . .1477E+02 .2271E+01
RESIDUAL FLOW .00"OF+Oij - - 0000E+00 .000OE+00 .0000E+00
REMAINING - .8107E+43 - - - -
DEPTH - - ,1037E+01 - - -
EVAPORATION 2'24`E-03 - - - - -
5 INFLOW ITOTAL .4199E+00 - - .2089E+01 1477E+02 .2211E+01
iNFLOW,NET .4199E+00 - - .2089E+01 .1477E+02 .2271E+01
BYPASS .0000E+00 - - 0000E+00 .0000E+00 .0000E+00
TREATED OUTFLOW uQUVE+00 - - 0000E+00 .0000E+00 .0000E+00
RESIDUAL FLOW OOOOE+00 - - 0000E+00 .0000E+00 .OOOOE+00
REMAINING - .6226E+04 - - - -
DEPTH - - .6423E+00 - - -
EVAPORATION 2530E-02 - - - - -
MAR 4, 1984 1615.00 1 INFLOW,TOTAL .1622E+O0 - - 3074E+01 .4601E+01 .1280E+0I
INFLOW,NET .162E+00 - - 3074E+01 .4607E+01 .1256E+u1
oYPA3S .00OJE+00 - - .6000E+00 .0000E+00 .0000E+00
TRRLATED OUTFLOW 17 7E+00 - - 2559E+01 .1407E+02 ,1462E+01
R'ESiDUAL FLOW WOVE+OV - - 0000E+00 .OOOOE+00 .0000E+00
REMAINING - .1513E+04 - - - -
JCf1f1 - - .1047E+0I - -
c'iAPORATIGN 35LtiE_os - - - - -
DATE T T1,_ _ .. r.
lrlt ulriT FARnIlrc.ER -W
r -? -j
?IVrh!$
DEF1H
5
u5. CL
TGT CL!Li
METAL:

-------- ------- ---- -----------------
---------- ?.U f I
---------- F T
.._-_______ y
M!]/ L
---------- MPN/ L
---------- *M L
_____-----
..
`
_!11 ?LIl, lit. L+1515 - +i.l • 1"i?l [.. E t'•l
rf'iP, A .3. Lt1iti - - t";I, u;illE tini __
h cn; ED UUIfi_ ;ttlA) - - ,? t; ?ij;,EtIJ +
. 10UrIL rLjIY tijl) ,Ij'tt?n! E+i.
-
D CF in
E'"-ORATION 1491E-?!? - - - - -
J Ii L6W,;uTWL .207?)c+0i) - - ,623'E+00 .9205E+p2 3 02E+i:u)
I;FLGW!NET
201vEt0;)
- -
6233E+00
.9205E+02
.9502E+00
L_ ha Eti) i - - iipfjE+pil ;jppi)E+Oi) 0600E+00
RCfi lCL 5U IfLLW 6926E+00 3109E+0''
L .1115E+01
-cr-
oIDUAL FLOW
< '-
Etuj - - •r • o
u00vc •;nrrJE+i)
jlir
p
OE
;: tii)
1NIN11
-'EMA - :1047 04 - - - -
.
ucrTn - - 1±l ilt t!Ij - - -

4 1tIfLUW, {UIHL ?i;;iEtiji - - ,o'326t+00 .3109E+6 2 .1115ET011
'Ir LuW,ivET Etw - - 0926E+00 ,3101E+u2 .1115E+Ui
BYPASS isjijiiE+1919 - - ijii)U'E+00 .0000E+00 .0000E+00

F, Il"D
-
triIL OUTFLiiW
-.. ; -
+00

- -
=?.?C-
.5275E+00
r.1n
.6522E+0i
n.
]141E+0ii
r"Co
iDUAL FLOW vv;'uC*UU - - v'000E+00 .00110E+00 .00019E+00
y
RLIIAi NINE - .1805E+03 - - - -
DEPin - - 1020E+01 - - -
EVAPORATION I:4 GC-u5 - - - - -
3 INFLOW,TOTAL 2251E+UO - - 5275E+00 .6322E+01 .9141E+pi)
iNFLiiW,4'ET 251E+00 - - .5215E+00 .6322E+01 .9141E+00
jYPASS )000E+uu - - .0000E+00 1OE+00 .i)Ou0E+p0
REATED OUTFLOW .0000E+00 - - 0000E+00 .0000E+00 .0000E+00
RESIDUAL FLOW .0000E+00 - - .0000E+00 .0000E+00 .0000E+00
REMAINING - .9431E+04 - - - -
DEPTH - - .7112E+00 - - -
EVAPORATION .26 SE-02 - - - - -
MAR 4, 1984 1730.00 1 INFLOW, TOTAL .1045E+00 - - ,2350E+01 .1351E+01 .9540E+00
iNFLOW,NET .1045E+00 - - 2350E+01 .1357E+01 9540E+00
BYPASS 0000E+00 - - 0000E+00 .0000E+00 .0000E+00
TFEATED OUTFLOW ,1019E+00 - - ,1756E+01 .5180E+01 .1061E+01
RESIDUAL FLOW Oi;i0E+00 - - 0000E+i)ij 01100E+00 0000E+00
F:ENIAINING - .1529E+04 - - - -
ic I - - 1030E+Ui - - -
EVAPORATION .3461E-03 - - - - -
INFLOW,iOTAL .1013E+1119 - - .1756E+01 .5180E+01 .1061c+U1
INFLOW,NET 1079E+00 - - .1756E+01 .5180E+01 .1067E+01
BYPASS ) E+00 - - 0000E+00 .0000E+00 .0000E+00
1REATEU OUTFLOW 121E+00 - - .6003E+00 . .3215E+02 .9152E+00
RE3IDUAL FLOW vjv c+i)0 - - 0000E+00 .0000E+00' .0000E+00
Itol INIP?G - .5158E+04 - - - -
DEPTH - - .1024E+01 - - -
E'vAPORATION . i6tV C i)2 - - - - -
3 i1vFLOW,TOTAI 1231E+00 - - .6003E+00 .9215E+02 .3152E+00
:NFLOW,NET .i237E+00 - - .6003E+00 .5215E+02 .9152E+00
BYPASS vv0E+00 - - ,00190E+00 .0000E+00 .0000E+00
TREATED OUTFLOW 1375E+00 - - .5185E+00 .3111E+02 .1020E+01
FESIDUAL FLOW O0v0 E+00 - - .0000E+00 .OOOOE+00 .0005E+00
REiiAINING - .2999E+04 - - - -
DEPTH - - .1012E+01 - - -
EVAPORATION .7574E-03 - - - - -
4 INFLOW, TOTAL 1375E+p0 - - .5785E+00 3111E+i)2 .1020E+01
INFLOW, NET .1375E+00 - - .5785E+00 .3111E+02 .1020E+01
BYPASS jijUVE+9V - .0000000 .0000E+00 .01900E+00
TREATED OUTFLOW 1408E+00 - - .3580E+00 .6228E+01 .7423E+00
R-SIDUAL FLOW 00(ii)E+00 - - 0000E+00 .0000E+00 .0000E+00
REMAINING - .7624E+03 - - - -
DErIH - - .1013E+01 - - -
EVAPORATION .1805E-03 - - - - -
DATE 1 iiit Ui,i ! hMiilt I cr•. -Jr! J I L7HUC ucr In ?UO. i,4iL i UT 'sULi is HL-

_____________ _______ ____
._____._______-__- .?
---------- Ilu f I
_._________ f 1 (IUiL
_-__-_____ _-_____--_ IIPN/L
-__-______ 110/.
______-___
.W, IIJIHL jJOVC ri;l .p;,,;OCr:il ' -.-c 111'.1
a,i?c- _ - - ar',G c 26E+01 42?E+ini
_Ir n=,i r'I+i -' - jour r0ti) i;iil lr it+0
i'CH ICJ .UI' C. r'.iil C+ _IV ,;'1)111 E 1!ll Il 6It+110
'C3I UVHL fLUY) '.Jli11E}I)Q ,ilOUllE+llt) ?;i;l!1E}i)1)

c-'n CE +1101
/ J 20
LPDF:ATION ?- -c-02 - - - - -
MAR 4, 1984 1345. 0C) I INFLDW,TOTAL iiiiGE+00 - - "'4E+01 .3396E+00 .3604E+00
INFLDW,NET 1 16E+00 - - 2124E+01 .3696E+00 S6u4E+Oki
BYPASS (i iljE+OO - - 0000E+00 0000E+OO Oj,JE+OO
Ti E'TED 7UTFL%i; »L+I?V- - - i536?+01 .230 E+Oi 3,514E+iiO
111E,51DUAL FLOW i1Ecj - - :i000c+1)i) j0i)IE+1111 )C' E+*()
,EI'l'i NG - .1526E+04 - - - -
uEr'in - - .1029E+01 - - -
cvAPOFATIuN 7462E-03 - - - - -
2 INFLuW,TuTAL J,j»c+00 - - 1386E+01 .2307E+01 .8,514E+00
I1iFLuW,ivET i0U»E+OU - - .1356E+01 .2307E+01 .8814E+00
i+YPASS j I1j0E+0a - - . '000'+00 0000E+00 .0000E+Of)
HATE-
T EAI?u OUTFLOW '
r-:
ig E+00

- rn!r

- ,,.49E+00 r?,ncr

. "c+02

9121E+00
RESIDUAL FLOW ,IOGE+ti;j - - .1006E+00 .0000E+00 .0000E+00
REMAINING - .5716E+0» - - - -
DEPTH - - .IV 19E+1ji - - -
CYHPORA iUN
J IN LUA,IUIHL .J343E+00 ,,3225E+lIL .?1L1E+00
INFLOW, NET 10<<c+110 - - 5949E+00 .3225E+02 .9121E+00
6YPh6S v?OVi'JC+OO - - .0000E+00 oOOOE+OO .0000E+00
TREATED OUTFLOW .i05-E+00 - - 50rj3E+00 .3114E+02 .`?590E+00
RESIDUAL FLOW 0011E+Ov` - - .lj®00E+00 .0000E+00 .0000E+00
REMAINING - .2982E+04 - - - -
DEPTH - - .1010E+Oi - - -
EVAPORATION 7525E-03 - - - - -
4 INFLOW, TOTAL .1035E+OO - - .5093E+00 .3114E+02 .9590E+00
INFLGW,NET .1035E+00 - - .5093E+00 .3114E+02 .959OE+00
BYPASS .0000E+00 - - .0000E+00 .0000E+n0 .0000E+00
TREATCD uUTFLGW ii+40E+00 - - 2711E+00 .6223E+41 .6443E+00
RESIDUAL FLOW .0000E+00 - - 0000E+00 .0000E+00 .0000E+00
REMAINING - .7554E+03 - - - -
DEr-'TH - - 1010E+01 - - -
EVAPORATION .1750E-03 - - - - -
5 INFLOW,iOTAL 1040c+00 - - .2711E+00 .622'3E+01 .6443E+00
i1iFLGW,NET .1040E+00 - - .2111E+00 .6229E+01 .6443E+00
2YpAS113 .0000E+00 - - .0000E+00 .0000E+00 .0000E+00
TREATED OUTFLOW 0000E+00 - - .0000E+00 , ,0000E+00 .0000E+00
RESIDUAL FLOW 0000E+00 - - 0000E+00 .0000E+00 ,0000E+00
REMAINING - .1075E+05 - - - -
DEPTH - - .7301E+OO - - -
E''iAPDRATIDN .2o26c-02 - - - - -
MAR 4, 1984 20 .00 i iNFLuW,TOTAL .34»oc-Oi - - .1929E+01 .1362E+00 .7737E+00
iNFLuW,iJET »»0?-01 - - .1929E+01 .1362E+00 .7787E+00
6`r'FA3,5 :j0 c-+00 - - i `OOE+00 .0000E+00 .0000E+00
TREATED OUTFLOW JLvic-01 - - .1133E+01 .1042E+01 .7323E+00
RESIUU L FLOW 00ia'ETiiu - - .0000E+00 .0000E+00 .0000E+00
R.CMmiNING - .1516 +04 - - - -
DEPTH - - .1025E+01 - - -
c mrut:H ION 114ir-U3 - - - - -
2 IivFLuW,TOTAI 1207E-1ji - - .1133E+01 .1042E+01 .7323x'+00
IFLOW,NET -L1,11, E-01
-
- .1133E+01
.1042E+01
.7123E+00
61PASS !1000E+110 - - 0000E+00 .0000E+O0 .0000E+00
TREATED OUTFLOW .9705E-01 - - J1J7E+00 .7004E+02 .8514E+00
n,ESIDUAL FLOW 1000E+00 - - 0000E+00 .0000E+00 .0000E+00
r:EIN AINI NG - .5104E+04 - - - -
DEPTH - - .1013E+01
-
-
-
EvAPORATION 1593E-02 - - - - -
DATE TIME -INiT A RrYETER LGW STGi?N
uc -U EPTn IuS.?GL TuT COLI "ETAL9

_____________ _______ ____
---------------- .i J
---------- _
4U f i f l
---------- ---------- ilU! L
---------- Ilf rY%L
---------- i'??]/ L
----------
iYi LUrI, IUIIYL -
+
ti.la
L!vYET . {,
:YLTIi:i
rT

.. JVl1L f L'JA .4.L Ttlti - , --.;LT:I . , ;IliliLT kj,, %t+':11

UCf in - ,l;iij-Etti; - - -
C'iMrif,m11oil , JC-V.) - - - - -
+ 1tirLU-llI 11L ;74jC-V1 - - .47472+00 118E+UL 7 JGE+110

NFLOW,iJET
_._,C _
J
7-O1
`
47471c1+00
..; ioE+i'
1 1t

900E+001
'; 0000E+00 010 0E+ OO
nEnTcL GuTFLGw :i6iE-111 - - 292E+.0 ,6235E+01 .5925E+00
Rc3iuuAL FLOW )roc+010 - - 600E+1101 00100E+00
))0E+110
R.[Ili'YIiV 111] - ./J41E+0
u[r i l - - 1111111+ 11 _ _ _
E'VAPOR'ATION .1140E-013 - - - - -
5 itrFLU"W, TOTAL 161c-01 - - 2'292E+i)0 6235E+01 .5925E+00
Ii.FLGW,NET .9761E-01 - - ..291E+00 ,6235E+01 .5125E+00
BYPASS -000E+00 - - 0000E+00 .0000E+00 .0000E+00
TREATED 'OUTFLOW .0000E+00 - - i-jOE+00 0000E+00 .0000E+00
RESIDUAL FLOW .(.)Q jc+00 - - i 0f)0E+00 .0000E+00 .,00001E+00
REMAINING - .1119E+05 - - - -
DEPTH - - 8033E+04j - - -
EVAPORATION 2075E-02 - - - - -
MAR 4, 1984 2115.00 1 INFLOW,TOTAL 432;c-01 - - .1549E+01 .7182E-i)1 .5662E+00
INFLGW,NET .4321E-01 - - .1549E+01 .7182E-01 .5662E+00
BYPASS .JvJOE+00 - - 0000E+00 .0000E+00 .0000E+00
TF;ci+TED OUTFLOW 45'?4E-01 - - 9655E+00 .5641E+00 .6228E+00
Rc
OIDUAL FLOW GO60E+00 .0000E+00 .0000E+00 00601E+00
_
UCl' Ih . 1VLLC T
EVAPORATION .407E-03 - - - - -
L 0 LUW
iuTAL .4-34E-U1 - - .'7b5Jt+OV .5681E+Oi1 .6228E+00
;
INFLOW,ivET Y?7YC-V1 - - .9655E+00 .5681E+00 .6228E+00
3Y'rASS 0 E+00 - - .0000E+00 0000E+00 0660E+00
TREATED OUTFLOW 5325c-01 - - .5112E+00 .6114E+02 .B292E+00
RESIDUAL FLOW vvvOc+00 - - 0000E+00 .0000E+00 .0000E+00
REMAINING - .5629E+04 - - - -
DEPTH - - .1010E+01
-
-
-
EVAPORATION .1395E-02 - - - - -
3 INFLGW,TOTAL JjLSC-01 - - 5I12E+00 .6114E+02 .9292E+00
!NFLGW,NET .5'i25E-01 - - .5112E+00 .6114E+02 .8232E+00
B'IF'ASS OOV0E+00 - - 0000E+00 .0000E+00 .0000E+00
TREATED 'OUTFLOW .6,77E-01 - - .4572E+00 .3121E+02• .91233E+00
RESIDUAL FLOW 0000E+00 - - 0000E+00 .0000E+00 .0000E+00
REMAINING - .2956E+04 - - - -
DEPTH - - .1006E+01 - - -
EVAPORATION .7452E-03 - - - - -
4 INFLOW, TOTAL 5317E-01 - - .4572E+00 .3121E+02 .9123E+00
INFLGW,NET .6577E-01 - - .4572E+00 .3121E+02 .9123E+00
BY-ASS 6660E+00 - - ,vvv0E+00 .0000E+00 .0000E+00
TREATED OUTFLOW 6564E-01 - - ,2032E+00 .6242E+01 .5606E+00
Rc3iDUAL FLOW .v0v0E+00 - - 0000E+00 .0000E+00 .0000E+00
REMAINING - .7462E+03 - - - -
DCfTri - - .1004[*01
EVAPORATION 1613E-OS - - - - -
5 iirFU)W,TOTAL .6564E-01 - - 2i)32E+00 .6242E+0I 5606E+1}0
if"FLGW,irE-1 .656;c-vi - - 2032E+00 .6242E+01 5iw 6E+UV
01ra3S Oi)vvt-+i)u - - u0 l)0c+0 YOOOE+GU ,)000E+00
TREATCu OUTFLOW vV-,-EL OV - - .0000E+00 .0000E+00 .0000E+00
RC0,DUnL FLOW V0'JVCTVU - - .0000E+00 .0000E+00 .0000E+00
?:EiIAiNiivG - .1154E+05 - - - -
OEr'TH - - .3199E+0
i)
-
-
-
r. iHrGRATIGN 711E-02 - - - - -
DATE TIME JNIT PARAMETER FLuW ;STORAGE LEPTy SUS. SL TOT COLI METAL

------------- ------- ----
----------------
---------- CU FT FT
---------- ---------- i1G/L
---------- MPNIL
---------- 813
----------
MAP. 4, 1934 2 1;i... F L I J TOTAL c-:;: - - tiiLL.Ji 3 is-)i 7:a6ctiLl
vrLuri,(Yt; -.i - - i_LTUi _8c']t _,E+l, j
t(r i5•; ;1111',+ ii; r Fr;ii
!rttRlcL uuirLun 4.?IA) .4000ic"u(i ?GGC*tf;i
'Cal JUP L; I LU1Y , iCT!JV PjC T,)1, ,lllti lllC? jl. , ,'? jtt?l{?
:CCIINIiiliY l} - .lYOVLTi14 - - - -
dCrlf? - - i,Ji 1CTV1
[aNi'ur•:H'liuii ,OY:IC-Ij6 - '
it LUw, I U I HL C-U1 - - 36461+110 411192E+60
0:30++f)1J
1111 L'un, HL'I OV t-Vi E+;jU . `tUU2E+t`,1i:i DOGE+fjO
oirHaa ;,j+i)0 j)f)jE+ij,.i i(iEt!i0
'
--- IlL J'.lll LLw --iC?JI - J11 Ltil!I ,t,li7(I. TUc :i1CTli11
,lv
''.C6 i LUML r LU4 , Vliijt tl iij - , •;P:I iiit+(.iil , ii[}ijijE+1119 , _ , ?,,iiE+1119
573S Tll
Utr (n - 1 CTU1 - - -
c'vhruiATiUi? ia4t-02 - - - - -
3 iNFLOW,TOTAL ii oc-0i - - :Jli7c+;)11 6131E+02 aavlc+a{j
;ii LOW,NET -;9 c-01 - - 5117E+00 .6131E+0 2 .3Z`)IE+UU
BYPASS lu:)c+UO - - 0000t+00 .000OE+00 000E+60
Tk:EATED OUTFLOW 4059E-O1 - - 4079E+00 .2900E+02 .a36iE+00
Rt-!DUAL FLOW 0000E+01) - - ODE+oo 000OE+00 iij i{)E+00
REMAINING - 1
.2-944E +u4
DEPTH - - ,1u04E+O1 - - -
CYA''PORATION _4ir'c-03
It iii(LOW,TOTAL 4059E-01 - -
11 40769E+00 .26300E+02 .3361c+00
il
14 'FLGW,NET
4159E-01
- -
.4079E+00
.2900E+02
.8361E+00
o`iPA55
i)
.000;)c+0
- -
OOOOE+00
.0000E+00
.0000E+00
inEATcD OUTFLOW rt093E-Ui - - .1863E+00 .6248E+01 .Ko5E+0 i1
RESIDUAL FLOW .OOi)0E+00 - - 0000E+00 .0000E+00 .6000E+00
REMAINING - .7413E+03 - - - -
DEPTH - - .1004E+01 - - -
EVAPORATION .i64OE-03 - - - - -
5 INFLOW, TOTAL 14033E-01 - - .1863E+00 .6248E+01 .5385E+00
INFLOW, NET 405aE-01 - - .18666E+00 ,6248E+01 J851+00
DYP
nSS 0uii0c+00 - - ,i000E
+00 OOOOE+00 .0000E+00
_

i M I Cr? u UU I r LGii ,ii"E+C{J

V•J4 J - - _

OG+QV
.(%00 r,

.0,000E+00

iQO +
0E 0Il
.
RESIDUAL FLOW ')0001+00 - - 0v00E+00 OOOOE+00 ii'00E+00
R:E1?AiNING - 1175E+05 - - - -
DEPTH
-
. tlZ']JCtij:
-
-
-
tVAPuRATiON 1-7,_
(.3vlc-0Z - - - - -
MAR 4, 1984 2345.00 1 114FL'W,TOTAL jIi- UI - - 13731+01 ,2431E-01 .41 747E+00
iNFLGW,NET .3723E-Oi - - .1378E+01 .2481E-01 .3747E+00
d''iPA55 U(J1iJt+UU - - .0000E+00 .01J00'+00
OOOOE+00
TREA T cu OUTFLOW 564E-01 - - 0285E+00 , .2128E+00 .579E+00
RESIDUAL FLOW ,000OE+00 - - 0000E+00 .0000E+00 .0000E+00
REMAINING - .1479E+04 - - - -
DEPTH - - .1010E+01 - - -
EVAPORATION .3400E-03 - - - - -
2 1114;FLGW,TOTAL .13634E-01 - - .3285E+00 .2118E+00 .579E+00
iIdFLGW,IJET 364E-01 - - .0285E+00 .2728E+00 .5279E+00
BYPA55 .0000E+00 - - 0000E+00 OOOOE+00 .0000E+00
TREATED OUTFLOW .3614E-01 - - .5122E+00 .6188E+02 .83610E+00
RESIDUAL FLOW .0000E+00 - - .0000E+00 .0000E+00 .0000E+00
REMAINING - .5592E+04 - - - -
DEPTH - - .1007E+01 - - -
EVAPORATION .1393E-02 - - - - -
3 INFLOW, TOTAL .3614E-U1 - - 5122E +0U 6155E+02 .3310E+(li)
INFLOW,NET 3614E-01 - - .5122E+00 .6188E+02 .8310E+00
B`iPA55 0000E+00 - - .0000E+00 .0000E+00 0000E+00
I iCEA T ED OUTFLOW • JJC'JL-{J1 - t+00 .2006E+02 .56631E+00
RESIDUAL FLOW +jt) i)E+00 - - .60110E+00 .0000E+00 .000OE+60
REMAINING - 942E+04 - - - -
Lr d - - .1006Ctol - '
c+rruR.ATiOIJ i4i'JC-i;; - - - - -
DATE Tr JIV1T YhKM.CTEK FL-q c) F,huC LErTH SUS. SOL TGT GGLi "EY"ES

------------- ------- ---- ---------------- i, 7
---------- l:u r T
---------- r T iiui L
---------- ---------- iMPN/L
---------- ';ii L
----------
Y Iwr LOW, 0lnL .vJJVJC-V1 _ LJJ 3 C+t11J 'Oijf [t?:l?
i IVY LU W,(ICI :I1 NETj<
OYP H:7J , iris; _i?+tl?;i - - , i)Q(IlE+illl , i);)(1(IE tail --,IE+!I?
TREA i to JU T FLOW 1 E+oi' 4E+vl E+
R'?SiDJ;I I LJiV C+V+/ - U l ic. !)U 00r,+ i j jC+tlll
'EMAlONG ,Ilj[ttJ j - - - -
DEPTH - - 11)lijCTljl - -
EVAP0RATIOI 10;2E-0? - - - - -
5 iNFLOW,TOTAL 355 c-01 - - .1719E+00 .6254E+01 .51 0E+00
1NFLGWINET .Z55 E-Oi - - .i7i3"E+1)i, .6254E+O1
, ? ?!?E+pii
;YPA55 Vo0,iiE+00 - - .0000E+00 .00
00E+v0 ;ic+0i1
T RE l T Ei; 3U T FLEW ,,E+{ 0 - - . , C)00E+00 .0600E+()0 +il l
rtcaIUUHL ?LJW UV Vc+ii ; - - i UQk+(jQ UQ0OE+O0 P. J iE+
r,EMAiN1NG li' UC+l+S - - - -
DEPTH - - 3161E+;;) - - -
EVAPORATiuiv ?'J4lC?I?s - - - - -

UidIT r:itF6RMA1rLE irlrr.._j a; cJTl„E SlriliLATi
13 n +,
1 31 •», J i(1 T6 i4AF i934 1 2345.1:03
N 1 T rlF-HIIC I Cr Ci = Jam. ] L L r`_:
1 INFLOW, TOTAL 1763ET0.] 1331E TU1 1. ETli .0-27 Ctol
iNFL0W,NET 1]rJCTUJ 1JJICTQ: 111,E+i1 0 0 C+01,
i YF'AS3 v0i;',+iE+tjii i30E+i; j.+., Y, )c ViAkic QV
TREATED OUTFL6v .1623E+u0, 7166E+01 :JJOCTI? JJO/E+i11
Rc3IDUAL FLOW Lj000E+0i3 .0000E+0ij "i i;ttijj 0 cu30c+u0
REMAINING 1479E+04 .642E+0i oeljETiO 6c9c+C1
LPubl U'_ttl 1UIJ ,iJ]I C+1ii - - -
1?FLOW,TOTAL .1023E+00, 7166E+i;1 li .3387E+01
INFLOW,NcT 132 40 J 7166t+01 ,;ioc+lu J58iE+O1
BYPASS 0000E+Jv 0 u30ET01 .+0E+0i1 .0000E+00

TREATED OUTFu3w ,,?
l2/3E+0,, ?.
.)48L-+01 ._
»o,vc:+09 ,:
JY:]6c+01
RESIDUAL FLOW E+00 ... ;;jc+00 .0000E+00
REMAINING 5592E+04 3684E+:ji 1:5; lE+i,i 215i)E+Oi
EVAPORATION .7463E+02 - - -
3 INFLOW, TOTAL .1210E+05 .,-404E+Oi .4o' '.IET;j1 .3 »30-E+01
INFLOW,NET l i JEt()J .1Qirtl!; - :-iz V J400E+011
BYPASS %vU1jE+00 .00001E+O0 ;;?T00 iiJUET/jU
TREATED OUTFLOW i i6E+04 i1JL
E+ i 6oct0d c4y9LTG1
KC.7I DUAL FLOW t tY. _
v ljcr,i, -;.ETI;v -Iii,A'QVI
REMA1N1NI.3 4LE+04 .,;JlJCTtJI -,. ?CTI/J .7J.LJLTIAi
EVAPORATIOJ .3334ct02 - - -
4 INFLOW, TOTAL .5'i16E+04 ,2132E+Ui .;J60'E+V8 .2474E+01
INFLOW,NET .9916E+04 .2132E+01 .9960E+08 .2444CT01
BYPASS .0000E+00 .0000E+00 "u VC+00 .0000E+00
TREATED OUTFLOW ,3297E+04 .1719E+Oi .3646E+08 .2083E+01
RESIDUAL FLOW .000, 0E+00 .U*000E+00 .Ouu0E+00 .0000E+00
REMAINING .1403E+03 .4126E+00 6320E+08 .3613E+00
EVAPORATION .1159E+02 - - -
J INFLOW, TOTAL .9297E+04 .1719EE+01 .3646E+00 .2033E+01
INFLOW,NET .3297E+04 .1719E+01 .3646E+00 .2083E+01
BYPASS ,0000E+00 .0000E+00 .0000E+00 .0000E+00
TREATED OUTFLOW .0000E+00 .0000E+00 0000E+00 .0000E+00
RESIDUAL FLOW 0000E+00 .0000E+00 OOOOE+00 .0000E+00
REMAINING .1190E+O0, .1713E+01 .36i6E+08 .2083E+01
EVAPORATION .1362E+03 - - -

STORAGE/ TREATMENT PLANT PERFORMANCE SUMMARY FOR _ 3_ilULATIGNi MAR' 4 1954 T"
, , 0 i7 iu iiAF: 4, 19 84 , ..iTJ.'JV/
Ph('.hlitlC(. -?ULUiiC - UL Li (?iC?7iU

-----
---------- .:U i
TOTAL -----
TO PLANT --; oiE+,3= lo??E v -7-T: .j ;
TOTAL TO NEXT BLO11f; : OOO-40 vuvu + , ; . JGi- ET.v uG; :;ETu i
TOTAL TO ULT. OISP. 0000E+00 ."JO00E+01 000E+00 0 v00E+0
•i
REMAINING IN PL-NT :65c+UJ 3`,E+« 111JCT11 5 6E+01 'Ll
TOTAL EVAPORATION JJ4C* J _ - -
t 4 4 # t ji :nGci Ii:cnTMcNi ;,i il'JLhI liJl1 c"'ircll irURilALLt t t + k r

ENDPR06RAM BLOCK CALLED.
f + t STORMWATER SIMULATiOi ENDED; NORMALLY f { + + }
Stop - Program terminated.
... ""M as r+'t i
JL-
State of North Carolina
Department of Environment, Health, and Natural Resources
Divi,'on of Coastal Management
225 North McDo,,,dl Street • Raleigh, North Carolina 27602
James G. Martin, Governor July 10, 1992 Roger N. Schecter
William W. Cobey, Jr., Secretary Director
Mr. Jeff Zimmer
Wrightsboro Plaza, Limited Partnership
P.O. Box 2628
Wilmington, NC 28402
REFERENCE: DEM ID 92-264, Nationwide Permit Application for an
activity located in New Hanover County, NC.
Dear Mr. Zimmer:
The NC Division of Coastal Management has reviewed the above
referenced application for a Nationwide Permit received 06/11/92 pursuant
to Section 307 of the Coastal Zone Management Act of 1972 as amended.
Based upon our review, we have determined that the proposed activity is
consistent with the North Carolina Coastal Management Program provided the
following conditions are met.
1. The activity described in the above referenced application qualifies
to receive one of the Nationwide Permits described in 33 CFR Part 330 with
the exception of numbers 17, 21, 24, and 34 which were found inconsistent
with the North Carolina Coastal Management Program.
2. A 401 Water Quality Certification is received, where required, from
the NC Division of Environmental Management.
This letter does not relieve you of the responsibility to insure that
all other State authorization and/or permit requirements are met prior to
implementation of the project. Please feel free to contact Mr. Steve
Benton at [phone] if you have any questions or need further
assistance.
Sincerely,
Roge N. Sc a 'r
cc: Jim Herstine, Division of Coastal Management, Wilmington
John Abrney, NC Division of Environmental Management, Raleigh
Wilmington District Engineer
ATTN: CESAW-CO-E
11.0. Box 27687, {L;les- 'kill Carolina 27611-7637 Telephone [phone]