HomeMy WebLinkAbout20063441.tiff � Weld County Planning Department
SOIITHWEST BUILDING
�^ St. VY`a V lley DEC 0 7 2006
S�h°°1 D�m�t RECEIVED
Weld County Planning DeD2rtment
December 5, 2006 GpE€l�y �f-F'rr
Kim og�e DEG � � 2006
Weld County
Planning Department ��("�����
4209 Weld County Road 24 1/2 rT�
Longmont, CO 80504
RE: St. Vrain Lakes Filing One PUD Final Plat{Situate in Sections 35 and 36, T3N, R68W}
Dear Kim:
Thank you for referring St. Vrain Lakes Filing One PUD Final Plat to the School District. The District has reviewed
the development proposal in terms of (1) available school capacity, (2) required land dedications and/or cash-in-
lieu fees and (3) transportationlaccess considerations. Upon review, the School District finds that it does not
oppose this development at this time. The reason for this position and other relevant information is as follows:
• Although the 125% Capacity Benchmark is expected to be exceeded at the elementary and middle
school levels in this feeder, the applicants have agreed to mitigate their impact on student enrollment
by either contributing funds or assisting in the construction of a new school. Even with mitigation, the
the Mead Elementary and Middle schools are likely to experience crowding in the short-term.
. At the high school level, additional capacity will become available as High School 7, approved under
�,., the 2002 Bond, is constructed in 2009. This facility will relieve crowding at Skyline High School.
• This application proposes to dedicate a 10.2 acre elementary school site to the District. As part of this,
the District requests that the applicants enter into a dedication agreement with the District prior to the
approval of this plat, and that the site be conveyed to the District at recording of the plat.
Should this development be approved, the options for managing the short-term overcrowding in these schools may
include adding modular classrooms and implementing split or staggered schedules as needed. Other options may
include, but not be limited to, implementing year-round schools or asking voters to approve new bonds for
additional school facilities or a mill levy for additional operating funds. It should be noted that a lack of operating
funds may be a factor in delaying construction and occupancy of new school facilities in this area.
Detailed information on the specific capacity issues, the land dedication requirements and transportation impacts
for this proposal follow in Attachment A. A land dedication is required with this project and there are comments on
pedestrian access included in the attachment. The recommendation of the District noted above applies to the
attendance boundaries current as of the date of this letter. These attendance boundaries may change in the future
as new facilities are constructed and opened. If you have any further questions or concerns regarding this referral,
please feel free to contact me via e-mail at searue qlenC�D.stvrain.k12.co.us or at the number below.
Sincerely,
�yJ/� �
Gle� n Segrue,-AICP
Planning Specialist
Enc.: Attachment A—Specific Project Analysis
Cash-in-lieu chart
�
ST.VRAIN VALLEY SCHOOL DISTRICT PLANNING DEPARTMENT.395 SOUTH PRATT PARKWAY,LONGM-
TOILLION,DIRECTOR. PHONE 303-682-7229. FAX 303-682-7344. ZQQ6-3QQ�
�!
� �iti>>ict,�.(�_CcciUJ i�����.1.c:�� �L I��S
ATTACHMENT A-S�ecific Proiect Analvsis
PROJECT: St.Vrein Lakes Filing One PUD Final Plat
� (1) SCHOOL CAPACITY
The Board of Education has established a District-wide policy of reviewing new development projects in terms of the
impact on existing and approved school facilities within the applicable feeder system. Any residential project within the
applicable feeder that causes the 125% school benchmark capacity to be exceeded within 5 years would not be
supported. This determination includes both existing facilities and planned facilities from a voter-approved bond. The
building capacity, including existing and new facilities, along with the impact of this proposal and all other approved
development projects for this feeder is noted in the chart below.
CAPACITY INFORMATION CAPACITY BENCHMARK
pw a ywleumu ewumne,yrva uawrvM���sma awuem unyaup
Schaol Building Stdts. Sttlt. 2008-2001 2007-2008 2008•2008 2009-2010 2070-3071
Level Capacity Oct-05 Impact Stdh Ce . Stdts Ca . StAts CeO� Sttlla Ca . atEla ca .
Elamentary 504 442 721 483 98% 557 i11% 854 110% 758 iS0% 873 173X
Mitldle 380 319 55 317 83% 344 91% 398 104% 457 719% 50B 7J�%
High Sc�ool 1323 1382 60 1428 108°h 7502 174% 1572 119% 7888 128% 1780 8896
High School 5 750 .� �:s ' "� y+"� � .545 73%
Total 2957 236 2228 2403 2822 2875 � 2541
'smaama nam new nousinq ere eaeea accom�nq�o e s yeer e��moot o�epvrovee via�s wimin me acnooi ieeaer.
Specific comments concerning this proposal regarding School Capacity are as follows:
• Specific Impact-This application will add as many as 548 new single-family dwelling units along with an unspecified
number of multi-family units with a potential impact of at least 236 additional students in the Mead Elementary, Mead
Middle and Skyline High School Feeder.
• Benchmark Determination— Of the schools in this feeder, Mead Elementary and Mead Middle are both projeded to
exceed 125% of capacity in 5 years with students from this development. However, the applicants have agreed to
mitigate their impact on school capacity and have signed the attached Mitigation Agreement.With that agreement, the
School District considers the issue of exceeding capacity in the feeder as resolved.
• Additional Capacity Impacts-An additional high school is available for the Weld County area through the 2002 bond
and is scheduled to open in 2009.This new facility is included in the capacity calculations of this referral.
� • Mitigation Options—As mentioned, the applicants have agreed to mitigate the impact of this development on student
enrollment through the use of voluntary capital mitigation payments. In addition to that, the applirants and the School
Distrid are also currently discussing the possibility of Carma Colorado, Inc. either building or fronting ihe cost of
constructing a new school with the School District reimbursing those costs over time.
• Phasing Plan —The School Distrid received a phasing plan from the applicant in March of 2005. That construdion
schedule is reflected in the chart above.The District would appreciate a more current plan as it becomes available.
(2) LAND DEDICATIONS AND CASH IN-LIEU FEES
The implementation of the Intergovernmental Agreement (IGA) Concerning Fair Contributions for Public School Sites by
Weld County requires that the applicant either dedicate land directly to the School District along with provision of the
adjacent infrastructure and/or pay cash-in-lieu (CIL) fees based on the student yield of the development. CIL fees only
provide funds for land acquisition, which is only a small component of providing additional school capacity for a feeder.
Specific comments regarding land dedications and CIL fees for this referral are as follows:
• Dedication and/or Cash-in-lieu Requirements-The School Disirict is in discussions with ihe applicant about receiving
the 102 acre elementary site noted on this plat application and requests that a dedication agreement be completed
prior to the approval of ihis final plat. Generally,the site is acceptable to ihe District, however final verification from ihe
State Geologic office needs to be secured. In addition, the plan does show number of adjacent residential lots, which
can lead to future conflicts between the operation of ihe school and homeowners.
• Number of Units covered by dedication/cash-in-lieu — A 10 acre school site would provide the applicant with 826
single-family unit credits against payment of cash-in-lieu fees, which is more than the number of proposed single-
family units in the filing. These credits, however, can be applied to future filings as well.
• DedicatioNCash-in-lieu Procedures—Land dedications are coordinated through the planning o�ce and start with the
signing of a dedication agreement between the applicant and School District. Cash-in-lieu payments are to be made to
the St. Vrain Valley School District Business O�ce—395 S. Pratt Pa�kway, Longmont, C0.
31 TRANSPORTATION/ACCESS
Transportation considerations for a project deal with bussing and pedestrian access to and from the subdivision.
Pedestrian access, in particular, is an important goal of the School District in order to facilitate community connection to
schools and to minimize transportation costs. Specific comments for this application are as follows:
�` • Provision o/Busing-Busing for this projed, under the current boundaries,would most likely be provided.
• PedestriaNAccess Issues—This proposal appears to have adequate pedestrian pathways and sidewalks for students
to conned to neighboring schools.
ST.VRqIN VALLEY SCHOOL DISTRICT PLANNING DEPARTMENT. 395 SOUTH PRATT PARKWAY, LONGMONT,CO 80501.SCOTT
TOILLION, DIRECTOR.PHONE 303-682-7229. FAX 303-682-7344.
��
�" St.�Valley
School Disma
January 10,2006
Kim Ogle
Weld County Planning Department
918 10'"St.
Greeley,CO 80631
RE: Voluntary Capital Miugation for St.Vnin Lakes(a:ka Bayshore)Subdivision.
Dear Kim,
Pending approval of the above application by Weld County,flris will confinn that the St.Vrain Vailey School District
has reached an agreement with Carma Colorado,Inc.,evidenced by rhe signatures below,in regard to the donation of
mitigation funds to address a potential future lack of school capaciry for the St.Vrain Lakes(a.k.a.Bayshore)
subdivision. Catma Colorado,Inc has voluntarily offered to mitigate their impacts on ihe capacity of the Skyline High
School Feeder schools by providing mitigation paymenu prior to the recording of each final plat filing.Payments will be
made only for those schools which are projected to exceed the 125%capacity bencluvark at the time of each final plat
filing,and will include: $1,290.00 per unit should the elementary school be proj ected to exceed 125°/a of capacity,
$750.55 per unit should the middle schoo}be projected to exceed 125%of capacity,and$716.08 per unit should the high
school be projected to exceed 125%of capaciry.This mitigation will essentially solve tbe issue of exceeding the school
benchmark by providing the funding necessary to add classroom space or help construct new schools to accommodate
the expected student yield from this project. In reliance upon the expected receipt of these funds,the School District will
not recommend denial of the project at this time.In addifion ro the payments noted above,the St.Vnin Valley School
/"� Dis�ict is also requesting that a dedication of land be completed for flris site.Details of the land dedication will be
worked out on a separate agreement prior to the recordation of the final plat.
As indicated above,the mitigation payments shall be provided for all uni[s in each final plat or filing of the St.Vrain
Lakes subdivision prior to the release by the County of any individual fmal plat for recording. As an altemative to
maldng paymenu at each final plat filing,the School District will accept mitigation according to a pre-arranged phasing
plan supplied by Carma Colorado,Ina Such a phasing plan shall be provided to the School Disirict prior to the approval
of the St.Vrain Lakes first Final Plat application to Weld Counry and shall detail the number of lou and the location of
each phase. Paymenu for all housing uniu within each phase would then be due prior to the commencement of any
housing construclion for the co:responding phase. Any future changes or varialions requested by the developer on the
standard mitigation calculation and payment schedule would need to be considered by the School District Staff and/or
the Boazd of Educauon. This could include current negofiations to allow Carma Colorado,Inc to construct,or provide
funds to construct,an elementary school within St.Vrain Lakes subdivision,the cost o£which could be paid back by the
District through pooled midgation funds, or through passage of a school bond at a later date.The District may also
consider,but with no obligation,deferring future paytnents by the developer if the necessary addiGonal school capacity
is completed prior to construction of the fust unit in this project Any changes,deternuned to be acceptable by the
Dish-ict,would be communicated to Weld County and the Planning Staff in writing
Thanks for your assistance in this matter. Any further questions can be directed to the contacis and phone numbers
below.
Sincerely,
School District: velo r:i
C �or do,Inc
,/ ,,:' ��,��� ��'` ,
:� : :��,��
� Scott Toillion,AICP� g �
Director cf Plannir_g By: Tom Morton
St.Vrain Valley School District Senior Vice President
ST.VRAIN VALLEY SCHOOL DISTRICT PLANNING DEPARTMENT.395 SOUTH PRqTT PARKWAY,LONGMONT,CO
80501.SCOTT TOILLION,DIRECTOR. PHONE 303-682-7229. FAX 303-682-7344.
o � � �
� a � �
/"a U r
m
c �
, LL a n
J y N Q
C C �j
.� O , . . , , � �� . ,, �
� � �'�. . � � �. i �, �I � C
C
� � �I i ii ��. i �. . �
',, �, , j I . ���. . d
� '., , �'�i I '�, , o�I�
' i . '' �'. ', ... jl , �.
. 'i . . ' ',I G I .
, ii I o
c U I �
I , �
I �;, . . ', . . o .. _.. ��_. _� _m .. I:_---
I '�,, - ..i.
,�, . i ,. � . � � . , .
'' I . i ', e!I �!c, ... �.o . I '�.
',�� o�' .U', ' " .
�.� �. � U v I �i� � �.
I I I ' �I �' I�� ¢.. ' o I
I � o � �I_ ar � i
i o a
i, C ' . O �. ', C�. I
, � N I ��i � CI C ,
�'
� � j i , U � Q il (q ,� U C
' ≤ I Q II y! ' � � �
� ',.i t a ' .. II a N ��� G (O
m I R c I � a I�' I� � �' a
E �.1 t�j �. � � �' I � o�.
m "'
� — --�------ . . .r. .cn ''� . — -. I "� _ —
m ., �I,� (n , ,, � o�---- -�i �1—
C C O I I � ��, N � � I
Ca C t
6P1 I� C'�i� CI 0�D �� N 0�0'�. ���� 00 VJ �D.Q
�..v N O O-' ,. O C. 7 p� ��.aJ, p� -o�',a; p� 'O ,t p� o
E � c � I� � J m ri a� �, co a��i ii� ch �I, a oi �
o � � o , y >i, � �- in�',. �n»- � °i � > _� � u
A a � m E�- m � r • �
o c � m � . `c c a m i . rn
NMV � . . I � . � W o �l_ � �I. . �
O � Y ., � 4 I � �'�, � � �.' Q
� N = � �I O�y N P'1. y N y � �M p �.
C � i �� Al.` M . � 0D � � �I, ,.(O O '.
J �, �. plJl�' NI� r �.� '� N�.j �L (O,,U '..
. I �.Q i � ',.o � .p �U .p G '',� �'..
.� V � '�. � � �i
y —�—___ z LL . . . jz � ,z � . ��- �
I I 'O N 'O�.. y u �,.� ' u N , u v� I ��I
��.. � ty v � o � ��� �n �I a j o �. o i o,, �,
��. C Y �� V I� N!�. N y'� �,� N. c�i d�. . ��.
� N � � Q ?'I ?i� a � U'
` ol � o `- r .¢
-_.« .o',. �' �a-� _.v� .._
� , �- W', �- � �- rn �
y �' � � ` � o: .�� o�, o �,, . ..all .
'� '� c .o - � ;N a �.. �n a,c IN a � ',�' �
c � c� in o t� -- o �� .
c 9 ` � �. �n I +
o c+ �n �
hLLy a a a
a � c . _? Z " I Z � II �_ ��_ .
.. > > > > > �
rn—
',, �, .,.`o
� v
I— �' y •� �I N m �� N I (O Q II N
Q m 'O N N N a ' � d' i� �I M '
•o r }��, �o � E '�.� E �.o I E�'� c�I � �a
v � � Z � Z Z �' �
� Y'� .... ...., `: - -
W
-- (q _ d . �W - } --
'�. �� O I_.___� _ ._ � . II � . . __ �-_.:_ I��. .
Z i t W W I 4 LLl LLl �,-
', � ' ' Z` > i p ' ' E
L , ' m
�` �N 'I . '' d .. N II (n . , LL c0
d p
., O1 � ' � V I L , . (0 ' p� p�
'�. C . d � , � . ,O � C� N
,.W '� �, L1J � i, _' '. ,F � �'. m
C
l0 0 C
a � �
� C �
O Q
C J N
� O I �, I '. �. . � ,, �. �, �
a .w �I ' ii ' '' ��. � o, 'I , ,I �
c U . '. ,.��, .. ' �I 'c
m � �., , j ,a , . . �
o __ � � I m
� Q- o � a
c i V
c �-�-- - ___ il. . �� C . _ c ��. _ _ _� � ._._.
N o a
p I �. � . ', J I I�
f0 I � ''�, G � C '. o �� � ..
N I , �'� o �,� U '� rn ��.� '�.
C � �i �. . (� I 'O � �..
Q �I '' '�'� . a m ¢'I � , ,, ��'.
Y � I J I I p
� � W I ,O
N
N
. '.. __ - _. O_..II vi _ __ .� •___ .. -
N _.__. I a . C '
. 7 C I �, �I �y C � �, �II
I � CI O , U Q� . tp (jl I I
� , � wj Q II " � �
, II �� a I, ,, l p I � ���� I�I� I �
, , .-..� �-��' m � '� �.
I I � c I a � �, � o f» a
o c y� y �
C ' �I� U_,. �- .. . a� �. .___1 � _N... t. ..- -.¢� i.. . .�---
VI hl d
r '0 .. N � I,� ..
a d rn a ii� w c� :°
d . '� v � rn a�._, rnl-o t rn�i o� I, . I .
ol � o o c�l._ o u��in ol� � �,o,i- �
d i ', . �d m m o >'- v� o���,S a, o�...�= 2 ,.o'I n I, �� ��.
�� � � �_--___I 'O J' CI IINI�� � I��I� �II _ I�_�I� ,NII �
C A - � I .C I O. (O � N. (O ,+.h. �� M y V � o � .._.. �.
w i
C Q �Il_ W F i �i � I
/'� OI >, Q I,
o e � m � '� �''� m'la'. o 'c ;�� rn 'c �.. � '��.,LI �I,�. �,, ',
� y U � ... �f 'yo I .��,. ` N o Z�I��� . ..o-I Z�I a-..o.2 0 ��2�-._. �I'I .-----
M m I m a _
� D �n'�a � �o��..c ' �n I c •? o,.�c .c i � m i I�� ,
c m ` ��'o m . ,,o a _. . � � � - �
y yNa � W � � a t , ¢ ��.
m ._ cQ a � N � � o � a
Y Y I I
� � � � �--
d � �, � � o � � �i I ',
� a r�'o il c� °� c! � °� c o � c g
a a .o
' � Vl i�i��'�A" � > >; � ? a'�,. �, ��� + ��., ' ,.
I _ O I J���I�I . NI�a_.. �,� a�-N,�—��� I��I � �__� , : _�
� V1 z
� �+ O O O
, I Q
,L � -� Z � � � � N .
O I�a. Y N ❑ J '�,i � � d v �
v� a` _;o_ �o' ? i Z+ w d
� E _
_ EI!Oi c lo ' �i oo� m lo j o' ' �il_ . --
� I = a
� i --.. i . . �
I�
2 . .I. i WI W ��,. wl 'WI ��
�I_- _�� . _._ } �,
>, - _
a
LL' �I I � II �� i EI
m'
m i 'i � I � � il � ',
�'' I i E 'i� t I m rnl ',
m � � rn �o �i c , ..
/^\ N , W �' � � _ ~ ., �. �, ��
�
O
O
N
�
N
��;
, �
■ Vision
■ Teamwork
■ Commitment
■ Communication
ST. VRAIN LAKES
FILING NO. 1
JN: 3075
PHASE III DRAINAGE
REPORT
Preparedfor
Carma Colorado
� � Carroll � Lange �
Professional Engineers & Land Surveyors
\ / 165 South Union Blvd., Suite 156
Lakewood, Colorado 80228
(303) 980-0200 Fax: (303) 980-0917
C;�.�,�wru.u�,ca�,C.o-,� �a-�-aoro aoc�b-a�fy�
��/8i5
PHASE III DRAINAGE REPORT
FOR
. ST. VRAIN LAKES FILING NO. 1
J N: 3075
June 6, 2006
Revised August 7, 2006
Prepared for:
Carma Colorado
Tom Morton, Vice President
Highland Place II
9110 East Nichols Avenue, Suite 180
Englewood, CO 80112
Fax: 303-706-9453
303-706-9451
•
Prepared by:
,
Monica nger, EI
, t i hrt,�rrr
�tit. °A � 1 . i'.� 4r�%�
Reviewed by: `� �` .°` ;�''r.
t ���v� �r,y, ':
:'���'�"' ,'�:�'`
' °,is' ;�i
� c; .
� �;`; ;.
p� 37,07 "-
/r � C�
Katherine Str ' ski, PE ��o,�I�T/� ;;;���`
� � �
'� c�` �,..� a�
'�'� S�r ,, ' � ��
4y������r,��r ci w:�,:;;r.,.
Carroll & Lange, Inc.
�\ 165 South Union Boulevard, Suite 156
Lakewood, CO 80228
�� Fax: 303-980-0917
� 303-980-0200
TABLE OF CONTENTS
•
I. INTRODUCTION ..................................................................................................1
II. HISTORIC DRAINAGE BASINS AND SUB-BASINS............................................2
III. DESIGN CRITERIA ..............................................................................................4
IV. DRAINAGE PLAN.................................................................................................5
V. CONCLUSION....................................................................................................16
VI. REFERENCES ...................................................................................................17
APPENDICES
APPENDIX A
Maps
• APPENDIX B
Hydrologic Computations
APPENDIX C
Hydraulic Calculations
APPENDIX D
CUHP/UDSWMM Analysis
APPENDIX E
Detention Pond Calculations
APPENDIX F
Water Quality Treatment Manholes
APPENDIX G
Copies of Graphs, Tables, and Nomographs Used
APPENDIX H
Wetland HECRAS Analysis
•
• PHASE III DRAINAGE REPORT
FOR
ST. VRAIN LAKES FILING NO. 1
I. INTRODUCTION
The purpose of this report is to analyze the storm runoff patterns and identify any
drainage issues that may affect the development of St. Vrain Lakes Filing No. 1.
Stormwater mitigation measures will be outlined in order to eliminate any
adverse effects that may be caused by the development of this site. This report
has been prepared in accordance with section 24-7-110 of the Weld County
Code, and the Urban Drainage Flood Control District (UDFCD) Urban Storm
Drainage Criteria Manual (UDSDCM).
St. Vrain Lakes Filing No. 1 is located in Sections 35 and 36, Township 3 North,
Range 68 West of the sixth principal meridian, County of Weld, State of
Colorado. The site is bounded on the north by Weld County Road 28, on the
east by an existing wetland channel, on the west by Interstate 25 and a frontage
road, and on the south by the St. Vrain River. The existing property to the east
and north is planned residential and the existing property to the south of the site
is open space use. St. Vrain Lakes Filing No. 1 is a proposed single-family
development, which will also consist of parks, open space, a recreation center,
• schools, a municipal parcel, and multi-family parcels. A copy of the Vicinity Map
showing the general location of the approximately 469-acre site is located in
Appendix A at the end of this report.
The existing site consists of approximately 469 acres of agriculture and/or vacant
grasslands. The site generally slopes from the northwest to the southeast
towards the St. Vrain River. Slopes in the northern portion of the site range from
1% to 5% and slopes near the St. Vrain River range from 2% to 15%. There are
multiple existing gas wells located on the site. In the developed condition, the
gas wells will remain and therefore a dedicated gas well site will be provided.
Soil data for the subject property was obtained from the United States
Department of Agriculture Soil Conservation Service (SCS) Soil Survey of Weld
County, Colorado, issued in September 1980. A portion of map sheet 21
depicting the development area and the corresponding soil types is located in
Appendix A at the end of this report. The soil types consist of seven types which
all fall within either the hydrologic soil group B or C. See the St. Vrain Lakes Soil
Map in Appendix A for the hydrologic soil group delineation within the site.
According to the Flood Insurance Rate Map (FIRM) for Weld County, Colorado
Community Panel No. 080266 0850C and No. 080266 0855C dated
September 27, 1991, the majority of the site is located within Zone C, an area of
• minimal flooding, however the southern portion of the site is located within
PHASE III DRAINAGE REPORT
FOR
ST. VRAIN LAKES FILING NO. 1
• Page 2
Zone A, the 100-year floodplain. Refer to Appendix A for the FIRM maps of the
site.
The majority of the St. Vrain Lakes development is outside the limits of study for
the South Weld I-25 Corridor Master Drainage Plan (Master Plan). As
previously stated, the southern portion of the site lies within the 100-year
floodplain. Within this floodplain exist three lakes north of the St. Vrain River.
The existing lakes were created due to mining operations and it is assumed that
they were not historically present. The existing lakes will be enhanced as an
amenity for the community. A Conditional Letter of Map Revision (CLOMR) was
previously issued for the Seigrist Riverdance project within this floodpiain. The
Seigrist Riverdance project was a previously approved PUD project on the
southwestern portion of this site near the St. Vrain River. The Federal
Emergency Management Agency (FEMA) approved the CLOMR on March 6,
2000, for the proposed project. A new CLOMR has been submitted for the
St. Vrain Lakes development due to the change in the proposed grading within
the floodplain. Upon completion of the proposed project grading within the
floodplain, a Letter of Map Revision (LOMR) will be submitted. The LOMR will
• officially revise the existing FEMA floodplain delineation, removing the floodplain
from the Iocation of any proposed building sites. Several other �OMRs exist for
the area. Refer to the CLOMR for St. Vrain Lakes dated March 2006 for
floodplain modifications.
The two proposed lakes in the southern portion of the site seroe as detention and
conveyance in the event of a 100-year storm. The CLOMR for St. Vrain Lakes
has been prepared to address the 100-year conveyance. The CLOMR has
been approved by Weld County and is currently being reviewed by FEMA.
This project will consist of 546 single-family homes and six multi-family/municipal
lots, located on approximately 469 acres, with associated roadways, utilities,
landscaping, and open space.
II. HISTORIC DRAINAGE BASINS AND SUB-BASINS
The St. Vrain Filing No. 1 site has three major historic drainage basins (C, D,
and E) that represent the historic storm runoff patterns. These basins were also
discussed in detail in the approved St. Vrain Lakes Pud Development Master
Drainage Report and Stormwater Management Guide. This historic runoff flows
to either the existing lakes along the northern side of the St. Vrain River or to the
existing wetland channel, which conveys flow to the St. Vrain River. The historic
onsite basins have been modeled to detain the 100-year developed runoff from
•
PHASE III DRAINAGE REPORT
FOR
ST. VRAIN LAKES FILING NO. 1
• Page 3
the site and release it at 5-year historic rates. Runoff from the offsite basins wili
be conveyed through the site at historic flow rates.
Historic drainage basin C1 contains approximately 677.0 acres. This historic
drainage basin sheet flows to design point C1 (DPC1) where a culvert conveys
flows under WCR 28 into historic basin C1. An outlet ditch crosses the northern
portion of this basin. This irrigation ditch is assumed to be flowing full during the
100-year event and therefore has no impact on the flow patterns of this basin.
This flow is conveyed to DPC2 through the existing wetland channel, which
ultimately conveys the flow directly to the St. Vrain River. Historic drainage
basin C2 contains approximately 257.7 acres. This flow joins the flow from
historic drainage basin C1 in the existing wetland channel. During the 5-year
event, the historic onsite basin C2 generates 34 cfs.
Historic drainage basin D1 contains approximately 129.0 acres. Runoff from this
historic drainage basin sheet flows south into the St. Vrain Lakes site where it will
then flow into historic basin D2. Historic drainage basin D2 contains
approximately 136.6 acres. Runoff from this historic drainage basin sheet flows
• south to the two eastern existing lakes north of the St. Vrain River at DPD2.
However, since these two eastern existing lakes were created due to mining
operations, it is assumed that they were not historically present. During the 5-
year event the historic onsite basin D2 generates 69 cfs. The proposed release
location for basin D2 is at the east end of the central lake. Therefore, the release
from historic basin D2 was routed into historic basin E using the UDSWMM
program. The flows from basin D2 and basin E were then routed together to the
proposed release location at DPE. During the 5-year event, historic onsite
basin D2 combined with historic onsite basin E generates 43 cfs.
Historic drainage basin E contains approximately 168.2 acres. Runoff from this
historic drainage basin sheet flows south to the larger eastern existing lake north
of the St. Vrain River at DPE. This existing lake area was assumed to have a
historic impervious value that did not reflect the currently existing water because
the lakes did not exist prior to the mining operations.
A historic drainage map and historic basin summaries for St. Vrain Lakes Filing
No. 1 has been provided in the map pockets at the back of this report. A
summary of the CUHP/UDSWMM results is provided in Appendix D of this
report. For further information see Appendix B of the approved St. Vrain Lakes
Pud Development Master Drainage Report and Stormwater Management Guide.
•
PHASE III DRAINAGE REPORT
FOR
ST. VRAIN LAKES FILING NO. 1
• Page 4
III. DESIGN CRITERIA
A. References
Existing drainage studies used in the preparation of this report include the
South Weld I-25 Corridor Master Drainage Plan and the St. Vrain Lakes
PUD Development Master Drainage Report and Stormwater Management
Guide. This report was prepared in accordance with the specifications of
the UDFCD Urban Storm Drainage Manual (USDCM), as well as the Weld
County Code.
B. Hvdroloqic Criteria
The 5-year storm event was used for the minor storm calculations and
design in the portions of the project that are wholly residential and serviced
by local streets and the 10-year storm event was used for the minor storm
calculations in the portions of the project that were school or municipal. The
• 100-year storm event was used for major storm calculations and design.
Basin sizes and flow characteristics are listed on sheet SF2 and routing of
the flow is described on sheet SF3-5 and 10, and SF3-100 in Appendix B.
This project has approximately five dwelting units per acre (DUPA). Figure
RO-5 was used to determine a percent impervious for the single-family
residential lots of 48%. A copy of Figure RO-5 is located in Appendix A at
the end of this report.
Rainfall data for the 5-year (minor), 10-year (minor for municipal and school
areas only), and 100-year (major) storm events was taken from the
USDCM. The one-hour rainfall depth was utilized with equation 5.5 for
calculation of rainfall intensity. The Rational Method was then utilized in the
analysis of the storm runoff and peak discharge for the minor and major
storm events. The allowable street capacity determined the location and
size of the local inlets. The Colorado Urban Hydrograph (CUHP) and the
Urban Drainage Stormwater Management Model (UDSWMM) were used to
determine the needed detention volumes and detention pond release rates.
Stormwater detention and water quality for this site will be provided in the
proposed detention ponds 104, 105, and 106. The two lakes located north
of St. Vrain River will serve as detention ponds 105 and 106. Detention
pond 104 is located at the end of the existing wetland channel. Final
detention pond calculations follow the recommendations of the USDCM and
• are provided in Appendix E.
PHASE III DRAINAGE REPORT
FOR
ST. VRAIN LAKES FILING NO. 1
• Page 5
C. Hvdraulic Criteria
Inlets and their corresponding downstream storm sewer have been
designed to accommodate the 100-year storm sewer event. Inlets have
been designed to ensure that the depth of flow in the street will not exceed
twelve inches during the major storm and six inches during the minor storm.
Final storm sewer and inlet calculations can be found in Appendix C. Final
storm sewer locations and sizes are shown on the proposed drainage maps
located in the map pockets at the end of this report.
Water surface profiles and the sizes of storm sewers have been determined
with StormCad v4.1.1 software by Haestad Methods. Water surface profiles
for streets, gutters, and swales have been determined with Flowmaster
2005 software by Haestad Methods, Inc. Flowmaster profiles and
StormCAD results are in Appendix C at the end of this report.
IV. DRAINAGE PLAN
• A. General Concept
The St. Vrain Lakes Filing No. 1 site is separated into three proposed major
drainage basins (A, B, and C) which correspond to their discharge points in
detention ponds 105, 104, and 106. The offsite basins are delineated as
OS1-OS7. The CUHP and UDSWMM 2000 programs were used for the
proposed wetland and offsite basin hydrology analysis. A summary of the
basin characteristics as well as CUHP/UDSWMM results is provided in
Appendix D of this report. The impervious values of the basins used for the
CUHP/UDSWMM were calculated using the values provided by the UDFCD
(copies of the UDFCD information is provided in Appendix D). This
impervious percentage was utilized for the calculation of initial and final
infiltration rates and CUHP calculations. The Urban Drainage and Flood
Control District (UDFCD) Manual was utilized to determine the 100-year
event, one-hour point rainfall depth of 2.65 inches, a 10-year event, one-
hour point rainfall depth of 1 .65 inches, and a 5-year event, one-hour point
rainfall deptn ot 1.36 incnes. See Appendix A, figure RA-3, RA-2, and RA-6
for the Rainfall Depth-Duration-Frequency isopluvials. After the
hydrographs were produced by CUHP, the flows were routed from basins
using the UDSWMM 2000 runoff model.
Basin A consists of 103.8 acres to be developed mainly into single-family
• lots. Basin A is divided into 25 sub-basins, A1—A25, which are described in
PHASE III DRAINAGE REPORT
FOR
ST. VRAIN LAKES FILING NO. 1
• Page 6
more detail in the Specific Details portion of this report. Developed runoff
from this basin will be conveyed via street sections, captured by the storm
sewer system, and will be conveyed to detention pond 105. Analysis of this
basin for the approved St. Vrain Master Drainage Study shows a proposed
peak 100-year discharge of 783 cfs. Detention pond 105 will release at an
allowable 5-year historic rate of 43 cfs during the 100-year event. This
existing lake will need to detain a volume of 35.5 ac-ft to release at the
allowable rate. Detention pond 105 will be built with Filing No. 1. Water
quality vault systems will be proposed at discharge points upstream of the
lake so that the water entering the lake is pre-treated for water quality.
Drainage basin B consists of 124.2 acres to be developed into single-family
lots, a school parcel, and a multi-family parcel. Basin B is divided into 24
sub-basins, 81—B24, which are described in more detail in the Specific
Details portion of this report. Developed runoff from this basin will be
conveyed via street sections and captured by the storm sewer system.
Analysis of this basin for the approved St. Vrain Master Drainage Study
shows a proposed peak 100-year discharge of 787 cfs. Flows from basin B
• will drain to the existing wetland channel along the eastern property
boundary and will be detained in the proposed detention pond 104. This
existing wetland channel will have velocities in excess of 7 ft/s and will
therefore need stabilization measures. Since the existing drainage channel
contains wetlands, it is proposed to provide erosion check structures in
accordance to UDFCD criteria. A HECRAS analysis was performed on the
wetland channel. Detention pond 104 will release flow at the 5-year historic
rate of a 34 cfs, with a detention volume of 34.9 ac-ft during the 100-year
storm event. Detention pond 104 will be built with Filing No. 1 . A water
quality volume of 4.55 ac-ft will be provided in addition to the 34.9 ac-ft
detention volume in the pond. See Appendix E for detention pond
calculations.
Offsite drainage basins OS5 and OS6 consist of 489.1 acres of offsite area
and have been assumed to discharge at historic rates. This flow will sheet
flow to roadside ditches and be conveyed to existing culverts, which will
direct the flow to the existing wetland channel in basin B. Inlets and culverts
wiii be needed along '�JCR 2is to effectively and safely convey this f;ow to
the south side of WCR 28 to the existing drainage channel in basin B. The
No. 3 Ditch crosses this basin, but the ditch will be assumed to be flowing
full and therefore will not impact the flow patterns of the basin.
Offsite basin OS7 consists of 160.9 acres and is assumed to discharge at
• historic rates into basin OS5. According to the Master Drainage Report for
PHASE III DRAINAGE REPORT
FOR
ST. VRAIN LAKES FILING NO. 1
• Page 7
Ritchie Brothers Auction Park, dated October 2005, flows from basin OS7
will be conveyed via a drainage swale along the north side of WCR 28,
cross under WCR 28 via proposed 21-inch CMP pipes and ultimately
discharge into the existing wetland channel to be conveyed to detention
pond 104.
Offsite basins OS8, OS3, and OS4 consist of 10.41 acres, 60.81 acres, and
39.78 acres of offsite area and are to be developed in future filings of the
St. Vrain Lakes development. In the undeveloped condition, flows from
basins OS8, OS3, and OS4 will sheet flow southwest to the existing wetland
channel within basin B to be conveyed to detention pond 104.
Drainage basin C consists of 138.9 acres to be developed as municipal,
multi-family, WCR 9 '/2 roadway, and park/open space. The flows from
basin C will be detained in detention pond 106. Detention pond 106 will
release flows into detention pond 105 at a rate of 11 cfs for the 100-year
event. This existing lake will provide a detention pond volume of 23.0 ac-ft.
Detention pond 106 will be built with Filing No. 1 . Water quality vault
• systems will be proposed at discharge points upstream of the lake for
stormwater entering the lake to maintain water quality in the lake.
Drainage basin OS1 consists of 110.7 acres of the St. Acacius subdivision.
Basin OS1 is one of the two major drainage basins delineated within the
St. Acacius subdivision. In the ultimate condition, basin OS1 will be
conveyed to the east St. Acacius detention pond at DPOS1 . The release
rates specified in the drainage report for St. Acacius subdivision by Alpha
Surveying Co. is 17.11 cfs and 63.25 cfs, for the 10-year and 100-year
events. Flows released from the east St. Acacius detention pond will be
captured in a proposed drainage swale to be conveyed south to DPC8
where flows will enter the storm sewer system. The storm sewer system
will convey flows south to detention pond 106.
Drainage basin OS2, the second major drainage basin within the
St. Acacius subdivision, consists of 33.64 acres. In the ultimate condition,
basin OS2 will be conveyed to the west St. Acacius detention pond at
GPOS2. The release rate provided by Alpha Surveying Co. is 9.10 cfs and
33.64 cfs, for the 10-year and 100-year events. It is proposed that flows
released from the west St. Acacius detention pond will be captured in a
drainage swale to be conveyed to DPC8 where the flows will enter the
storm sewer system. Ultimately, flows from basin OS2 will be routed south
to detention pond 106 via storm sewer.
•
PHASE III DRAINAGE REPORT
FOR
ST. VRAIN LAKES FILING NO. 1
• Page 8
B. Detention Ponds
The proposed detention ponds 104, 105, and 106 were modeled in the
approved St. Vrain Master Drainage Report using UDSWMM 2000. Refer
to Appendix D for CUHP and UDSWMM analysis of the proposed detention
ponds. In accordance with the Weld County Code, the historic onsite
basins were modeled to release flow at the 5-year historic flow rate.
Consequently, the 5-year onsite historic flow rate is the proposed release
rate from the outlet structure of the proposed detention ponds. The 100-
year detention volume was then quantifiable by setting the release rate and
adjusting the volume of the detention pond so that the 100-year onsite
developed flow is detained down to the 5-year onsite historic flow rate. The
offsite flows from the offsite basins will pass through the spillway of the
proposed detention ponds.
Emergency overflow spillways and outlet structures have been designed to
convey flow from the proposed detention ponds at the historic discharge
locations. Design of the spillways and outlet structures for detention
• ponds 105 and 106 is addressed in the CLOMR for St. Vrain Lakes report.
Design of the spillway and outlet structure for detention pond 104 is located
in Appendix E of this report.
Water quality will also be provided in the proposed detention ponds. The
large existing lakes to the south (detention ponds 105 and 106,) will have
proposed water quality vault systems upstream of the lakes to treat the
inflow so that water quality in the lakes is maintained. The water quality
volumes are calculated using the UDFCD Water Quality Capture Volume
(WQCV) spreadsheets included in Appendix F. Water quality volume will
only be provided for the onsite tributary areas. The WQCV was calculated
using the percent impervious values estimated for the onsite basins. The
WQCV will be incorporated into the design of the detention ponds. UDFCD
specifies that half the WQCV can be used for the 100-year detention
volume and therefore the total detention pond volume requirement will be
the 100-year detention volume plus half the WQCV. Therefore, the
d2tention ponds function as a two-stage pond, with a water quality volume
and corresponding release rate and a 100-year de'teni�on voiume and
corresponding release rate.
•
PHASE III DRAINAGE REPORT
FOR
ST. VRAIN LAKES FILING NO. 1
• Page 9
C. Specific Details
Major drainage basins A, B, and C are broken into sub-basins that consist
of single-family lots and adjacent streets unless otherwise noted. Basin A23
consists of a small portion of the St. Vrain multi-family parcel located in the
northwest portion of Filing No. 1. Flows from A23 will sheet flow south to
Piedra River Road within basin A1 where the flow will be conveyed east
through curb and gutter to an on on-grade inlet at design point A1, DPA1.
In addition to flows from basin A23, Piedra River Road will convey flows
from basins A1 and A2 through curb and gutter to on-grade inlets at DPA1
and DPA2, respectively. Therefore, the on-grade inlets at design points A1
and A2.1 will intercept flows from basins A23, A1, and A2. Carryover flow
from the iniets will enter Eagle River Road at DPA2.2 and combine with
flows from basin A22. These combined flows will be conveyed south in the
curb and gutter of Eagle River Road to DPA3.
Basin A3 consists of park/open space. The basin's runoff will sheet flow
southeast to Eagle River Road, which will convey the flows south through
• curb and gutter to DPA3 where the flows will be intercepted by an on-grade
inlet. Carryover flow from the inlet at DPA3 will be conveyed south in the
curb and gutter of Eagle River Road to basin A24. Flows from basin A24
and the carryover from the upstream basins will be ultimately conveyed
south in the curb and gutter of Eagle River Road to a low point at DPA8.1 in
Bayshore Drive where a sump inlet has been proposed.
Basin A4 consists of park/open space, a few single-family lots and a portion
of Canadian River Road. Flows from A4 will sheet flow south to Canadian
River Road where they will be conveyed east to Eagle River Road.
Ultimately, the flows will be conveyed south in the curb and gutter of Eagle
River Road to the low point at DPA8.1.
Flows from basin A6 will be conveyed east in ihe curb and gutter of Elk
River Road to DPA6.1 and be intercepted by an on-grade inlet. Carryover
flow from the inlet will enter Eagle River Road at DPA6.2 and be conveyed
scuth in curb and gutter to the low point at DPA8.1 in Bayshore Drive.
Flows from basin A7 will be conveyed east in the curb and gutter of
Colorado River Drive to DPA7.1 and be intercepted by an on-grade inlet.
Carryover flow from the inlet will enter Eagle River Road at DPA7.2 and be
conveyed south in curb and gutter to the low point at DPA8.1 in Bayshore
Drive.
•
PHASE III DRAINAGE REPORT
FOR
ST. VRAIN LAKES FILING NO. 1
• Page 10
Runoff from basin A8 will be conveyed east in the curb and gutter of
Bayshore Drive to the low point at DPA8.1 where a sump inlet has been
proposed. In summary, the sump inlet at DPA8 will capture flows from
basins A23, A22, A1-A4, and A6-A8.
Flows from basin A13 will be conveyed south in the curb and gutter of Eagle
River Road into basin A14. Fiows from basin A14 will be conveyed west in
the curb and gutter of Canadian River Road and enter the curb and gutter of
Eagle River Road at DPA14. The flows from basins A14 and A13 will be
conveyed south to basin A15.
Flows from basin A15 will be conveyed west in the curb and gutter of Castle
Creek Way to DPA15.1 and be intercepted by an on-grade inlet. Carryover
flow from the inlet at DPA15.1 combined with flows from basin A13 and A14
will be conveyed south in the curb and gutter of Eagle River Road to the on-
grade inlet at DPA16.
Runoff from basin A16 will sheet flow west and enter the curb and gutter of
• Eagle River Road to be conveyed south through curb and gutter to DPA16
where they will be intercepted by the on-grade inlet at DPA16. In summary,
the on-grade inlet at DPA16 will intercept flows from basins A13, A14, A16,
as well as carryover flow from basin A15. Carryover flow from the inlet at
DPA16 will be conveyed south in the curb and gutter of Eagle River Road to
a low point at DPA8.2 in Bayshore Drive where a sump inlet has been
proposed.
It is assumed that the sump inlets in Bayshore Drive at DPA8.1 and DPA8.2
will capture the same amount of flow during the 100-year event, as the
water pond depth will overtop the crown of the street. In the event that the
sump inlets become obsiructed, runoff will pond up. overtop the south
sidewalk of Bayshore Drive and sheet flow into detention pond 105. All
flows captured by the sump inlets as well as flows intercepted by the on-
grade inlets in major drainage basin A will be routed to detention pond 105.
Basin A5 consists of single-family lots and adjacent streets. Flows from
basin A5 wiii be conveyed south in ine curo and gutter or �immaron Kiver
Road to DPA5 where flows will enter basin A9. Flows from basin A9 will be
conveyed south and east through the curb and gutter of Cimmaron River
Road to the low point at DPA10 and be captured by a proposed sump inlet.
Flows from basin A10 will be conveyed south to a proposed sump inlet at
DPA10. It is assumed that the sump inlets in Cimmaron River Road at
• DPA9 and DPA10 will capture the same amount of flow during the 100-year
PHASE III DRAINAGE REPORT
FOR
ST. VRAIN LAKES FILING NO. 1
• Page 11
event, as the water pond depth will overtop the crown of the street. In the
event that the sump inlets become obstructed, runoff will pond up, overtop
the south sidewalk of Cimmaron River Road, and be conveyed south in a
drainage easement located in tract G to be intercepted by the next inlets
downstream at DPA11 and DPA12.
Flows from basin A11 will be conveyed in the curb and gutter of Bayshore
Drive to the low point as DPA11 and be captured by a proposed sump inlet.
Basin Al2 consists of a small portion of Bayshore Drive. Flows from
basin Al2 will be conveyed in the curb and gutter of Bayshore Drive to the
low point at DPA12 and will be captured by a proposed sump inlet.
It is assumed that the sump inlets in Bayshore Drive at A11 and DPA12 will
capture the same amount of flow during the 100-year event, as the water
pond depth will overtop the crown of the street. All flows captured by the
sump inlets at DPA9, DPA10, DPA11 , and DPA12 will be routed through
proposed storm sewer through a water quality vault system and then be
released into detention pond 105. In the event that the sump inlets become
• obstructed, runoff will pond up, overtop the south sidewalk of Bayshore
Drive and sheet flow into detention pond 105.
Basin B4 consists of the wetland channel and areas adjacent to the wetland
areas of St. Vrain Filing No. 1 as well as proposed detention pond 104.
Flows from basin B4 will sheet flow into the wetland channel and be
conveyed to detention pond 104. As previously stated, it is proposed that
erosion check structures be provided in the channel for stabilization against
potential erosion. The design of these structures is shown on the
construction plans. HECRAS was used to perform a hydraulic analysis on
the wetland channel. Offsite basins OS8. OS3, and OS4 will sheet flow
southwest to the existing wetland channel within basin B4. which will convey
the flows southeast to detention pond 104. Flows from all B sub-basins will
enter either the wetland channel or the detention pond at these discharge
points.
Basins B21 and B22 are located in :he north��vest corner of St. `✓rain Lakes
Filing No. i . 6asin 821 consists o� a ponion oi 'vveid �oun'ty Road 9 �z,
WCR 28, and the gas easement tract of St. Acacius subdivision. Basin B22
also consists of a portion of WCR 28. Flows from basins B21 and B22 will
be conveyed south in curb and gutter to low points at DP621 and DP622,
respectively, and will be captured by proposed sump inlets. The proposed
storm sewer will convey these flows east through basin B23 to a discharge
• point in the existing wetland channel.
PHASE III DRAINAGE REPORT
FOR
ST. VRAIN LAKES FILING NO. 1
• Page 12
Basin 623 consists of a portion of the proposed multi-family parcel located
in the northwest portion of Filing No. 1. In the developed condition, it is
anticipated that flows from basin B23 will be captured in a storm sewer
system within the multi-family development. In the undeveloped condition,
flows will sheet flow southeast to a Type C inlet located at DP623 and enter
the storm sewer system.
Basin B24 consists of a portion of the proposed multi-family parcel. In the
developed condition, it is anticipated that flows from the multi-family portion
of basin 624 will be captured in a storm sewer system within the multi-family
development. In the undeveloped condition, these flows will sheet flow
southeast to Meridian Lake Drive and be conveyed east in curb and gutter
to a low point at DPB24.1 where a sump inlet has been proposed. Basin B9
consists of single-family lots and adjacent streets. Flows from the single-
family lots will be conveyed in the curb and gutter of Meridian Lake Drive to
a low point at DPB9 where a sump inlet has been proposed. Flows from
basins B21—B24 and 69 will be conveyed east in a proposed storm sewer
• system and be discharged into the wetland channel at DPB24.3. If the
sump inlets clog, the flow will be conveyed within the street section.
Basin B7 is to be developed into a school site. In the undeveloped
condition, flows will sheet flow southeast to a proposed Type C inlet at
DPB7. In the developed condition, it is anticipated ihat flows from the
school will be captured in a storm sewer system within the basin and
connected to the storm sewer at DPB7.
Flows from B1 will be conveyed east in the curb and gutter of Lake
Catamount Parkway and enter the curb and gutter of Yampa River Road at
DPB1 . The flows from 61 will be conveyed south to DPB2 where they will
be captured in a proposed sump inlet at DPB2. Similarly, flows from
basins B5 and B6 will be conveyed in the curb and gutter of Yampa River
Road to low points at DP65.2 and DPB2, respectively, where a sump inlet
has been proposed.
I�IGdvS iliiiil biv vVlil pc �OflVcyE(] cBSi ill iilc �Uiii dilCl �uiici- iii �.dilaui�iil
River Road and enter the curb and gutter of Yampa River Road at DPB10.
The flows from basin B10 will be conveyed north into basin 62 where they
will combine with flows from the basin and be conveyed to DPB2 where
they will be captured in a proposed sump inlet.
•
PHASE III DRAINAGE REPORT
FOR
ST. VRAIN LAKES FILING NO. 1
• Page 13
It is assumed that the sump inlets in Yampa River Road at DPB2 and
DPB5.2 will capture the same amount of flow during the 100-year event, as
the water pond depth will overtop the crown of the street. All flows captured
by the sump inlets at DPB2 and DP65.2, as well as flows intercepted by the
Type C inlet will be conveyed through proposed storm sewer and discharge
into the wetland channel at DP65.3. A proposed low tail water basin at this
discharge point will protect the existing channel and wetlands from potential
erosion problems. In the event that the sump inlets become obstructed,
runoff will pond up, overtop the east sidewalk of Yampa River Road, and
sheet flow into the wetland channel.
Flows from basin B11 and 612 will be conveyed southeast in the curb and
gutter of Emerald Lake Drive to low points in Willow Creek Run at DP614
and DPB12 where sump inlets have been proposed. Runoff from
basins B15, 614, and B3 will be conveyed east in the curb and gutter of
Willow Creek Run to the low points at DPB13 and DPB14 and be captured
by the proposed sump inlets. It is assumed that the sump inlets at DPB13
and DP614 will capture the same amount of flow during the 100-year event,
• as the water pond depth will overtop the crown of the street. In the event
that the sump inlets become obstructed, runoff will pond up, overtop the
south sidewalk of Willow Creek Run, and sheet flow within a drainage
easement between lots 66 and 67 into detention pond 105.
Basin C2 consists of a portion of WCR 9 '/z. Flows from basins C2 will be
conveyed south in curb and gutter to DPC2 and be intercepted by an on-
grade inlet. During the minor storm event, the on-grade inlet has been
sized to capture all of the flows in the curb and gutter at DPC2. During
greater storm events, carryover flow from the inlet will be conveyed south in
curb and gutter to the on-grade inlet at DPC9. Flows from basin C9 will also
be conveyed in the curb and gutter of WCR 9 Yz to the on-grade inlet at
DPC9. During the minor storm event, the on-grade inlet has been sized to
capture all of the flows in ihe curb and gutter at DPC9. During greater
storm events, carryover flow from the inlet will sheet flow west across
WCR 9 '/z into basin C3. The flows will then be conveyed in curb in gutter to
an on-grade inlet at DPC3.
Basin C3 consists of park/open space and a portion of WCR 9 '/z. Flows
from basin C3 will sheet flow south to WCR 9 '/z and be conveyed west
through curb and gutter to DPC3 where the flows will be intercepted by an
on-grade inlet. During the minor storm event, the on-grade inlet has been
sized to capture all of the flows in the curb and gutter. During greater storm
•
PHASE III DRAINAGE REPORT
FOR
ST. VRAIN LAKES FILING NO. 1
• Page 14
events, carryover flow from the inlet will be conveyed west in curb and
gutter to a low point at DPC14 where a sump inlet has been proposed.
Basin C14 consists of park/open space and a portion of WCR 9 '/z. Flows
from basin C14 will sheet flow south to WCR 9 '/z and be conveyed through
curb and gutter to a low point at DPC14. Ultimately, the flows captured by
the proposed sump inlet wiil be routed in storm sewer to detention
pond 106.
Basin C1 consists of a portion of WCR 9 '/z and an adjacent gas easement.
Flows from basins C1 will be conveyed south in curb and gutter to DPC1
and be intercepted by an on-grade inlet. During the minor storm event, the
on-grade inlet has been sized to capture the majority of the flows in the curb
and gutter at DPC1. Carryover flow from the inlet will be conveyed west in
curb and gutter of Bayshore Drive to the on-grade inlet at DPC11 .
Basins C15 and C4 consists of a portion of WCR 9 '/�. Flows from
basin C15 will be conveyed in the curb and gutter to the proposed on-grade
• inlet at DPC15. During the minor storm event, the on-grade inlet has been
sized to capture all of the flows in the curb and gutter. During greater storm
events, carryover flow from the inlet will sheet flow south across WCR 9 '/�
and be conveyed in curb in gutter to proposed sump inlet at DPC4.
Similarly, the flows from basin C4 will be conveyed in curb and gutter
to DPC4.
All flows captured by the sump inlets at DPC4 and DPC14 will be conveyed
in proposed storm sewer through a water quality vault to detention
pond 106. In the event that the sump inlets become obstructed, runoff will
pond up. overtop the south sidewalk of WCR 9 '/z, and sheet flow into
detention pond 106.
Basins C7, C8, and C12-13 consist of the multi-family and municipal lots.
In the developed condition, flows will need to be intercepted by a storm
sewer drainage system within the multi-family and municipal development
and "e piped to :he storm sewer �°dit��in the E3ayshore Drive right-of-way.
� iic iivvv vvlu wiiiilalciy uc (Guict] ii-liiiu�il iilc oiiuilil Scvvcf SySiclll iG
proposed detention pond 106. In the undeveloped condition however,
runoff will sheet flow to Bayshore Drive and be conveyed to proposed on-
grade and sump inlets. In the undeveloped condition, the municipal and
multi-family lots have an impervious value of 5%. Therefore, the
undeveloped flows will not exceed the allowable street capacity. The flows
•
PHASE III DRAINAGE REPORT
FOR
ST. VRAIN LAKES FILING NO. 1
• Page 15
in the developed condition must be collected in a separate storm sewer
system due to the allowable street capacity.
Basin C11 will consist of multi-family lots. Storm sewer has been proposed
to convey the flows west from DPC11 to the low point at DPC8. A proposed
Type R inlet and attached storm sewer stub-out have been proposed
at DPC11 to accommodate future/developed storm sewer tie-ins. The
storm sewer that extends from DPC11 to DPC8 has been sized for the
developed flows from basin C11.
Basins C8 and C12 will consist of multi-family lots and a portion of the
municipal development. A 10-foot sump inlet is proposed at DPC8 to
capture the flows within the curb and gutter of Bayshore Drive. The flows in
developed condition must be collected in a storm sewer system due to the
allowable street capacity of Bayshore Drive. The storm sewer that extends
south from DPC8 to proposed detention pond 106 has been sized to
accommodate the developed flows from basin C8, C11 , C12, and C13.
• Basin C10 consists of a portion of Bayshore Drive. Flows from basin C10
will be conveyed in the curb and gutter Bayshore Drive to the low point
at DPC10 and be captured by a proposed sump inlet. The flows will
ultimately be conveyed in storm sewer to detention pond 106. It is assumed
that the sump inlets in Bayshore Drive at DPC8 and DPC10 will capture the
same amount of flow during the 100-year event, as the water pond depth
will overtop the crown of the street. In the event that the sump inlets
become obstructed, runoff will pond up, overtop the south sidewalk of
Bayshore Drive and be conveyed south in a drainage easement within
basin C14 to the next downstream sump inlets at DPC4 and DPC14.
Basin C13 will consist of municipal lots and a portion of the dedicated gas
well pad. A proposed storm sewer has been proposed to convey the flows
west from DPC13 to the low point at DPC8. A Type R inlet and attached
storm sewer-stub out have been proposed at DPC13 to accommodate
future/developed storm sewer tie-ins. The storm sewer that extends from
DPC13 to CPCB has been sized fcr '.he develcped flows from basln C13.
Basin C7 will consist of municipal lots and a portion of the dedicated gas
well pad. Runoff from basin C7 will sheet flow south to Bayshore Drive
where it will be conveyed south in curb and gutter to the ongrade inlet
at DPC7. Basin C16 consists of a portion of Bayshore Drive and Tract Q.
Flows from basin C16 will be conveyed south in curb and gutter to the on-
• grade inlet at DPC16. Storm sewer has been proposed to convey the flows
PHASE III DRAINAGE REPORT
FOR
ST. VRAIN LAKES FILING NO. 1
• Page 16
south from DPC7 and DPC16 to proposed detention pond 106. The
proposed storm sewer has been sized to accommodate the developed flows
from basins C7 and C16. A 2-year inlet has been provided at DPA7.1 to
capture the nuisance flows within the curb and gutter of WCR 9.5.
Basin C6 consists of park/open space and a portion of WCR 9 Y2. Flows
from basin C6 will sheet flow south to WCR 9 '/z and be conveyed east
through curb and gutter to a proposed on-grade inlet at DPC6. During the
minor storm event, the on-grade inlet has been sized to capture all runoff in
the curb and gutter at DPC6. During the 100-year storm event, carryover
flow from the inlet will be conveyed southwest in curb and gutter of
WCR 9.5 to the proposed sump inlet at DPC5. A 2-year inlet has been
provided at DPA6.1 to capture the nuisance flows within the curb and gutter
of WCR 9.5.
Basins C17 and C5 consists of a portion of WCR 9 '/z. Runoff from
basins C17 and C5 will be conveyed in curb and gutter to the low points at
DPC17 and DPC5 and be captured by proposed sump inlets. Flows
• captured in the sump inlets will be routed in the proposed storm sewer
system through a water quality vault and discharge in detention pond 106.
V. CONCLUSION
This drainage report complies with the standards and specifications of Weld
County and the UDFCD. The drainage design is effective and economical for
controlling damage due to storm runoff and minimizes erosion discharges.
Measures have been taken to provide adequate onsite drainage and
enhancement to stormwater quality.
The proposed stormwater drainage facilities have been designed for the 100-
year storm event to ensure adequate onsite drainage. The proposed water
quality/detention ponds and the proposed water quality vault systems will provide
stormwater quality for the proposed development.
•
PHASE III DRAINAGE REPORT
FOR
ST. VRAIN LAKES FILING NO. 1
• Page 17
VI. REFERENCES
1. Urban Storm Drainage Criferia Manual, volumes 1 and 2, Urban Drainage
and Flood Control District, June 2001.
2. Urban Storm Drainage Criteria Manual, volume 3, Urban Drainage and
Flood Control District, September 1999.
3. Soil Survey of Arapahoe County, Colorado, U.S. Department of Agriculture
Soil Conservation Service, March 1971.
4 Master Drainage Report for Ritchie Brothers Auction Park and Final
Drainage Report for Ritchie Brothers Lot 1, TJB Consulting Group, LLC,
October 2005.
5. Weld County Ordinance Code, Chapter 24, Weld County, December 2002.
6. Storm Drainage Design and Technical Criteria Manual, Adams County,
Colorado, February 1989.
7. Soil Survey of Weld County, Colorado, U.S. Department of Agriculture Soil
• Conservation Service, September 1980.
8. South Weld 1-25 Corridor Master Drainage P/an, Anderson Consulting
Engineers, February 2000.
9. Master Drainage Report and Stormwater Management Guide for St. Vrain
Lakes PUD Development, Carroll & Lange, Inc., February 2006.
10. CLOMR for St. Vrain Lakes, Carroll & Lange, Inc., March, 2006.
11. Drainage Report for St. Acacius Subdivision, Alpha Surveying Co., April
2005.
•
�
'
�
1
1
'
1
1
1
�
1
'
1
1
APPENDIX A
' Maps
'
1
�
1
' !J + ,� / � `` \�w. �\ L � �
MuRignn . .,• . `� .
:� � a90 n ��� . _.._.
Rc8¢t'tl@b'/HW,Y,-88 Ff.�..COWN5 �"•.-. . . •.._
' IN1ERCt�ANGE � __�'P��AND i � . �-
,JqHNSTOWN i
. (TO BE IMPROVED) / "�BERTHOUD 1 � � � . �
� � � � � q'm
l\ � �
\ ' o
� , �
� - � -_ ". ..�.
_.a�it10NGMONT �'- � . ' • 4" ' ._
, LYONS r.� WY 66 ,
i .
' _.— �*'- ( . �� anao a . °�LAliEV1LLE! '
`° 4 � � �
i
' � fUNRE � ' � � .
� WCR 9 1/2 ` �
' �, : (I-25 EA5T ... . .
, PARALLEL � �
, � PRTERIAL) � , � . � �
. - Y' . "`r-'� ,.n, �i
�� Fbster � ���.�� � � . .
� ' 3
� �.�.^ �
� Rea¢riair � � - i _ExisnNc �
, � : .- � WCR 9 1/2 :'� . � ..
� , _ , -
' � �" �� J .
/
WCR -28 � 1 ., � � . ���
_� __�.. ay . ._ _ . .�'.���.�
� - -' -.s � .., -, =�
� _ � � . . r..,
.(_ '.� ' - .s _.. . .. . ;. o / . , . _ .J.'
� �-- . E%15TING � .. /
�i FRONTAGE
ROAD �
� (TO BE REPLACED �"� `
BY 9 1/2) . � ... .
� ! .: . .� � ,; '.
' ; J � . VRAIN LAKES ' `
FILING N0.1 M
� � � � SITE , �
♦ � 1 '
� �1R P�N R���R
' N� WCR 26 . . J11.
N
� ' �� .
]
X � I �
' ` x
rB . � � � ., ..,o.
. � i � .... ..
A
i �
1 ry � _ _ .�
��
;,�, � ,
� � �� � �: � �
LONGAION7} `� �
.� . HW1' 119 � . t � <n.r �w..- �» .s � R 21 i� _na� �.� _. .
' �. �„� ..__.� . � �.ow . ._. .,. . —�' . . /
� � FiP.E5TONE � �
. I-25 �HWV 11Q ��� �� ^ FIRESTONF . I � - FRHDERICK � -
�
- �N,t �.��� � .,�no �
'QMPROVED TO -�—' ' i FftEDEPoCK. . � - " _ �'
' � ULTIMATE� .. . • _ 1 �ECONO - �� �
CONOITION) � 3 '
, } � . EXI�TING gOAD
� j ' .�o�� PR OS ROAD
� �Itnrne�.
t �
� j
� �� � �� �� f�
V������� �� ��� uarmu Lange,
'
'
� — a
m
CqR
pOYd
� q=q C 1�
w a.`!m °oE
Q �°ou$rv �
� s... d S '" u�iV � m c v��`o_m
N e � �] ¢ pp p W ��
. �. N B uSj�`ad
,� � w �; � v vzo
' U � 6 ` ZO �u o0 g� 3�Su"N
W ` C A Q z �tc � � E °$Ba m
1�,�� l {i� WlO 1 0C � £ Y4N f
Q o CJ I� r�1Ci Oz 6� � 00 C w' �E$p8
H z 2 �ii.� /1� (�i •-�i >O � E ¢ E E LL
W e C ^ �j f+{ �p� pa H y �ti LL o€a�Q
' - h� LL � f 1 Fi�� i5 z W o, ' v8'._w
� o = a o NW � H m a o,� �LL
m °z � � ' r c"a'c
O � �i O � OO � Za` � _ no as
U NF � .p
L 2 � {t � � � � S N � U S LL G q U
' u- N
• �
Q � U w�N 6
� q
- «
� U�� 09
... _— '7 IE Y b�L O
^ . .__ .._—. . _.._ �VE �c
a ""o A
� � N u q� q
Lp d0
F50�-4
' �i �I�. IR `. i�
I
� �, i
i �
� ��� I r���l i' a �
� t i� N � �
I' � y �
�' e pI
O �6
� �t\
�' ���
' --_ ` 7�' i II
!
�__L---_
� /� � �
��1 I
a
M I q' I II o
� I � � d�� ,
J �
o Il � u1 i
� �� � q I
i � y�
� � � _ . � __
� � �- � �
� � m �
O �
Z
5
Y
�
Y /
'
1
1 �
W i S m 1°
J � 1
Q x 4 �y] � WV G � � qONv
� _ V e � O r7 Z m � N � o� O q q m � H
� � 6 W ~� s � � � « A' EuaoE
W u 1� � ¢ p Z � WCO ay`� v « N �
aY Q w Q Z � {C CN E '� OVLLL �
O i ¢' 1�, � � � W N 6 C m ' � =y a �
_ f � u� y+ � E' ^ i � o am SE a„ � oA
X z Z � � a 60 � E m $ c � umm`
Q C � LL = a w E. 8 a oz a
� o C 1G� � � � o �— i� .�' `m ,� Cu5w
' d � N � ' ` O � vf ,` � w � .�. . v n� S m
< - = apao � _ � �n � W ° � �
00
` �d' o F�IOO � �" = a � � � � o
e � Z � � -y � $ � E € LL
F � w � � c Q
' R t- � V� � � � d N � � G y [ �
Y LL ➢ � W
V � oJ � 7LL
aQLO �
NF � ¢Yy
. . . ._ . _ ..._ .:. . -. OfEdL
� — � LL " u
QQU �
� cra �
L W
— _ " � w � E
2Z l
k' Y � LL9
� .. I� I ° GE - �
_ . _ �_�r � I m � � � E
1 . . .'� na � 0 p
��� � I � c � � de
1 4- 20 « d
}� il, v h e - � > � L � ��. �
1 . ; A � } �' . � / � / r �y 1 i
�' 6 < d `� � r �r E{ � E n r ,yy� �. � � ev �S .�.�-...��Ifra 'r� 't �
� ��; i�� a i � i` ` 5. .�� � " _�� M .s ' " , f �'�f�;
� E � �' � \ G 1 `�: � � Y � � � A �
� P � '� � _ � ��
�. ^, , �„ r , . � � � s � , ,r;� � .. �:t
py ,p , f
� �� p : t 1 � � � � - � '�.I
� � l y /�' � � 1 Y h
�� � j �• l � � .� F -Or'�nA�Iq� i � �( �'� � � ��
� ♦ 1 :� i V / Zh ! !� � i � ^ ) P ./
� ,;� y/ J d -i
i ,�a �. , ,> .a � �
� ��1 Sa � ^�y��E14 / I : a.- � vqrypp � ��
� (F ✓ '_]. 9 � .� '� ] � �( �� s � I
� If� � J '� ��n ' � � 4� �Y 5 /
� x . S . � � S!'�� a l,� l ! .:�
� # r� �< ) E �'.
� � � : r� � �, r 1'� ' ° i�� . d ° •, ° �ra �� . .
� L . dE Va� i � �� � 1 I t � .
M S
�yt y �:f L �] � . � ." t ' J ^Y'e e' � 1 a �`� }c �`'i}_Gt � p�� uti
� ' � " .«.i � / w i � �. ( "rt r �
� y a n � �Ru
� ��T �'/�Y�<� � ♦ .� � � � � . � f
�l� G � l 1 . � F 7'
� SO l R�t� I I
� ���� ] �i e . u . �
� '. �� ` �x � YF~� 1 } .�fi� , ( �µV� T ' j r ; f 4�
� � ♦ k t l' ]T � = a..
� �. �!Y � J _ � ( 1 3� i � � �' � + '+ �
�
J ���� � 1! fl a � { � i� v� � � � � �
N
� i �A
'� ♦ � 1 � � / a ^ ".� . _r' � i "e � e� � 1 ". i
� �i a� .,� � � � � i ' � i �`1 ,_ z • � �
. . ar a .
� F
� � � s a '� �1 , ''� ' 1 � n y. z � : i � � '�y� ; �a � r I` i
2 L I v-. x � � . ]
t. � �
/ ' t
�
y
♦� �{. � �_ t� . Ll� ] �K � �r �o � A �t
� �
1 ` {/ /� '
1 a<� .° : c` � D�` � a � tr �� � r
� t�� � /i ^_sl � e.� i4n ._ c � 3'ei i � !�a � I N i � .41 �
x �j) r
V� • rial�`6 � y! e'1v f e,f�Y a. � '�. r� 9
� .. . ./S. ^ C . ' . . . :- . _` �. . , } � . . . . .. , � "
\` ��W> 14~ / V f I '� � ♦ u �♦ d �_ � a�`4 1 ,�`"� � . . �Y ��.,
' ` iti �l y e �l� � i #'' > � ' ' 1 � ' I "4
� � �j �
� 'j -. b .�Gi �` �Jr"(.�
bm� G � a�a�_ ¢� [ - `- � `S
/ i � � J � $� < � �} !
' , y � �� �:,µ M ; ' �.
—0y�— `.� '. �� r r" • � �, " �' f F "�� ` 4�5.� "j � t` �',', �
A `
a
� ?" p ._ .'q ` r �+r.. `rS' y'_ . .3 , . '� � t �
� � i' .a - � y 'v 4 N i f� . i W
' \ ��S : . : �i� # 1 '. •"- W TS'.E ` � Z
,, � ' � i � � , �
t q }
� y ° : � '' �' � �
+�e . �, ,:. . < .� ` ' � N
� ��S. .� 3'\`' l ur �. . . , � ?3i ' � : ,
" �„ ` < a , .I �x�p „
� L' � � `; 1� b , � , ," ,�3-� __
� � M1 /F � Hr �� kk i � �
�� �
� ( v \ � / 8
Y� � � �
� ' ��• � �a �C.u� � ° a
N .
4 �l � � R n x ^� 4
V��.� � �'.'i� � � { . � a : � r+ r
� . � !. , �y 1 � :Y�` i � t � �
�
._ , . 1 � ; � �, . :�. fl ' N
� � , ;
� � � ,� `,- ,t .,� -ru= , .. �. , . . �
.zuf 5 � i��� a� i �p ti -�f. t , <, f• t ry .r . ri@..
v nIA '� � . . �.
_4_
'
� KEY TO MAP
' � 500-Year Flood Boundary
100-Year Flood Boundary
� Zone Designations �
100-Year Flood Boundary
� S00�Year Flood Boundary— ,
Base Flood Elevation Llne 513
WI[h Elevation In Feet**
� 8ase Flood Ele��ation in Feet lEL 987) ��
Where Uniform Wi[hin Zone**
Eleva[ion Reference Mark � RM7x
� Zone D Boundary — — —
RiverMile •ML5
**Re(erenced to the National Geodetic Vertical Da[um o(1929
' EXPLANATION OF ZONE DESIGNATIONS
� ZONE EXPLANATION
� � A Areas of 100�year flood; base Oood clevaHons and
flood hazard factors notdetermined.
A0 Areas of 100-Ycar shallow Flond'mg whe�e dcp[hs
I are between onc (1) and three(3) fect;average depths
� '� of inundation are shown, but no llood hazard (ac�ors
are determined.
� AH Areas o( 100�year sh�llow flooding a�hcre depths
I are betwecn one (1� and [hrec (3) (eet; bnse flood
� � elevations are shown, bu[ no flood hazard (actors
� are de[ermined.
A1-A30 Arcas ot 100�ycar floud; basc IIooA elcva�ionc 3��d
flood hazard faaon deteimineA.
� q99 Arees o( 100-ycar ❑ood m bc protecied b�� tlood
protection sysrem under construclion; base flood
elevations and flood hazard facrors not determined.
B Are.�s between limits of the 700-year Hood �nd 500-
year flood; or certain areas subject to 100-year flood-
� ing wiffi ave2ge depths less thxn onc(1) (oot or where
4he condibuGng dralnage arca is Icss than one square
mile; or arcas prorocted by Icvees from the base Flood.
; �Medium shading)
� � C Arws �I nilninal �Icr�Aing. (No sliadingJ
� � D Areas of undetcrmined, bu[ possible, Flood hazards.
�� V Areu5 O� I00�ye�r �oastal (I�od witl� velooty (wavc
e..U�nl; be�� �I����J dc.�tlon�ana IIouJ hasard faaon
I no[dctcr'mined.
� � V1-V30 Areas ol 100�)'ear coutal �lood wlth vebdry (wave
actionJ� b.tsc ilood elc�aoons and ib��d hazard factors
decermined.
' NOTES TO USER
c� �:� _, ,_. „� � r�„� �� < i n <�a �„�a � �, .,s �,�,,,:� ,, ��,�, vi
�� inav be protected by 11ood eontrol scrucmres.
� This rnap is for (lood insurance ��urposes unl��; i[ does not neces-
sarily sho�v all areas sublect to Flooding in ihe communitv or
all planimetric feamres ouuide s0ecial flood hazard areas.
� Por adjoining map panels, see separarely printed Indez To Map
Panels.
�
INITIAL IDENTIFICATION:
' NOVEMBER 22, 1974
F�OOD HAZARD 8OUNDARY MAP REVISIONS:
:�� ,,:�-
v:. , *a � 8� �''}�t ` r +�a _ S 8 4.
r �� � a c � '° � 't-�
� �� 9. .�x F 42 .�« , $a �a z� �� (
'3 i.t. ..+'>� �.< !i� 33�� s� ° �: .�.,�nu.
_ .,� 32 �. r -`:" �'d,. *t ��_ ,
�
�,- 1 i ¢ � a g„�,z�n � �� t� .
�F`' r (e yi � t 'd' # �^N �-�"` ) 3'"' 8�
a `' 82 r " � `. a
a' "ti� r,+� '
��� � ; ��� � t `Sa� , . �P' idn � ' .:. aiax.• �8
y � , � t �R" •=-m�. t 1 82 °
��y� 4Y � a� � r,. � ' e
{ ;
a , r 4 "�w„+na:*,• s;. �z�" t � ��," $.."^i
� { ry �• F' 2 ,y1
6 �S 4'�� +N" �R . B2 3 u,, a i° y i 3i ;a �
y"
, .
y,. ,., �.. �
,�,: na g3 'i , . 2 �r ��:. d}...
r � Fr a #
�
"� "' ' � � 4" �_�� h� ` � A �,�
�
�, � c' .37;: � f' �M. t � .T'n
� b a � � l ` y
�k � �i .'`nv � � � � � A��,4�jfY� 82 ki�'
...B< � � � +� �' M
f 82 � ! t .' '.
(�}+Y 'r g r�'Y P � ��+ ' '�. Y P �
s ..�.`a.' Ye�4 �p��" .y. 83 :: � �
�
- ' ee �'� , t . 16 trk �.�; .. 79; �, s'yr ,, , e z �
,
� ., „ � . F � ,.;
_ — Y �� n 8 .
r% :, ;:! ' . �,
�y i
i x- � 79 �
` r 82, ��
`} /�r�,� i0.2
t
s� t�ry,� .�,* F y `4e � 33 ._�{� '� SRrJ i'°f� u.�� :i
, w i � 2. ,� � ��q � � � �,. - �.
� w �
r y � � ' �^�; �� rx �S� ,� k
82 �"� .,� - � ', . f�'`�s�, � ' �`k�6P ".
$ t d f �`n.��� W �,� �` 82 Z� � 16. ,. "r�
. tt ' C �
Y 4r
f �
. 16 �� � I6 r 1 .-� � , ._. �s -"' g...
42
� �:
� - ';. . . , . � ..... -� . . �
} >. 82 t, �: . . ;. . ...
�ORN . '��. :� a;
ERVOIR� . '�� '� 82 � �� -
a v,
�-
aa, $q , :.Y��f
dl 82 8
�rt�
': � �- fi z
* ���. 4;5•�. a,4...
� }� -. ; .,, f` � nz{ , :
w . i � �i'�. 1 n �. 3 -� ''��
i�'�.::, '�' �Ry1.++��4 ' { �� 65 A,
₹', � 1�7„ 8� , 7 .� . :,
c.„ �.
,}+ 82- $2 �� ` �•t
,,... , . i61, . "
d ,.fi :� . � � .
� `f � a i ! � ` t i
, c r�
q �, s� k3
�' �4 "-�' 3J 9 �'h`��r� �� ;' ."3���� . r ���
. i4.
af w''}� � : 1�: ' e��� .,"p ��
X �-x "s� �� � �� / :�"��
, O I ' �,�,d
��., � .�� =A � y,r�+ 3� ° ,� ,,�r �'-`/�..�Z
= t
. . �. .,t 15 "f ' , �. .
F9._. AS � � "tib f� r
, � y,� _82 . - x.. , �a .
�� 3 .�n` '�, 3 15 - �y,v+ i ���`I a��a' � ��,� m
'
v
zt��, -_�`ts 65 �� .'S sH I'n���'J9 �t/°= c; x�c n � r . ,
i<� � ,'s CT � - y`'" *s � �"} t��
��z'. /� v�"r,�`� - . ,�(''"' ��*cMi�-�"a, •- - t ":L �� �',_.�
1 l.i � 3 � a � � 5 P�' r F ^�+n. E ..-�c (� .� u ,a�
t � ' a>� 59Wz ' � i � �, ��� �.-s -��� : �I .+h�t
f�' w- ��y µ �'J s
�� J�
� � � � � � `� �"�5��'+� /
�; y wateY � S.
_t'�d�s„w � a r' t a �3.p: cd� �� ,.��� '#�. .
1� d � g �asi ._�;,, 1 r �, ,.. ,� �
+�n �.. � y
• t s F xY,
z�f � . . ��.z. ' �t P`. 4
. 3 .wa�e � 5e rify 'e9
�. ..� , - y� 5 r�y k �} .i'�°"�� ��,,,.
�,. w�.7 • b;j � ''"�'rfa.�`"��'<i��'�{:. r'{u:'f
�
>"ar "� « ���t-yw�:.'" .
. �t ``� �� p �� �� �d i
�S . A4. . JS .' V �'} 'rt W��� n
V �
'�..�� �1 lOX x�:'��' ��ty� ^�i� �;� � �2 ��,.., s i
L y .� �.9 '
�' � ' VE � �.r+s'�� t7 � .�,Yf� ��
�*�. . L5 t �T$� _ '"' `� � t
p �`t r�t� yt x� y,,,. ,}Lv�<� � §
- ' � , „J.. ro ::a e�'Or. .n �6: . _ r . _ -
� 132 SOIL SURVEY
' TABLE 14,--S0IL pND WATEP FEATURES
[Absence of an entry indicates the feature is not a concern. See t�ext for descriptions of symbols and such
� - terms as "rare��� ��brief�n and "perched." The sYmbol < means less than; > means greater thanl
Flooding High water table Bedrock
Soil name and ;Hydro-; � Potential
map symbol ; logic; Prequency ; Duration ;Months ; Depth ; Kind iMonths ;Depth;Hard- I frost
� __ �group I ' ' ; � i ness i action
i ,
� i
� � ; Ft i
i i � i i — i � In
I I I � � I �
�� p'___"__""'_i B i None_'__"__� i _" i >6.0 ' ' �
--' i --- i --- , >60 ; --- iModerate.
Altvan ,
� � I
I I ' � 1
� I Q �A r-Juni0.5-1.0! � " I
� � �
^-7� 3*. I I � � ' � ; ! ! '
� � �
�
0.quo115---------- ; D ;Fre uent----;Brief----- � �
' P Apparent;Apr-Jun; >60 , —
, , � ,Nigh.
i i i i ' i i i
Nquents"------' � � �
; D iFrequent---- ;Brief----�AprJun;0.5-1.0iApparent;A r-Jun' >60
� � � � � � P ; _" IHigh.
' i i i � i � . i _"
i i '
4�: ' ' � � � � � , '
i i i , , '
� � i i i
Aquolls---------- ; D ;Frequent----IBrieF-----iApr-duni0.5-1.SiApparentiApr-Jun; >60 ; ;High.
� � , �
i i � i i ' ' i i
Aquepts---------- ; D ;Frequent----;Brief-----;Apr-Juni0.5-i.5;Apparent�q r-Jun; >60 ;
' � � � � � P_' '__ I od
� i i i i ' '
5� 6� 7 B � � ' � i i
9-----, B �None-------; --- ; -- i >6.0 ' ' , >60 ; ;M erate.
Ascalon
i i i i i
� � � � � �
i i i i i i i
�0--------- '� I1 ;Freyuent---- ;Hrief- iMar-Jun' >6 0 ' � __
_______ � . "_ ___ >60 -
, eankard ' � � ' -_- --- _-- Low.
i � , �
� � � � � �
11, l2_"____"'___ � � � '
� �
�
B iNone"______'�i _" i _'" I >6.0
>60 ;Moderate.
9resser� , � , ,
� ,
, ,
i
�3-------- i A INone----'- '
� --- � --- >6.0
Casca]o � ' �
�
, '
�
___ � __' ' >50 ' __' ov
I � ;
�� ttl, �� 16, 17____ g � � � ' "'
L
�
�None______' � � ___ >6.0 �
', ___ � �
Colby � � ' _" _" >60 ILo .
� ;
� � , �
� � � �
i
�
�i8*. ' ___ _" � >60 ___ ow.
� ' '
i
Calbl'----------; R ;None- ---
i
' I >6.0
______', __- I
� � � , '
� � � � �
I ;L
� , � � '
Pdena--------', C � � �
INone'_"____� ___ ; __' I >5.0 ' "_ � � >60 '
' "' ___
' � � � � � � ' "_ � ___ Low.
i i i �
�
i i
19� 20___"_____'_ � � ; _" I >6.� '
, B , Rare--'----� -- i
Colombo � , � f �
--- >60 iModerate.
, ,
i i , '
21 , 22--' ^ �
- � INone____"" _" __' >G.0 � __' "_ >60 _"
Dacono ' ' � °W'
i
, ,
�
� , '
3 � � �
i
���2 , ZI'____'_____'�� a '�Non� to rare� ___ � ___ ; >5,n .. ___ � ___ >6) ' ___ ow
Fort Collins ,� , � ! ; , � iL• .
� 25� 26"'______"_� E IPare to 'Brief"___iMay-SPpi >6.0 � ___ _'_ >60 � ___ oW.
Haverson ; ' __ :�,.�. � IL
_, _, �
�� i � '___ 'i � �9au^______'_� _'_ � I >o.�� � ___ � ___ ' >�i0 '
HeLdt ' ' ', ___ � � � � "' �Lou.
� ... ' � .. . . _ ___ � . __ ,ier �t_ .
n xi . '
9
_ ___ ' , _____ � ___ , ___ � , � � >�.n ��s��,
dU bur[ � I
� ,
�j3� 33, 3 ` �
� 32, 4"__i R INone"""_'� __" ___ ' >5.0 ' "_ "' >60 '_' v
' Kim � � , ILo .
� �
�c+.
� �...up___________'_ �. r r,.... � .. _. _. ... _ � . .- �� . . . . . . . . .
___.._ . . . . . � . . _ ' . .� .�.
i . �i . . . . . . .._...
i r CaIN of. i i '
' � -
Boel---— - 9 0ccaci .naL ,,E i-C -- .iar ��n� i � 3 IApr-� cnLlNov-Ma�', >50 'iModerate.
i
36�: I -- �� -- � I i
� � �
� � �
Midway- ' D >6.0 I -- ' -- 0-20;Rip- ;Low.
' � � � �
� I i � � , I I I pablel
� � �.on^ � � I � I i
See footnote at end of table.
'• •
'
'
WELD COUNTY, COLORADO, S0UTHERN PART 133
, TABLE 14.--SOIL AND WATER FEATURES--Continued
� i Flooding High water table � Bedrock
�oil name and iHYdro-i r i r I i i I I Potential
map symbol � logici Frequency ; Duration �Months ; Depth ; Kind iMonths iDepthiHard- ; frost
'groUp ' ' ' ' ' ness ' action
� i i i � Ft i � i In i i
i i i i
36f: �I I I
, � � � �
� � � � �
, Shingle----------; D iNone-------I --- ' --- I >6.0 ; --- ; --- ;10-20;Rip-1 ;Lou.
i i i i pab ei
i i i
i � i � �
i � "' I� "_ �20-40iR�P-
i
�37� j8'_'_'_"'__'i B iNone"'_""; _" � __' 1 >6.0 '
Low.
Nelson I I I I � I ab1el
I I I I I I I
�39� 40, 41 , �2, I i ' � � � � � �
i
i i
43 -------; C INone--------; ' , >6.0 ' ; >60 ; - ;Moderate.
� "' I _"
""'_" "' � _'_ I i i
Nunn ; I '
; I
� � � � i I
� � � �
' 44, 45� 46, 47, � � � � � --- --- ' ' --
� � � � � I I
�8---------------i B iNone- i i --- i >6.0 i i I >60 i - ILoW.
"_"_' __' 1
Olney i i �
i i i i
i i i � i i
i i i i i �
49_"__"'_______'i A iNone_""_"� "_ � "' i >6.0 ' "' '_' i >fi0 _" ILow.
Osgood ' ' � �
I � � � � � '
I
� � � � ,
I I � � � � I
�
50, 51 , 52, 53-'—i B ;None-'--- ' ' ' >6.0 ' --- ' , >60 --
, --- � --- i � i --- i �Low.
Otero i
� i �
' � i i i ___ _'_ � __' .
� � i
54, 55------- i B iNone to rarei ' � >�.0 ' I >60 :Moderate
Paoli
i �
� � I �
� �
� �
56, 57'_'_"'___" � C INone_"'____�� ' '� >5.0 I I 120-401RiP- Il.ow.
"' � ___ ___ _'_
Renohill I ' '_- --_ 1 r � pable�
�
� i ___ � . �w.
�
i
58� 59""________ i � INone'______' I >5.0 I � I10-2�)' ab e���
Shingle
60"• �
1 ' f '__
Shingle-------- i D ;None--------I -- ' >6.0 -- --- ; 10-20;Rip- li.ow.
� � � � � abl
� � � � � >� I I I �'� �able�l
� � � � i
� �
� �
nohill---------; C '
iNone_____"' � _'_ �, F 0 -- ��9 PiP- ow.
� '
� i
� � i
i � � >6 � ___ ,�
�
, �
61_"___' f "_ �
� n_�, i _
� D iNone_____'__� '_ , '__ � _ _ .tipbl � o��_
Passel � D
( �' _______';�� 2�-4a�GiPt1 �'L.o�..
'__ ��i ___ 1'� >/6,J 4
62, 63------------I B None- � --- � --- �'.
_ _ _ �
�
Terry '
,
, � �
64� �_________'_''� . N�ne_"' '__ �, __' � .:.
'fhedalund I I , � I ' I pablel
' � � � ___ , ___ �� ! "__ .
66� 67—""-'"'--i C ;None- ' ' >6.0 , >6-0 Ii,ow.
_'_"__ � _" � '__ !
Ulm
� � ' '� ___ �, ___
�
ud+____'__________ � A
' ' ' __' ' _'_ '� >ii ��� I >00 'i "_ �.Lay.
i �P1�ne-------- � � .
'Isti� � � � � � � � �
�
� � . � � >>. . I '__ �, ___ ' ' . ' '__ �
Torriorthents ' ' ' � �
�
69� 70"_" i A I None- � : n �
�
"_____ ____'__ � ___ i ___ , � '50 .c�;.
Valent � � � � �
i
t
71�: i ' _ � � �
� �
�
ent-- -- --; A None---- ' � rn ', Lo�i.
Val �h
�
.,,. .,. - � ., .. , . , ., , _.. .
: �.. ___ ' ' °_-^ r_ ,. ___ .� _i,,.. . . -_.-_" _ _ . _ .
�� ' ' common, i� ' � � � � � �
' 72, 73� i4, 75� I I ' , . ' '� '_ -.,.
,
' B INa�e- i i ___ >5 n '� — ; ___ ', >bo i, _ 'L,,.,
76, 77----------� - -- � � ._ . .
Vona I ;
', , � �
� See footnote at end of ta71e .
�
,
M
� 1$4 SOIL SURVEY
� TABLE 14.--S0IL� RND HATER FEATURES--Continued —
� � Flooding High water ta61e Bedrock
� Soil name and iHydro-i � —� —__---_II Potential—
map symbol I loglci Frequency Duration ;Months I Depth Kind ;Months iDepth;Hard- frost
group ness action
� � i i Ft In �—�
i i i
i i i � i i
i i i i � i i
78, 79, 80-------; C iNone--------; --- ; --- I >6.0 ; --- ' ; >60 ' ;Moderate.
' Weld � � � , "_ __'
i i i i
� � i �
� i � i � i I
�
� �
—i� 81+� Q?*, 83*: ' ' ' ' '
, � � � � � I
�
_ � � � � �
Wiley------------I B iNone--------1 --- I --- i >6.0 I --- ' I >60 I -- ILow.
i i i
i �
i i i �
i
' Co1bY__"""__'_� B INone_"'_"_� � I >6.0 I "' I _" � >60 ___ ILow. —_— —
i i i i _ i
" See map unit description for the composition and behavior of the map unit.
1
'
'
'
'�
'
'
'
'
'
'
'
�•
'
� � ,j� ����T- l
� � , � � �; ,�� � , �i�„� ,
i��
� � � �, , i ��� , i��� , � , , �� � �
� �, ' � ' � ' � � -� !��� � ► � ��� � �
, .
� � , ,/j . � � � � � � � � � �� � .- � � � _
� � � � ��� � � � � _f� � � � � �� � � �� � . I � � �� �C
�� � I �� �j����� � -�� �,� � � �.
�� I I i I�
'✓ ��/ ��/�///// j � � I � I
' �
/ �� � ' �- �
��������/ //� I�� � � � ��1" �. I ��
� / . � i , �
,-
; �' �' ; � / i' , �� �' � � ( � � � / , _ /�
; �' , ;. ' , ;�, r"�% �i I � '�,, j �� � � �� I�
; � . �
� � � � � I
� ' � , � '� �� �� � % /� ����/ ����� � ���' /�� "� (:�'� E � ��; -��
/ i' , ' ' i / / / � i ,�i�\'�/� �� �� � �� -�
� � j i � , / ' /��� % /%� �',� K � ��
/ �/ -
• '� �''� /,!�/%�%/�� i . i� �
� � � � � , , � , , , ,� , , � � , , ,
j, , , , ,' � ,'�, / � , '���� ,�
, � ,"/ �_, I I ��,�",� I �/ ���;
�/ � %/ i %, , �' ry r
/%%' / ! / ' ; , % /, ,,� �RR^FI �N SI I ,� I �� I �- ��
✓ / 'j/� / / �%l/� ,� � '� I I I I � I �:" IYJ
���///� � //� � �' ; /,�' ;/'I I ��-_i�'�
, , i ,i / i . � , � . - � I
'% /�/ i �' i ,'� ' �/�/ /� // ��� " �� j� �j � l , i -- .
ST. yRAW LAKES- / �
�. , . � � 'FILSNG�N�, d � � � , ,
' / i� , . . / , - -�__7� �--`� r'��r � � ���'�� � I
r i /f � � I� � I � I � I � � � � � � � � � � � � I -' J
r I I I I I 1 I I !, I �I I I ' ���
I t I I . �., �. �1,r� i�� I° I I I `
I I�,.� I I I I I I I I I' 1 �
� I , I , ;, I I I , I , I I , I , i , l , l '�
- i i i i , � i i \
' � �r��� � � � � � � � � �. � , /!\
I % � I' ��I� �� � I � � SOIL TYPE B �II
xl , � �
L � I SOIL TYPE C
. N.TS.
St . Vrai n Lakes Soi l Map �; ��a.�°''&`a�gE
' RAINFALL DRAINAGE CRITERIA MANUAL (V. 1)
� st, v�� s;� �► �, �,���� D�� > ►.3c��.�
�• R ]I W R ]0 W R 69 W ft 68 W R 6] W R 66 W R 65 W R 64 W R 63 W
��3 � 41.45 1.45 1.4 1.35 1.35 1.4
' � z
� I IONGMONi I n
•
�
' F I NIWOT I I F
•
j
, o
� � z
0
— m —
' 1.2~ ~
wE
eaicxr • non s
N a I � N
' � O i �
eO.L�=R
JE ERS0N
� �
� °` rc E � pENVER
�
� m
� � � � � ,i7 x
� �.3P PDAMS
� o ..�:;tl? r:rmrvio7E
� � ' � �
� I.0 VER4 EEN m
J , 4 .:
' _ _ P PAHOE ARAPAHOE
� •.(. IGLFS ''�FRT
Ow�CF �
_ �I � '= I I I ,:� �� _ � �
. �
� � I -
� ,
� I I I � I � � I �
_- � -- I------- _ _ _ _— —
� � �
SEOPLIA � �
�
� � X L39 `
�-� r+nK� vr
, ., , , � ,
_ _� __ _. - _ - ___T�.. . . � i . _� __- _ __�___—_ .-__.1__—____.
� n '� w � R ?C w � R 69 W � R 5P v+ � e 6� w � ' 65 w � a 55 w � R 5a v.� . a 6'. v+
FIGURE RA-2
, Rainfall Deptfi-Qu�ation-Frequency: 5-Year, 1-Hou�Rainfall
�
' RA-14 06/2001
Urban Drainage and Fiood Control District
' DRA�NAGE CRITERIA MANUAL (V. 1) RAINFALL
' �j{•vi'CJ�.t� �.�E \��R�fA7�11����11'�•(p�
� R Jl W R ]0 W � R 69 W R 69 W R 6] w R 66 W � F 65 W ft 64 W R 63 W
LS ��6 ��� iJ5 iJ5 � � 1.65 1.6 1_6 1.65
z
r �oN�Mo�r � _
�
� � ��wo: � r � �
� _ � -
� _
� � �5 �
� wE�
�.4 BRiGHID ADA 5
� l , I ��� � �
� _
1 a � � �
__...._ EF ERSCN ._. _. _._— __ —... . .. _ �..___ --___—
� �� � ,� � DENvER `°
�
' a
� �,
_ �� _._.. ..__ � _. _' I ____—
� � � �� �
!�r _ _ _ ����
_ ___ _ __
� ,:F hA-'nNCc _ __—
� � ,� ' , � :
1.3---- - — — — - ——
� Eve ..aEeN � _ �� I ��,
1 65
�_ _ _ . �� �j..l-._ —� a :.aiieC I F,4ran�c ..
r i
� , ..._ , � ' ' ,
�.. �'� , . ,.
_ � } � �— �, � - �I I �
— - i �_ � i�
' � !
� _ , __
� �_ �x r
' F � .. u 1 - . I ��; \ r
1�
/
� C -i ., I .. „ I - ,_ ., '. r. C3 .. �i F fF �, I R 6E 'd� � It Eo !� I I< E9 n k G, �.
FIGURE RA3
, Rainfall Depth-Duration-Frequency: 10-Year, 1-Hour Rainfall
'•
1 0612001 RA-15
Urban Drainage and Flood Control District
� RAINFALL DRAINAGE CRITERIA MANUAL (V. 1)
� ,
.un.,� s;t� (! h� R4;��� dc� ' Z. 6s�)
� R ]1 W R ]0 W R 69 W R 68 W R 6� W R 66 W R 65 W R 64 W R 63 W
2.4 25 265 2.7 2J 26 2.65 2J
z
2.6 �oNCMONr �
' � • \
' � �
� wwor I n
•
� � � z
E�o
� 2 3 BftIGHTO � DAMS
�a / I �
� o�
' o �oea m _� ~
- -_ _
� F Ee oN -- - �. . __.- ._.
�� o � � �
,� �'�� �euveR �
<
' o I �
. .---� -- -- - -._—.•-. __.-
.. i � - - -- ��
� � ' 2 �
���.r
- — - - --o �v�� -- - -�� ..noE - -
� ° 2.15 � i
_���_ __ - __. _. ._—. � __� 2J
� , eve. een _ � �
i I L5'
�5 � ��
-�H'.:� 4n:=Fl:�
2.�5 I -�' � r Ici�As nflEFcT �
� ���FF.� I � ��
�,
, � o
� � ,, i - , °: , ,�
, w , i -
� �� �� --a- -_ _ �
� � � ' „
� ,
. 2.6 � �
_ ���� � . � ��wv* wN . .
i
_�.___ ._ - ._.._- � __- -..!. .___ l ._
1 \ � �
� i ' � : ., ,,: ,, � :_ :.:
' FIGURE RA-6
' Rainfall Depth-Duration-Frequency: 100-Year, 1-Hour Rainfall
'•
�-�8 06/2001
� Urban Drainage and Flood Control Disirict
' DRAINAGE CRITERIA MANUAL (V. 1) RUNOFF
'
� �
eo s,000 sa.n.nomes
, �o / ,
4,00o sq.fl nomes
' tl 60 �
o � / 3,000 sq.tt.nanes
Qp� 2 � '
��O�G E 5�
' 3 J ' ' z,aoo sa.tt.nomes
a dp / � ` _
i r �../
� � 1,000 sq.!L homes
� � ' �
� � � i
i •r / /
ul �� I
1 —� —_—.__ — I
10 ��
a �� i I
' o , z 3 s o 6
Single Farnily Dwelliny lJnits per Acre
� FIGURE RO-5
Watershed Imperviousness, Single-Family Residential Two-Story Houses
' '" ____ __ _ _ . __ _ ____ _ - - _,
�o� � i�
� ��� � '� � ��
%�% i
� ° �,� �� � ,�t�" �I �o-.,
y
�.
�. Y� _ =�j � ��"
� 2 ����' �,, -R-s,�
1 p ,
„
.
o � ,_ � � � �
a 3o I :i''��✓��' , ,, ;i
i`
' ��� �
c zo � y✓ �
� � y ,
r • •
6' -" '' • �
( � '
� ' _ ---- -- -- - � ---�
r
Co. 10. 2�°. �OL a0°F Sng, 0"� '0?S 80°L 94 100%
Watershed Percentage hnpervlousnesa
� FIGURE RO-6
� Runoff Coefficient, C, vs. Watershed Percentage Imperviousness NRCS Hydrologic Soil Group A
06/2001 RO-17
' Urban Drainage and Flood Control District
'
1
�
'
'
1
'
'
1
�
�
1
'
'
APPENDIX B
' Hydrologic Computations
'
,
N
1
'
j tNl
' O fn
� o o � o 0 0 0 O O O O O O 0 0 0 0 0 O O 0 0 0 0'.:'� o O 0 � o O 0 0 0 O 0 o Qj
o, <o ro � c� ro m co m m m m co m m co m m m m ro m o� in ro �:�"m m ro m m o in m m m m E
E �nv � eavvvcco� ovv� � avvacary � eav °' vav� rnovva �
_ Z
� o
d
Ol OJ � m m O� tn N N N N N m m � N UJ N N N N m m m � O] O N m m O M m � �[J N L
U (7 [�l � N M (") R V V V d' OJ (") (") � V V O V O V (�J CJ M M M O N (") C� d' OJ M (7 V V (/�
O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O
o N N N � N N O O O O O O N N O O O O O O O N tOtO �� N N N O N N N ro N N O O
N N C'J V N N (O (O (O (D (D W �fl N (O t0 (O (O (O (O (D N f0 �O ��:�� N N � �[l � �[l oJ N N (O l0
� U O O O O O O O O O O O O O O O O O O O O O O O O � ��0 O O O O O O O O O O O
v v � � v o rn m rn rn rn v v � rn m rn rn rn rn rn a a a ::::.. a a a a v v u� v v rn o�
V Cl M � N M M M M M t`� th oJ (h (�l M M M M th C'J th LL'J tA M M M .- th M th � M M M c�
O O O O O O O O O O O O O O O O O O O O O O O O - O O O O O O O O O O O O
' N
Y
K
1 a
�
W
K
, Q Z '- �O oJ t� t0 � N � N (O OJ N � V O CJ M W M (O �`J N oJ V .. oJ C'J (O M (O O] oJ c� V �O !� (O
Z F- � v � � N (O (O f� (O t") V cJ ^ N � � N N c'l c�J N O N (�J N N � V �(] O O� I� c0 V M Cl � N
LL � N � � N �
O
4
(n W Z m � �O W I� .- C N O� O cD O� � O� C O N oJ O V O M N O N V c] c0 M �O oJ N t0 V (O � c0
, Z � � � N (O N (D I� 1� (O M �fJ �fJ V V '- a �IJ (7 M N N � N (+J 'C N a a ifJ O Ql f� (O m C') C� N V
NJ .- N � � N �
Y Q II
wm F
�
= W J I
' c� Z H U' N � � O o � � o O O� o r a Q W m N ro (�O a � N r O N O � O �O � m N � O N ^ M
Q V N N �"J O O oJ 1� M N 1�
�- � w `. � N � � f� N OJ r (") I� OJ cD (O m V � V U] OJ V W 1� � (O (O N N
m ~ J
� N
ZO j � � c0 N M N (D C N N N (O W N � O N (7 M N (`� (O CO � O] � OJ (O OJ (D T lD QJ (`� Ol � I� (O O
� Q � O O� tO O c0 O� I� c0 Q c'J d' uj N I� 1� N c'I C] N O t") c0 N pj � � o] O� � Q� Q� C I� d' � N �
Q � U N � N N � � � � a- � � '- � � � � � � � � .- r- � � N N � � � � .- N � �
O
� Z r O Q1 C'l O 1� f� O O �- .- V (O T O� � O �t V t0 N V (D V OJ I� � I� � � Q c� I� � V O N I� d
W � O> oJ .- uJ ln cD (O �[l M C� (�l t'l � t0 [O � ln (`") M O N [�l O N O V I� � � Ol V � N V � V
U -
, Z � � � M N O� O 'C t"J o� O� N N .- � e- m � � O� O Q� O O� O d' a � V m ul N V (O 'S o] t'J d' N
O C W W d O)
U -� � � lL " N N C f`") M (`") N r- V V [h (`) N � ry N � V �- M � N N N [+l N � N N N M N N N N N
Q � 4- W �o .. �o , � ,o ,� o o .c o o � - � �
J � a . . . .. . .
W VJ W � O \ N C: N G � C r C '� "I :J R ? � T N U) C'� �. ^i CP � ln rI) .M �J G� (J tP l] M `T 'J �S l'1 .^�
� � Q ` � � c� Nmw � o <r �riww .- o -- � ov ocvo � w � o � � � �
F � � < < � �
h z
I ~ . ? 'J :�; 'V O 'rl � � , r^, G` O <J � ., ` �,• -- �f
Z LL ^ I�`•�) � ,� � OJ �:9 O 0.� i� N �l Ri ^ '(J N (➢ lD � N O O tl il O � � �" �: 1` '� `V I f_
' W " _ _ �l < �_ :'il . ] ^] '^' . t � 'T "� = � . � — �
� _ I— �
� i= �o
rn rn .n �Im mlc� cv ry <v cv � a� a> cy a� a� � �I� c`+ v o t� n rnla�l`� mf"�I�!I� � m N u�l
Q ��N � ����� ��Ir I� � QJ � ��� W �IJ 1� ��� ��� ��� � .-�����
� a w'a � ��� . ti �i � i i,=� � ,i, I �� , : ' i V� , i ' .: � , i i i�� i i
� J
� , :��;
� � . . . . , . . .. , � . � . �
� � o0000000000 000 o a000 0000 0 0o x
' � � o0 0 0 0 0 0 00
z Z LL a O O O I� O l7 N N N O O O O N O O N � O O O W O O O O
— w � � N � � � � � � � N � .- .- .- (O l0 � � � � � � � . � � � � M N M N .- b (O �
I � I-1I-SI.-I.-I�tI�T�r��O� p��r➢ ,'ll��TIYI.I��T�T TIrnlrnlrql.�I..-I+I.�I I�.I�I.�I�I � I��I—I..I�I�,-.,I�I `
� � Yi � :� :, oi i v �i 'i i (O o� oJ �l i]�� ��>� oJiu] u i�oJ.t�J � ^JIOJ t'J tG o��.:h�t+J t'J ry
' � O O O O O O O�O O O O O O O O O O O O O O O O O O O O O O O O O O O O O LL
N
Q O) Gl oJ VJ O � N V tn � M � I� O W O V � OJ V O O T (D N V M � f� � " N �' Gl O �
!J U N C M O O� !� � oJ O� t0 � �fJ oJ � t0 n � � � a O Q� O .- N Q� t0 N ' O> a' � cD G� t� N rl d
Q ¢ ` � V i� t•l O� � n V V � � O .- K� � O M t� .- .- O N M N N V n � N M � .- � N V r d
' � � N
r
z �
v� z
tD Q 1- � N cJ V � <O I� oJ Ot � � .�- � � .�- t0 r oJ O� O � N c7 V N M � N t0 I� � O� O � N N
emoW aaaaaaaaaaaaaaaaaaa � a � � � mmmmmmmmmmmm �
� � � O �
m N m
o �
'
1
y N
J �
� O
2 0 0 0 O O o a o o ° � a � a o o a a a a o a a o 0 o a a�����...o O O O �
d N N N N � N O N u� N .. M �'l OJ 4� � M Ol M LLS LLS � I� � OJ LLi E
EV R OJ W OJ OJ l0 Q1 t� � (O OJ N m OJ N (O h- m OJ I� I� (O � W (O t� � N OJ N W �
— Z
� o �
in inMc� <nM �oMMm m c� r v o �or o r� c� ro �na Mm v m rnrn rn t
U V d' N N W OJ d OJ O] N V N Cl N OJ M N (O N N N (O N (+l YJ N N N N N N � fn
O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O
8 OOOJOJOJ W tOOJ �0 �0 cOOJCOO� O� �OI� O � oJaON u9 � oJK � c� t") MM
(OIDOJOJOJ W N0� (O (D NOJN � oO � tOI� OJOJtDI� (ONOJtO (D �NNN N �
� U O O O O O O O O O O � O O O O O O O O O O O O O O O O O -' O O O O�
M M N � 00 W V' N � ��[1 �.:' V W �M W W N �M[l h W GO ��[l lOD Q N N � � ���N �N �N N ��
U O O O O O O O O O O O O O O O O O O O O O O O O O O O -'��O O O 0���
' N
Y
�
� ¢
�
W
K
, V m � a � � t0 N N I� N <O t+J V O c� M oJ (O � N N N N lD t� �D �� N (O (O N ��
Z F � v � M I� I� M Cl N (O ln l(J � OJ CJ VJ l(J (D (D �(J OJ r ("J ("J ('J N OJ e- I� � O� OJ N m
LL o
+
' (� m Z � V I� 1� 1� O O OJ I� W I� W O M O O� cJ M O� t+J � N N N N t�'J I� [� � N c0 �O N
Z � � `. In Q c� C� oJ oJ N N �fJ I� 0) (0 (") ['l � (O (O tD t0 1� M c`� (") N (0 �[l c0 m c0 ro m
N �
Y Q n
U m H
W p
U N J r r r O (") N I� � (O O �O N N W O O O O O
' Q ^ � O O) Ol O �(l N O) O N
U Z H � � f� O N �fl f�J f") M CO N m 1� f� Ol � C C� (`� tn N N 1� OJ OJ T N O N Yl � N
f- a O Z � 6J ro [O t0 Q V N � O c`� 1� O � N C'� � r- N � M � � � c� � O ifJ c0 l(l ^ tO
m � W
[L � N
.Z j � � I� m � � � � (O N O I� N � 1� � � O V OJ � � � � V N � r �D N I�.I� N . .. �
� � � � ^ coM � � nc� N � <oN v � mN � r �o �n � � <ncom � � � r rcocon �
� � U � � � � � � � � � N � .- `- '- � N �- N N N N UJ
Q O �
FZ � o O) I� O> O r r N oJ O) (O N � N O N M Nl M .- V M N O ro .- M � I� th C') f� d
W � � I� m d' � � � c�l M l� f� N (0 � r� � tD (O cD tD � cD vl cp � t0 cD N c0 �O �O c0
U =
' z � � O� (�l � � N N O O O OJ Q OJ I� OJ CO (V [D O� O O� O O 6� I� O (O O N �P N �(J
O C W � LL m � C� N N N N N N N N M N N N N N N N M CJ V V (") N ("] N V C� (`J t'l (�l
U '� �
� � � W > ≥ o O O ; . �w _ �, . o o . . _ .o ; �o
a
u! in w � O � � ? � � '� � � � � � .noo vr Nc� co �nc; Ni� c 000c
' � � v � � O N � � � � N N N � N N �- �- N N C� V' V CJ .- N � V (`� M M :h
a � �
K
H =
I- J '4 '] •� '� r- O O r- ^ .. O �"`
I � LL n O V N N � .�J �(J �'J J] C] V 'S i ^J 'x.. G' :.P O� .^. O O � 01 �' O O O O
Z _ ? V .r �.I r.-•I N h O _ N .^. 'S •T .,. O -. 0) V M "') -t
W' J ,.,. � .. � � .. � .. ., .. . - � � � ' � ' � � � � �
O l F- 9 oJ I� N N N � O> u)I O O f� �(J � �S V � � �tl N uJ O> N V m N d. N V V V V
Z '� O]��� N N N N W (V�(O W LL]�CV�� N N N � m N N O] c c � � � � N � N N
Q
' � ~ I d � ���.. r.l �,- �' I _: �� I .. o � : _:I�: .
w
W .J'N N �J CJ .V :J .V :V N �J N .. (\ N �V �J :J .J o�l .J .V N "� (V N N N J 'V N
C � � n
Q ~ = V1
F ~ O O O O O O O O O O O O O O O O � � k
� Z C7 LL y � p N �tJ N � O N � 0 N N � �lJ Yl O � � � � � O O O � � O � «J «J � �-�— D
Z I� � M M M M oJ c`� � '. Cl �'J M � M M � � � M � N N M M � N N N N N �
W �
�
mlrnl������_�_�_I.7��� m���r���.i�a � ..,�_�_�� .... ..�..�����_ ... ,.�m ,.�,_���r, �
�� M c� �O JJ OJ 0.� W V W 7 �O V W OJ OJ N N tp��O W N �[] a0 V' N W V 1p `l N N N N ry
' � O O O O O O O O O O O O O O O O O O O O O O O O O O O � O O O O LL
Q N
Q � N c0 �^ I� O (`] 1p N 'S M, K N V �[] � N V � "= I� Q N � O ^ W V C � � N � ��
W U N f� G� N .— N cD N (O O� � O� O O� N O 6> c0 . O c� c0 M O Q� tD N o]
aa � � N N d' �— t0 t� V N V N N V N � � � O � Q1 � O � m � � d' � 4.
' � � � ` � � U �
Z � o
(O Q F U � V � t� oJ � O � N M � N M O N (O I� N O� � � � � � � � .r- � N `� � � �
• o j � Q � mmmmmm mmmm UU V UUUUc.7 UUUtJUUUUUa V UUU m
' C
� � C N
� � 11
1
�
� g
a- , E
� � ' ' wi �a =
1 ; � �
3 � � �
O
w �
I I � � j
io � i i� '�� '� u , ' o '�, i � i w �•
j , , a ' ' i � I � k �.
, N � y � � N i N , I I � �, � s �
z
� � � � I ! � I �
� � � � � '� i r ia r �a ia � a I ..
E ;o � a ; ja � oi �, � � iai '� ' ; ioiQlol ! o ; Q � o � � -' �_-.::
� �c� � � i � � � i Im � � I � �, � � � � � � i � Q ��
i o � w i w m F o a , i o cf o r � r I
' w c c N � N w w �
¢ � � �
,p,, � i � � �', ¢ � '' rc ; ; F � ,N � N o �.���.
'm� pl p ; a , , o ' ol I I
�,zo : z ? a � N p � � y ' � _ �
,�a, � I � 'w , LL y w u
,u�, r F , u �'� o o i � u r o ' u a � � W t,
� v� , �I �'�, , � ' I �i
� i i �, , � '.�
E
� � � � � i � �
' o. o �, �I, �,, �, , I
� �a> I
� 7
— g— , , i , i , ' , i � =.i
�
� ' I
y o I
�I = '� '� ' . . i
O � I
' �� u
Nj J O �
[] � �
r U
F O LL
u)h O �. . �, - ', ', �, ,
� �� �V a �
�Z
� � � O-' , , . , I ;
IJ
' o o u ', . . , , . '�. .
, ' , o . x . . ' . ' '
i
'J " av c -v -n � '
' I
� , i �' . I ¢ i ¢ ! ¢ I ' ¢ 'i ¢ :
' �O
Z
VZ
' ' ' O ' J � � a '1
r
Q Q I
o_ ; �
- ¢ ' � Q � � Q 0 '� Q ' �y � �
a I
s o ��i `� �I 2 � a I� a C� 'I : ei i I�
' a = a ` a "
-, ,� 3' a s a s < '. o
a a
.. z '. a � a , a a a � ,•
z ' rc �'', m m ' rc - o : rc ¢ ', - mo: a° � � . a
'• LLm
'
1
r
' 8
, ,. . ; - E
� � � i r �
r i
t i (� �
i G`;I
� , � � ; � i �, i
',, , � i , f .i �' ��:�
' N �� " ' P � I � � � � 4 i j ��'�i
o � y w � I [ 4
a `¢6 a a � � I `a r ^ a � � a � �i��
lo 0 0 � I I �
� � � � o i a � � � �`y''7
�, iC�i �m II � u , Cdi � , f I � �''� ,. �
iz i m i o � "' l ! u '�, I
� �, , w a a ', �, N � i z I .
: ¢ �� � N � ', a . 0 E s � I � �If � 1 .-.�
i o : o � �� ' o iNi .�
, , � � � : c irc �� ,, ', � w w ! . � � � ¢ � .:.��
w '
', ' o � i � r ' o ' ,',, , ,, � � > � ...� � � .'- I `'i
' _ , �',, '',, ,, , ' � ry ,',, ' ,',, i
� N I
�, �, , , � �.. I, , , � .�.I
� ,, � �� , �� ,, ' �, ��.�
� � rc≥' 'i �� ,I I � i � . �
z I � �
- , ; , , I � :�'.�
z ' '' '' '' �' ' ,.:I
Q � . ., , ,, � ,, , . ,, , ..�
, > . . ; ' ,, ., _ ',,,, ' �,
�� . '' � ''. �I � . '
t�
I
' � W z ._ � � . '�.
m � 'o �-
w � i°o
00
o- _
≥ o z ' '
�wa J
� ��a � '�. , ''., i �
W `u
�
o a
z =
' �o �I�I, - - ,
o a ai
�p �w ',. �. . ''. ''. '., ''., ',, '.
p � _
, U U
, O , ' . �. '. ���,
I ^ _
' �J�. r_ .- . . . . '�
wC e�
� � �' � ' Q a ' a �
� _O
� J _ _
1 m ' e . ^ r a� ' ��I
Q
h 1 t I
� �'� � � �I � '� O Q ' '� �
3 � Q . .� . , BJi � I ^iJp Q �. � �I , , �' ,
_ _ ¢ � : � y
� v m m v 3 3 :o _ p a _ � _
� ¢ �[ . ¢ — , ¢ ¢
Z � p Z � �
� uv
'
�
' 8
� i ' a ' ' �
i i i r { � � � v' � �
f � C.; '
I � I � � I'.'�
I � � { � �i i� ��
�'s�
I � _ � *,.{ � � I i F: ,�
� � t- � ,� � I i � i�
i � , � � � � . I � � i ;`;i
E � "� a � a � I f � � I a � i r"':,.1
p � .1 �, � , �i � � s'� � j I � ' 5 3��;
i _i �i m � �3� � � I � f� '�
� . �'��, �'� W .
-� tt , rc E E ( '.I ¢ E ; � �I
rc , t �:Iz i '�, , � rc ie ' l � rc rc I� .�.�
�. °I o ' '' ' ' o � '��� u .i
' - I I �, ' `I ` � `-i
i I
I I
� .'�i ' � . I i :-1
, o >� i ,' � ,I .I
z p i �
I � i
w� � , . ', ,, ' ,I ��.. r
� � � I � ,
�o� -
_ _ �
1 � W � ' --
NJ Om✓
W � a�0
�
W � LL I
1- d -
� a o ',, ' i I I
�U' � a�a , , � �II I ; c
� ''. ''. '',
o a
z ,
� � o � �
tt F Im
� � u o . I I , . �, ,
' VW� ''., - II
��o
' o
?o� . �� . . ,. '�. . �'�.
t _ � - " _ —. ,,—
` I
Qo � a a � I `a � a i
� � � . .. , - . . .
' ; ' ''. '�, '. I� _
I I
3 � ,'�, � � I O � ,, � �I @� � ;
' W � o � W w
¢ i . a
� _ a ''' � '�' Im ° '' � �'�'• ad
�• c�
'
'
' 8
� , � , , , > , �
'• � �' r j� ',� i �j i � � � , ,. ti i �
1 � � i o , t i
I � I I � a : � :I
4 � � '� z I .' � i
Q I w � i
m � f ' t „ja � �I � o � .1
� � o � � � I Q � .. Q I � ,, o � � �
� � r 6 ', � � a � :� o � � y y � {9
� o � , � �� ' i .,� � � �j � � � � ° � � � i
� 3 � � � 3 �, , = E < � _ ,
i a � < i { I � � � �� o � � " � S ' `�
'
V � V E � 1 � o I " s s I �
3 F � i � I � I � .i o N ..i
o , rc ��, i rc ,j� � ::I ; � �� i z ! , ��
E w � i E ' � "�� .I a I, �,,, ' w 6 � . I
�: T � � Z �..� 6 : I ' V :
� _ � { �la i , ', i �I
� i � '
- e , i 1 � � ; , �
� ', ' `i �, � , �, , '
' a >, , �i i �'� , ''� ''� :i
z p I
_ � F_ � .� .' � 1
LL : -i j ��', , ; , ,, i � :
z p �
a
' � I' ; � �''�, � �I
rc o ' '., �, ''�. , . , .' ''�, . .
' � w �z n .— ,, , ., ,,, �.
�' � dm� a=
0o c�
w -
� U
W O LL '. ', ; �. . .
Nd O ', �', ; �'. ', �'., ', ',
� O �
� N O p �� �'� �'�� �'� �I �I '� '� 4
�F I QVQ � 1
W n
E
� 3 .
' O � �Im b l , •
wIU
I . '. . � � . . :
' JF
VDU
f� � '. . '� '. �. '. ' '' '. .. '
' O . . '' '.- . _ � _
' � __ _ . ' — ��
' �0 - m I Im � - _
' O
3 '', � , . I � II � 'i m � .
� _ , I I m m �. O
Iz � z
�
0 m '� I�ii '� m K : m � �'� J J 2 :
�• Eg
�
�
� 8
E
� � � � � � ' � �
I � # � '' I
�
� �� ; � � i �
I N I I U U
, . V ', � I U V I . I i N LL 1 I '�' O O !
.W I .I n �: ,�I U ^ 1. � U W '�
KI '
, N m m J � � W I W l� � U ( el ' I . I N � K '' .
a � � i w �'s₹�'t� � II � � ��:I > ≥ �� I � ? 3 3
� � � i o � � I z �u � � u �� �`'� � � � � .� � i u o o !
�
i � m i s � .{ w � � ' i d$"I � �.' s:� � �i o '�` " �� �
� ' � i ] = � � .,i z z �' . �, a ¢ rc I ,
I = 3 a p > >
� w � £ �' � � � > > � s � i i , u ', i o 0
� �, m m �-`,� i�. � 3 0 ¢ ¢ �i
z I� z � �, Y � �.� w I p I = o ��:� � p ��: ..I � w a a ', ,
- i �
, i, o , � o '', � . F F F`:� a i I: I ' � � o o : ��
' ' �I�U �'�, � � ; � x �I �'.
I � i '
' e , , � �.� i � . i ,
I
w '� �� : a � � �`.I � . : . . :
F
� � � o �, i i > ; (� � t �.I I '' , ,
>; 1 i
� a
� � I
_ � �
�
LLz � ' ��' �' � � � � �.,;� ; �:. ; � : , , � ,
J , � � ''�, �''�, � : . . : � � : �
a
' > I ; ''�. '', '', , �� . , . ' :
_ � I �
c� �, . ,'�. �., .�'.. ,��, '��, , ',�, . �!� ' . �'�. - , �,
, �W U?z N �. �,- .. � , .. � .. �..
o � ��o � �
� U
FO � _ _ ', � ',, '. ''.
Ya o ', ,, I, ', ',, ' ', '�. _ '�.
�o .r cai a � . , � .� ' ,_ a
� � �
o z oi i - _ _ . ' j , ,
� �o - _ , . , _ '
¢ F �I_
E�
O� . �. - . ., , ;� ,. �. . '�. �'.
� w I i -T
' ` W I I ' '', '' ''.
U .[J �
''. '� � '�, '. '� '�, '� � '� ' � '� ''. � �'. �'.
' � � . ' - -. � .. '.. �.
'
' �O , . � m , � �' �. .. .�
� I _
' I �
3 � o '' ' . 2j ! � i,' � i, � � ; I ; o .'
a
_ _ - j �. , . r > � ,
, p , I _ i I : I p '. , _
� " � ' � � � . � i z 1 � I � '� � '. ' '
II
a �
� ¢ '. m � '. z z � ', z � i m � m m _ I m 'z
Eo
• -�
� ¢o
'
'
1
� o , � o � , � t � r �
� p I V I I I N
� 3 � � f ' � i � ; �
o i� o �,= � � �� � i r,<,i
� I �� N I�. � p I �6 � � 1� � �
U ' I LL o � � p � • � '
i � , , � '� ' u �� � ��. � � Ia i � 'j � : � j .
' Q , I N �. O ' t �'� � ' � y � �„
w ' � , '3 I � � o c a �E �� F �� � 4s-�� u
' � rc � rc e � .� � i � �`, � cai I I� F� � I
� a i a l� .i u Q � �'�� a Q o '�o � i � . � a � � �h�� a I��lo j �'"�... � i � ��r`.
� � w I,� o � , � o �° �,� o i �.:�� o � g � jk �I o �> , � .;� � ; j "`�� a � .
' p � � , � , � � u � ''�� � I � � °' � � .I � _ � � � ; � � `I U � � .I
o I u o 3 3 � ¢ E ��� . o t c� I � 1 :
� o �, i 3 , o � 3 o z z o �� .� i o 3 � w (� � � t' .� � I m i � �
� � � z rc , � z rc m m rc i x rc I`: � � � ���� I I � � � �. I
w �
o r ', �I o '�,, u > � �� I :I : i o r '� ' I r'� , , � �� F � '�. �
� t� � � �
� j F i
. �� � � � � � � . �-�
' '' I �- ;I , I :_� , � .� .:�
m
w I i
s
� � �� �' �� � ,I � il � -) , I -�
p � I
z { ' I � �,
z rc � � � I '� � � �' 1
a a � i
1 >I � c �I �I �I �I, �� ', � '',
I i
wo ,, ,. �',. �',. ,. �',, �',, ,, �',, i, . �',, 1 '', ''
' � W V 2 z N ' . ___ �, - � �,, — ', ''. i
m � w m o "
w �
o � no
w
wp �.. '�, �, �. �,
r � LL- . ,, , ', , �, �, � _
� w O � _ a
� au . , ' , ''.
� Z ' � j �
� O p W I m O . ', . : . ,. ,. ', ' ,
I I
v ? I
IU . . . . . . . � � .
� UF �I - . �'.
)�V
O`� ''. . , , I
' '. '. . . � '. '. � '. '. . '�
Z�rj - .. '. ''. '. �.. - ''. '. '. . .. '. .
, �T V ___ . . ' ` I .
� o o �lo 'i, o o '� i o � �i `u o ::lo � o �: o I " �`.
� � �^� _ .. , , _ _ _ .. . '.
� 3 � � p _ . . I , � f , �� -
� � u
z , z
I 6 0 3 � '. u
�� m m ' m
a �'. � � . � , , , �
- � ° I, �I ° �I i �. � o 0 0 �'�,, o , I ., II:.
3 ,iT ttiEV ', tt �', �' IO O , O , p I '',
' O O , n I I -
V U V O J O U z U � J )
rc Z ''. 2 Z '
l] O � n
�' u m u 'mo a . � a ''. o m �'�, � a a ! ai .I > >_� Im �n
'• Eo
�a
�
�
'
E
� , � � �
� , � -
�
� � N , � I .�
Im N � o ' el . ; �,,
, o � � � d �l � N � '. � '�,
N r w l
! rc : ! �'',� rc �! ! rc
' ¢ � � � ¢ � ' > >y �` {I
a ~ I.'=1
� U � U I I Q Q : Q
� � I w I
i o
� � � � � I � � i �� � ,'
� E : � � I E �, f � � �
h '' io : ol I "' � I I
rc i , rc i rc , rc �''� rc � � �
n i n I i
if �l �'�, F i iF l . iF : �
' , �'�, a I , , � � ! ;
� E . �� �� I � �, �, �, j-:.� ,,
E
� �� �� ' �� � � � '.
z
� � I
z
- v= ,,, �,, i � �,, , I. :��..� �,
z i
¢ a
� I ��I ,., _ _
"'� - ',, �, �I �I ' �. �. �I i , '.
� w � �
' � � ' ' ' ',, ,.
w � �
o �
2 U
m O =
ac ', ', ', . '.
� � O tt
� 2 1 V 6 �
`L r
�Z
' � 0
0 �
tip
� � �� �
',.( " ., . - �. �. . . '.
' , � _ '. _ ' '.-_ .__ '— ._
1
•�'J " . . - . - . . . '�. '',
'
w' U ' o '' ', .',
1 a� . . _. . .. �. .
t�9`
' ''. I I ' �. -
_ '. '', . V '', ' U I �'.
3 � 'i �. p �. I . p ''. � ''.
1 u , = V � ' - � '.
Z Z
Q ' - Q . - J rti - I
t• Em
'
1
' , , ' , , N
� E
_
� LL � �
� N �� N � � y n [.
N U , U V U
U :
N I fp W � N � b ; � � r ��
N Wi W
p : Q � K ' K . j � ' Q p Q , '� � � Q ' �
� Ip �'' F : � '' d ' u �' Q � � ', �'', ¢� ' F Q F .
' 9 � O 9
� ', Q ' � ,i $ C� � � ' �J � m C� , � � i � (-�,
w m 9 w � wi �
iw a , � ' � • `w , 3 w � w '' � : aj � ? �[;
: � �� t� : u � w iF � ' p ' � �,; � �'��, w t� : F : a Ft
' �� Z O : O N Z O � ' Z O Z : vl O : N : y �
�', ✓i K : �' C , Z � R Z ', K : � �', K
N W y ', W
: U '� F '. . F . V : U F U U '� U �'� 6 ' � V F � :
i I o i:'.:�'�
� O W �� �'� �� � �' � .
jGj�
� p �
1 LL ; ; �', ,' ',
¢
2 a
¢ > J
¢ 3
> I
' zl(� '', ,, , , , '., �',
J
J
Z _. 7�� . , � �, , ,
� W O
ll
' W � �o� ', "_ _ _ '��
� �
W
WO
' a� n � , - '�, _ , . '�, _
�z '. �, �, , . ,' c
� O -. � � '� �'� '� �'� ''. , - '� '�
� � � � � , � � �,
' . � . .- '��. '�.
' -- ' '_ _— '�. " - �� - —��.
' . ._ __ . _ . . _._._ _ ...-
' . - . . �. � - _ ' '.
"' a : ajx a �l � fa , . �I, a , �I a �I � �I
, �o a .. ' ' - _
� ' I � �' � � � '.
� � � �
- � '', a ti � a � '� !
' � ^ �' ` a � a `� � o ''. _ �' o , o _
3 a � a d
- a z : r o z �lo a . a a o : a a a a a , a . o ,a a o (
� � ; � ,: . , Q ', _ o m , � ! E _ . E '', _ �a _
• m � m '� m � ' m : _ '' b ' tt ''� m �n _ �'� U '� m y � ¢ �'� m ''� ¢ � _ �'�m�� K '� _
1 LLs
,
'
�,
� , , i ,��,� E
,
i � i �
, � ; v
� � � � �� � �
� , N N 1
� � ' U I , 1 ' � i
i N � I
� , ,i : m m : , I .7 L ��.;I
r , '� � a �, - rc . '�, N > > �I m i: ;I
' a I ! `a �p a ' a 'y a 'a � 1 a �.�c^:i
� I 0 3 O O < O U �j O �" =�
W I
K �J : W l� � � U : . � W k. 'f � �i'^�1
i pQ ro m pQ F � U �y�
� �' W . R W W R : � 6 iw I��
.i ' r i z a �' ¢ z ' ' tt � "{ a E E �''-�
� � y) O t~/1 N � O N N 'r � N y I µ .:
Z � Z Z � Z � I 2 K � ".�
I � ia � i : r . �" iy :j
u � � � � : m � l u � f� ��
,
' _ E ' '
w a i 1
� T �
o Q? ' i r -1
' LL � , ,
; ;
a i ;
z }
a o t
>�� 3 ���
�I� � a ,, , �i� � I
� � � � ' ', �� �I
y
O
rm� �
u�� , .. , , ',
Z - Z%� , ' ', �,
(9� p O `
, w � ao�
o �
w
wO
H 5
0
�
w —
> o � � '., � I �
'�w0 i�≤ �' ,, , ' � �
S o i i
w
z . �'�, . a
� �� � �' ',. _ . ', 4 . �'. ',, - '. I
m �
j i - . . .- , � � , ' y ��
' t�oo . , , , , '',
"J ,. .. _ '. ', '', _ ', '' _ '' ''
' ' '_ ' '. - : ._—
' .. .__ . .. � . . , _ -. ,
¢U _ a . � c� � � � ���� o ,
W � -
p ¢ ¢ a a ¢ a i I ¢ a
' a� � _ P
Z
��Z
- .. �. o �. . , �'. C
' - '�, . �- ''. a �'.. , ''. �; _
Q ¢ a
�', � �'� a �I ''� � . �I
_ � ''. ''. ¢ '', o ,', Q ,'. la a '. � ¢ ' I '', .
� � O aJ O _ � � 0 , E .
; a
� � 0 3
_ '. ¢ ¢ ¢ ¢ Q ¢ i Q � Q ¢ �', �', ¢ ¢ .', m G
> � o
• Z F N � � E : � : �
� '', m ', R ', N� �IK ' m �', . rA : R ' m ', : C�R tt ' ���', rt � m E�
'
,
� �
I � r
� E
i I �
� , � � ' t � '� F��i v`i
� i i
� � I � i
�
' �� � � � ; �� �;:9
Y � � l � � �
I
, a � n � �i � � n �a
� :� o �$ � f �� ' a
p y�; � � E '7 ��
I ' 1 ' ��
w � 'iI � -
E4 ��i � E a- i � F"1 E E ��`=�
' N N F N � N N x`-�
y ? rc .� �� rc G 1 I rc rc ���1
rc LL
� , � � I 8 c .'I
.I . U F ...1 I F A ��' I F !- I.„..:�
I '
t ' I , .I �� .I
� y � �
J � � ..� I �....I
O Q? ' I
' LL tt � � 1
� :I ,�' :I I �'{I
Z Q
� T �
N� 3 I I I I
, m n W LL
ll
IK N �
tt�
mN
Z �. �J Z . � . , ' '
� W w�J
Q r� O
, W 7 1 O o LL , . . ',
O p —��-
w
t U
w O C - � ; , , . , , . , ,
� tt
m R �
> O ¢ " ' ' '' � _
�j O aoa` � �
c� W o
'�z a
� � � � '�, - �,
� r
� � o o � i "
fn -
�
$ - -
u
� �u o . - . ' ',, ' .
� � :___ _ - ' ,,
��I - . . �. _ ',. - ', ..
' I=
r�-� � �', � ' ,- _ ,
¢ i � ia a `a � a a
' �
z
�z _
� �I I � � ��� '',
_ I � ' �,, II � I, , ;,I m
� � ' i : ; �,,, '
� '
: ti '�' al < ia � a a
' w I _ _ ' ' : w i _ ' �� _ _
• z � � m _ _ _ _ m.
, �m
,
�
' V . �
1, e)' i ,� Y: �...� E
I .�1 >� I w I �'.
I Z
� � � I ry
i � �� � � � , � ! � �
Ip , N � i Q . j I I
�I o . i o f..: � i x I m
, �� N > �I a ""{ u � � '�� u 1
� �6 , u� � rt � � � � a � i rc rc � i
'� � �B � : � > z � � . > � i � � r � � ' :�
� Q i I I �a I i o I' n w I i � m m ' w �
o rc n o '', rc
tt i3 � 6 a� � i I rc � C,'l.� � a ' � i '{1 rc rc : a @) a ''�, � ��:i
I � .�m w � � o a i> � � o i °du �". .I o O i o c� c� : ¢ m "�
, �` i . - , i � m � i i, .3 w m ; a i �� m w i a�i � � � '; � � 'a
j C :�:? � ? I I O � :'�. :., N � i, N I 1 O O j� O �, tt � : F r' '!�
� � � N I .
� :U � I � p vry 2 S � p � E � E Z � Z . � 1
� � � w
m m
E3 y � ��� wI iz � ' to z � i � � z , zlz � m ri
� '�I� ''� F j � N O 3 '' -� N �� H -� N N � Vi U � U : F ' ,�
pl . - Q Q ' J0 alm � ' � �
, ' � �C '� ' � '�
E I I I
OI W o , � ,', , I , .I , , � I
Z � v I
I I
' J F$ 1 I
2 W { � I { �
K � 3 '� '� I �1 �'i � '� I
J n �' � '� '.. � I � ' .
'
� K LL � � �. . ! . '� '� '� . �'� .
' lK V� � '' .'. . . .I �� �'� ��
F
N �r
��
U�z . , . , '. '. , .,
Z W al z� '. �: � ' �I
' U_' a. O m vl � , ��'. �', ',, �', , ', , �
W � a��
� O —1—'�
W
� U � -
w O o _ '. ', ',, ,, . ,, ', ' ' ',
v�i a � , , � �,
> o ¢
' w O a cai a '�, ',,,, �, �, ', ', I . a
� O - �I � ' ' ,', . ,' . �'',
w
� _
' � F �I�I �,, ; . I, ' ',, ; .
� � a ° � -_ , �_ —" . � �. .
�
' ��w - , , , �. �, _
¢¢x
ooa
, o ' , '� ', . — . '. '.
rc �o ,, - , � _ . ,,, - .. .. _ . ''. . _ . �.. .
n ' " __' —
, � _—� . _.__ _. .'�..
�i _
a� .- � . . . , . '.
¢ �, I °' �', m �, ,
t ao "
zF i _ _ i
�
�LL �. - c . .- - . , . . . . .
1 3 ' ��I I I '. I. - '',
_ I I o _
� � '. � ' �.. ' '. � . ��
v i '
- �° '. m m "' C i �`a
_ � m �I ' i '': :; o � z i z z w z z : ro .
• z F _ . a �',, _ � " - � � aia a ol � a , o '' a ! � ��. z !
� ,n = _ _ _ �, m . �, a rc �� m : u� �
'
'
�
' '', � + �� �_ ��� � ', E
� ��i � ; x; _
' ' ' I�; I � -
• � 1 LL y 1 3 L1 i I I �
� ��� � „ V ; 1 k J I V ' '� U �I
� y 1
U I U � '� yvij N
� i f s;i � � � �n i � '�,
Y n a .I � I � i 7 J ��1 I �� � n LL ( K ' � � K
2 0 IF pF yJ pJ
< � d O W I � d W V I � Q "-L� I m � L Q . Q
� W : O K I � K � i U U �„ 1 I£ 10 � riI U
a ' C� � � � I �1C� . �y t 1 � j w Y� �' � i � j j y " � �p � wQ
H W V � tIW V � f 2 2 ���� I �� O 2 2 �� � Qi � 6
� w I .I : a � a � , a a � .Iw a , . a r i . rc �, a
' � N . � I ..I � ' I7 � "I IJ 7I�z� I ,� p j : J { rt ' ZI U 21
' N Z N N �I N N .'I 0 �I � N > I U O N O :
z , re � z i � ' rc rc � E � N , rc ', Wi 3 � , z � �
y . wl w ai r w i w ;
' " � i � � LL �� : a �i � ; � a
: o � �i ° �'' � I �.i : � � I ,::l a ( :q � ��, � : � � m �, : '; � � �
o aF.
a d �' -� i:._�' "
�I . �I � t '� o � .
� � - ' � �, � �i '� � �i I : 1 '�
� T i , i , I :i � . ' . ,
o �° , ', ; '', ', ', � :i .:I ; ' ',
� �� � � � , , , , � �
� LL , � , ,, � � . �, . �,
� �7
z a .�I � i � i � :;i
w � i
� i
>�, i ', � � �'i I ::j �� ��
�.6 w LL , , �, '�, '�, '� . ; I
m�e
w
' .. F � � ' ' �'
pla
0
�N
U�Z
Z � W Z� '� . . '. '
�W O O �
W� d��
' O LL I . , , ''. '',
� W I
` U _ _
W O C
� � z
m
> a tt �, ' ', � ' � , . '. _
� w O a cai a ,, . '. ' a
�F o - .� - .. . �, I '�. I �. �,
5 O �=�I ', I '�, '�, �� I , , ,, �,, . ,, ',. '. ',,
� ¢ H - , , , , . � , . . � , , , � � , , , , , , ,
� � Q�� p o , , - . � . '. ,.
J'y U ` i i � � � �•
' �0 _
' �Q
�
' , � � ' � I � �',
J
7 ��. � .'. . �. ' .�. . � . .. i '. . � �. '. '.
� � _ i . � _ � . � � � �
I
' '.. .. _ ,... . _— _ _- — .
6 I �� � m IV . U '�
QO
' ? . J . .' . .. . N '� . .
NZ _
]
' �' �� I �� �� '. -
I '� � �I �� � �
�', ^ , I . �'. , , . I . �� � , ',, � O .
a , . 'mi '' ' ' ' ', ., _
3 �' ' � � ro '�, . _ �' �, '. ',� '. ��. Y '.
� _ ` '', m ' - m ��: m . m m �,, o . .� o �, �a
m � , , � , , , � . . � �, , � . , , , � ' '¢ z . , ��
'° � � � _ '� i i. - ¢
� � � o m n E � a a a - LL m
e/� '� ll N� ���: VI N� '. N U
�
'
1
�
� ; � � � • E
i: o G j �,. :
3 1 `i ,, � i ' o r � > . � z
• ' o �� ' N ' o ' � ,3 i �i v
i a { � w � � �,
ha
_ ,� ', 3 , : �
IU z U o � I
� N H � F '� LL � n � ry� J 9 {�'Y� ) . �. �I
N V A I N l� 'i U I y� ': � W II � VJ G�'� F I � �
'�, w o ve �I � i y�j w W � o- > ' > '� � o %, 6 i r'
prc ; � rc ' 3 �, s i '� � o , ay �y� v i i y � 1
Fy 2 � I Fy N .I Fp ' K F 3�I i I U , '�
K ��� U V �y � 1 '� a a � � ?y � I � a a o I� a � ' W � �
� U O D U
� � U 1� I � � � � U 1 ! � p W � �� �� � O F ���
� I � m m 1 � : � : � , i o , � � j
� u . � �, iz c�i u iy 1 '� cpi z ! ', z i i° i :io w ',; o � `.l:l
� p 3 m . � 0 ', 3 g { 3 0 '�, o a'. t ' a u z ��
¢ z rc .i ¢ z z � z 6 �',, � ; a�'a � � � w '� . a I
' . d wo a iy �I ', F �, F � � y ',,, ��, � i �' ' � w o i � � �I
; r a� ri� � �'� � o : � � � ' � :, `o i o z : w � ��
- .¢�, ' :I . � : F i ;I � : o ' W i - I
^ ' j '
� � � �� � '' � �i � � � � :
� � i
F?
� ' i ,, i � � , ' i :� .i
o >v a ' i '',, , ' . � i '�, � :� �:I
z Q
t� a . , �, � �, �
? - �, ,, � �� ',,, ', � ' �i
i
LL ¢ . ' �, i , ,, . . ' . � f
- . '�� .�i , ' . , '�� .
z
a�
' w '
� i I
m m�� 3 ' � �, . � ' �' '' I
r o �u'� ' ', �, �, �, �, �,
' W __ '' , I '', . ''� '� '� '�
¢
y _
J
F�� I
Z � �ct.Z � ' �� . � ' '�� �'I '�
' W Q ¢O� C O J � '� '� � � . . '� .
N d � � � . � — ', ',
j O ll
'�`W O Q U �I '. '� c , �
O '. . L—tiT� , a
W
� Z I i '., '. . �'. ',, ,, ',
� �� �o� , . � ', ',, '', , .
- I� , '', . _ ,
� ULiO . ' — . .. ' ' �
. � � � r . � '. � '.
..t '. : . _ '. �, � . ,
� . ; .. � �. n +� � v I � � m .
' �
' Is ., . - . . ' _ . = . ..
a G v� a � e� I � � .
pQU � U . U V .. U U . U U U U U U U
1 �L _ ., ., - '. '. ., �, '', �'.
' � �'. .,' '. '. '. '.. '. U ��'. J J �'� _
Z ' Z Z Z '
- � �I , . �. �� ',, ,. �i, . '', a � i,, , ',, i � �� o �, m I � � F
' ' , �, , � ^ o 0 0 0 , io
a
o '�. o 0
�� r ol o ', i '�, � `o �'�, io ', ° u z z '', ? i ' ': w '
N �° z ''� _ _
a �n i v� iw = - - ¢ - �n m �� y i io : o o �, o i
• z N � m �'� z ' miz i im" � _ , m° �I Im : = cai ', m a '� a ..I � i > > z :
' o
'
'
1 '' ' �
;�,;� ��; i E;- E
� _
i � � �
� � ' I ' N N
IY1 � 1 N �. N ( �I U
U '
I. i � t � � � _
i. i � 1 � �
,
y �'� j � ti `� � � � � �� �� �y � �y ;
, � �'. 'Iy (" ' � J , I � � Q Q �
a p I
r , y
� u , u ���M{� U U
p J I'� ' W ' Wp ; W -^t:) ~ W
. Z I 4 J F^�� Q I Z wv:.x'E Z 2 '
d � 6 ,. ' K '":1 d :
f � ,r I � a ' F ' f :
N � � O O �'� I� J �! �'� N '�
' K ' W I. I K il K .I K ' K '
i
'�� w I '', n :,
� i. 9 F- �q.';�I � �'�. � � ''� � : �, �' � i
9 i� i � i;'_�, �
' _ �, i ' ,. �, � '
E � �
: � --•-J
o i ' i .:I �,,
Q � �, �� ! �. i �� � , ,
' LL � ' � '� �'�� �� � �'� �
� ' � . i
z w i i f
� > J , , ,
>� a ,, ' ' � , '� ' ; :�.
� � i � , ,
� ,
�m° � '� = '�� I
���
� " o �; �=
' N � o� - ' ' '
w „ _�__�_�___���
� w
� �
wo
� � -
�
� Q T . _ . : ' , '�, —
W � i U i
� H O +-1—iT—�ti
W
,�Z '. , ', '., '',
� � �
O �
�� ] p= I �
� . .. ' .. �, . ' �. , �,
p J
' {J
J
' '. .' '., . . ''.
Irl
'
Q . (J . U IUI U �'� � V �'� V ; �
' � . ', - �, '.
Z
i.l I� '� . � .
' .'. �' ' ' ' . _
- I' ' � '. ''� � ,' ' ' � . �'� �. .
1 I I � r '. � � '. N �
C �
O
U U S V V' �'. (J �' h
'.[ w U �' 2 Z � Z Z '' Z '� ,
i � ' " ' � a ', � a ' �'. � ' a � a - '! a - _ �
�� � _ m � � ' m � � LL m
1
'
1
�
1
'
'
'
1
'
�
'
'
'
'
APPENDIX C
' Hydraulic Calculations
,
'
'•
'
' INLET ON A CONTINUOUS GRADE
, Projectr St.Vrafn �
Inlet ID: DPA1 M�nor Storm TyOe R Inlet
• r X—Lo IG)—..__-�7
' H-Curb I_'� H-Verl ___"_- '—
`�
: —
W WP �/_
' __ _�
— Lo(G�
Desi n In(ormation In ut
' yqe o(Inlet Type=C�OT Type R Curb Opening
LocalDepression�atltlitionanoconiinuousgunerdepresnon'aimm'0.niloW� a�ap�= 301nches
Tolal Number M Unils In the Inlet(Grale or Curb Openin9) No= 1
Lenglh oi a Single Unit Inle�(Grate or CuN Opening) 4= 5.00 ft
' Wldih o(a Unil Grele(cannol be greater tM1an W fmm pAllow) Wo= NIA 0
CIo99ing Faclor�or a Single Unit G2�e py0��l min.value=0 57 Cr6= WA
Glogqing Faclorfor a Single Unit Curb Opening(lypiral mm.value=0.1) CrG= 0.10
SU [H d I' IC I I t EI C 'N OK��' I M II bl f h t'Q-All
' Design�ischargeforHal(of5heet�from0-Peak) Q,= � 10.20cfs
Waler5preadWldlh T= 167(�
Water Dep�M1 al Flowline(outside of local tlapression) tl= 8.0 lnchas
We�er paplh at SVeet Grown(or at T�,wx) dcaowv= OA inches
' Ratio of Gutter Flow to Dasign Flow d Eo= 0.316
�iscM1arge w6rde lhe Gulter5ec�im YV.c' netl In 5eaion Tt 0�= 63]cts
Dlscharge wit�in tM1e Guver Section W Q,= 3.84 tls
Dlschane Behintl the Cur�Face Q__„- 000 cfs
� Sireet Flow Aree F,- 2,85 sq It
Simel FlowVelociry 3A6�ps
WalerDepNforDesignCootlition dioc,a.— &Oloches
Gldl¢AnalY515ICdILUldtetll
' To�al Lengih ot Inlet Gra:e Opening �_ ��
� Ratio o�Grdte Row�o Design Flow �wan '
Under No-Clog9ing Contli[ion
A1lnimum Velxity`Nhere Graie Spasn-0�re•6egms 'Ps
� Iniercep�ion Roie oi Fmrtal Flow R'
Inlemeplion Rale af S�da Flow R._
In�emepiionGapamty ��_ ��5
Untler Clogging Condition
� Clogging Cocfllcient tor MWtiple�uni�Grate Inlet GrateGoef=
Cloyyrng Fac�or for Multiple�unit G2le Inlet GraleQoq=
ERec:ive(UOCYJq9etl)lnnglM1 Of Mul�iple-unil Gra�n Imn� Lr ��
Pdinimum V¢Iootv wnere Graie 5nasn-�var 6ay.iu �o= �Ps
i=rcePuc i aea��Fv:, �•.-
� ImemeP��on Rate of Slde Raw R,_
H<loallmercep�lon Capaury �,= N/A c(s
Carry-0vor Flow='�p-0.�. - �s- N/A cfs
Curb or SIoHeU Inle Openlnq Analysls lCvlcu� �
� �E4 ieni ic� .etl�. � ie . = oA9]�fnh
F � red'� L �I r .t3.�fi il
Un�er No-Clogging Contlition
Eltactive Leng�h ol Curo Openiny ar SloLLed Inlet(minimum o(L L.� L= 5D0 f�
' InlerwplionCapacity o,= 4.37cfs
UntlerCloqq qContlition
II Ic�dug'� fl�.ani . ,,Cr�cl= . 100 II
U..J9'r9r L� I�� ;., t . ��,J ,I '�_ ...,,D3- U10
� Fffec�Ive�Uncloggetl)Lenam 4= 4501t
ACWaI Interception Capaclty �,= 0.98 cfs
�Carry�Over Flow=� -� �e= fi23 cfs
Su�
, Totallnletlntarcep[ion Capaciry p= 3.98 cfs
Toql Inlet Carry-Over Flow�flow bypassing inlep 06= 822 cfs
CaPturePercanta9e=4,1�O= CY.= 39.0%.
'•
' UD-InIet-DPAi-minocxis,IMeI On Grade 5/1/2006,8:59 AM
' INLET ON A CONTINUOUS GRADE
� ProjecC � �SG Vrain
Inlet ID: DPA2.1 Minor Starm Type R inlet
� �Lo(G)—,y _ _ —
' b H-Vetl � , _——"
. \t
Wo
Wp \� �
W y��
' _ __� _
� Lo(G)
Deslan Intormatlon IlnouO
' Type o(Inlel Type=CDOT Type R Goib Opening
LCC210epre55iq'i�atlUluonallomnlinuousgutlerdepression'd'fmm'Q-Allow) a�p�qi= 30'mcltes
Total Number o(Unils in Ihe Inlet(Grate or Cur�Openinq) No= 1
Lenglh of a Single Untt Inlet(G2te a Curb Opening) La= 5.00 fl
� Wldih of a Unl�Gre�e(cannoi be grealer Ihan W imm�-Allow) Wa= N/A Fl
Glogging Fador for a Singla Unit Grete(typical min valua=o.5) C�G= NIA
CloggingFaclor(oraSingleUnitCorbOpening(fypi�almiavalue=0.�) CrC= O.tO
St [H tl I' IC I I t d1 C 'N OK�p" I [h II bl t h t'p�All
' Design Discharge for Half of Sheet�from 0-Peak) Qo= 6.40 cfs
Waler Spreatl Widlh T= N 6 fl
Wate�Deplh a�Rowline(outside o(I0W I depresslon) �= 43 mches
Weter�ap�h at Siree�Crown(or al Th�a�) acaow�+= �0 inches
' RatioofGurterFimvloDesigoFlow Eo= 0530
DischargeoWstletheGutlerSenionW,cartie4�n5acloni, Q= 2D4c(s
�ischargewiNintlreGutter5ec0onW O„= 236c(s
o�scna�ga aRn��a m�am Fac= nw�„= o 0o ds
� Sbee�FlowArra A.- �51s91t
Slree�Flovi Veloci�v �9��Ps
Wa�e�Dep�M1(or�e5ignContlilion dwcn�= �]n'dms
Grate Analvsis ICalculatetll
� Total langtM1 o�Inle�Gate OOening L= fi
Railo of Grzte Flow lo Deslgn Flow Esew e
• UntlerNo-GIo99in9Contli�ion
MimmumVelociryWhere�3raie5pash-Over5egins �,_ �ps
� inmrce0�ion Ra'e ot Fon�al Flow Ri=
Intercep[ion Raie ot Sida Flow R.=
InterceptionGapaary Q= ds
Untler Clagging Candltlon
� CIOB9�ng Coe(Oneni lor Muliiple-uni�G2te Inlet Ga�eCoel=
Gloyg�ny faclor fu�Mulople-urn�Gra�¢Inlel Gm�eGlog=
Eflertive(uncioyGeti7 Lenqth ot Muldplevrnt Gra�e Inlet L= li
Mln�unum Vebary oVhera G•am SFasM1dver 5agins i.- �os
i�e0w . i r.e..., .,.._ -
_ W �-�1-° rtr
' intemepiion Rate of Sltle Row R._
ACWdI1nlClGCpIIOnCdpdCl�y �._ �'/!��s
� �rt1-OVB F1 '=Va Qn(. yl ,.Lb 1 y '.�v.�J�m co Qe NIA L(S
i
ICurb or SI tl d I le Open A ly_s ICaI I t dl
� ��ta IeniS y �.. I e � .ail - __ 1d08 ftq �
I � I '�
Untler Na�Clogging ConJition
EHeclive Lengt�of GurO Opaning orSlot�ed lnlel(minlmum o(L,Lr) L= 6.00❑
� Inlercep(ionCaOacity �i= 2B1 cis
Untler Clagging Contlltion
�� Io5o:noC.ura=ri rcGrs�- .�. I
�nyF, i _p�,� ...,r�.,P¢n�rg tea!niei LG.u3= C.�o
� EHeniv,(Unciug�?o��enp�h L.= a50(t
ACWaIIn�erceptionCapaciry �,- 2.68cfs
Carry-Over Flow=0 -0 Oe= ����«s �
Sum�mar�
' TOGI InleUnterception Capacity p= 2.68 cfs
Total Inlel Carry�Ove�Flow�flow bypassing inle��
pp= 1]2cfs
CapNrePercentage=Q,/�o= CY.= 81.0°/.
, •
, UD-In1e4DPA2.1-minorxls,Inlet On Gratle SI1I2006,9:01 AM
' INLET ON A CONTINUOUS GRADE
' Projeet: St.Vnin
Inlet ID: DPA3 Minor Stortn Tvpe R Inlet
� � Lo(C)�
' � M-0urb �', _r ._. — _ ..—.—
�� H-Vert � _ —
� � �
W WP \'
��—_
� �_-- �a-��lo(G)
Desl n InPormatlon In ul
' Type of Inlel Type=CDpT Tyye R Curb Opening
Loca10¢O�ession(e441tlonallocontinuousgutlerUeOression'almm'O-AIIaN) aiocu= 301nches
Tolal Number oi Unlls in Ihe Inle�(Greta or CurG Opantng) No= 2
Len91M1 of s Single Unit Inlet(Gate or Gar�O0aning) �- r�pp p
' WitliM1 o�a Umt Grate(ranno�Oe B�ealer ihen W Irom Q-Allow) Wa= WA fl
Qogging Faclor�or a Single Untt Grale�typical min value=0.5) GrG= N/N
Clogging Fador lor a Single Umt Curb Opemng(rypical min.value=0.1) CrC= 0.10
5[reet H tl2ul'cs ICalcula[edl C 'tv OK��' 1 th II bl f h t'Q All
' Oesign�iscM1arge for HaH of Street((rom O-Peak� o.= 70.60 cfs
water5preatlWltltb T= i3.611
Water DeO��at Flowline(outsioe of local tlapressionJ tl= G2 mcM1es
Wa�er pepth at Svee�Crown(ore�T�,�,) dcao�vm= 0-0 Incbes
� Raoo n�GNter Flow to Oesign Flow Eo= 0 AB3
Oiscnarge oms�lc iM1e Guuer Secuon W,r�motl In Seciion T, O.= 5]0 ds
Discl�arye w�ihm me G�verSection N/ O„= 4.92 tls
D�isc�.�r9e 9eninn me Curo�ace �N_ 000 cis
O 2-
' 5«ee�Flow Area .1s- 2 00 sq ft
31metR�.Tv`:qlootq fi.31 fps
Waier�ep�hiorDesignCondiGon d�,x,�i= 821nc�es
Grate Analvsis ICalculatetll
� Total Lenq�h ol Inlei Graie Opervng �- p
� Rai�o of Grate Row�o Design Flow E��,,,�F=
Untler No-Clogging Condition
!.4�nnninA'elonp�N�.�ereG�aroSP�%��-0��^_rBeq�rs vo= fpti
� i�nerapuo�Rata of Fronipl Flow R�=
Inierceptian Rate of Side Flow {T,-
InlemeplionCapanly 0,= cls
Under Clogglnq Con�ilion
� Clogging Coeflioent for Muloplo-uni�Grate inlei GraieCoe(=
Ciugyu5F�ncr���✓Afwepie-unriGraielnle� Gia�eGi 3=
cfleCme(uncloyycrl�Len<�1ft of blulliple-unit G2�e Inlet Lg= fl
�6linin'wu ve!oa�v lNhere Grale Spasn-Over eegms = (ps
� :.I,i.>i .:�.F:�:_ .-. -
I �e ceo�icn Rale �S� How q -
A mal In�ercept C p ury � = NIA cfs
y O Fl C G �.� :� - pe NIA cis I
�C h Slott li I 10 inq� I IC IaM1�MI
� I� ,_ , i��r�ai �. 0 .__--on ]u;n ��
.� i . y Y. �. �I
lUnder rvu-Clogg�ing Contlition �
Eflectme Lenglh ot CurG Opening or SloVed Inlel(minimum o(L,Lr) L= 10.00 fl
� interception C p ciry Q,= 6.68 cts
U der Ciogg q Cantllfion
�� ia��a Gs .. _ G o���.r= i 25 '��
„ v .. � _.,i i �� � ,c¢airie'. ����Go�= aov
� Fieciv+eNncicnperPLong�h S,= 9.38fi
ACWaIlnterceptionCapa<iry 0.= 6.]]cts
�Carry.Over Flow=pe��q�,E�"O. �e= 4.18 c(s
Su�
' TOWlinletlnterception Capaciry p= 6.11 cts
Total Inlet Carry�Over Flow(flow�ypassing Inlet) Oe= 4.2]cfs I
CapmrePe�centage=O,lQe= C%= 59.]%
'�
' UD-Inlet-�PA3-miwr.xls,Inlet On Grade 5/1/2006,9:03 AM
' INLET ON A CONTINUOUS GRADE
� Project: StVrain
Inlet ID: DPA8.1 Minor Storm Tvpe R Inlet
� �Lo(Gl �' . .
_�
, �..' H-Cvrb � _. ._ __—_ —.
� H-Verl
Wo —
Wp �— _�
W
, _ �t �Lo(G�� —
�
Dasi n In ormatlon In ul
, T}qe o!Inle� Type=CDOT Type R CuN Opening
LoralOepressiw(aad�itionaiioronunuousqunerEeo�essmn'a'�mm'p-nilW� a�ap�= 3A��nches
Totel Number of Units in�he Inlel(Gate a Corb Opening) No= 2
LengN of a S�ngle Uni�Inlel(Grete or CUN Opening) Lo= 5.00 II
' Witlt�ol a Unit Ga�e(cannot be greater ihan W irwn GAllowJ Wa= WA fl
Clogging Factor lor a Single Unit Grate(typical min.value=0.5) CrG= N/A
Clogginq Factor br a Single Umt Curt Opening(lypical min.value=0.t) CrC= 0.10
Street H tl�a f IC I I 1 tll C 'N OK-p I I Ih i II bl fr h t'o All
t Design Disc�arge br Hal/of Sheet(Irom Q-Peak) Qa= 11.90 cts
Wa�erSpreatlWitl�h T= 16.t1t
We�er Depih at Flrnvlina(owside ol local tleprassion) tl= 58 inches
Wa�erOeO��atStreetCrown(watTunR) dcacwrv= �.Olncnes
' Relio ol Gul�er Flow�o�asgn Row Eo= 0.391
Docparae ouisitl?me Guuer Secoon W.r�ned in Seciion i, q= �25 cfs
Dischargewrt�miM1eGul�er5ecoonW Q„= 466tls
Discharye B?hin0 ihb CuN Face Qx+.�= 0 00 c�
� S�reel Row Area A,- 2]4 s�fl
Strsni Rcw V?roa�y Vs= a 3a[us
Weter�epiFforD�ignGontlioon tl���= B.9inGie=
Grate Analvsis ICalculafetll
� Toial Lgnglh of Inlet Grate Opernng �- p
� RatiootGrateFlowioDesignFlow Ep���E-
Untler NOClogging Cantlltion
PAinimunVe�ooryh•lhomGrateSpash-O��?rBey�rs = �u�
�,
' i�tercepaoi�saia w=mniai Flam Rr-
ime¢epoon Rxte oi Sitle Flow R,=
inie.ecepuonCapanry Q,= cfs
❑nder Clogging Contlition
� ClogBmg Ccellicienl for MWt�ple�unii Gra�e Inle� GrataCoef=
Clogging Pancr lor M1lniti➢�e-unn Grate INet GateClog=
Fry?rm�e Nnc�o�yed�Lenor�ot�UUIli01e-umt Grate inle� L= fi
Idinimun�veixnvtM1'iirreGrate5wsb-pverBeg�rn Vo= Ips
� �I � � p�ion Rale ol 5 1 f Inw� R,
N [ dlln�erC p� C p 'Iry Q�
�o �ryLvcr Flow=�e'G, '_ ! = Oe= NIP cis
-���e_siovog_i„mo o������a a��ivs�s icma�i.,�em
� .._.� . �� ...- -
�6 Isi51 -�a� Sp= 0.1009i1.n ��
llntler No-Cloy9ing ConC�uian
Ettocwe Length oi CurO Opamng w Slouetl Inlet(mimmum of L Lrl L= IDDO ft
, I te ceo�'ion Capacity Q= ]]i cls
U � r Cloqo q Contli�ion
��y i:��. _�. ,.. ...;)ef= 1 L:�
- - �tll0lel � �.I ]_ .lOo ��
3�.i�.. � �`
� ��I 1'.iUn I OnnC nalM1l. .. y L, . _ _ � �
ACWallntercep[ionCapaciry 0,= 1.JJds
Carry-OverFlow=py�pprq-0, pe= d.5Bcts
�
' To�allnletlnterceptionCapaciry p= "/.Dc(s
,Total Inlet Carry�Over Flow�flow bypassing Inlet) pp= 0.5]cfs
Captura PercenGge=OJ�a= C%= 61.8%
' •
, UD-In1e4DPA6.1-mirrorxls,Inlet On Gratle 5/i12006,932 AM
' INLET ON A CONTINUOUS GRADE
' Project � � St.Vrain
Inlet ID: 0PA7.1 Minor Stortn Trpe R Inlet
• _ X—�o(C)—fi
1 __ _�- —_--—_
H-Curb �
H-Vert .-ti__
Wo
Wp �—
W
' — —�-r o(GI
Oeslan Informatlon Ilnoutl
t Type ot Inlel Type=CDOT Type R CuN Opening
LCC31DPpR55iM�aEEitionalbcon�inmus0�he�JeO��slon'a'ImmQNIIoW) d�ppq�= 3Di�Ch¢5
Total Number ol Units In tM1e Inlet(Graie or Curb Openinq) No= 3
Len9t�ol a Single Unii Inlet(Gra�e or Cur�Opening) I„= 5.00 p
, Witlih af a Unii Gra�e(cannot be greater�han W�mm Q-Fllow) We=
Clogging Factor tor a S�ngle Unii Grate pypicel min value=0.5) GrG= NIF
Clogging Factor tor a Single Uni�Curb Opening(lypiral min.value=0.1) CrC= 0.10
Sheet H tlraulics Calculand. Ga acl OK- Is less than manimum allowable from sheet' -Allow'
' Design�isc�arge for Malf o(Shae[Qrom Q-Peak) pe= 940 cis
Waler5preatlWitltM1 T= 15.9fl
WalerOept�aiFlowline(outstleo(localtleprassion) tl= 5.Binches
WaterOepiM1 at 9raet Crown�w at T��,�,) tl�a�wry= OD mcrvcs
' Rs�io of Guuer Flow to Desgn Flow Eo= 0395
DismargooutsidemeG�merSectionW,cametlmSecuonT, Q,= 56i �Hs
�iscnarge wimin tnr Gwmr Socuon W �„= 3.80 cfs
�ischarge Benina me Cum Face (1A;,�2= 040 r.is
� SVpe!Flow Nrea F,= 269 sq fi
�«emFlowVNooiy V5= 338fps
Water�apth for pesign Condi�ion 4nu�= B.8 mtlias
Grate AnaNsis ICalculatedl
� Total LengN o�Inlel G21e Opemng L= 0
� Ratto ot Gate Flow�o Design Row Eoca,�_
❑ntler No�Clogging Condition
I.tininwmV'elocnv'�VhereGiale5VasM1-0verpgins Va= fp�
� In:e¢epuon Relc of Fronuil Plow R�=
In1E22p1�0�1 R'etE d S�i4C FIOw Ry=
interceu�iunCepaciry p,= cis
Under Clogginy Contlltion
� Glog9ing Ccefllocnl�or MWtiole-unilGrale Inbt GraleCoef=
Uogging racmrtoi�:iWOWe-uon Grate Iniei GraieCiog=
FXoiar:e�ondoqpetll L�rn:va ot IAum01e-unn Gra�e�n�el L' li
�.`.LnimumVelocitv�vnare,raieSpasn-OverBe4ins V,= fps
� luon . 9Farc R =
II � �it��i R L I 1�. -Inw R�-
IIA<Wdll (CIC¢p� Cdp clty Q. N/A c�s
�Aa^Y Ovcrtl f] Q .'.. I ���i. - rt ],�.ri�xt���i,�i�� pe= N/A c�s _�
� 1 S.oV 11 I Kng A ly iC Iculated� ��
� �IC� al�-.. . � � .i 9 i . .e i - � 1�16 Lh �
�� =6 r
IlUnda�NOLlo9ging Con�iGon
ERecwe Length of Gurp Opening or SloVed inlet(minimum ol L L.� L= �fl00 fl
� interceptionGapaciry Q,= 8-83c�s
UntlerCloqgin9 Contl�en�
. ,� . . , _�._ - '31 I
_i.ya.ny 6a.� r i �i.,i�. .�_�ng e 5i.A�eJ inie� C � l09= J.o:
� 5'Iqqb:clUGClo�q.,6.Lp�)��l L,�= 193d !I
A<WallnterceptionCapaciry 4,= 8.69<fs
Wrry�OverFlow=Deicxnre�-0. Oe= 0.41c1s
5�
' Totallnle[IntarcaptionCapa<iry 0= 8.69cts
Total Inle�Carry-Over Flow�flow bypassing INo�) Oe= 0.41 cfs
CapWrePercenGge=OJde' GR= 95.5%
' •
tUD-In�e4DPA7.1-minor xis,Inlel On Grdtle 5/V2006.11:04 AM
1
INLET IN A SUMP OR SAG LOCATION
� Project= SLVrein
Inlet ID= DPABd Mlno�Sto�m Type R Inlel
• f'_ Lo(C)—�'
' H-Curb �' . .�._—_—._---
H-Veh
W
.w� ��� ��
W ��'�
, t— �'_ _
� �o lGl
Uesl n Informatlon In u
' ype of Inle� Type=CDOT Type R CUN Opening
Local�epression(atltlitional to continuous guller DeO�ession'a'hom'p-AIIOW) a�a= 300 inc�es
NumoerofUnitlnle�s(GrateorCurbOpening) No= 4
Gratalnfarmalion
' Lengt�of a Unit Gra�e Lo(G)= NIA feei
WitllbofaUntlG21e We= N/Atee�
AreaOpeningRatioforaG2fe��ypicalvalues0.15-O90) A„eo= N/A
CloggingFaclorloraSinglaGate(rypicalvalue050) G,(G)= Wq
' GraleWeirCoefflaent�lypmalvalue300) C„ �G�= NIA
GreieOnf�ceCoeificiampypicalvalue0.8�� Go1G)= NIA
Curb Openinq Information
Lengtli ol a llnil Cur�OpBning Le(GJ= 5.00 leel
� HeigM1l oNeNt'al Cur�Oponing m IncM1Ps H,r�= 6D0 inches
HeigM oi Cur�Onfice Tnroai m mcnes n,,,o„= 595 IncM1es
AnqlaolThmai�seeUSDCMFigure5T5) TTe�a= 634tlegrees
SinewidinforDepressonPan(rypicalrytneguile�vnOtnof2leeQ = 2DOfaat
� Clogg ng Facto fo a 5 91e C t Ope g typic h�alue�.ID) C ( )- 0.10
GufiOpenn W C. I�ieNfipal-� e230-400] (...t')= 290
CumOpenngOr�ceGoef�ic�en,iypcairaweod7) i-,t�)= OBt
ResWtinq GuVer Flow Oeotb for Grate Inlet Caoac iv-n a Sump
� Glo9gmg Gaeffoem lor Mulliple UmLs Goei= N/A
� CIo99m9 Faclor�orMWliPle Unns Go9= N/A
Grate As aWcir
Flo�.v Deo�h al Loc�i Oeprecson��Inou:Qcpgmg�0 eis 9rzle.t63 cis curb� U„= NlA InUes
T�sRowUSOf t„ b��a�io IieLOnl� � _. = WA� nes
� iow Uepili at Lo al�ep csso ih CIogB�ng(0 crs B2�e,1fi 3 cfs cuN� 0 - N/A �hes
TbsRowUs nf Co�Onaeo i isOnip � NA U�es
Grate As an Orilce
Flow Dep�h al Local Deyression nn�houl Qogging�0 cfs g�le,16.3 cfs uuD) tlo= N�q�ncnes
� Flow�oo�M1���ocai�epmssronm�NClop9inq�Oclsgratc,163clscurbl J,o= WAmcM1es
ResWting GUVer Flow Deplh Ovtsitle of Local�epression ���.,,�.= NIA inc�es
IResul�inq Gutler Flow DeotM1 for CurL Ooenino Inlel CaOaciry�n a 5�mp
cloq..�nnCne�Onanifniy,iwnl�U��iis ...y�- 133
� �Cia3� gFai ( �1lipieUrt Gaq= 003 �
C 1 5eW G � an0 � ��
�F _7M1�. �. �� I i r �n 'F.n (cn�,i9� .. 1 P=c ��
�R DpiM1�.tL iD � Inip9a:!� i � t31s� 11 I gl nles
� �� �� sc � � c r r _ ��I
� �JaG�lir��� xlU � � � ,uGL�irnv � �r 1 31 �, - iPfi
IFesuiting Gutler Flow DepN Outsitle of Lo<al Depression � tl. = 345 Inc�es I
0
' Re5WtanIS� IContlitions
TotallnieiLegtM1 L= 2O0(eet
IRes�mam, uor F ow�emm �,s=n o�snaot 2arraw neome�rv� _ . .,.�
, IResultant Slree�Flow SpreaE�Oasetl on sheel Q-Auow geomelry) i= SD feel� I
IResW[an(FlowOepNatMaximumAllowable5prea0 ds+v�e;.c= OA�Inches I
'
' �
' UD-InIeFDPAe.1-minor.xls,Inlet In Sump 5I V2006,�1:07 AM
' INLET ON A CONTINUOUS GRADE
' Project St.Vrain
Inlet ID: DPA'IS Mlnor Stortn Tvpe R Inlel
� ��_ __ ��Lo(G)—f _
H-Curb
H-vee .,\�---
Wp --
�
W j.—�
' _ - --r-- Lo IG
�asl n Informa[ion In ut
' Type of Inle� Type=GDOT Tyye R Gurb Opening
Lo�alDepression�atlJ�iNonalbconenuousB�nerEepressron'a'tmm'O�nilow� a�api= 3.Oinches
Toial Number of Uni�s in the Inlet(G2te orCurb Opemng) No= 2
Length o(a Single Unit Inlet(G2�e or CurO Opening) Le= 5.00 fl
' Witlib of a Unll Grale(cannot ba grea�er iM1an W Irom Q-Allow) Wo= WA fl
Clogging Fector tor a Slnqle Unit Grale(typiral min.value=0.5) C�6= NlA
Clogging Facla Por a Single Unil Cur�Opening(typiwl min.value=0.1) CrC= 0.10
Sheet M Eraulics CalculatM. Ca aci OK- is less Ihan maximum allowable from s�eet' -Allow'
' Deslgn0ischarBeferHaMo}ShcetQromO-Peak) 0,= 1.00c(s
WaterSpreadWidih i= 13.pp
Wdler pepl�a�Flowllne(ou�sitle OI IOcal tlepression) tl= 5.1 inches
Water Oeplh al SVeet Crown(or ai T�,�.x) tl�p = 0A inr,M1es
' Ra�io ot Gmter Flow to Design Fiow R oEe= 0416
DlscM1arqe ou�side the GmterSeaion W.c md m Secnon i, 4,= 3 B]Rs
DischargewirtitniM1�rGuuerSedionW Q„= 3.33cfs
Discharge 6aM1ind ihaCurb Face C}�k= OOD cls
� Sireei Rrnv Nrea A,= 1 9(I 59 ft
Srem Row JelooN V,= 3.88 Ips
Water Deplh for Desiyn Gontlilion tl�«n�= BA incFes
Grate Analvsis ICalculatedl
' Toial Lengih oi Inlet Graie Opening L= It
� Ratio ol Grale Flow to Design Flow EpcQa,E=
❑ntler No-Ctogging Conditian
A1inimum Veloa!y Whe�e Grat�Spas��0ee�Boqms (ps
� Ir.ierceotion Ra�e or P.oniai Flow Rr=
Intercep�ion Rata oi Side Flow R,=
intereeptionCapacny o,= cis
Untler Clogging Contli�ion
' Clogging GoeHiciam for Mulpple-umt Grale Inlei GreteCoei=
�logging Fadorbr blulliple-unil G2�e Lile� G2�eCloy=
EHeceve(unGog9ed)Lenypi o!Multio�e�unii Grate iniet �,= p
fdinimum Vebci�y W�ere G21e 5pasi�-Over Boq�ns Va= fps
� „�v.cPoon nate�:,Frso,a�Een k'�_
��nterceotion Ra�e of SiOe Row R,_
IlAcmai mterception capaury p,_
Oer l0 0 _ pe= NAcis �
�C b Slon AI I tOp nln F IV IC I� I tedf
� �� ial �a u.: 5 n -_ 01183VJi
�' '.NB't
Untler No-Clagging Contlition
Eflecwe Length oi Curo OOeniny or Sloited lnlet(minimum oi L,L�� L= t0.00�I
' InterceplionCaOacily Q,= S.B3c(s
Under Qoqging Condition
��Qn�.��nqCO��f�.Oenl '.urD.i•=!= 125 i�
i �3 .gra i li ��i��-uni .,,,:rg. .� �,au�.iei C i _g= oa6
� Eit i�e!Unci �g 0)L mn L = 938 Fl �
A t I Inter ept o Capaciry 4 - S.fiO cfs I
Carry-Orer Flow=Qe�cxere-�. Oe= 1.d0 cts
Su�
' Totallnlellnlercep[ionCapaci�y p= S.fiOcfs
Total Inlet W�ry-Over Flow�flow bypass�ng InIM� Oe= 1.40 cts
Cap[ureoarcentage=�JQo= C%= B�.O%.
�•
' UD-InIebDPA15-minor.xls,INet On Grade 5/i/2006,10'.10 AM
' INLET ON A CONTINUOUS GRADE
' Prqect: SI.Vraln
Inlet ID: DPA'I6 Minot Stom1 TyDe R Inlet
� .F_—_Lo(C)�
_ .. _. ___-_—__ —_
H-Curb
H.Vert -- - — ---�---'—
\Wo �
W � —____
_
W P\ � __
� ��—
, ��- '� ����
Lo(G)
Desi n InformaHon In ut
� Type of Inlel T�e= CDOT Type R Corb Openin9
Lofal Depressi0n(atltli0onal ro wmrnuous guner nepression'r!mm'p-Allow') 3A InGles
Tolal Number o(Units in the Inlel(Grale or Curb Opening) � No= 2
Length af a Single Unil Inlet(Grdle or Curb Opemng) I.a= 5.00 fl
� Wltllh ol a Unil Grale(rannol ba greaterihan W Imm Q-Anow) We= N/F fl
Clogging Facmr for a Single Unit Grzta(typ�Gal min value=05) GrG= N/A
Glogging Factor(a a Single Unit Gur�Opening(rypiwl min.value=0.1) GrG= 0.10
SVaet HyEraulics ICalculatedl. CaoaciN OK-0 Is less IM1an maximum allowaEle kom sM1eel'�-Allow'
, Oesign DiscM1arge(or HaM of S4ee1(from Q-Peak� Q,= 8.E0 c(s
Waler Spreatl Witlt� T= 92 fl
Water Deplh at Flawllne(aulslde ol local tlepression� o= 42 inc�es
Water Deplh al Sireet Gmwn(or a�T�,,,,) tic>mum= 0.0 inches
� RaiiootGuverFlowmoasignFlow Eo= osst
o�scnarge ou�side tne cuuer seceon N'.ramea in S.ri�on r, q= 2 3e crs
Olsc�argewiNin��eGul�orSoc�ionW 0.�= 443e(s
DlscM1argc BeM1ind iho Cur�Facc Oe+cx= ODO Rs
� Sveet FlnwArea A,= 1 Ot sq ft
S�ree�Fow Vclocity 8]6 fps
'Na:er OepIM1 lor pesign Condi�ion d��ca.- ]2 IncM1es
GrateAnal sis Calculatetl
� Toial Lenglb ol Inlel Gra�e Opening L= fl
� Rztio ol Grate Flow to Design Flow E,opa�E=
Untler No-Clogging Candition
Rtinunum Velociry Wliern Gate 5pasm0>er Beq�ns , tos
� Irnemeptron Ram o(Fromal Flow R�=
imerceytion Rate o(Slde Flow 2=
Inteme0�ionGvp2n�V Q,= GIS
❑ntler Qogging Conditian
� Ciopymg Ccefllcient tor Mullipl�unit Graie enet G�aieGoel=
Gloyging Factor for Muuipiewnn Grate iniei GrdieQoy=
Fifecb:e�uncloqgetll Lengih oi PAultmie-unn Gre�.e inioi L,= ft
�Ainimum Vebr,iry Where G2te 5pasM1-0ve�B?oina = (ps
' I'ii�E'�CGV��U'1331E�IF���1'..lIFIP.v ��i=
inierrPouw Rate oi Side Flow R,=
IACWdIIn�¢�C¢ptl0n CdpdGify a.= N!A cls
�b L J.er Fluw pa O, � o �I d .'. c .�as ve_i� Qe= NIA eis
� n 5scee ni eo .i�oaa �v L ��c iame_ �� ���i
� I.il 51 L 1 O� g 1 n-� 0 1yt0�V�t ��
R •. J� , rC_.,.1 LJ BJ ii
❑ntler No-Clagging Contlition
EH i Leg�holCuNOpeningorSiovetlinlm�nr�nunofLL,) l= 10o0It
' le[eP��on CaPaary Q�,= d]t cts
U tl Clopg' 9 Con�ition
�� I ...ro`f�. �[I - ... = 125 ��
�Faa �.i'.�Ge,ui � rL_! - , � ...�. � .o]= 0.06
� Plcro�c!Urcic9qeC)L?rrin L,= 9381t
ACWaIlnterceptionCapaciry 0,= 4.48cfs
Wrry�OverFlow=Oecae�e-0, �n= 232cfs
S�
' Totallnletlntercep[ion Capaciry O= dA9 cfs
�Totallnle[Carry�OverFlow�flow�ypassmginleq Qe= 2J1c(s
Cap�ureGarcen�age=4J4== Ce= 66A'/•
'•
' UD-InIet-OPl6-minorxls,Inlet On Grade Si26/20U6,t:59 PM
' INLET IN A SUMP OR SAG LOCATION
' Projecl= SL Vraln
Inlet ID= DPA8.2 Minor Sto�m Type R Inlet
� - — _-- �—Lo1C)—�y _ — __/--
H-Curb H-Vert I --��--
W �wP ���' _�
_�_
, _ _=- "_�.____--�olGl �
Desi n Iniwmalion In u[
' Type ol Inlet Type=CDOT Type R Curb Opening
Loral�epression(adtlilionallorontinuousguuertlepression'a'irnmO-/+Ilow) a�d= 3.OOinches
NumberolUnitlnlats(Gra�eorCmOODaning) No= n
Grateln/ormation
� Lengtb oi a Um}Grate L,(G)= NIA teei
WiolnofaUnilGrale We= wq(eel
AreaOpeningRatioforaG2le(typicdlvalues01S090) A,.m= WN
CloqgingFaclorloraSingleG2le(Iyplralvalue0.50) C,�G)= NIA
� GraleWeirCoelfcienl[qpic2lvalueJ00) C„ (G)= NIA
GateOnYlceGoe�(ICIeN(IypicalvaWe08]) Co(GJ= NIA
CurE Opening Information
Leng�nofaUnitCur�Opening Lo1C�= 500(eet
� HeipmnNenmaiCur00pemngmmcnes M„n= 600mcnes
HeigM1l o�Cur�O�ilne Ttmat In mcrye� H,�,or 5 SF Inr.M1es
Angle al Thmal(pee USDQd Fqure SToI TM1OVi= fi3 0 degrees
Sioa winm for Depresuon Pan(trn���ryme n����en�inm of2 feep Wa= 200 feet
� Uogg iy Fa ro � 5 gle G I Op g(typ�r I �alue 0 10) C(G) 0.10
t t�pem C ifciani � i ai :13C]api G„:C� 230
� nOpeniaO�ceG� ffiue �pyy i ivepCi C�(q O.Bt
Remltine Gutter Flow Deot�for Grate Inlet CaoaciN in a Sumo
Gloyginy Gueffciem(ortAultiple Uniis Coef= NIH
� CloggmgFamorfurnnulopleUnns Giog= NIA
• GrateAs a Weir
Flow Dep�p at Loral�eprtsson vallout Qogginy�C cis graie.6 U clsaim) 0„= N/A mcbes
TM1icRowUse�mrGom�nnaeonlnleisOnb� �.,,.,,,, - N/Ainc�es
� Fio� Deu��ai Loc i p�4 ess¢ n Gi��9wq(0 �c gra�e.9 9 rls mm) d = N/A nrnes
ii� R�w Use�b Go r iaun I I i U p. N/A�
G�a�e As an Orifce
Flow Deplh al Local�epresson wilhoW Clogg�ny QI cis 9rdie,G 9 cis cuN� tlo= N/A mc�es
� Row Dop'h at Loc�l�npmssan wn�Clagomq��tls qate 6 9 tls oiroi J.a= N/A IncM1es
ResWting Gutter Flow DepiM1 OutsiEe of Local Depression ET.��.i.- NIA IncM1es
ft¢5 11inp G 11¢ FIOw 0ep�M1�O CYrb Openina InletCdDd<��N in d$ump �
�1.� �'�rl.li.11'.f�l � � . .�nl- 133
� lo�� qFacio lo M I�I.0 Ls Gog= 003
��c e ,w r ,,,,o i«
,�rm� ,i r .,� ., i - . � , i_= .�2�,.�n��
. . :�..,, .., �:, .: . ..
I i �,o-nn, �o�n„<,�� i , �,i��, .�.,�_,..,,�,� �i„= ane��„�i��s
� . .I n 1 �z reeeu _ . R, r., �1,= �BB v. �I
IIResWtingGWterFlowOeptM1Outsideo�LocalDepression Qr.�n= OA6incM1es I
' Resultant SVeet Con�itions
rotali.ietLenyO L= 2001e=i
IIReiltantGit�o �v...�c�� �xM��sne=.�� wneom�m.i ._ . _"
jResWtantSVeet Flow Spread ibasetl on sM1eet 0-A�low geometry� T_ p'y(ep� II
' IlResullanl Flow Dep[�at Maslmum Fllowable Spreatl dswe<o= ODO Inc�as
'
,•
' UD-�n1ebDPA82-minwxls,In1e11n5ump 5262006,1�.59PM
' INLET IN A SUMP OR SAG LOCATION
� Project= St.Vraln
InIetID= DPA�e Minor Stortn T Rlnlet
� T�Lo(GI�
�—. ___"—
,, H-Curb i H-Ven . .--_.—.—
�����
�— �
W v`'P �
�—�
� — =r��o l�l �
Desl n In/ormation In ut
' Type oi Inle� Type=CDOT Type ft CuN Opening
Locdl�eplE55ion(addl�ional�oconlinuousgul�ertlepRssiOn'3'(rom'��A110W) api.y= 3.OOInCh25
NvmberofUnitlnlels�GrdleorCUNOpening) No= 3
Grote Inbrmation
, LengtM1olaUnitGate Lo(G)= NlAleet
wi0inofaUni1G21e Wo= NlHfeet
NredOpeningRd�io(o�aG2�eQypicalvalue50.15-090) A,�= NIA
QoggingFaclor�oraSingleGate�typiwlvalue0.50) C��G)= NIA
' Gra�eWeirCoeRidempypiqlvalue3D0) G.„ (G)= NlA
GrztaOri4ceGoeRcien�pyplcelvalue0.8]7 Ca(G)= N/A
Curb Opaning Into�malion
Leng�M1olaUnitCu�Opening Lo1C)= S.OOteet
' h'eighioNenicaiGur�Openinglnlncbes H,,,�= 6.OOinches
Heiy�t of Curb On(ce iM1raat In Inenes Hr,�,.= 595 Inches
M9�e of Thmai�see US�CM Fgum ST�51 Tneia= 93 a tlegrees
Si0eWi41�lorDepressonPan(Npically�M1e9ullermnCl�of2feep Wp= 2001ee1
ClogginqFactor�ora5ingleCurbOpening�rypiwlvaWe0.1�) G�(C�= 0.10
� CurbOponingWevGoett¢ienlpypicalvaWe2903001 G,(C�= 230
Gum Opening Onfice�oelficieni�hpicai�rzwe 0 6]) Co(G�= 0 B]
ftesullinn GULLer Flow Deo�M1 fo�Gra[e Inle[CapaciN In a Sumo
� CloggingCoei�cien�fort,lulopleUm6 Ccef= N/A
Qoggmy FactorforMulliple Uni�s Clog= NIA
� Grate ns a Weir
Row DepOi ai Local pepression•.nmout Goqqing(0 cL g�aie.9 tic c�ro) o.,- N/N inrnes
ipis Row UseO forCqmbina�ion Inlels Only J,.,,.,,,= NIA incties
� Kbw Dep��a�LocalOepression vn0i Gloygmg�0 cfs 9rale,9 r.ls cum� 0„,= NIA mcpes
IDis Row Usetl IorCornb�naoon inieis Onry n�,p�- N/A mcnes
Grate As an Orilce
Fluw pepi�ai Lncdl Depmssion wii�oul Qogginy(0 cfs g2ie,9 cfs curti� 0y= N/A Incbes
� Pow Oeplb al Loral�eGR'�sion�mi�Qoq9inq(0 r.5 qa'.e.9 cis curhi A„� N/A inc�es
ResWting Gutlei Flow Dep�h Oulsitle of Local Oepression Q.c„i. NIA incM1es
Rasult n Gutter Plow DeotM1 tor Curb Openine Inlet Laua<IN In a Swno
1
�..rTlnrrJ(��rLiul�cl9Unnc ��� - 13t
� CI ygngF,cio o P1WtpieU is Gioy= 004
c n saw G i O �
i o�n�M1� rn�.. or:« u . �^�,�.i ii n.. ���«�.n.. .�_= a op�i .�_s
��FI.:�Doo'n � c o,:Fr�=s� , u �i - a�o r �c..�r,,, .t.- sn. �n�s
� �n ..� � � i,�. �u. . ..- .�s
�� � .
I� �eoinai cai I � u _ioca�gip i n � � �m= 333 � �
Remlting Gulle�Flow Oep��OWsiOe of Local Depression d,r,,.e= 2.05 inc�es
' Rasultan�Street Con4l�ions
TolallnletLengl� L= 15DIoo�
.. .� ,. , . , ... .
�Rsultant Guttor Flow Oco1M1 0 sorl nn�M1rrt 0 d 1 w �r�mn�ry - __
I ResWtant 91ree�Flow SpreaG(basetl on sM1eet O�Allow goome�ryl T= ,L]leet II
' Ifte5W�anIFlowDeplhalMazimwnAllowableSprea� d�����„= O.O�inches
,
'•
, UD-In1e4DPA18-minorxl5,InIe11n5ump Sli/2006,11'25AM
tINLET IN A SUMP OR SAG LOCATION
' Prolect= SLVreIn �
Inlet ID= DPAIBMI Storm 7vpe R inlet
� X--Lo(C)--�
' H-Curb I M-Vert � --'
Wp � f
W _�
_ _�_
' � �lo(Gl
Desl n Information In t
' Type of Inlet Type=CDOT Type R Curt Opening
�ocal Depression(atltlitional to con�inuous gullerdepresson'a'fmm'Q-AIIOW) a�,,.y= 3.00 inclies
Numbero�Uni�Inlels�GrateorCUNOpeni^9) No= i
Graleln/ormatlon
� Leng�hofaUnitGate Le�G�= NlAfeel
Witl�bo�2Uni�G2te Wo= NlAfeel
Area Opening Ratio(or a G21e(typical values 0_t5-0.907 A,a�e= N�A
CloggingFadorforaSinqleG2lapypiralvalue050) G�(G)= NIA
, Gra�eWeirCaeKuenlpyplcalvalue300) C„ (G)= NIA
GraleOrificeCoeRcien�pypiralvalue�6]) G,(G)= N/A
Curb Opening Information
Lengt�o(aUnilCurbOpening Lo(C�= S�Olee�
' Hoiglll oNemral Curb Opening In incnas H,�„= 8 W Inches
HeigM of CUN Orifiw Thmat In mcnes Mr„�,= 595 Inches
Angle of TM1mat�see USDCM i�gura ST51 Tneta- B34 tlegrees
S1tleWl0mforDepressianPan�ryp�callylhoguttervntlihof2(eep Wp= 2.Wfeat
Giog9mgFar.mr(oraSingleCuNOpenina�typmaivalue0.10) G��G�= 0.10
� GurbOpeningWe�rCoeHitienipypi�'alvalue230-3D01 C„IC�= 230
GurD Opemng Onfca Coel➢ciem pypiral valua 0 6]� C,(C)= 0.6]
R I- G LL FI � ih f G t 1 I t C 't ' S m
ClogyingGoatticienllorMUltpleUni�s Coef= N/A
� Ciog9ingFactorforMNtipleUniis Clog= N/A
� Grate As a Weir
Flow DeO�h ai Local Oepresson wilM1out Clogqmg(U c(5 B��e,2 cis euN) J„= N�A Inc�es
T�isRowUsetlforComoinaoon�meisOnW O,,.e.,,= MA�mcnes
� Flow Deptli al Locdi�epression witM1 Clogging(0 cfs 9ra�a,2 ds curo7 tl„= NIA indies
This Row Used(or Gamb�nation�niets Onry n�.,,ea= N/A incnes
Grate Ps an Orifre
Row DepN ai Lowl�epression wiihoutCbgying(0 cfs g2ie,2 cfs cuN) tlo= NIA Ine�es
� qow Dep�M1 al LoCal Depression�ri�0 Ciogy=ng(0 cfs gra�e.2 cts aub) dd= NIA InUes
Resulting GULLer Flow DepiM1 Outsitle of Local�eprassion tl,.�,.i.= N/A incM1es
R I' G �l FI D Ihf C b0 I I �C �l Ina5um
^icnai��nGreKmic�iro�ldunpiaUnic ._�ef= 100
� Gi ggngF t fo M ItpleU i Cio�- 0.10
C IasaW G t nO (
o?nu ii C I-=` in � .i,r.c cs _�_.2R . ?s0�nn�?s
��io.+OrpiY �L ta Dep ss tn lo�g�9 � �s 9< <'-��c s cuN1 1.= 2li lncnes �
� � � � " , _ �
�� � , � ��� , � z ����
.�euu i i��o, ,. .,_�e�e� r ie.c..is�,ro��., . z 4����rnrs
IR I' 9G LL FI � p O �tl �L ID p tl „ = 000 inc�es �
� Resultent 9t eet Contlitions
Total Inlet Le g�h L- SA feel
��ResultanlGuAterFlow�ev�h�h setlonsM1e 104IIowaeomPWl =_ �^ �^ �"` �
IResWtani5treetFlow5preatl(basetlonsneet0-Allowgeomatry� T= O.Ofeet III
' I R 1 t FI D pth �M All bl Sp d dmive,c= 0.00 inches
'
, •
' UD-In1e4DPA19-mirror xls,Inlet In Sump 511rz006,1 t25 AM
� INLET IN A SUMP OR SAG LOCATION
' Project= St.V�airt
Inlet ID= DPA20 Minor Stortn Tvpe R Inlet
� ��Lo(C)--�
�y 1
' H-Verl _ \ w
� _
�
W wP ��
/�
' ' �o lGl
Dasf n Informalion In ul
, Type of Iniel Type=CDOT Type R Curb Opening
�ocalDepression�aadltionaltoconlinuousgWtertlepression'a'(mm'Q-AIIOW) a�y= 3.OOinches
NumberofUnitlnlels(G21eorCurbOpening) No= 1
Gra�elnformalion
' Lengt�olaUnilGra�e L,(G�= N/A(eet
WIdOt ol a Unil Grate Wa= N�A�ee�
AreaOpeninqRaliotoraGrd�e(Iypicalvalue50.15-090) A,.�= N/A
Clogg�ngFacbrfora5ingleGra�e�typicalvalue0.5o) C�(G)= N/A
� Grale WeirCoailciani(typical vdlue 3.00) C. (G)= N/q
Gra�eOnYreCoeflGent�typicalvalue0.6]) G,IG)= NIH
Lurb Opening Intormatlon
Lengt�ofaUni�CUNOpening La(C)= SDOfeet
' HeigN oi Verttcal Curo Opening ln lnchos H,„i= 6 00 incnes
4eigM110�CuN Onfce Thma��n Intl�es HU,o,�= 595 incl�as
Angle of IDroal�see USOCM Figure SR5� The�z= 83A tleg2es
Sitle w�itlmlor�eprassion Pan(ry0icaiy me gunerwitlN o(2(eet) Wp= 2.00 fae�
� CloggingFactorfora5ingleCuNOpening(typicalvalue0f0) Cr(C)= 010
CurbOnen�nqWeirGoefiicrent(rypiralvalue230300) G„(C)= 230
Cur00poninqOriiceGce(fGem�tyqicaivaWe08]� Co(C)= O6�
R I' G tt FI 0 hf G 1 I C 'N' S
� CloggmgGoel(mienifarMulopleUnits Coei= N/H
GoggingFactorforMUltipleUnils Glog= N/A
� Grate As a Weir
FlowOepin at Local Deoresson valnoW Gmgging(0 c(s grale,i 5 ds wrb) cl„,= N/H��ne�es
Tn�s Row Usea for Gomoma�ion imms on�y d�„e.,,= NlA incnas
� Flow Depl�a�Lowl Dep�ession wilh Qog9�ng(0 cis g2�e,1 5 cls curo) 4„a= NIA mcl�es
rnisRowusadrorco��iomauonima�sonry a�„�= wnmmes
Grate As an Ori9ce
Flnw Depm at�owl�epression vninout Ciogginy(0 c(s gaie,1.5 qs curb) �o= WA mcnes
� Row Oept�ai Loeal DepressIDnwith Cloggmg�0 cis qram.ib cfs curt) tla= NIA Intlies
ResWting Gutler Fiow Dep�M1 OWsitle of Local Depression �.-c,.�.= NlA incM1as
R I- G ll Fl D Nf C b0 Inl �Ca '� ' 5
�� .C X ifc Li innl i Caoi 1 00
� �CI 99 9 F ci fo �i li PI.U 1 GIo9 010 �
��C b _ a W 6 t .. �O � �
.c0 I I f�-:.n ,�I nJ CIepO�.n 9 �.1 E 1�[uIJ ��r�°� �
� Ln L I[' i .. Vfl �(Of � � 15 ( C0� ] - 224 'CM1e�
� �(. b � � a, .: - . ._ _�es
( I �.i..i 91 .
�Fow��pinai�.�. J... . _ .mUo19�81� f �ra�c isclsr m� .�� � 295 J�?s
�R 11'ng Gutte�Flow 0¢ptM1 OutYEe of Local Deprassion d.c.m= 0.00 incM1es
t Resultant Sl eet Contlitions
i t IInIeILe�gin L= 50(ect
IResWtant�nmr Flow Dev�� b �I �sM1ee�0 Nllow yeoine�rvi — � II
t IIRasWtam Sveet Plow Spreatl(�asetl on s�eet O�Allow geome�ry) T= OA feet I
R II tFl wDeptM1atMaxm mAllowaCle5pread dswE+c' 0.o0 inches �I
1
'•
tUD-InIebDPA20-minocxls,inlet In Sump SI112006,1126 AM
' INLET IN A SUMP OR SAG LOCATION
' Prol�t= St.Vrain
Inlel ID= DPA9 Minor Stortn Type R Inlet
� __�La(C)—/
_ _ __.__— _"—
' H-CurO . �' __ _
_. H.Vert ,.%�-�-�—:--
\ ��
W WP \v�_
' _ '�—' Lo l�l �
Oasi n InPormatlon In ut
' TyOe ot Inlel Typ¢=CDOT Type R CUN Opening
�OcalDepressian(additionaltoconlinuousgutlertlepRssion2'imm'O-AIIOW) a��= 3.OOInc�es
NumberoNnlliniels�GrateorCumOpeninq) No= 3
Grata InPormation
' Leng�M1 of a Unli Grale L,(G)=
Witl�M1 ol a Unit Gra�e Wo=
�rea Openin9 Ra�io(or a Gra�e(lypical values 0.15-090) A.,ue= N/A
Clog9ingFactor(oraSingleGate(typiralvalue050) C��G)= WH
� GateWeirCoaificiem(ryp¢aivaWe3.00J C„ (G)= NIA
GateOPolceCceificient(typicalvalueOB]) Co(G)= NIA
CurO Opening Information
LengtM1 ol a Unit CuN OOening L,(q= 5�0(eet
Heighi ol vanir.ni Cum OOening in incnes H,�„=
� Height of GUN Onfiw TM1mal In Incltes Hi�.w,._
Anyle ol TM1ma��_=ee 1150CM Figure ST-5) TM1ela=
Sitle wialn lor Depresson Pan(typ¢ally i�e gW[erwi0ln of G feep Wo= 2.00 feet
Clogy�ngFaciorfo.a5nrgleGUNOpemngQypic2lvalue010) G�(C�= 0.10
� Cu:b Openiny Weir Goalfinfn�(lyp�cal value 2.30-3 001 C„(CI"
OuroOpeninqCnlmac.oefLaen��iyp¢a�vdWeo9>) CoIG�= n0�
Resul�ina Gutter Flow Oeot�for Grate Inlet CaoaciN in a Sumo
ClogyingCoeHiwn�iorM11ullipleUniL Coel= NIA
�� GlogyingFazmrfurtdWiipmUniis Ciog= NIA
Grale As a Weir
Fluw OepOi ai Lo�:al Depmssion wiRioW Qoyging�0 c�s gate 1J cts curb� 6M= NIA inUes
TM1isRrniUse�ii:nCombinauonlnleL5Cnly d_„e.,,= NIAmUes
� Flow Oepin al LocalOepression enN Clogging(0 cfs g2te,1a efs wr0) �,= N/A imm�s
iM1is Fow Userl tor ComLmation Inlels Only n�„��= NIA incnps
Grate As an Orifice
'o�m Deptn at Lool Dopresson weM1out Clooging�0 cis g2ta.1J cis cum) tlo= NIA mGies
� Fio�ry Dep�n at�ocai OeOresson vnm Gia89�ng�0 els grate.1a cfs curb� tl�= N/A mcnes
Resulting Guver Flow�epN Outsitla of LocalOepression tl,�„„= NIA inc�es
Resul�ina Gu�ler Flow Oep(M1 br Curb OOeninq Inlel Capacilv in a Sumo
^Iaoa��nCorP�ann�orr.niiecieumis C�.iet= t3t
� lo�g ��at illy'_Jnl Ciog= OOd �
C h saW f t n0-fbe �
. n��. � �«c ��iF!.tGloaono i a�.u rf.our' ..,= 558 -a.> II
_„ , r.s�,o o �oa9:n,ia.h��ae. birisa,m�� n.,= 6�Bv�nu-s ��
� ��. �� � .. .. .._ �o �
I� i �n � o idrf.-�..., � ��
I
F .� I 9�'l � l '.��(SCulci �1-v- J2I i ' I
IResulting GuVer Flow Deplh Oulsitle of Local Oepression d.t„A= ]]B IncM1es I
' R sWlan�5� iC nE�ons
TotalnietLegm L= 150feei
. ., .._. .��-�_� -�,_i, - � �
R s I�.ant Gutler Flow Ooo�M1/basetl on sM1ee�0 Allow qeome�ryi d= 3�B-ncM1?s
.
' IIResultant SVee�Flow Spreatl IOasetl on 5M1aetO�Allow geomelryl i= ).6 feal II
ResullaniFlowpepMatMaslmumAllowable5prea0 tl.:�.,����= O.40in<M1es �
,
'�
' UD-Iniet-DPA9-minw.xls,Inle�In Sump 5/1/2006,1'.49 PM
' INLET IN A SUMP OR SAG LOCATION
' Prqect= St V�ain
InIeUD= OPA10MInorStormT Rlnlel
� .r—.__..La(Cl� _ --_'—_
H-Curb i
�' H-vert
�\�
WP _—
W __
' — � } ` _ �
Dasi nlnformatlan In ut
, Type o�Inlet Type=CDOT Type R Curo Openinq
LoralDepression�atldi�ional�ocontinuousguVertlepression'a'irom'Q-qlloW) a�a= 3.OOlnches
Num�erotUnitlnlets(GraleorCur�Opening) No= 3
Gratalnformation
, Lengt�ofaUnilGrale Le(G)= NlAfea�
W1tl�holaUnitGra�e Wo= NlAfee�
Area Opening Ra�io lor a Grale(�yprtal values 0.15-0.9o) A,��p= N/H
QoggingFac�oriara5ingleGrale(Iypicalvalue05�� C�(G�= N/A
' GrdteWeirCoefficientpypicalvalue300J C. (G�= NIF
GrateOeficeCoeRciempypicalvaWe08�) G,(G)= NIA
Curb Opening Information
Lengiho�aUnitCuro00ening L,IG)= SOO�eet
� He�gmoivetl¢aiCurOOpeninginincM1es H,r�= 600mches
HeigMolCuf00nfiC2T�roal�nlncM1es H�„o,�= 5951ncM1es
Hngle ol Tl�rzrai(see 115�GM Fgure ST�5) TM1ew= 83.4 tlegrees
SidaWl4ilibrDep2ssionPanpypicalty�pegWterwitlt�ol2faery Wn= 2-00(ee�
C�ogging Fanor�ora Sinqle Curb Opemng pypma�vaNe u 10) G(C�= 0.10
� CurbOpnningWevCoelfioentpypicalealue23�300) C.��C)= 230
CumOpon,ngOnliceCoe�Laem�ryo�calvaWeOb]� CoIG1= OB]
ResWtine Gutter Flow Oepth for Grale Inlet Caoac N-n a Sumo
Ciog9ing Coeflicient lar MWtipie Unns Coef= NIA
� ClogamgFac�orlorMUII�pleUnns Clog= N�A
• Grate As a Weir _ _
Plow Dnpili at Loiai Oopress�on vninoui Cogging�0 cls graie.ti 5 ci=curb) N/A Inches
r���sa�,�.usPai�.co�no��,00�im�.isomy a�„e.�= wnmrnes
� Row Dep�h ai Lo�al�eprasson w,ih Clogginp�0 cfs 9rate.B 5 cls curC� tl„= NIA rnciies
TlvsRowUsetlbrCompmaoonn�ieisOnly tl�„p�- NlAinci�es
Gra�e As an Orifce
Ho�v pe0��at Lo�al Depmsson vninoul Cloqqing I�c�s graie,fi 5 cfs cwD) Oa= N/A inches
� Flow DepP�al Loql Onwesson mli�Clo9ging r0 cfs q21e.ti 5 cfs euN� n„= WH dreM1es
ResWting GUVer ilow Oepth Outsitle ot Local Oepression tl,.�„�.= NIA IncM1es
RosWtinq Gulte�Flow Deo�h for Curb Ooenlna Inle�Caoaclv'n a Sumo
,�oC< f;_ ,i. p;,mmieU-ns .��ei= i3t
� I 41�gFa lo f N Itti U 1 f,o9= 004 �
C � saW G � a0fce
� ,voeo�n �l �ai^nre���r i CI^anm� �-Isq•mn.es_krua�i a. - 39a �n _. �
� I C ,M1 IL �.. II CI qd {�.� � a t b .. ull� y . 6 fi '3 ��
� � ..,ii V �G � �,. .
�R i LI I I s,p�r..ry�
��owulG Vr��._ , gy�9�0 ya. � �Is rt., 7,= 301 �.M1ps �
Re5Wting Gulte�Flow OepN Outside ot Local�epression 4c�m= 1.Ofi Inc�as
' nt St eel Gontlilions
Total Inlet Lenpn l= 15 0 feet
�R ul�ant G �terFlow DeotM1 b ed on sM1eel 0 Allow oeometrv'� ��= 5:� � .
.h.
' IIResW�antSveelFlowSpraaU@asetlons�ieet0.A�lowgeomevy) T= 09feel I
ResW�aniFlowOepthatMaximumAllowaGleSpreatl tly�v,Es;;= O.OOIncM1es 'I
1
' •
� UD-InIe4DPA10-mimrxls,Inlet In$ump 5/V2008,2:03 PM
' INLET IN A SUMP OR SAG LOCATION
' Project= SLVraln �.
Inlet ID= DPA11 Minor Storm Type R Inlet
� �Lo(C) —�...
, H-Curb i H-VeM1 � _- - �
_�- - _�—'—_ .
�
w WP �—�._
' •��lo lG�
Desi n Informalion In vt
' Type ol Inlel Type=COOT Type R Cur�Opening
localDepression(aaai�ionailomntinuousgWtertlepression'a'Imm'o-AUOW) a��= 3AO IncOes
Num�erolUnitlnlels(GrdteorCurbOOening) No= 2
Gnte Inbrmalion
' Lenqtn of a Unit Grate Le(G)= NiA Iee�
WitlihofaUnilGra�e We= WA�eel
Area Opening Ratio(or a Grate(typwal values O.t5-0.90) q.w= N/A
Clogging Faclor for a Smgle Grale(lypical value 0507 Q(G)= N/A
� GrateWeirCoefllciem(rypicalvalue300� C.. (G)= N/H
Gate Onfiw Goafbcleni pypiwi vaWe 0 6]7 G,(G)= N/A
Cur�Opening In/ormation
LengtM1otaUni�Cur�Opaning Le(C)= SDOIee�
HeigmaiVonialCuroOpeningininenas H„„= 600mc�res
� Neigni oi CuN Ori�ice inrom In incM1es H,�,.o,�= 595 mcnes
Angle of Thmal�see US�CM Fgure ST-5) Thata= h3 4 negree5
SitleWitlOi�orDepmssiocPan�rypiqllyl�e9Wle�wi01ho�21eeq Wo= 200feet
Qo9ging Factor for a Slnyle Gur�Openinq(typical value 010� G(C)= 010
� CurO Opening W ev GoeKcieni p�Piwi value 230-0.00) G,.(C�_
CuNOOeninyOnM1ceCuelllaenUtypvalvalue06]) �oIC�= 06]
ResW�ino Gutle�Flow Oeoth tor Gra�e Inle�CaoaciN in a Sumo
QogginyCoaBiciont;ortdultipleUnils Goef= WA
� Clogging Fa yor lor MWuv�e Unns Clog=
• Grate As a Weir
Ro�u Depili ai Loc i�epmsson vnlM1aul Qogymg(0 tls 9rale.fi)r,6 cuNl 4„,_
ThisRpwUSC'Of0'GU'nGinBlipnln12150�1y f1�.y��= N/Am¢IlE5
� FlowOepm ai�ocal�epmssoo wim Giog9�nB(0 c(s B�a�e.8�c(s cuN� tl„.,= WA inrnes
TnisRowUsetlforComh�nationlnle60nly tl�,,,�,.= N�H�n
Grale As an Orifrce
Flow Depm al�ool Dopmssion witnoW Qog9ing(0 ds g2te,6�cR cm9) tl„= N/F m�ms
� Rrni Depin a�Locai Oe0�ession wit�Clogging(0 cis gra�e 6�cis curbl Oo,= N/n inrnes
Resulting Gutter Flow Oopt�Oulsitle o(Local Oepression d��.,i.= NIA incM1es
Resultino GuVer Flow Depl�brCurb Openinq INet CaoaciN in a Sumo
Go9m��qccc�9oon��art.tumo'ounlLs Goer= t2s �,
� Qo = �Ofi �
C b W G 1 Orfce
99 g a � �Iilipl.J� is Qog
q...iD�ni� � .c�� �I�o.iCU9nn�1[ fc.�2ie.ri�s�scnp� ��= 43�..i.i�.ro �
��Ro Fn I p � I y � '.0 I j t F] �s t'. 1„n- 1 13 I n3 ��
� i� J 1 , ..ur � a �e5
�FI C_ n i[' i iCi.a� n n I a � fi, � orM i ) ��
�-C.r I .I r .. I ..yV 9.0 � I a e t G �
I R sulhng G V Flow Dept�O IStl ol Lowl�ep asslon tl „ = 1.43 �ncM1es
, Resultanl Slreet Conditions re
. IeiLe gih L= t0O1eei
ota n
«r=.
�Resultanl Gutler Flow DaotM1(basetl on s�eet O�Allow geometry� a= 1AI ��ncM1ns .
� ��Re5uI�aN Flow De�p�M1 a�Mas mum Allowable Spreatl��eometry) tl_ = OAO�ncM1es ��
'
'•
' UD-InIebDPAii-minw.xls,Inlet In Sump 5/1I2006.t5]PM
' INLET IN A SUMP OR SAG LOCATION
t Project= St.Vraln
Inlet ID= DPA1P Mino!Sfortn T pe R Inlet
� R fi—_Lo(GI�
"_ —.__'.�—
' H-Curb , � .
H-ve❑ � �—��---p ..—___
— _\_\�P _ �\�\ �
W �— -- -- —__—'�
t — -.— -Lo l�� .
De I n In/ormalion In u
' ype of Inle� Type=CDOT Type R Cmb Opening
LocalDepression(adtlilional�oconlinuousgultertlepression'a'Imm'��NIIOW) an,,y= 3.00inc�es
NumberofUnitlnle�s�GrdtearCuroOpening) No= 2
Grata Inbrmation
� LengthotaUnitGrdte Lo(G�= WAleat
WitllhotaUnitG2te Wa= NlAlee�
Hrea Opening Ralio tora Gate(typical va�ues 0 iS0.90) A,Wo NIA
ClogqinqFactorforaSingleG2le(lypi[alvalue0.50) C�(G�= N/A
' GateWertCoeBiciam(rypicalvaWe300) G_�G)= NIA
GrateOri�ceCoeR¢iem(typicalvalue06]� Co(G)= NIA
Curp Opening Intormation
Lengl�ofaUnl�CuNO0enin9 lo1C)= S.OOIee1
HeiglnoiVenicaiGUNOpeninginlnchos H,�,�= 8.W Inc�es
� HeighlofCuNOn�ceThma�inlnc0es Hi�,.w�= 5951nches
Angle oi IDmat(see USDCM Figure SL6) Tpe2= 83.4 oe9�ees
SltleWitl�hforDepresslonPan�;ypirally�M1ogutlerwiathof2�eep Wp= 2-00(ee�
Cloggng Facmr(ora Singie Curo Opening�iypirai vawc 0 10� G�(C)= 0.10
� Curb Openleq WeirCoeilicient(rypral vaWe 2 303D0j q,(C)= 230
Cur�Opening Ontiw GoeffioeN Q�pmai oalue 0 6]? Co�C7= 0 6]
Resultine Gvtter Fiow Deo�M1 br Gra�e Inle�CaoaciN In a SumO
CloyyingCoef�cieNforMUI�i0leUnil5 Coet= NIA
� GloggingFactor(orNUltipleUnits Clog= WA
• G�ate As a Weir
Rcw Depi�ai Loral Oepmsson vaihom Gioggmg(0 cfs gate.3.t tls vum� C„= N/A mrnFs
This Row U5e0 forGomOmaeun InleLs Onlv 0.,,,e„= NIA Inu�es
� Row Oop�M1 allocal0epression wi�li Gloygmy(0 Cs gm�a,3 1 cfs mr0) d.„.= NIA Inctios
inisRowll_ce4forCombina000inletsOnW 4�„w= NlAmcnes
Grale As an Orifce
Flow Dep�n at Lorzl Depmsson vumom Qoggmg(U tls�ate,3.1 cis curD) ao= N�A mcnes
� Flow DepN a�Loral Deprossion witM1 Cloggmg�[I cis grale,3 t cls cur�) a„= WA indies
Resulting Guner Flow�epiM1 Outside of Local Depression tl,.�. NIA inches
ftesWtinq Gutler Flow OeoN for Curb Ooeninq INe[Caoac N�n a Sumv
ClongmgCocffm'ientforl.lulVolnlJnus foef= 125
� G� yyngFa ¢ fo �4i Fi Un s Giog= 008 �
C b saW .G t in0f
Fu�Deo�eat o.al�_or �_ in �t_, ..�n� .-,irn�y.3�[.'5�uN� tl„=_ [s] , . _
�� .rvDeP�n:i L.nrovsio m �9in]lo c�na;e.[flnsmmi U„,= 2.ti5mr.nes II
, C b .n � I �in � r . . ,�I.,. .. liry I
FI ,inaL i0o i '.lam� oi m.?1rt ��im� 1= 2B2 �bos
� i L�cm�,i� io � i � aiu i � �n� i�,= 28a •� �
R If ng GUVer Flow DeV�h 0 I5 de of Local D p s tl � = 0.00 Inc�es �
' ResulWni3VeetContlitio^sl , --. _ - -.-
Total Iniet Le giM1 �_
wUr.
��ftesultantGulterFlowOeplM1@asetlonsM1eetO�Allowgoome�ry) 4= 0,00inr,�vs
' �IResWtant Slreel Flow Spread�basetl on sM1eet O�Allow geometryi i= ��� 0.0 feet I
ResWtanlFlowpep�M1a�MaeimumAllowableSprcatl tlm�em= 0.00'mches I
'
,•
, UD-InIe4�PA12-minor.xls,Inlet In Sump 5l1/200fi,1:58 PM
� INLET IN A SUMP OR SAG LOCATION
� Pro�ttt— � . SLYialn _._ . . .
Inlet ID= DP07Minor Stortn Type R Inlet
�Lo(C)�
� H-Curb —
H-Vert , ��: —
��, �
Wp
W ���
� r�Lo 1���
Dasian IMormation IlnoNl
' Type of Inlet Type=CDOT Type R Cub Opening
LocalDepression(atltlitional�oconlinuous9u0eraepression'a'�mm'PAIIoW) aisa= 3.OOinc�es
Num�eroNnitlnleLs(GateorCurtOpening) No= 2
Grate Information
� LengihofaUnitGate La(G)= N/Afeet
WIdUolaUni1G21e We= NIA(eel
Area Opening Ratio fo�a G21e(typical values�.15-0 90) A,�= N/A
QogglnBFaclorfora5ingls6ate(rypicalvalue0b0� Ci(G)= NIA
� GrateWeirGoeHmient(typicalvalue300) C„ �G)= N/F
Grate Onf¢e CoeHicient(typical valae 0.61� Co(G)= N/A
Curb Opening Info�mation
Leng�M1ofaUnilCurbOpening L,(C)= 5.OOfee�
Height of Venical CurD Opening in inc�es H,,,,= 600 Incbes
� Heighto(CurbOd(ceThma�lnlnc�es H��,�„= S951nches
Angle ol Thma�(see USDGM Fgure ST-6) The�a= 63 4 tlegrees
SitlewitlNtoroepressionPanpypicallylnegutterwitlihoi2t5o0 Wp= 20ofeet
CloggingFacmr(oraSingieCuroOpening�typicaivauc0.1�) G�(C)= 0.10
� Gur�Openingwe'rCoeKciem�typiralvaiue230300) CW(C)= 2.30
CuN Opemnp Onfice Coekioen�(lypiral�alue 0 fi]� Co(C1- 0.6]
Resulfno GuVer Flow OeotM1 for Grate Inlel CaoaciN in a Sumo
QoggingCae(ftientfo�MUlbpleUnits Coof= N/A
� Qo99ingFactorforMWfPieUnits CIo9` NIA
Gra[e As a Weir
Flow DeO�M1 a�Locdl Depres5ion wii�oW Gogginq(0 c's�:ate.15 9 cls cur0� 0„,= NIA Inc�es
iM1isNawUsetlforComhma�ioninleLSOnlv tl,,,,d,�= NIAIncM1as
� Rcw�epm at Local Depmssion wiil�Clogging(0 cfs gra�e.15 9 cis curo� a.,= NlA InrM1es
IDaRowUsntlforGombinationinie60ny ��„Ki= N/AincM1es
Grate As an Orifice
u�Depn-t�� - ��.pressio ��ih �t Qogyiny(c i a� ,L a:is aro) Ua- N/A�ncnes
� �Flow Depm a�Local Depmssio �N Clog9ing�0 cis a ie i'.�cis cuA� tlo,= NiA�incM1es
ResWtingGUVerFlowDeptM1OWsitleofLocalOepresson tl,.�.,,,a= NlAlnches
ResWf n Gu�te�Flow Deot�Por Curb Open nq Inle�CaoaciN in a Sumo
Cloq9�ng Goeflicient to�Mul�iple Um6 Coef= 125
� ��in9F�e�o I� � �upia�nis Gog= OQfi
I Cu b as a W e,G ate as an Orifce
� �o oepm. �� �Ooresso�+i�noiiGio89�9i� �� nie.�35cfscuru) o„,= ).6aln
� '�V�n �:�... 1�49.nSiJ t.l»usc.,m� „ _ ].Y9 i �3 �
� �C f san0 f s. O f . un ,�= I
� � Ept� t L L v II 1 J jing 10 6 y t S9 s_wb) 7a 6 93 ":�as
f.11- L C dy..� ] 2 a,c5
Resulting Gutler Flow Oepth OutsiOa ot Local Depresslon d,s.,e= 0.89 inches
Resultan[Street Contlltions
' TotallnletLengN L= 10Dfee1
Tp�aIInIQtln�ermpUonCdOdCiNID25�qn0=scM1arye�mm9�PPdk1 Q= 159otc
IlResultant Gut�at Flow pep�M1�basetl on sM1ee�0-Allow qeometryl C= 6.88 incM1es �
' �IResuuam 5veeuiow spreau�uasea on sneei O�auow geometry� T= �Y.2(eet II
Resul�ant Flow Dep��a�Maximum Allowable Spreatl dswe<o= 0.00 IncM1es
'
' •
' U0.lnlet-82 Milwr.xl5,Inlet In Sump 8/6I200fi,1:55 PM
' INLET IN A SUMP OR SAG LOCATION
' Pmject' �, 9t.V2in.. .. .
InIeIID- DPB5:2 M(mrfSt6rmT R'Inlet
,r--Lo(C��"
'• H-Curb � ___
H-Ver1 w
W
WP -
� _ . �a�
Desi n Intormation In ut
' ype o(Inlet Type=CDOT Type R Cur�Opening
Local Depression(atltll�ional b cominuous guVeraepression'a'Gom'�-AIIOW) a��= 3.00 incM1es
NumberoWnlllnlets(Gra�eorGUNOpaning) No= 3
Gram Intormation
' LenglhoiaUnilGrdte �IG�= N/Ateel
WitllhofaUnilGrale We= N/Ateel
Area Opening Ratio for a Gra�e(typiral values 0.15�0.80J A„w= N�A
Clogging Facloriora Single Grdle pypical value OSO) C�(G)= N/A
� GateWeirCoe(4cienl(typicalvalue3D0) C„ (G)= NIA
Gate Odice Coefficiem(rypical value 0.61) Co(G)= N/A
Curb Opening InPormation
LenB��ofaUnilCuNOpening �o(G)= 500(eot
HeigM oNoni�l Cur�OOening In inc�es H„,�= 600 Inunes
� HeigM1i oi CuA Orifce inroa�In mcnes H.�,�,�= 595 Incnes
Angie ot Tbmat(see USDCM Figure ST-5� IDeta= 8&a Oegraes
Si[lewi0in�orDepmssionPan(lypiwllytnegu�lerwidihof2feet) Wo= 2001ee:
Giogging Facmriora Singie Gurb Openinq_pypicai value 0.10) C,(C)= 0.10
� CurbOuenm9WeirGoef(icienl(Iypir.aleaWeL30-3D�7 G,.(C1= 230
Cur�Openin9 0rn¢e Coel�oeni�Npical value 0 6]J <%o(C)= O W
ResWfna GULLer Flow DeoM for Gra�e INe�CaOaciN in a Sump �
GioggingCoef�oanifarM1lultiVieUnits Coei= WA
� Clogging Factar(or M1luwple Umic Glog= N/A
� GateAsaWe
Fl�w Ocp�M1 i L � 4 �5�i � II o.1 W ,�ino�o Jeyrale.10 c�s cwD) 4„ MA mcM1es
JlsRrnvU�eOfirCcnO�a.o�lnlnisOnry 4.�.,= N/FmcM1us
� Row Dep�n ai�oca�Depresson wii0 Gloggmg(0 cfs graie,10 cls o-ub� tl„= WA mcnes
m�sRowusearorcomo��,auo�imeisomy 4.,,a= NiA��=n^-�
Grate As an Orifce
- w DeotM1 ai Locai I]epressrin wii�om Qoyywy�0 1s y aie,t0 c15 aiN) - N/A�naies
� Flow�eom ai Low��op•osv�on witM1 Clogging(0 cfs gaie,10 ck wrD) d,= WA incnes
ResultingGUVerFlowOepNOWsitleotLocalDepression tl,.�,.�o= NlAincM1es
R¢5ulCno GUVer Flow Den��br Curb OOenina Inlet CapaciN in a$umP
Claqg�ngCoeffo?niforMWnplellnlis ..aef= 131
� �CIo99�ngFa �o t o-4 upcs C'o9` 0.04 .ncs
CurbasaW G t asan0ifce
�FIOwD2p�lld L J.p' 1 I. '�il9l]�.nl J ���.�ALL'."�cly(:ulUl SL6i�
' 1 . ]y'1)I� f�� IIqcC�Rll �.a 0.41 � 12S
� If 1 n(� ( a ]s O F :
�FI) p p�M1 IL � � -io I qpn0 0 � 4ale,IDCISNR�1 1y J41 C�PS �
.. pin. � .. i �� .,i�i a�l ! t ',dsun'� J„ 3.J& .-�ro� �
Resulting GULLer Flow DepN Outsitle of Local D p tl.„ _ ].41 inches
' Rasul�an�SVee�ConJi�ions
Talal Inlat lengt� L= 16D(eei
rodi iniet�nierw000n Oaoaab foesqn D�=rnaroe imm C-Peax i ip 0�.
IlResul�an�Gutler Flow�ep�M1(basetl on s�eet O-Allow geome�ry) tl= _ l41 incM1es �
' �IResultant Slreet Flow Spreaa(�asad on snee�Q-ailow geometry� T= 3.0(eet II
Resultan�ilowDep�M1alMaxlmumAliowa�le5preatl tlsaacno= O.OOinc�es
,
' •
' UD-In1e4DPB52 Minor.xls,Inlet In Sump B1A/2006,1:42 PM
'
tCollection Capacity of Horizontal Orifice (Inlet Control)
'• Project: ST.VRAIN
Basin ID: TYPE C INLET @ DPB7
' circular box
opening area opening area
, oirtlet
strvcture Perimeter �� perimeier
fl°w flav —'--� "
' Culvert Cutvert
Desian Information (Input):
� Circular Opening: Diameter Dia. = ft.
OR
Rectangular Opening: Widih W = 2.92 ft.
Height H = 2.92 ft.
' Percentage of Open Area After Trash Rack Reduction 4% open = 75.00 %
Orifice Coefficient Co= 0.67
' Weir Coefficient Cw= 3.00
Orifice Elevation Eo= 0.00 ft.
� Calculation of Collection Capacitv:
� Net Opening Area (after Trash Rack Reduction) A0= 6.39 sq.ft.
Perime[er as Weir Length Lw = 11.68 ft.
� Fnfer v:ater surfac�ela�aations in ascendinq c�rder.
Water Weir Orifice Collection
Surface Flow Flow Capacity
Elevation cfs cfs cfs
� f� �
(ir,p�-1 (outc��) "'�'I �o_.ouq
steri 0.00 0.00 0.00 0.00
' 0.10 1.11 10.87 1.11
020 3.13 15.38 3.13
0.30 576 18.83 576
t 0.40 8.85 2175 8.86
0.50 1239 24.31 12.39
0.60 1629 26.63 1629
0.70 20.52 28.77 20.52
' 0.80 25.07 3075 25.07
0.84 2Z24 3?.50 2720
n og 3a ?n . �z nR zi �n �
' 1.00 35.04 34.38 34.38
,
� •
TYPE C DPB23.xls, Horizontal Or 5/3/2006, 11:44 AM
1
� INLET IN A SUMP OR SAG LOCATION
' Prol�t- �. SL Vralrt. . � �
Inlet ID— DP B72 MINOR Storm�T R Inlet
• �Lo(Cl—M
' H-Curb I H-Vetl �—'
W
Wp —
W �
, � �o l��
Desi nlMormatlon In ul
' Type o!Inlel Type=CDOT Type R Cwb Opening
LOWIDepression(a00itionallocontinuousgWlertlepression'a'from'p-AIIOW) a�a= 3.OOinches
Numbero(Unillnlets(GrateorCUNOpening) No= 3
Grate InformaHon
' Leng�hofaUnitG2te lo1G)= NIA(eel
Witlih of a Unit G21e We= N/A teel
Nea OpenlnB Ratlo for a Gra�e pypical values 0_15-0_B0) A„�w= N/A
ClogginB Factor(ora Singla G21e pypical value 0 507 C�(G)= N/A
� GateWelrCoe(frcient(rypicalvalue3.00) C„ (G)= N/A
Gate OrRice Coe(6cient pyplcal value�,B)J Ce(G)= N/A
Curb Opening In/ormatlon
Lengt�ofaUnitCurtOpening LofC)= 5.OO�ee1
' HeiOM of Venicai Curb Opening In IncM1es H,,,,= 600 inchrs
Heighto(CuNOnfineTl�roal�inlncnes HV,o,i= 6.96inches
Angleo(IDroat(seellSDCMFigureSTS� t�eia= 83,4tlaB�es
SiaeWmtM1for�opressionPan(rypicanytne9uVerwidmof2feet7 Wo= 2Wfeei
GloggingFacmrforaSmgieCuroOpening(rypicalvaWeO_10) Gr(C)= 0_ID
� Cur�Opening WeirCoet�cien�(rypiral vaiue 23030o) C„.(C)= 230
Curb Opening On�ce CoeBicient lrvpirai value�.6�) C,�GI- 0.8�
Resulfno Guttw Flow Oeoth for Grate Inlet Caoac'N In a Sumo
Clogginy GoeRlcien�forMulliple Uni6 Coef= N�A
� CloggingFactorforMUltipleUnits CIoB= NIA
• GrateAsaWeir
Flow�eV��a�Local Depression�^n�houl Clogqing�0 tls gra�.c,1]�cLs curo� Q�= N/A inclics
ThisRowUseOforGombinalionlnleisOnty tla,e,,,= NlAinc�es
� Flow�epN a�Local Depressmn wim Ciogging�a chgraie,1).3 cls cum) 0,.,- NtA inoM1es
TM1is Row UseO for Gompina�ion Inlets Only 0�,�= N/A IncM1es
Grate As an Orifce
Rnw�ep�n a!Larzl Oepresson wnpoul Glo9ping�0 cis y21e.1]3 c�s cum) Oa= NiA Inclies
� Row DepN at Local Dapression wii�Glogging(0 c(e 9ate.1�3 ets curb� tl„= NIA Incnes
ftesulting GUVer Flow Depth OUKitle of Local Depresslon tl,z.,�.= N/A incM1es
Resul(nq G W�e�Flow Oeplh for Curb Ooenina Inlet Caoacitv in a Sump
Gog9mgGoefficientiorMULLipleUnits Coe(= L31
� QoggingFadormrMWupreUn�ne CioH= 004
CurO as a Weir,Grate as an Orifce
Flow Oop�n m Local Depresson wnM1oui G:oOqmq 10�ts grato.1]J cls curb) tlw= �.9 IncM1es
�-1 wJepm L : -�epr�s � Jio99in9� � yro�e i/3cfsauol u�,= 1.80 in nas ��
� C 0 san0 � (' t O f
�H Oep�� t L I De0 e sio R o o99inq 0 t a te.P 3 's¢iN) aa= 691 � cM1es ��
.�eom i�.a CePrass i iu.J'��3� � �.� . �3 l ii�nl ao.= �.12 1 r:nes
ResultingGWterFlowDep�M1OWsitleofLocalDepression tl,�„A= 4.BOincM1es
' ResulW n�SVae�Contlilions
TotallnletLengt� L= 150feet
Tolal�nle�lntemeo[orCeoatitvlDesionD�scM1amelmmO�P=aki �, 1�3c�s
I Resultant Gufler Flow Deplh�Eased m sheet O-Allow geometry� tl= . .6.80 incM1es I�
' ftesmtam 3veet Flow Spreaa�Oasea on sneet 0-Allow geometry7 T= 11.8 feet
IlResultant Flow Depth at Mazimum Allowable SpreaC dsrr+�no' 0.00 inc�es II
'
'•
' UD-Inle4 812 MINOR.xIs,Inlet In Sump e/d/2006,222 PM
' INLET IN A SUMP OR SAG LOCATION
' Projecl= SLVrain:
Inlet ID- DP814�MINOR Stotm Type R Inlet
� .�—l0(C)�
' H-Curb _ _ __
H-Verl �\—,
�e —WP ti
W �__
1 - _-��
.- �i��
oasion Informatlon Ilnoutl
' Type ot Inlet Type=CDOT Type R Curb Opening
Local Depression(atltlitional to mntinuous gu�ter tlepression'a irom'p-NIIOW) a�y= 3.00 inches
Num�eroNnlllnlels(G2teorCurbOpening) No= 3
Grate InPormatlon
' �engt�ofaUnitGrate LoIG)= N/Afeet
WiO�hofaUnitGrate We= N/Afeat
NreaOpeningRatioforaGrale(�ypicalvalues0.1S0.90) A„�m= MiA
qoggingFactorforaSingleG2�e(Iypiralvalue0.50) C�(Gj= N/A
' Gale Weir CoeKcient pypical value 300J G„(G)= NIA
GalaOMceCoeKUeNpypicalvalue0.e]) Co(G)= NIA
Curb Opening Information
LengNo�aUnitCuNOpening 4(C)= 5.OOfeet
' Heigl�toNeNcaIGuNOpeninglnlnclics H„�= 6001ncM1es
Heigptof Guro On�ce Thmat In IncM1es Ha,o„= 585 Inches
Angle o!iM1ma�[see USDCM Figure ST-6� Tneta= 634 degrees
SitleWitliM1(or0epressionPan(ty0icallytnagullarwidihof2leel) Wo= 200fest
, Clugging FaCoriora Singie Gum Opening�rypiwi vaWe 4.1�� Gr(C)=
CUN Openlna WeirCoeHicient(ryprtai vaWe 23a-JD�� C„(C)_
Cur00peningOnhu:Coe(ficieot(tyoicaivaWeOfi]� Co(C)= OB]
ResW['na GUQei Plow�eo�h for Grate Inle�CaoaciN�n a Sump
ClogqingCoeRlcien�farAfultipleUnlis Coef= WA
� CloggingFadorforMWtiploUnits Clog= N/A
• Grale A5 a Weir
Flow�epRiatLocalDepressonwithoWGbggmg;Oclsgraie69dscuml 0,,,= N/Alnclms
IDis Row UseO(orCompinaiion�nlots Only o��.e.�= N/A Incnes
� Flmv DepO�at Local Depres,slon wilh Qogymy�0 cfs giaie,fi 9 cfs cuNl 4.,= NIA Incner
Th�is Rcw Used forCombinaiion inlaLs ONy 4�„�= N/A Inches
Grate A5 an Orifce
FowDnplha�LocalDepressionvnlhoutCloggmg�Oc(sy2ie,69cisrur�l u - N/Alnchps
� Flow Deplh a1 Local Depmssion wi�h Clog9mg(0 cfs qra�e,fi 9 ci,s curb7 tlo,= NIA Inrlias
Resulting GNter Flow OepiM1 Outsitle ot Local Depression tl,z.,�.- NIA incM1es
Resull'nn GUHer Flow Dep�M1 tor Curb Ooeninq Inle�Caoa<iry In a Sumo
CloggingCoef(ci?NforMUl�ipleUnLLs Coe(= 131
� ClaggingFac�oriortAW�ipleUnus Giog= 004
Cmb as a Weir,Grate as an OriTice
Rnw�¢p11taILoGIDe025£ionwithoulGCgging{I:cfsgra�e.fi9tlscU�b1 �„,= 6_10inrpR5
�� I 'lJ'Fn 1 IU '-: I I gU i 91s � �I 1„, 029 rne5
� �o. nt` r r �_.. o r r ��
�� lo � p� �Lo�'21Deo s o tho t I yqu W ( �ni fi9 fsc�r�� � 3�2 � .M1es
I ',Geps� i I C=:�ess i i i y. i �Ys- tl�,= 3D5 �o�vs
Resul(ng Gu�ter Plow Oep�M1 Outsitle of Local Depression a.c.�e= 1.Y3 inches
' Resultan�Streel Contlilions
To�allnletLeglM1 L= �750feet
TOLllnlellnt C?ouOnGnacl 0 ���D�srM1a �_6nm0-os?k1 p,= 69Ch
iResWtanlGUVarFlow�eptM1(basetlonsneet0-Allowgeomelry� tl= 11�incM1es
IResultant5veetFlow5preaa�baseGonsneet0-Al�owgeometry) T= 1Afeet II
, I Resultan!Flow DapiM1 at Maximum AllowaGla Spreatl aswano= 0.00 incM1es
'
'�
' UD-InIeP B14 MINOR.xIs,Inlet In Sump 9/6/2006,2:30 PM
' INLET IN A SUMP OR SAG LOCATION
' Project= St.Vrain
Inlet ID= DPB18 MINOR Storm Type R Inlef
_r,—La(C)-�---T
_'_
' H-Cur� � !� H-Vert — ---— � �
_—_
�—__ '__ - �.,-\ �w� _
W WP �'i_ � —__-
' ' ,�—_�ol�l � .
�esi n Intormatlon In ut
' Type of Inlel Type=CDOT Type R Cur�Opening
LocalDepressian(adtlitionalioconlinuousgutlerdepression'a'irom'Q-HII0W) a�y= 3001nc�es
Num�ero�tlnuime�s(Gra�eorCurbOpening) No= 1
Grale IMormation
� LenglOofatJnilG2te Lo1G�= N/Ateel
WiOt�of a Unit Grale We= NIA leet
Area Opemng Ra�lu(ora Grate(ryplcal values 0.15-�90) A,bp= NIA
CIo99�^9 Factorfora Single Gra�s�rypiwl value ObO) Cr(G)= N/A
� GrdleWeirGoefBcienipypiqlvalve3D0) C,„ (G)= NIA
GateOnficaCoeRioentpypicaivaWeO.b]) Ce(G)= NlA
Curb Opening In(o�malion
lengi�ofaUntlCuNOpening t„�C)= 5_OOfae�
HeigM1tolVenicalCwbOpenmgmmchas Hk,�= 6001nc�a
� HeigM1ioiCurbOripwTnmannmcnes N,n„m= 5951ncM1es
Angle niTM1ma�(see 11SDCM Fgure ST-5) T�eia= 63A tlegrees
Saewiamforoep�ssonPan(�}P���7tneguverwitl�hoi2leep wp= 2DOleei
Clogging Pacmrtura Snig�e Curb OOening(typiral value 0.W) G�(C)= 0_10
M � rbOpeni 9 Co�ffcren� np I�alue230300) G (C) 230
h �frni g� f � Pioe i typ alvaluc06]) �olCr �.6�
ResWfna Guuer Flow oeplh for Gra�e Inlet CaoaciN in a Sump
CloggingCoeR¢ienib�MmtiplelJnits Coo(= N/A
� GbggingFacmrforM1�wnpleUm6 Glog= WA
• Gra�e As a Weir
Flo.v Doain a��cc�.Deprrssion vninoui Glupging(0 tls gra�e.L U c5�vr0� N/A incM1es
Thls Row Uxetl lor Camo�naeon Imets Onlv d�,w,= N/A incnes
� Ra;i Dnpili ai Locai Depression wit�Glogging(0 efs graia,2 B cis r.urb� d„.,= N/A mcnes
Thls Row Usec1 for Gombma�ion InleLs Only tl�,�i= NIA IncM1�s
Grate As an Orifice
Flory Depth al Local Dep�ession wnhoetCioyging(0 cls g210 2 B cis cur0) de= N/A Inclies
� Row Deplli a',Local I>epression�nN Clogging(0 cfs grate,2 8 tls curb) 6„__ NIA InrM1e_a
Resulting GWter Flow Dept�Outsitle of Local Depression tl,r„ = NIA inches
ResWtinq GWler Flow Deo��for Cu�b Openlna Inlet CapaciN in a Sump
luqrnn�Coef�ocm r� ^.le�l�U-��is �.on(= 1 00
� Q qg ig Fa lo fo P1 I� .Ur 1 Clog= 0 10
CM1saW Gt in0 (<e
['=:m D [ .�_� il i i c�na 0 °.f=..uM1P 1_.= 126 '��.es
�� i< .�. I ..au l U� a J ip t 9 ate L r c', umi tl..,' d.l � n3 ��
� �iii � ��a.� .�ii _a . ... . - nes
II 1 [� � �F I �r !1 i 14
II
. � n u9 a�.l � ie ��r,s l 11
IR I[ig G �t r Flow�epl�O 1 tle of Local�ep d � = 0 JB cM1es
Rasul�aM S�ree�Contli�lons
� Toial inlet L �giM1 L= 50 feet
I�ResWtantGu�lerFlow�eviniba5otlonsheel0-allowgeomelryi �= OJ9 �nnos
IResultanl51ree1 Flow Spread IbasM on sheel Q�Allow goometryl T=� O,J feel II
' IRenl[an Flow�ep�h at Maximum Fllowable Spreaa dzvee,.o= 0.00 incbes
'
' •
' UD-In1e4818 MiNOR.xIs,Inlet In Sump 5116/2006,9:52 AM
' INLET IN A SUMP OR SAG LOCATION
, Prqect= � . St.Vrzln
Inlet ID= DPB20 MINOR Storm T. � R Inlet
� � Lo(C)—r
H-Curb
� _ H-Vetl �- �
W
ti
W WP �
�
, ' �
�Lo
D sl n Intormation In u�
' Type of Inlet Type=CDOT Type R CuN Ope^ing
LocalDepression(a00itionalloconlinuousgultertlepression'a'fmm'Q-AIIOW) a�a= 3.OOincM1es
NumberoNni�lnlets(G2tearCuNO0ening) No= 2
Gratelntormation
' Len9ibofaUnilGale Lo1G)= NlAfeet
Witl��o(aUni�Grdle Wo= NlAfeet
AreeOpeningRalioforaGa�apypirvlvalues0.15�090J N„�= N/A
CloggingFactorioraSingleGrdle�rypicalvalue0.5o) C�(G)= N/A
� GrateWeirCoeRlclent(rypicaivaWe300) C„ �G)= N/A
Grd�eOnflceCoeificiam(Iypiralvalue06�) G,(@= N/A
Curb Opening Information
Leng��ofaUnitCuNOpeninq Lo1C)= S.OOfeet
' HaigM of Vatlkal Gu�b Opening m Inc�es N..,�=
HeigM1t o(Curb Otlfce Tpmai in mcbes H.„,,,,_
Angle ofiM1roal(see USOGM Fgure Si-5) IDeia= 3 a tlegraes
SIOeWltlmforDepressionPanpypirauy�neguuerenamol2teep Wp= 2.00(eei
� Clogging Facmrfor a Single GurO Opening pypical value 0.10� Cr(C)= 0.10
CurbOpeningWeirGoeifioeni�tyq¢aivalue230JD0� C,,.(C)= 230
Gur00paningOnM1ceGoeRoeot�typ¢aivaWe06)) Co(G)= 0.8]
ResWCno GuLLer Flow Deoth br Gra�e Inlet CaoaciN in a Sumo
GloggingCoe(ficientforMWtipieUnits Ccef= N!A
' CloggingFactorforMUltiplcUnits Clog= NIA
� Grate As a Weir
Flow Deplh at Local Deprassion wMow Clogginy(0 c(s g��e,�]cfs cuN) 4„;= N�A Inclms
IDisRowUsetlforCombina�mnlnlo60nly d�„e.,.= NlAlncl�es
� Flow Dapm at Local�epressiun wtlh Goggmg�0 cis gate,J]cis curb) d.„,= NIA inc�es
TM1ixRowllsetlio�ComOinalionlnlelsOnlv tl,:,,,p.�= N/Aln[�es
Grate As an Orifca
Flaw Depi�al Local Depression wiNout Cloggmg�0 cfs gaie.�P r,is<uA) oa= N/A incnas
� Flaw DepN a�Local�apr¢sion mitM1 Clog9ing�0 cfs 9ate.]]r.fs oubl tlo,= N/A Inr,M1es
Resulting Gu¢er Flow�ep�M1 Outsiee of Local�epression d,�m.0= NIA inches
R¢5ulfnu GULLer Piow OepN Por Cutb Op¢ninn Inle�CapaclN in a Sump
Cl000inaCoeRcienitorAWliioleUnl�s '.:�e�= �2s
' Uogging Facm ta M�u pie U t Clog= 0.06
C basaWe.G 1 an0 �
Fi�vo�omai�oaio.��oss, u�:�a��� �„�aiP." i�,..,ri ... sn ��rnas
�RowDepVia�LoralDeu�s=v n( �e.n3(< < �r,l= ticr�aiN� 0.,= 4.86incM1es �
� "�, nn0 t -:,. , ,,r v _....� �..,'
�FI_ D_oih i ID ] �.fiF �n-hn_= �
Fio�Cepih o4 i Ce( e.siv �{�ng n �r� i fs . ll) 1„= 3,80 �cnes �
Resulfng GULLer Flow DepN Outsitlu of Lo<al Depression d,c�n= 1.86 inches
' Resultant Slmel Gontlitlons
Total Inlet Lengl� L= 10 0 leet
.�i irio��i r r_:.� . � ' __" _ _ ��
��R 5W�an�G 1� r Flow�eo���basetl on s�??t Q Allow aeomelrvl d= 5`�•�^e=
' ResultantSireetFlowSpread�basetlonsneetQ-allowgeomevy� T= L5teet II
IlFesultantFlowDepihatMaximumAnowab�e5preaE tls�r.o= O.OOinches
'
,•
' UD-InIe4B20 MINORxIs,Inlet In Sump 5AI2006,323 PM
1
INLET IN A SUMP OR SAG LOCATION
� Proiecl St.V21n
Inlel ID= DPB27 MINOR Stortn Type R Inlet
P _.Lo1Cl—_.x
t� H-Curb r I
WI. H-V2tl —. . _ .__ .. ..
���� ����
� �
W �..... ti - _ _
' _ __.r— Lo lGl
�
D sl nlnfo�mation In ut
' Type o(Inlel iype=CDOT Type R CUN Opening
LocalDepression(atltlitionailocontinuousgutlerae0�ession'a'irom'p-AIIOW) a�d= 3.00Inc�es
Numberof Uni�Inls�s(Grate or GuN Openmg) No= 2
G�ate Informa[ion
' LenglhofaUnllGrate Lo1G�= NlAfeet
WidiM1 ol a Unil G2�e Wo= N/A teel
HreaOpeningRa�ioforaGrate(rypicaivalues0.t5�090) A„uo= N/A
Clogging Faclorfor a Snqle G2te(iypical value 0.507 G�(G)= NIA
� G2teWairCoefficlenl(Iypicelvalue3D0) G„ �G�= N/A
GraleOnfireCoeH¢iem�rypicalvalue081) Ge(GJ= NIA
Curb Opening Information
Length oi a Unil Curt Opening Le(q= 5�0 lee�
' Heignt ol vetl¢ai Curt Opening In IncM1ae H,r�= 6 00 inclies
HaigM1t o1 Curb Onlire Thrpat m Incnes I',,,,a, 5 95 Incnes
Angle of Tpma�(sae USDCM1I Figure SR5) �M1eta= 636 tlegrees
Sitla Wi��h br�ep255ion Pan(ry0ically Ilie gul�errvitlPi ol2 foep VJ�= 2D0 teel
� CloggingFaclorloraSingleGur00pening�rypiralvalueO.tO) C�(C�= 0.10
Gur�Opemng WoirCoeKicient(Iypical value L 303DO) C„�CI= 230
�um Opening Oniice GoeX�oem�iypnal value�6]� Co IC�= 0.69
Reml�ine GuHer Flow peo��for Gate Inle�Capacitv in a Sumo
� Giogging Coelficieni forMWupie unns Coef= NlA
� Qo99ingFaclorforMUltiPleUnits Cio9' NIA
Grate As a Wei�
Flw+Depll�at Lor.�l Depression wunoui Clogging(0 cis y2�e,5 B ds m�b� el,,.= N/A inclies
ihi5RowUseObrCombmationlnleLSOnly �L„�,.= NIAmr,�es
� Flow�a0���ai Local Oeprpssion we�Clogg�ny(0 c!s y2�G 59 tls cur�) d„�= NIA mclies
"Iti5Rpw'J52tlI0rGOrelhinalionlnlel50nly �„�,� N/AinGIt25
Grate As an Onfice
FlowOeytM1 ai Local�epmssion.�mow Goggmg(0 tls graie,5 9 tls m��) no= WA mcnes
� Flrnv�epm ai�ocai Oepressom m�il�Gogging(0 cts grate 59 cfs curb) n„- N�A mcM1es
Resulling Gu�ter Flow Dept�OWsitle of Local�epression tl,,.,,o= N/A inc�es
Remllina Gutter Flow Deo�h for Curb Ooen�nq Inle�Ca0ac-N-n a Sump �
9oqyinqCo?Hiri�ni�rnl,ililLoleUnlls �ricf= 125
� Giogg gFac�o lo P1 ppi Umis Ci�y- 0.06
C b W G t O f
H �. ._aqaii vD_or.:. un u .i.i_amna �cKan�e r .-rsoum . - t95 n-n�.s
�cn,v:oen�h a i copro�s�on i ao ���r��,:� � �c�s_vroi ��..- a o1 ,,c �i
� �6 _..C f � in . . ..--_ ...
n Il.a I I 'rtcni,�i iJ II
�ltna�L .. .�., v C Qnq�]- 1 � .•clscmbi . - 3Jo i�e
ResultingGW�erFlowOep�M1OWsitleofLocal�eprasslon d,.�,,,�= 1.0]incM1es �II
, Resvltant SVeet Contl�tions
Totaii iet Lengin L= 1�D feei
. .i ra � .-. "___ _ _ - .
. . _ .�. �.. ., . .� . , i.�:u, , .,p
IResul�ant Gafler Flow peotM1 I�asa�on sM1eel 0-a�low qeomelrvi 1= 1 p� Inrnns II
' IlResultan[SUee�Flow Spmad(based on sbeel O-Allow geometry) T= 0.8 tee� 'I�
ResWtanlFlowOep��atMarimumAl�owable5preaa a=�.�F�:;- O.OOinc�es
'
��
, UD-In1e4B2t MINOR.xIs,Inlel In Sump 5/t5/2006,5'10 PM
�
INLET IN A SUMP OR SAG LOCATION
� Project= St.Vrain
Inle[ID= 0P82P MINOR Storm Type R Inlet
� �F Lo1C) _.K
�— __ .._._._ �
, � H-Curb H-Verl - --------—
�W � \� ��
W P \, __--
� �
' -. — - -___ �_�
_ . � ��—�Lo lGl
Desl n In(ormatlon In ul
' Typeoflnlel Type=WOTTyyeftCUNOpening
Local Depression(ad0itional to conlinuous 9utler tlepression'a'�rom Q-AIIOW� a��= 3A0 Incnes
NumberoNmtiniels�GraleorCur�Opening) No= 2
Gratalnformalion
, LengN ol a Unit G2ie La(G)= N/A fee�
WidlholaUnilGrale We= NlAteel
Area Opening Ratio lor a Grale pypicai vaiues 0.16�0 90J q,�= N/N
Cloq9ing Factor lor a Sinqle Gate I�Ypical value 0 50) C�(G)= N/n
� G2leWei�GoeX2ien�Qypralvalue300) C„(G�= N/A
Grate On�ce CoeRimeni prymai value 0 ti]J Ce(G)= NIA
CurE Opening Information
LenB��of a Unit CuN Opening Lo(C)= 500 laet
� Height of Venical Cum Openmg�n Incnse HK,�= &00 Incnes
HeigMOlCuroOnfimTnmai�nincr�e= H,,,,,,�= S.BSincM1es
Angie of IDma�(see US�Cni Fgore Si-5� Tneia= 634 tlegreas
S�aewidlntorDepressonaan�rypmauyipeguvenvitlihoi2facp Wo= ?00Imt
� GloggingPacmrbra5inqieCumOpening(ryp¢aivaWe0J0) C��C)= 010
CueoOpeningWevCoeHioenlp�ryic�IvaWe230-0001 C„�q= 230
CurbOpeningO:niceCoethoeni(typi�Ivaiue05]I Co(C)= 0.6�
Resultino GULLer Flow�eotM1 for Grate Inlet Caoacitv in a Sumo
� Clog9ingCoeRmientlnrMWppieUnAs Coef= N/A
� CIo99in9Fac�or�orMulu�icUmis CIo9- N/A
Grate As a Weir
Flow Dept�a��ncal0comcoon wi��oN Cloq�ing(0 c�s 9iaie,5�cK cwbl a„,= N/A mrnes
mi=aow usen�orco�nom.�oon ime�s onry ��,,,,,,= Niq incnes
� Flow Oep�n ai Locai Deprssion wnn Cioygin9(0 tls greie.5]cis cwb) d.,- N/A incf�es
rn��saowuseam�como�nanonimeisonry a�„r,= wn �ncnes
Grate As an Orifre
Fia�.v Depin ai Eocai Depre�s�on wunout Cio99ing(0 cis graie.5�tls cum� Oa= N/A inhies
� Fl¢aDep��a�Local Depresson wtl�Cloggmg(0 cfs gra�e.5]cfs curtp �q= NIA Inc�es
Resul�ing G Wter Flow Dep�M1 Outsitle of Local Depression tlw,.m= N!R incM1es
Resol(ina Gu�ter Flow�eplM1 for CurO Ooenina Inle�CapaciN in a Sumo
❑oqq.nq Cocnianm�v r.n;�,n�lc Wi�is Coef= 1 26
� �Clogg 9Facl o �I I�p rts Clog 006 �
C � a W G t �0 fca
�R Dri�at II �I ..-. tIo Clrv.�i, icr.�ir,5?cfsnw��! a., ]96inn�o.
� �
��F �.Lti'a i F �_ rt �� l�i,.G UU' � � ve o cswrLi J,,,= 3 8 mrl�os
� �� . .'_ . o J f nw - r
J .I�a L 1 � ��Ic-�r�i tl-,= l21 �e?c I
' ai , ., [ - .a3��urJ i , c �..,- s�8 . .
IRe5Wling Gutler Flow pepth ONsitla of Local Depression � d,.�,,,e= O.BB IncM1es II
� Res Ilan�5[e �C tlltions
Totaii iet Le gin L= IDD�eci
��Fesultant Gutle�Flow Oen�h lbasetl on sM1ee�O�Allow qzometryl 4= 0.9P inrFg.s
� Re5ultanl 5hee1 Flow Sprcatl�baseC on s�eet 0-Allow yeomeVy� 1_ p,g�ee� �
IIRa5ul�dnl Flow pep�M1 al Mdz�mum HIIOwdbIC SprPdO tl�vet � 0.00 in<h¢5 I
'
'�
' UD-InIe4B22 MINOR nls,Inlet In Sump 5/15/2006,5'09 PM
1
, Collection Capacity of Horizontal Orifice (Inlet Control)
'� Project: ST.VRAIN
Basin ID: TYPE C INLET DPB23
' ���T hox
°Pe��a opening area
' �
shuctun Perimeter �� perimeter
, � T� , � ��
Cuhrert _ Cuh�ert
Desian Information llnaut):
, Circular Opening: Diameter Dia. = ft.
OR
Rectangular Opening: Width W= 2.92 ft.
Height H = 2.92 k.
' Percentage of Open Area After Trash Rack Reduction 9'0 open = 75.00 %
Orifice Coefficient Co= 0.67
Weir Ccefficient Cw= 3.00
, Orifice Elevation Eo= 0.00 ft.
' Calculation of Collection Capacitv:
� Net Opening Area (after Trash Rack Reduction) A0= 6.39 sq. ft.
Perimeter as Weir Length Lw= 11.68 ft.
�n[erwar:ar s�r-race elevations in ascending ordrr.
� Water Weir Orifice Collection
Surface Flow Flow Capacity
Elevation cfs cfs cfs
� �
nr,ouU rouM t� ;..taut} (c���ur,
�� o.00 o.00 o.00 o.00
, 0.10 1.11 10.87 1.11
020 3.13 15.38 3.13
Q30 576 18.83 5J6
D 40 8.86 21.75 8.86
' 0.50 12.39 24.31 12.39
0.60 16.29 26.63 1629
0.70 20.52 28.77 20.52
t 0.80 25.07 30.75 25.07
0.84 2720 3t60 2720
� n on �o m zo a� o0 0? �
' 1.00 35.04 34.38 34.38
�
1�
UD-Detention FOR OS5 2 TYPE D INLETS.xIs, Horizontal Or 5/3l2006, 11:42 AM
'
� INLET IN A SUMP OR SAG LOCATION
' Prqec[= . SLVrsin �
Inlet 1�= DP844 MINOR Storm T R Inlet
. �Lo1C)---N ..
H-Curb�
' H-Vert . ---
��W
\WP � —�
�
W
� — _ '_—J-
��G1
Desl n Iniormalion In ul
� T}qe of Inle� Type=CDOT Type R CUN Opening
LocalDepression(aadilionallocontinuousguuer0epression'a'fmm'0-AiioW) a��= 3.OOinches
NumberofUnlllnleis(GraleorCur�OpeningJ No= 2
Grale Informatlon
' Lengih ol a Uni�Grate Lo(G)= NIA feel
witlth oi a Unit Grate W,= NIA tee�
Area Opening RaOo lora G2�e(lypical values 0.15-0.90� A�.�c= N�A
GloggingFac�orforaSinqleGate�typicdlvalue0.5�) C�(G)= N/A
� GrztaweirCoeRciem(ryplcalvalue3Do) G. (G)= N�A
GrateOrifceGoeilclem(rypicalvalue0.6�) Co(G)= NIA
Gurb Opening Information
Lengih oi a Unit Curo Opening Lo(q= 5.00 feel
' He;gla oNemcal Gorb Opening In inc�es H,,,,= 8.00 Inches
Hei9biofGo�00n�ceTM1ma�inlnc�es H��,o,�= 5.851nches
?ngle o�Thrpa�(sau US�GM Fgure Si5) T�ela' 634 degiees
Sidr Widin(or Dep�ession Pan(iypiralryNe guVerwitlin of 2 fmp Wp= 2 00 feei
�Iog9iny�aaorlora5ingleGUNOpemng�iypicalvalue0.1U� C�(G�= 010
� QimOpeningWeirCcelficienlrlvpic�Ivalim230300� C„(G�= 230
GuroOpeningOnnceCoemcient�lmira!eelucO.G]) Co!G1= 0.6]
R If G tt Fl D �M1 f G �e Inle�Ca '� ' 5
ClpggmgGoelM1cienl�orMUllipleUnn5 Coef' N/A
� GiogpmgFacmrlorMUViO�eUmts Ciog= NIA
• GraleAsaWel�
Fow Dspin ai Local Cepresson wLLhout Cmg9u�q�0 cfs y2ie,1 i P 9s euNl �„= N/A mches
'nuRuwUsealnrComomauonlnleisOrny q,,,,,,,= N/Amcpes
� F�mv DeO�n ai�nrai Depresson wim Gogginq(0 tls graie,�i�cfs cum) d�,= WA Incnes
inis RowUsed torCombinairon Inlats Only d„ � N/A Inc�os
Grale As an Otlfice
w D�µtM1 1 L cal DeOresmo � II � .Cloygina��qs ynte I I]cis cwU) tlo= N/A inclies
� Fiow DeO�n ai Local�epression wiin Clogoing(0 c(s gate.11 I cfc cum7 n„= NiA�inenes
ResullingGUUerFlowOept�OWSltleofLocalDepression tl,.�,��.= NlAinches
Resull G [� FI � tM1f C b0 n-n I I IC '1 ' 5
='uq�vuiCxffiaenibrhlulupl=Unns Con(= 125
� � p�Fa i I ul i�u s �io9- OA6 no
C b saW Grateasan0 f
�i �i�m i� .iDc�ressic .itGsiq�.no�l,.fc:�ra�c.t� '_iscvbi i,= a.za ��,
�.m ; ��.�� n. , i .- u J ,es ��
� an0 i s o t .. .
��� i �eoiaii�aio �ras=io u i i 9y� i �aie ii ,-U � = a9� nes
. .. � , :. �9 ..
IResul'nyGutle�FlowDepthOutsitleo(localDepression 4•.c.�o= JA] Inc�es
' Res Wtant SUeet ConEitiona
TotallmatLangth L= 10D(eet
T0131 Inla�In�?¢eplion CapaOG 1095�On Discltaq'R_Irpm QPQak I 11-/!fc
IIResW�an�Gutlar Flow Dept�IOasetl on sM1eet 0-Allow 9mmetry� �d= J<J Inc�es
, IlResunam5Vee�F�ow5preaC�baseoonsnoe�U�auowqeome�ry� i= 6.1tae� II
ResultaniFlow�apt�a�MaYmamAllowablaSpreaE dsms<o' OOOinches
'
' •
' UD-InIe4B24 MAJOR.xIs,Inlet In Sump B/y/2006,10:39 AM
' INLET IN A SUMP OR SAG LOCATION
' Project= SL Vraln �
Inlel ID= OP89 MINOR Storm Type ft Inlel
� .. 4_._—Lp(p) _y
_ -- _ _ .
' '� H Curb _ ___ - _
I H-Verl
— � W
\�\\ \ \��\��
t �� �. �___�l-
\_.__--__`o�G)
_� _, t
�esivn Information IlneuO
' Type al Inlet type=CDOT TYPe R Curp Opening
Local Deprassion(atltlitional to cononuous golter aepression'a'fmm'o-A�loW� a,pa= 3.W IncM1es
NumberoNnitinleis�Gra�eorCurpOpaning7 No= 3
Grate Inbrmation
� LengmotaUnitGrate Lo�G)= wAfeei
WiatnolaUnnGrate wo= N/Afeet
Nea Opening Ratio fora Gr21a��ypipal vaWes 0.15-0.80) A„„o= WH
Clogging Faciortora Singlc Grate(typiral value 0.50) Gr(G�= WN
� GrateWnirCoef0aenlpypicairaiue3D0) G„ (G)= N/N
GateOn6ceCoeKmieni�iypmaivaweO.E]) Co(G)= N/H
CurO Opening In(ormation
lengihofaUnitCu�Opening Lo(G)= SOOfeel
� Ne9N�:Va� IC �Op�nlrG I -M1es H = fi00 �f�s
H oll)f�^,ih0 ! TI.C�ti I �I �- H..
tgle of�n oai(s u�DLM F .oT-5) TI ela= b3 J Inarees
3dhJlf��• ��p �=5ionPa I." �d1�I�C+9u1 �pthn�21Ce11 ' �
Clogyin9 FaCor ior a 5�ngle Cum OOening(iyp��i�awe�iU� C,(C)= 0 10
� G bfle J .Mcem I e2� lG�il � f 1= _
`JPet J 'J�pe � I'�. .�i=
ResW[na GUIIm Flow�op�M1 for Grale Inlel Caoacilv in a Sumo
QaggingCoelOoentfoil.IwhpleUvU ..oct= �l,'�
� I �gi9Fa fo 1 u�ieU � .�]= n�a
� GaleAsaW .,.�. " .-
� Deun� � i i . i..�:,9y�n araiu.z:ci.mmi .1.,= i A m�i�c.
sR:�..._ I1 , mDmiu� n,�cGnl, I,e„ NA .:nes
� FI �epmaL I� �._�:o LJP�`JI��Js9rata.2lrtscurbl f.,= ! nes
TI Rn:� 1 C i i��.�uo I i i ly 1 N 1
Grale Fs an Orifw
F ..,uoin t L I�o[n.c.in �i' .�i(in99in� o,..i�rnaie,Z 1 cis curbi n�_ �u.H nvanu
� b��I]Fni� t L I D o �ss: I']J .1 f0 9 ai�.2 1 cls cvrbl , .�.. ��"��s
R s pingG Ue FI DepthO 1 tl fL al� pt sslon 4 WA Inches
Resvltinv Gu��er Flow D�Ih�or Q rb Ooeninp I Ie�Ga0�ciN In a Sumo
�i9'"ICrT rN.i•""v�p�ee ,>:��- 131
� �1 ,�P� I I ,� GIo9' �' ��
C b . t W G � O ( �
U. Iq3 I .d xrrc p '���.Vn. ^ "[n.11 •ti..i^1i ..•• ��
�� i ..n i I �.� . . 1 '1 �_ �
� � 3ii � 6 r cn n �u..i . - _
I� I /i �
IResulting Gu�ter Flow Oepth Ou�sde of Local Depression ��u„e' �00 incM1es
Resvllant Sheal LonCi�ions
� To�ai I�iel Le 9m .. . .. . . . L= 15 0 fro�
��Resultant Guver Flow Do0�h ibase0 on sM1e¢1 O-Allow yoome�ry� tl= �00 mrnec
IIResWtant SVeet Flow Spread ioasetl on sM1eet Q-allow geometryl T= 0.0 feet II
, Pesulhnl Flow DepU at Maximum Allowable Spreatl ��+�� 0.04 incM1es
'
�i
' UD-InIe489minorxls,Inle11n5ump BI142006,2A8PM
'
INLET ON A CONTINUOUS GRADE
' Project: S[.Vrain
Inkt ID: DPC1 Minor Storm rype R I I t
� � lo IC) —K
� ____.__- _.. _ ..
____
H-Curo
_' H-Vert _ --� ..——
�WO =_
Wp � � �
W �_.�
' ''
_ 4��o(G�
Dasi nlntormatlon In ul
' Type ol lnle� Type=CDOT Type R Cor�Opening
LOL3I�EO�QSSiOf1(aGCi�lonal�oron4nmos9utlertlepress�on'almm'OAIIOW) 2�pcel= 3.OIIICfI¢5
Tolal Numbefof Unlls In I�e Inlel(Grole orCor�Opening) No= 3
Lenqlh o(a SinB�e Unit Inlel(Gra�e or CurO Opening) l,= 5.00 ft
� Widlh o(a Unil Grdte(rannol be grea�er Ihen W hom Q�Allow) Wo= N/A fl
Clogging Faclor for a Single Umt Grate(typical mm.value=05) CrG= N/A
Qogginq Factor(or a Single Unit Cur�Opening(�ypical min.value=0.i) CrC= 0.10
Street H draulics Calculatetl. Ca aci OK- is less Ihan maximum allowable from shcet' -Allow'
1 �asignDischargaforHaMofSlree[�homa-Peak) p,= �,gp�{y
Waler5preatlWidlh T= 6.6f1
Water OapN al Rowllne(outsitle o(local tleprassioo) d= 5.1 Inches
Water Depth at Streel Crown(or at T���x) dcaowu= OD inc�es
' Ra�io of Gulter Plow m�esign Flow d Eo= 0.'/39
Discharge oulsltle Np Gulter Secllon W c netl in SecOon T, Q,= t 99 cls
Discnarga wnM1in me Guver Secoon W q,= 683 cis
DiscM1arge BeM1ind�he CuN Pace Oy.ck= 0.00 cis
� SVaet Flnw Arpa As= 1 02 sa I�
Street Ro�:Veluaiy V._ �.651ps
WaierDeplhforDesignContlioon ��oce�= 8-i Inches
Grate Analvsis ICalculatetll
� Total Length o(Inlet Grate Opaning �= p
� Ratio o(Gra�e Flowto Oesign Flow E��iE=
Under Na-0logging Contli[lon
P.tlnimumveboty'.vh?reGrate5pasM1-0ver?e9ins vo= (pt
� In�erception Rele ct Fmnlal Flow R�_
Im?rce0�ion Rale o(Sltle Flow p,=
IniercepoonGanaaty p,= KS
❑ntler Cloggin9 Cantlition
' Glogging Gcefticient(or Multrple-unn Graie miet GraleCoei=
Glogging Facior�or MWople-unu Gate!niet GrslaGlog=
Eflec�rve(uncinygea)Lenq�M1 of MUWp�eurni Grete iniet L,_ (�
Minimuin VelOOLy Wi'Iere G2�e 5pd5lljh!'/E2gin5 Vo= fp5
� � 1:iiiii F �rlr�.. P..
I � 2p��Oll RTI p($) FIOW R�
A t I I [erc pt C p iry p,= N/A<is
C OerFi pp -- F . � ' ��:. de= NIAds
� �C b Slotl tll 1 t0� nnA Iv C I laletll
� 1 � 'JI tl�n S = 0 2��t�l
� I ' �
Untler No-Qogqing Cantlition
� Elfec6ve Lengt�ol Curb Opening or Sloited Inls�(minimuin ol L L�) L= 15.00(�
ImerceplionCapecity Oi= �.33tl5
Under Clogging Cantllllon
I�CIa9<Jin�.i:Joet'�ic_i,'. ,:umCnFt- '�.31 II
� `a: =-v _ - u �it �� I�y- '.gl
ER e;Uncoaqed L aN I - ia3d `t
A t al Intem pt C paciry 0, L20 cfs
Garry-0verFlow=pe�ppre��o. ��= 0_41 c�s
Su�
� To�allnletlnterception Capaciry p= ]20 cfs I
To�allnlatCarry-0verFlow(flowbypasslnqlnlol� Oe- 0.40c(5 I
CapWraPe¢entage=0J0o= C%= 9d]%
'•
' UD-InIe4DCl.minor.xls,InletOnGrede 5/15/2006,SAOPM
1
INLET ON A CONTINUOUS GRADE
' Project-- SlVrain
Inlet ID: DPC2 Minor Stortn T pe R I let
� X—Lofc)- -�
r _�-T__ _
�_
H-Curb
H-Verl - — � --
\ \ WO
W
Wp \ � �
��
' � '��o(G� �
Dasi n In(ormation In ut
' Type o(Inlei Type=CDOT Type R Curt Opening
Laral DeOression(aeai�ionai io continuousgune�tlepression'a'�mm'p-nimw) aia.i= 3A Inches
Tolal Number of Unils in ihe Inlel(Grdte or Cmb Opening) No= 3
Len9tM1 of a Single Uni�Inlel(Gate or Curt Opening) Lo= S.W fl
� WitliM1 ot a Unit Grate(cannot be greatarNan W irom O�Allow) Wo= N/q fl
Clogging Fector(ora Single Unit G2ta(tyyical mm.vaWa=0.5) CrG= WA
Clogging Facla lor a Single Unit CuN Openin8 OWical min.value=0.1) C�C= 0.t0
Straet Hvtlraulics ICalcula[etll C Itv OK�Q' I Ih II bl h h ['Q All
, Design�ischargeforHaRo(Street�from0-Peak) Q,= Z90cfs
WalerSpreatlWitlih T- �sy��
Waler DepN at Flowline(owsitle oi local depression) tl= 39 IncM1es
Watar DeptM1 a151reet Cmwn(or at Tµp�7 d�
R0wN' OOmCM1Cs
' Ralio o(Guver Flow m Dasign Flow Eo= 0,4fi5
Dlscharge oWside the Guver Secuon W.rametl in Senion i, Q= a 23 cfs
�Ischarge wiihin t�e Gwier Sac�ion W Q„= 3.6�cfs
DiscFiarge Behintl�.6e Curb Face Oa.ce= 0 00 cfs
' Slrec�Flrnv Area A,- t 5(1 54 p
Streei Flrn�Ve�or,ip� 526 fps
WaterDepihfoe0rsignContli�ion d�� - 691nches
Grote AnaNs s ICalcuta[e01
� Tolal Leng�M1 o�Inlel Grate Openmg � - p
� Retlo ot Grate Flow to Design Flow �a,r -
Untler No-Clogging Contli[ion
Mlnimurn Velouiy Wnera Graie5pasn-Over 3egins _ ���s
� !merrepoon Rate d Fmn�al Row H�_
mtamepeon Raie ol Sltle Flow q=
Intomep�ion CaOanly p= ��y
Untle�Clogging Contlitlon
� Cloggrng CoeHician�for Multiple��unii Graie Inlet GraleCoe�_
�logging Fanor br MWapiewmt Gato Inlei GrateClog=
Nloc�ive(uncloggetl)Leng��o(Mvltiple.ini�Grate Inl?i �,= p
.dtrimumVe�ocayWM1oreGrat?SpasROvergegins Vo= Ips
� i V i i z, �� -
I ( �p� nR �EJ(Stl ROw q�
A 1 I I [er pt C p c ty 0.- NIA cfs
�CarryOver R Q Q o U Gi ' y c F �e.�.,� +�� Oe NIA cfs
GorG or Slott tl I I f Opanlno A Ib - ICala 1 � df ��
� �EI -Fnt5 P s=fona � o�.eq __- 110601Lu �
I �'. n
Untler No-Clogging Contlltion
EHec�we Leng�h o(Gurp Opening or Sloitetl Inlei�mimmum oi L,Lr) l= 1Sa0 4
� IN¢aep�ion Capa[i�y q= 822 c�s
❑ntler Cloqyin9 Condition
��[Ic]0 na l:o?�ho��I _urL':ccl- I 31
i a�9 Fa�t i .ic��r .� i.,G '�� �c �_ce::irie: _ .a= . . . �� ��
� Bf i-_Nr i a ca� gtn L = i�34 !t
A t al Intercepbon Capacity 0 = 6 00 c(s
Carry�Over Flow=pp�can.ai-0, Qe= 1 8] c(s �
Su�
, Total Inlet Interception CaOaciN p= 6 Od c(s
ToUI Inle�Carry�Over Flow�flow bypassing inle[� Oo' 1.86 cfs
Cap�are Percentnge=pJ�,= C°G= ]6.d%
' •
' UD-InIe6DG2.minorxis,Inlet On Gratle 5115/2006,5:19 PM
1
INLET ON A CONTINUOUS GRADE
� Project: St.Vrein
Inlet 10: OPC9 Minor Storm Type R Inlet
• a—�olc)-.___r
T—
H-Curb '� '�—
t _ WP H.Vert �� Wo — —
\\ti �
W �_
, .—�Lo(G)
Dasian Information Ilnoutl
' Type ol Inlet Type=C�OT Type R CuN Opening
LocalDepression�atltli�ionaimcominuovsgonereeDiession'Ttmm�p-nUow� a�aq�= 3Dinc�es
Total Number o(Untis in�he Inlel(Grale or Curb Opening) No= 3
LengtM1 of a Singla Unil Inlel(Grete or Curb OpaninB) �= 6.00 it
t Witlih o�a Unit Grale(cannot be greater tM1an W kom Q-Allow) Wo= N/A tt
Clogging Factor for a Single Unit Grate(tyyical min.value=0.5) C�-G= NIA
Clogging Factor�or a Single Unit Cvrb Opening(lypical min.value=0.1) CrC= 0.10
St tHytl I' IC 1 I t d1 C 'NOK�OI 1 th II bl f h t'�-All
� Oesign Discharge tor Half of SVeet((rom Q-Peak) �o= 5.60 c(s
WalerSpreadWldlh T= S.fitl
Weler DeplM1 ai Flowllnc(oWsitle ol lowl depression) 4= 4]Inc�es
water Depth et Sireet Crown(or at T�.wx) dcaowrv= a 0 IncM1as
' fta�ioo(GvuerFlowtoDes�gnFlow Ee= 0810
DiseM1arge owsitle irye Gmter Sacoon W.cavied in Section T, O,= LOB c(s
pischarge wi�F.�m Pie Guvor5ection W 0„= 4.Sd r,is
Discnarge Behintl tM1e Curb Face Qa.cx= ��W r,ts
� SVeet Flow Arcre As= OJ9 s4�t
Sbeet Flow Veloa�y V,_ �09 fps
WaierDepPilor�esignConpmon d�ec,i= ]]Inches
Grate AnaNsis ICalcula[eEl
� TrnalLangihoflnla�GrateOpecing L- 0
� Ratio ol Grate Flaw to Design Flow E�p,.E=
❑ntler No-Clogging Contlition
AOnimumVelociryWl�ereGateSpasM1�OverBegins Vo= lµs
� Inle¢epl�on Rate ul Fmnlal Frp�a R�_
Interception Rate o(Sltle Flow R,_
�nterceptionCaOaoty Q,= �is
Untler Clogging Condition
� Clogging Coeflicient for Muliiple-unit Graie Inla� GraleCoe(_
Cloggmg Famor lor MWople-unr.Graie Inle� GrateClog=
Etlecnve�unciaggetll Lenglb ol Muliiple-untt Graio Inlci l,= li
I.LnimumvelocrtvW��ereGraieSpasRberBegins Va= fos
� InierceVuon Ram a Gmivai Flom F`'
Interception Raie nf S�de Flow R,_
f¢Nallntercepllon Capaclry O,- N/A cfs
C YO F 0 a ' y 1 0 NA i
� �(' b $IOtttlII (O in�F h ICICuILtlI
6a i �ai p t a or q t � 0 o'a fpn ��
P � 1. : � rn _ �i
❑ntler No-CIo99�^9 Contlition
� Effec�ive LengN of Cueb Opening or Slottetl Inlet(minimum o(L,L.) L= 1500 fl
Intemep�ionCapacry q= 5.81 cis
Under Ciogging Contlition
��IeggingCoeY�nert ��mC a- i a�,
� aP�.t I a-�ri ..,. o _ t r'�rnct ., ,3` :.Ja
� li n ia�Un l n C L ngic 4= u 3n o
Nc� al In[ertep[ C paciry 4,= 5.58 cfs
�Carry-0vet Flow=pemenre�0, Oe= 0.02 cfs
$Ummaly
' Totallnletinterception Capaciry 0= 5.56 cfs
Tolal Inlet Garry-Over Flow�flow bypassing inlet� Oe= 0 04 cts
CapturaPercenlage=0J0,= C°G= 99]°/.
' �
, UD-In1e4DC9.miwr xls,Inle�On Grade 5/15/2006,5:31 PM
1
INLET ON A CONTINUOUS GRADE
' Projece St.Vrein
Inlet ID: DPC15 MINOR STORM
� 4 Lo lCl >
� H-Curb
��, H-Vert , _ -�-- --- .—.
— \ \ Wo
\�, �
Wp - �
W '_=�
� . —.-�— Lo(G)� _ _.
Desiqn Informa[ion Ilnou[I
' Type of Inlet i�e=GOOT Type R Gurb Openinq
Local Depression(adtlNonal m cominuous guner aepresson'a'Gom'O�AuoW� 3.0 inches
Total Num�er o!Units In Ne Inlel(Gate or Curb Opening) a Na= 3
Length o(a Sin91e Unil Inlet(Gate a CurU Opening) l.o= 5.00!t
� Witlt�ot a Unit Grata(cannot be grealer ihan W imm O-Allow) Wo= N/A�
Clogging Faqor/or a Single Unil G21e(typical min.value=0.5) C�G= NIA
Clogging Faqor iw a Single Unit Cwb Openinq pypical min.value=0.1) CrC= 0.10
Sheel H tlraulics Calculate�. Ca aci OK- is less than maximum allowable/rom sheet' -Allow'
' DesIB�0lschargaforMaltofStreet�from0-Peak) �o= 1.]Otls
WaterSpreatlWitlth T= 4dit
Water Depth al Flowlina(outsitle ot Iwal depression) d= 35 inc�es
Water Depth e�Svee�Cmwn(or a�T�,,,) tic�avry= � 0.0 Inches
� Ra�ioofGuverFlowm�esignFlow Eo= 0.922
Dlsci�arge owside ine Gwter Seciion W,cdmed rn Section 1. Q,= 021 cfs
pischargewitM1iniFeGunerSoctionW Q,.= 249cfs
Dlscharge Behind ihe Gurb Face Qar«= OAO cfs
' S�ree1 Flow A�ee ,4F- 0 45 sq l�
Sre?lFiowVeloaty V,= 6D5lps
WaterOepihlor0esignCondiGon tl��x�= 6.51nc�es
Gra[e AnaNsis ICalculatedl
' Total Length o(Inlet Grate Openinq L= h
� Ralio ot Grale Row lo Design Flow Es�w,.E_
Untler No-0logging Contli[ion
Mlnnmm�Velocity\NhereGateSpash�Over9egins Vp= ips
� Intcceplion R31e olFrcnlal Flow R�-
Inm¢epiion Rate o!Slde Flow R,=
IntercepUunGapacily Q= cfs
Untler Clogging Condition
� Clogging Coa(Gnent lor Multipl�unil Grate Inlet Gra�eCoe(_
Gloyging Faaor lor MN�ipi�unn Graie inlei GrateClog=
Eiter.ibe(uncloggad)Leng�M1 o!Mullipleunit Grate inie� !t
�Minimum vebcity W1iem G�aie Spash-Over Begms Vo= fps
� �.nieru,puon RaieJ l�oe�ai rlory Rr=
i
.��e�nro�a i. �sa ciow R.
Incwa�inrec pt C paciry o,=
Carry Over Flo � � 'o G4 � 2 C rg sr izxi J_���.<L oe= NIA cfs
� �r n siorcaii �oe �a i ci� i �ai � �
��La le��i ci {, tas y o a a� o,= t111o5 Icr� �
� _' - tli � O.aBY I
I Untler No-Cloqqin9 Condition
' Eltective Length of Curb Opening or Slovetl Inle�(minimum ot L,L.) L= 10.6]ft
InterwptionCapaciry R= 2.]1 c(s
Untler Clagging Conditlon
I�Ciw4ingCo?rfinoe �uroCcel= i.a1 ��
_._
� . inJ�-3 tr I .w_� t(..rr.G"* y �.,u.i_. _ L J 004
Ife ti�efU I oq d�L �qn L = �ae�ft
Act Iinte pto Capaciry � _ ].]1 cis
Carry-0verFlow=Oeca=E-0, a,= o.00�fs �
' � <
TotallnletlnterceptionCapaciry Q= 1.11cfs
Total Inlet Carry-Over Flow�flow bypassmg Inlep Os= -0.01 ch
CapNrePercantage=pJ�e= C%= t00.0Y.
� •
' UD-InIet-DPCI5.MINOR xls,Inlet On Gratle 5/15I2006,5-.32 PM
� INLET ON A CONTINUOUS GRADE
, GrojecC SL Vrain
Inlet ID: DPC3 MINOR Storm TyDe R Inlet
� ,�-...__lo(C)�
______ __
, H-Curb � H-Verl -��o -� —
WP � � ��� \�.� �—_
W \ >-�
' _ —��---Lo1G) � '
Desion Information Ilnoutl
' Type o�Inlet iyye=CDOT Type R Curb Opening
Local Depression�addumnal w wminuous gunerEepressron'a Imm'0-n�mW) a��w= 3A Incbes
Total Number ot llnits in Ne Inlet(Grale or CorO Opening) No= 4
Leng�h oi a Single Unit Inlet(Grale or Curb Opening) Lo= SD�ft
' Wltl�h o(a Unit G2te(canno�be greater Ihan W fmm Q-Allow) Wo= N/A ft
Qogging Factor for a Single Unit Grate pypical min.vaWe=0.5) GG= N/A
Qogging Factor fw a Single Unit CuN Opening(typiul min.valoe=0.1) CrC= �.10
Skeet Hvtlraulics ICalcula[etll CaoaciN OK-O ls less than maximum allowable from sheel'Q-Allow'
� DaslgnDischargefarHal(o(SVee[�fromQ-Peak) �,= 130cfs
WaterSpreatlWidtM1 T= 10.1fl
Water Dep�h at Flowlina(outsitle ot Iocal aepressionJ d= � � 44 inches
WaterDepihat5treetCmwn(oraiT�,axl ticeowrv= O.oincnes
� RafiooiGulterFlowm�esignRow Ea= OBOS
Uistliarge oWsitle rhe Gm�er Secnon W,carriatl In Secvon T, �,.= 2.Bt3 c1s
Disctiarya�vitM1in iM1e Guuer5eciion W �.= 442 cfs
Discharge9ehtntliM1eCurbFace �arcx= OOOcfs
� SVeetFlowArea As- 1_105qit
Simm Row Veioary V,= e20 Ips
WaterOepiM1forDesignContlmon tl�aw= ]AlncM1ns
Grate AnaNsis ICalculateal
' To�al Lenglh o(Inlet Grate Openiny L= ft
� Ratio ot Grate Flow m�esi9n Flow E�aa.e=
Untler No-Clagging Contlition
M�inim�mVeloaty4VhnmGrninSpzsn-Ov?r8ey+ns Vo= (Ps
� mterceF��ion Pate ot Fmda;Ro�.v R�_
m�ercepnon Ra�e oi Siao Fiow R=
;ntercepuonCapanty 4��= cis
Untler Clogging Cantlition
� Clogging Coe(fcien�(or MURiplewnit Grate Inle� GrateCoe(_
Cloggioa Fa-wr�or Mwr,yiewmt Gaie inie� OraieClog=
EflecWe(uncloagetl)LenglhofA4ulU01e-unJG2ielnlet L,= f�
MmrmumVebciryWl�ereGra�eSpasn-O�erBegins = fps
� � i:-�toai t �eiAc:r �z -
i iecep�ionR t I5�_Fluw R.-
IACt Ilnte pt l. Vaclty �.= N/Ac�s
C ry-0 FI 0 Q F � �'�T 0 = NIA c�s
� C b _Itttlllt0 InA Iv ICI IaJ
� J ai ni i � o,� 5,= �iasi tui
F ,a ae n
Untler NOLlogging Conditlon
EKective LengN ol Curb Opening ar Slauea Iniei(mmimum o�L Lr) L- 20.00❑
' Intercep�ionCapaciiy Q�,= ]28c1s
Untler Clo9ginq Condicon
���I-wainaC e0oeni � oCoei= �J3
� :���F. t t i-,-� _Ver ry , _ t �, nisi � Lu,'+g- J OJ �
E(Pttve(Un I �� r1 �m L = 1934(I
ACWaIIn�ece0�o CaOaclry � _ ���<«s I
Wrry-Over Flow=On�p re-�. Qs= O.Ofi cfs �
5�
' Totallnlatlnterception Capaclry �_ ���<�s
Total Inlat Ca�ry-Over Flow(flow bypasvng inlet) �e= a.06 cfs
CaPWrePercenG9e=�JQo= CS= 992•/.
'•
' UD-InIeFDPC3.MINOR.x15,Inlet On Gratle 5/15I2006,5�38 PM
'
�NLET IN A SUMP OR SAG LOCATION
, Project= St.Vrain
Inlet ID= DPC4 MINOR STORM
• �—L°(C)—X
' �-Curb .' _\` —______—_— —
H-Verl
� � W
WP � ��
' �W ��—
•.�Lo(Gl -_— �
Oeslan In/armallon IlnouO
' Type o�Inlet Type=CDOT Type R Curb Opening
Local�epression(atlditional�owntinuousguver0apression'a'fmm'QAlIoW7 a�,y= 3DOInc�es
NvmperoNnillnle�s�GraleorCur�Opening) No= 2
Gnte Informalion
' Lengih of a Unit Grale Le(G)= NlA faet
Witl(M1o(aUnitGrale We= NIA�pEI
rea Opening Ratio lor a Gra�e(typical values 0.15-0.807 A„6,= N/A
Clogging Faclorbr a Single Gate(tyqical value 050) C�(G)= N/A
' Gra�e Weir CoefOaent�typical vaWe 3D0) C„ (G)= N/A
GateOnficeGOefficient(rypiwlvalueObJ� Co(G)= N/A
Curb Opening Information
Len9t�oiaUnitCvr�Opening L��C)= 5.Wteel
� HeigMONen�calGurbOpeninglnlnches H,��= B.W Inches
Helgnt ot Curo OnLre Toeoat�in incnes Ha,e,�= 5 B5 IncM1es
Angle of Throat(sae USDGM Fgure ST-57 TM1eta= fi34 tleq�eos
SltlewitliM1foe�eprpssionPan(lypicallytOegW�erwiOViof2feel) Wo= 200faet
� CloqgingFaaorioraSinglaCurbOpeningpypi�Ivalue0.10) GIC)= 0.10
Gur00peningwe�rCoeiLoent(tyoiralvalue230300) C„(C)= 2.30
Gurb Opemng Onfire Coaffioent(rypmai�raiue 0 6l) Ca(G)= Ob]
Resulting GuHer Flow DeotM1 br Grate Inlet Caoa<iN in a Suma
� Qagging GoeKibem lor MWtiO�e Units Coe(= N/A
Qog9�ngFaclorlorMulepleUnns Glog= N/A
• Grate As a Weir
Row Depi�ai Locai�epressiun vnt�out Clogging��cis 9aie,ID�tls cuml 0.„= N/H mcnes
ThisRowUseObrCombinationinietsOnry a�,,.�,,,= N/A�mcnes
� Flow DepN ai Local Oepresson wil�Clogging(0 c�s g2�e.10 4 cis cur�l �.,,= NIA IncM1es
m�s Ro��u�a m�co��m��aao�ime�s o�ry a�,,,��= r�in���cnes
Grate As an Orifce
How Depi�al Local Depression wi��out Clogging(0 cls grale.10 4 c�s curo) dv= NIA inrpas
� Plow Deptli at Locai�epression wiVi Gogging(0 cfs grd�e,t0A cfs cuN) ao,= NIA�ncnes
Resulting GuVer Flow Deplh OutsiGe of Local�epression tl,-�.,�.= NIA inc�es
Resultine GNter Flow�epN foi Curb Ooeninq INet CaoaciN in a Sumo
GiopqioaCoelfi�inmloir.tW:�W?Un�us Ccef= 125
� GloqgngFacto fo i uOieW ts Giog= 0-08 �
L basaW G � �O f
Fla�mDpp��e� �r I� t. . .ii �..�M10 t..I..qamG �)s�c;lr_10-i '�!.r_� �. _ �.fi5lnchnti
Fiaw 0=�in i i[' ssw.wim Ciogging�a is�nia :o a rfc uro� 0„.= 5 83 mcnes ���
� C 0 n _� 0 t . .
IFI t I h
1� iL�t.m i p .. , il t,�4b'9�G i 9 te 1 aos ._� _- 4�e Le=
ResW�ingGUVerFlowDeptM1OufsttleotLocalOepresslon d..cwe= 2.B3inches �
, nt st et cone oons
esu�a Leng�� L= 100fee1
Tolallnl.. _ .- r-..�._.. .-:�.. - -i .
�Resultant GULLer Fow�e�tM1 ipmsetl on sM1eet 0-Allow oeometrv� ,�= p ry,i,. ��
, IResultantSVeetFlowSpreatl�basetlonsM1eetQ-Allowgeometry) — }= Sqfeet
�RasWtanlFlowDep�M1atMaxlmumAllowabla5preatl d�q�,o= O.OOlncbas
'
, •
, UD-InIebDPC4.MINOR xls,Inlet In Sump 5115I2006,533 PM
'
INLET IN A SUMP OR SAG LOCATION
' Project= SLVrain
Inlet ID= DPC74 Minor STORM
• �� Lo(C) --X
, H-Curb _ . _ ..__ —
H-Vert _��Q
W
W Wp �\ � '
��
' � � } �_�- —�
' Deslan Info�matlon Ilnoutl
Type a�Inlet Type=CDOT type R Curb Opening
LOC21Depression(a��ilionallocontinuousgullardepression'a'(rom'O-AIIOW) a�y= 300incM1es
Number nf Uni�Inle.is(Gra�e or Cur�Opening) No= 3
Grate In(ormation
� LenglhofatlnllGrale LofG7= N/Alect
wialho(aUnllGrate Wa= N/Aleel
AreaOpeningRatioforaG2ta(rypiqlvalues0_15�0.90) q,we= N/A
Clog9ing Factorfora Single Grdle pyplcal value 0.50) G�(G)= N/H
� Gra�eWeirGoe(fcien1�typicaivaWe3.00) C„. (G)= N/A
GraieOnlceCoafficient(rypi�alvalue06)) Ce(G)= N/A
Curb Opening Informa�ion
LengtM1o(aUnitCur�Openmq L„(C7= s.001ee�
' Heignt of vetlical Gum Opening In Inches H,r= 600 inchas
HeigM1�o�CuroOnhce'M1meUnlnGies H�.,,oy= S.BSindias
4ngleofTTma�(seeU5�CMFgure5T-5J T�eia= fi34 tlngrees
SiOe W I4�M1 for0epression Pan Qypicalty Ihe gulle�widlh d 2teep = 200+oe[
� Cloaging Facvor(or a Single CurO Opening(ryplcal value 0 10) C�(CI= 0.10
CurGODenrngmievCoeKioem�q�picaivalue23o-3oa� G,(q= 230
CurbOpernngOnOceGoeffmren��typicalvaWeOfi)� Go1G1= 0.8�
Resullinq Gutter Flow Deol�for Grale Inlel CaoaciN in a Sumo
� GioggingCoeKcienifo�hlWiipleUnies Gcef= N/A
� Clofl9in9Facto�lorMUlliPleUnils Clog= N/A
Grate As a Wetr
Ro�iOeplPatLocdlDepressionwitM1outClaoging(Oc(sgrete.».6ciscur�� q„= WAIncM1es
� TnisRoviUsediorGombina��oninle�sOnry n.,,p,,,,' N/Amcnes
Flow�epN ai Local Depression wnl�Qogging(0 cfs gate.10 8 c�s curp) tl„,= N/A IncM1es
This RowUsea tor Combmauon m�ets Oniy tl�„ea= N/A incnes
Gram As an Orifce
' Flow Dept�al Local�epression wil�oul Qogging(0 cfs B��e,10 8 cts cur0) dq- N/A mcnes
Flow Depin at Lo�l Depression wi�h Clogging(0 cts gra�e,ID ti ds coNl Oo=' WA IncM1es
RosultingGWterFlowDepihOvisitleofLocalOepression tl,.,.,,e- NlAincbez
ResW�ina GWter Flow Deo�M1 Por Cutb OpeNnq Inlel CapaclN in a Sumo
� ,uC _�:�d��Ci Gn�s J.,�. .,3i
Glogq gracio ic ft tpleU�ls Clog- OOd �
CbsaW Gt no �
�.., < ian o Inr , i. „� __
�li� iceln i r_i orrssi n R..Ina�rq�nrls� nte i05cis� LI 1„= 3 r .�,
� �G e ano f G � as o f
�F LI t I�uuin �.L . L�� ]
R C piM1 t ID 0 ssio �M1CWaqno(� f aa�e.lf,6c� rm 0,- i 2 hes
ResW�ing Gu�ter Flow Oep�M1 Ou�side of Local Depression tl..c.m= 2.6]in[bes I
, Resultant SVeet Contl i'ons
T i I. lei L nqtM1 L= 1 �f�ef
_� t . .�. .. . �. . . _
� �R Ilant Street Flow Spreatl(�a J s�eet 0-Allow geometry) T P 0 feat��
R tlanl FI pep�M1 al Ma Allo able Spreatl tl��Eso 0 00 ches II
'
'•
' UD-InIe4DPC1A.MINOR.xIs.Inlel In Sump 5/26I2006,939 AM
, INLET IN A SUMP OR SAG LOCATION
' Prqxt= SLVrafn �
Inlet ID= OPCB MINOR STORM
� � — Lo1C1 �__s .. .
, \ H-Curb _— __ —.. -�. _�- �
H-Vert �
� Wo
� \W �\. �
W P �
\
\ �
' —�. __ __.--"�o lGl
oesien Information Ilnoup
' Tvpg o(Inlet iy0e=C�OT Type R Gurb Opening
Locai Oepression�a00i�ional io wntinuous gouer depression'a'�mm'o-Allow') ap,.a= 3.W Inches
Num�eroNnillnleis(GrateorGur00pening) No= 2
Grate Information
� LenglM1ofaUnitG2te Lo(G)= N/Ateel
WidIM1 ofa Unit G2ta wo= NIA leet
AreaOpeningRalio�oraGale(Iypialvalue50.io-090) N,.�= NIH
GoggingFactorforaS�inpieGrats�typicalvaWe05�) C�(G)= NIN
� Graie WeirCoeifciem pypical value 3D0) G„ (G)= NIA
G�aleOdOcaCoet�cienl((ypicalvalue0b)) Co(G)= N/A
Curb Opening Intormation
LengU�olaUnitCurbOpening Lo1G)= 5�0(eei
� neignioNemcalCurbOpaningmmcM1es H,�,= 600incM1es
HeiqM of Curb OriM1ce IDrcat In mcnes H,�,o„= 595 incnes
4n51eofTbmal(se?USOCIdFigureST5� IDe4�= 6360egrae5
SitleWi�Intor�eprassionPan�rypicaltynieguileevm01hof2teet) wp= 2O01ee1
Clo9ging Facmriora Slnyle Guro Opening(ry0�cal value 0.10) C��GJ= 0.10
� CurtOFe� � C cR..ei� t p I �Iue230-3O01 �..„iC)- 23U
LeroOpen g0 f � -0rme yp Ivalueofi]) Go1G)= 0_G]
Resull na Gul�e�Flow Oep��for Grate Inlet Caoaci�v in a Sumo
QogaingCoeXicienttorMUllipleUnL� Coet= N/N
� Clogging FacbrlorMUlLple Uni�s Glog= NIA
• Grate As a Weir
Ro.vDep��aiLocalDepmsson.MlnoNQoqqing�Ocfsg2�e.lLc�scurt) tl„= N/Ainc�es
IDis Row Usetl forCom�iaa�ioc Inie�s Only ��,.�,,,= NIA mc�e_c
� Row�apih ai Loral Depresson wn�Clog9ing(0 cfs gra�e,12 cfs cur�� d,.= NIA InchPs
mis Row usea rorcombinanon miets oniy a�„e�= N/A mcnes
Grate As an Orifce
Flow DnpiM1 at Lorai�epression wtlnow Giogging(0 cfs B��s,12 cfs wro) do= N/A inciies
� Fiow Deptn al Lo�ai DeO�ession wim Gogginp��cis g2te.12 cfs curt) tl„= NIA mcnes
Resulting Gutler Flow�eptM1 OWsitle of LocalOepression tl,,;, N/A IncM1es
ResulfnoGutWrFlowDeoOforCurbOoeninelnletCaoaciNina5umo • I
Glnoau�aGueifcicmiormue-oieUnds �o=i= 125
� �Gio9yingFacio fo N u�ieU t G�og= 006
��C UasaWa 6 � O �
Flo �❑?ptF. t I f i -� C...�P rq l0�f qrate.12 fs cuNl ^ = G 31 rrM1r-_,
��R�.�Dep�M1 �i I o,al p � �r w i..lo9g ng(0 rfs gra�e.4 tls cuAl tl„,= 654 ncM1es �
� � 'nL t 5 O � �_ . . ts �
IH . �n I o 12�c�,�..., .� -
� .JeF�M1a � .. i i �n�y�� s�rttel2cfsnrM1l 0„= Sdi - � �
Rasulting GuVar Flow DepiM1 Outsitle of Local�ep�ession d,.c�,e= 3.50 incM1es
' Resultant Street Contlitions
To�al inlei LengN 10 0�eei
.. . ... . _... c..,. , ..
�Resullant G itlar Flow�eo�M1 based on shee�0 dll _ mo�rv1 -
' IIResullant Sbee�Flow Spreatl(ba5e0 on s�ee�0-Allow�geome[ry� T= dA fee�
Rasul�ant Flow�epth a�Mazimuni Allowa�le Spread dsresoo= 0.00 inches
�
�•
' 11D-IniebDPCe.MAJOftxls,InletlnSump 6/5I2006,t0.iBAM
tINLET IN A SUMP OR SAG LOCATION
' Prolect= . . . SLVrain . . . . . ... .. .
Inlet ID= OPC70 Minor Storm Type R Inlet
•=- _ Lo(C)_—._�
� __._ -__. — . . _ -___ .__—
H-Curb I �..._ .
I H-Vert
— _ ._
�E
� �W ,_ '_ _�
� ��� ��
, -
-
� � ----=_�
-- -
\ �_ —�o�a�
Desiqn Information Ilnoutl
, Type o(iniet Tipe CDOT Type R Cur�Opening
� �io�pr U� i_nai � us '�uuP � o _so�'a'o- � _ .i„n „ - 'irr i.. .i..:
..,,�:� i i i , i.�_ � _. �. -
Grate Information
' Lenglh of a Unit Grate Lp IG)= N/A leel
Wi010otaUnitGrate Wo= N/A(eet
AreaOpemngRa�iobraG2le(iep¢alvalue5015-090� A„�p= N/A
Clogging Faclotlor a Singl5 G21a(�ypical value 0.50) Gr(G)= N/A
� Grd�eWeirGoefficient(typicalvalue30�) C„.[G)= N/A
G2te Onfice CoeRiGenl(ty0�cal value�8)� Co(G)= NIA
Gurb Opening Intormatlon
Lengt�ofaUnRCuroOpening L�(C)= SOOfeel
� He�gM1t ofVenical Gurb Oponing In�ncM1es H,,,,= fl00'mches
HalgM1t of CUN Ofifice Thmai in incnes HN,o,�= 5 95 Inches
AngleofiM1ma���eeUSIJGPAFyureST51 Tbela= 634Jegrees
Sitle W i0U for Depressron Fan V1W��lv llre�unei vuti��of 21ee�) Wp= 200�ea�
� Giogging Facb N a S gl C rt Op ng rypicai vaiue 0.10) C (C) 0 10
GurD OOen g h Co K �er t ny(ca� i 2?03�Ol G„(C) 2 30
.;wpOpengOrf,eCoflr li{ . I,e0F�1 Co(C) Ofi�
Re5WC oG�VerFlowOeotM1�or6ralelnletCaoaciNina5umo
� CloggingCoetiicientlormlulbpieUmis Gcef= N/A
IoggingFaclorfo MuiopieU is Clog= N/A
• Gra�e As a Wei�
low Depth-�L I Deprassio il i Go]9in� �:Cs qn�e.5b tls mro) dw= WA mcM1es
ThisRcwUsealorGomomaoonimmsOnp� tl�„e,,,= N/Alnches
� Flow�epih a�Lowl Depression wi�M1 Qoyying�0 cfs 9��e,6 5 cis wt0) 0.„,= N/A InchEs
TM1is Row Usetl(or Gonibmanon inleis Oniy tla,�= N/A IncM1es
Gra�e As an Orifice
Row Oep�h al Local Depresson wiNovl Glogging��cLs galn,5.5 cls mib) tla= N/A inc�es
� Flow pepiM1 a�Lo�'al Depresvon�.nin Goyging��r.ls qmte 55 c(s cuN7 tl�,= NIA incM1es
Resulting Guper Flow DepiM1 OWsiGe of Local�epression tl..�.„.= NIA inches
R If G ❑ FI O ��f C o O I let Ca -� ' 5
CIo9pinqCoehiaentlorM1lullloleUni�z Coe1= 125
� �Gogg�nqPa t r(orPa ppieU t G�og= 009 �
C b sa'N Gat san0 f
�FlnwL?oN IL:c�1�.0≤≤<' � , �o_.Cl�pqin� (sq�ale.55Ysnrnl tl„= 3Trn:-,rs
�Fl O�p�batL 10 � � � I ��.0 i a � fs rbi d„- 30J �_ ��
� ��� I � ie J t s . . . ._ i... � �es
_0. I � � s � � -. I
i]eo�h L�a ..F��s-, . ... 4�� s� � s^.R'i Y,- 324
�ftesultingGW�erFlowOepNOutsltleofLocalDepresslon d.c�,e= 0.88incM1e5 I�
' Resultanl Slrae�Conditions
T tal Inlel LengN L= 10 0 feel
��ResW[an[GuflerFlow Oeolh 6 d on sM1vo�O A low qeometrvl �= 0 Pa '��cF=s ��
' IRe5WtanlSVeetFlow5preaE�baserlonsheetQ�Allowgaomelry� T= 0]feel II
IRe5WUn1 Flow Dep�h z�Maxlmum Allowa�le Sprea� �srae<o' 0.00 IncM1es
'
1 •
' UO�Inlel-OC10.minocxls,InleUn5ump 6l5/2006.1t2]AM
�
INLET ON A CONTINUOUS GRADE
t ProjecF. . . . � .. . .: � SGVrain� � � �
Inlet 10: DPC18 MlnOr Storm Type R Inlet
• x— ��cc»
� ��i H-0urG � H-Vetl �I —'_—
Wo
Wp
W
� �����
D I n Informalion In ul
' Type of Inlet T}qe=CDOT Type R Curb Opening
LocalDepression�atltli�ionauocmenuousguneraeoression'a'�mm'p-AIioW) a�a,LL= 2.Oinches
Tolal Number o!Units in ihe Inlet(Grale or Curb Opening) No= 3
Length ot a Single Unit Inlet(Grale w Curt Opening) lo= 5.00 It
' Wldlh o�a Untt Grete(cannot be greeter tM1an W(rom Q-Allow) Wo= N/A H
Cloqging Faclor for a Single Unit Grale(lypical min.wlue=05) CrG= NIA
Cloqging Factor�or a Single Unil GuN Opening(typlcal mia value=0.1� GrG= Od0
StreelH droulics Calcula[ed. Ca aci OK� islessthanmaximumallowable(romsheet' �Allow'
� Design Discharge for Halt of Sheet(hom q-Peak� �o=� 2d0 ch
W ater 5preatl witltM1 T= ]6�It
Wa�er Dep�h at Flowllne(oulside ol lowl tlepression) tl= �� 3 8 inc�es
Wa�er DepN at Street Crown(or at T��„) dcaowry= �ti0 inc�es
� Ratio of GUVer Flow to Desgn Row Eo= 0]49
Dlscharge outsi0a t�e Guver Secoon W.ca+ricd��i Secbon i, 0,= 0.53 cts
Dlscharge witM1ln ihe Gulter SecLon W Q„= 1.51 cis
D�ischarge Behintl Ne Curb Fac? QeF«= ODO efs
� SVeel Row Area A,= o]3 sp��
Svee�Flow Ve',oa•y V_= 28��ps
Wa�erOepthtorDesgnGoMition d�o = SBinches
Grate Analvsis ICalculatetl� �
� Total LengN n(Inlet G�aie Opening �' ��
• Ratio of Gra�e Row io Desian Flow Esew+e
Ilnder No�Clogging Condition
n9lnimumVeloo�ywhemGrjta5pash-OverBeqins ��o= �PS
� Interceplion Ra�e of Rontal Fluw Ri=
Inteme0�ion Ra�a o[Slda Flow R,_
Intemepoon Capaciy Q,= cis
❑ntler Clogging Contllcion
� Clogging CoeificlentiorMul�iple-uniiGrale Inlet GroleCoef=
Clogging Factor for Multiple-unii Grate imet GrateGlog-
Htective(unclo9gea)Lnnqtn of Multiple-umt Grateiniet 4= h
Minimurn Veloaly Whare Grete 5pasb-Over Begins Vo- ��s
� In�erceVvw�kaie oi Fonu�.Fi�ns Ri_
Imemeption Raie o�Siae Row R,_
ACWaIlnterceptlonCaVaclry O,= wncfs
C ry-0 er Fl 0 Q ' 1 - ' F �s NiA cfs �
� �G b S ott d I t O n A I IC Ic I teal �
�E 1 I'�I SIOF 5 (t o l ale c� rl 5�= 0.1433 ivl� �
��nL iP' 8219
Untler NOLlogging Contllaan
EHective Lenqlh o�Curo Opening or SloUed Inlet(minimum of L L.) L= 820 1t
' InterceplionCapacily Q.= 2.fOcfs
Untler Clogging Contl�Oon
�Clogg:ngCoe�Oaen� Cm'bCce(= i�1 ��
t wl9 r9" � �. �I-i_iPie-., r� , - , o ,...i i ei uimGo9= J.aa
� Efler,tive(Unqoqged�Lengt� 4- e���«
Achal ln[erception Capaciy ��- Z����s
C rry-0ver Flow=Q -0 �e= 0.00 cfs
Su�
' To�ItnletlnterceptlonCapaciry Q= ].10cts
TOUI Inlet Carry-Over Flow((low bypassing inlet) Qe= ��a�cts
CapWrePercenU9a=a�Qa= CY.= 100.OY.
�•
' UD-InIehDPClfiminorxls,Inlet On 6rade 8/?J2006,221 PM
� 1NLET ONA CONTINUOUS GRADE
, ProiecF. . . : SL4nin-
Inlet ID: DPC7 Minot Storm 7�'e R Inlet
� X—Lo(CI�
� H-Curb I
� _ H-Verl �
Wo
Wp
W
� Lo()
Oesi n Informa[lon In ut
' Type o(Inlet Tyye=CDOT Tyqe R Curb Openinq
LOLdIDep(ESSiOn(a00itionaltoconlinuousguM¢rCeDressiond'!mm'Q-AIIOW) a�ocu= 2.OincM1es
Total Number o(Units in Ihe Inle�(Gra�e or Cur�Opening) No= 3
Length of a Single Unil Inlet(Grate or CurO Opening) Le= 5.00 it
� Wltl(h o(a Uni�Grata(canno�ba greater Nan W Imm p-Allow) Wa= N/A fl
Clogging Faclor for a Single Uni�Grate(�ypical mm.value=0.5) CrG= N/A
Qogging Faclor for a Single Umt Curb Opening(�ypical min.value=0_t) CrG= 0.10
S[ree[H tlrauliw Calculaletl. Ca acl OK� is less[�an mazimum allowable trom shee[' -Allow'
� DesignDischargeforHalfotStreet�from0.4eak) �o= � 11.SUcfs
WaterSpreadWiatb T= � 16.811
Water pepth at Flowline(outsitla o!local depression) tl=� B 0 Inches
Water�epih at Street Cmwn(or at TMp�) tl��x= 00 tnches
' Ratioo(GuverFlow�oOasgnFlow Eo= 03I5
Discharge outsitle Ne Gutier Secf.on W,canled m Secilon T, Q,= Z20 qs
Dlscharge wiNin IM1a GutterSection W Qw= 4.32 c�s
Di6C�drgBBBM1IntllheGur�FacP Q��k= ODOCIS
' Svee�FlowArea /+,- 2.9]spft
Simet Flow Vclacity J, 3.88 ips
WalarDep�h(or�esignContlition tl�o BDmches
Grate Analvsis ICalculatetll
, Total Leng�h of Inlet Gra�e Opening L= ft
Ra6o o(Gra1e Flow m Design Flow �sca>re=
• Untler No-poggin9 Contlition
Mlnlmum VeloGty Wbere Grdte Spash�Over Beqinc Vo= !ps
� Interception R21e of Fomal Flow R._
In�9¢BP��on Rale o(Slde Flow R�_
In�erwp�ionCapacily Q= cls
Untler Clogging Conaition
� CIog9�ng Coe(9ciant lor MWtipie�unil Giate inlet Gre�eGoe[=
Clogging Factor(or Mullipl�unM1 Grdle Inlet Gra:eClog=
Ef(ac�ive Wncloqged)Lenglh ol Multipi�unil Grate Inlel 4= ��
Minimum Velociry WM1ere Graie Spasn-Over Begms Vo= fps
�nt+eeC�ion Rate ci Fnnta'Fo:: ?_
� Inleroeption Rate of SIOe Flow ft�_
IAc[uallntercep6on Capac�ly �.= N1A cfs
Carry-0ver Flow Oo-0,)o I I� � � r-�eet e'=�rn?p pp= NIA cts
Curb or Slotletl Inlef Openino AnalVsis ICalculatetll
� �Ey -I�n� I y � asecu �ai a P� 'er� 5�= �0818fp1i �
'rte��r a L> ]0 L 'e I I L . F��n 2311�I
UnEer No-Clagging Cantlltion
EHective Lenglh ot CuN Opening or Slotled Inlel(minimum o(L,L.) L= 7500 It
' Inlemeplion Capaciry O,= 9.68 cfs
Under Clogging Contlition
�Cloqging Caertiaem i:umCeel= 1 3t �
n_���g� .�,.,v�_ . ..�-����� �. �..,�,.�. ..,_..,y-
� ERective(Unclogged7 Lengih 4= 10.34 It
Acwal interreption Capaciry �.= 9.di cfs
Carry�OverFlow=�scare�4. Qe= 2.10cfs
Su�
' Total Inlat IntercepHon Capatly Q= 9A1 cfs
Total Inle[Carry-0var Flow(Oow bypassing inlep Qe= 2.09 cfs
CapturePercentage=Q��e= CS= 81.8%
, •
' UD-Inie4DPCZminor.ds,Inlel0nGrdde e/2/2006,11�.36AM
'
INLET IN A SUMP OR SAG LOCATION
' Prol�t= � S4Vain � �: . . .
InIe11D= DPCtt�Minor Slorm Typ¢R Inlet
� f—Lo(C)—�
' � ��
; H-Curb H-Vart
W
Wp � _��
W
� 10 lG1
Desian Info�mation Ilnoutl
' Type oi Inlet Type=CDOT Type ft CUN Opening
LocalDepression(atltlilionaltown�inuousgutlertlepression'a'Gom'0-AIIoW) a�,i= 3.OOinches
NumberoNnitlnlets�GrdlearCurbOpening) No= 1
Grate Intorma�ion
� Lengt�of a Unit 621e Lo(G)= WA feat
WidN of a llnit Gate Wo= NIA(eet
Area Opening Ra�io br a Grate pypical values 0.16-0.90) A,„b= N/A
Clogging Factoe fora Single Grate(�ypical value ObO) Gr(G)= NIA
, GrdtaWeirCoeRiclentpypiqlvalue3.00) C.„ (G)= NIA
Grata0n4ceCoefficiem(typicalvalue06]) Ca(G)= NIA
Curb Opening Information
LengtM1 of a Unil Curb OOening Lo(�1= 5.W fee�
' HeigM ol VeNcal Curp Opening in lnches H,�„= b.o�inches
NalyM1to(Cor00nfceTTroallnlnches Hv,o,�= 6.BSinclies
Angle o(T�roa�(sea 1150GM Fgure ST-5) TM1e�a= 634 tlogrees
SiOaWl�lh(or0epmssionPan(rypicallyt�eguVe�wid�ho�2leel) W.= 2.OO�ee�
' Cloggmg Factor fora Siogle Gu�b Opening(�ypmal value�-10) C�(GJ= 0_10
Curo OOeninp`Nar CoeR�cient�rypiai vaWe 2.903 007 G,fC1= 230
CUNOpernogOnM1ceCoeRmient(typialva:ue�.fi]) �:;C)= fBI
R If G t FI D ihi G t I I tCa acit inaSum
� Clog9inyGoeffcieNforMWtipleUnlis Coe�= N/A
� CIo99in9FacWrforMUlli01eUn115 GIo9- N/A
Gra�e As a Weir
Flmv Depih al Local Depresson wi�hout Gloggmg�4 cis gate,5.1 cfs cur�l tl„,= Wn�nches
Th�sRowUsetl�orCombmalionlnlelsOnty d„r�,,,,= N/Flnches
� Ruw Cepth at Locel Depressionwillt Clog9ing(0 cls g21a,SJ c�s mrb) d.,.,= N/A inches
ThisRo�.vUsealorGombxiaiioninleisOnly �w„u= N/Fmcnes
Grate As an Orifce
Flow Oep�n ai�oral Depression witbow Gio09ing(0 ds graie,5.1 cfs mro) oa= N/A intlies
� RowDeoth at Local Dapression vnib Qogging(0 cSs grate,5.1 cfs wrb) tlo,= N/A incnes
ResWting Gutter Glow DeptM1 Outsitla of Local Depression dw„u= NIA inches
R I' G V Fl � Ihf C �O 11 �Ca a<i� ' 5
CiogginoCoolr�emforM1iultioletJniis Goef= 100
� CloqgingFaciorforMWtipleUnils Glog= 0_10
Curb as a Weir,G�ate as an Orifca
Flow DepiM1 at Local Depresson witM1out Cloqping 10 cls 921e.5.1 cls m�b� d„= 4 86 luc�es
Flow OcoV�at Local�opression wi�h Clogging�0 cts g2te.5 1 cls cur�l 4„,' SAfi Inches
� (C 0 e� � f �5 O f .
�o�A L i D . N J=J9n9�0 f . � 5�rKorb� aa nrnoc
io �.p�h t L tal�epresicn w i�Cloqqmg 1� fs q at_.6.1 cfs mNl o 0 83 nrnes
R If g G � FI w DeplM1 Ouls'tla of Lowl Depresslon d.c��e= 3.06 incM1es
� Resultant SVeet ConCllions
TolallnietLnqih l= SOteei
,. i�..,� , � .. ,.. ^«.., ,...o.,.. � ,-
IResultant Gutler Flow Oenib Ibasetl on sM1eel O�Allow qeomelrvl tl= 1.05 �nc�cs
' ftesuiWmStreetFlowSpreatl�OasetlonsheetQ-Allowgeomelry) T= tAfaet III
IIR It IFI � p�M1 M All wable5preatl tlsmwo= 0.�0 inc�as
'
' •
' UD-InIe40C17.miiwr xls,Inlet In Sump 0I1J2006,2'.01 PM
' INLET IN A SUMP OR SAGtOCATION
� Projxt= � . SLVrain �.
Inlet ID- �DPC5 Minor Sloml Type R Inlet
�Lo(C) --,y
• — � �W
' H-Curb �i � H-Vert _- —� ' --
Wp �—
W
' '_� '
�.— lo G)
Oesi n Informatio In ut
' TyDe of Inlet Type=CDOT Type R Curo Opening
LocalDepiession(atltlilionalbcontinuousgullertlepression'a'irpm'O-AIIOW) ay.r= 3.OOinches
NomberofUnillnlets�GraleorCur�Opening) No= 2
Gratelnformation
t LengihofaUnl�G2te Lo(G)= NlAfeel
witlth oi a Unil G2te we= NIA�ee�
rea Opaninq Rallo�ara Grale(lypical values 0.15-0 90J A,dio= N/A
Cloqging Factorfora Single Grate(rypical value 0.50) Cr(G)= N/A
, GraleWeirCoef�ciem(t}qicalvalue3.00) C„(G)= WA
Gra�eOnficeCoelficlenl(Iypi�alvalue0.6]) Go(G)= N�A
Curb Opening Iniorma[ion
LenqlhoialJnitCurbOpening LoIC�= 5.00(eet
' HeiglLolVetlicalCUNOpeninglnlnches H,�,�= B.OOinches
He�gntoiGu2On�wTM1mai�inlncnes h',.,,,,= 595incM1es
nnBieofTM1mat(saeUS�CMFigureST5) TF,e�a= 63.atlegress
SlaeWitli�lorDepressionPan(typirallyt�egutterwid'noi2fami Wp= 200feet
Clogging Factor fora Single CUA Opening(rypmal aaluo 0 10� Cr(C)= 0.10
� CurbOpeningWeirCooKi[len!(typmalvalue2.30J047 C.(C)= 230
CwbOpenmgOnficeCoeflicieNlrypmal�,lue0.fi9) C,(C�= Ofi)
Resulfna GUVer Flow OwtM1 for Grate Inlet CaoaciN In a Sump
Clo9gmgCoeff¢ion�forMUllryleUnii5 Coef= NIA
� CIo89ingFacmr(orMullipieUnits Clog= NIA
• Gra�e A5 a Wai� ..
Flow Oepm at Local Depression w�mout Cloggmg(0 efs gra:a,�5 cfs cum� a„,— NIA Ine�es
TltlsRovNseclforComDinationinletsOnly tl,,.r.,,,= N/AlncM1es
� Flow0e0��a�Local Oepression wtll�Glogging�0 c�s grole,95 c(s cuN) d,.= NIA Inches
ThisRowUsed(orGombina�lonlnle�sOnly d_„xi= NlAlnc�es
Grate As an Oriice
Row OapRi at�oeal Depression witliom Cloggmg(0 cfs B��s,9.5 c(s curb) rla= NIA Inches
� FlowOeplh at Local Depresslon with Qogging(0 cis graie,9b cfs curb) tlr,= NIA Inc�es
Resulting Gutler Flow�eptM1 OutsiEe of Local Depression tl,L.�.= NIA incM1es
R If G ¢ FI � [M1f C b0 I I tCa 't ' 5
CloqpinpGoefficieniforMW�ipleUnlls Caef= 125
� QoggingFacmrforMWiipicUniu Gio9= 006
Curb as a Weir,Grate as an Orifco
FlOw Dep10 at Local DeOresson wrt�oW Gloggmy 10 cis q21e,95 cis curol rf.„= 542 Inches
�Flow DeF��at Local Uepesssion wM Qoggmg(0 cfsgrate.eb tls cuN� U�,= 5 59 Inches
� C 0,sanO F f 1 .�s� O f e
� I D_eNa�Local� n _ Oo �Cloog�no 0 � oal_.95 fscurb� 0_= 418 nr.nes
I
lo Dep�� tL al� -.:s� tM1 .ogying�f f q Sc�scwbi ��,= 439 nclies
Resulting Gutler Flow 0ep�h Oufsitle of Lo<al Depmssion tl�t�,p= ].59 inc�es
� Resultant St�eal Lontlitions -
TotallnlelLenglO L= 1Q�feet
Tp:�llnlo•lq� ptonbnacl os.onDi.sclla�. •^T.ri-Pa�k�. n� 95'R
IResultanl GUVer Flow Depih Isasetl on sheet 0-Allow geometryl d= 2.59 inc�es
IIResWtant Street Flow Sproatl(�asetl on shaet 0-Al�ow geome�ry) T= 2.6 faet II
' R suttani Fiow DepiM1 a1 Max'mum Allowable 5pread dsmF>o= O.OO inches
'
' •
' UD-InIe4DPC5.minor xls.Inlet in Sump 8/712006,2:10 PM
, INLET ON A CONTINUOUS GRADE
' Prqeck �: SL Ymin -. �� . .
Inlet ID: DPCe fAINOR Stofm TvPe R Inlet
,r--Lo(G)—�
�• H-Cvrb r H-Vetl —��
�v _
W
WP —
i�
, ��
Dasian Iniorma[lon Ilnoutl
' Type of Inlet Type=CDOT Type R Curb Opening
Lacal Depressian(aaaitionai m commuous guneraevression'a'fmm'�-nlloW) aiapi= ?0 inches
Tolal Number of Units in the Inlet(G2�e or CuN Opening) No= 3
LenglM1 o�a Single Unit Inlet(Grate or Gurb Opening) �,= 5.00(�
' WitltholaUnitGrale�cannol�egreatert�anWlromp�Allow) Wa= N�Ah
Glogging Factor�or a Single Unl�Grale(rypicel mm.value=0.5) GrG= WA
Glogging Factor la a Single Unit Cur�Opening(rypical min.value=0.1) CrC= 0.10
Waming St t H tl I' IC I I t d1 WARNING Q IS GREATER THAN ALLOWABLE Q FOR MINOR STOHM
' DesignDischargeforHalfotSheet�fromQ�Peak) �e= -�fiAOc/s
WaterSOreatlWiath T- �B'81i
Wa�er Dep��at Flowllne(oWsitle of local tlepression) d= 62 incl�es
Wa�ar Oepih at SUeet Crown(orat T�,i.x) tl�H�ti= � O.a inchee
� Ratio o!Gulter Flnw lo Des�9n Flow Ea= 0.604
DKcharge ouuide ine Guuer Seceon W,ramed�n Ser.iion T, Q<= ���°��
DlscM1argewithin�heGuuerSecilonW Q„= 3.86c1s
DiscnargeBun�ntl'�FeCumFace 0q.�k= OOOcis
� Simei Flow Area A,= 1.69 sq It
SvaaiFbw`/alcoiy V,= 3>9!ps
Wa�erDeptM1forDesignConOioon d�c = 021nches
Grate AnaNs s ICalculatetl)
� Tntai Leng�h o(Iniel Grate Opening �- ��
Ratio ot Grate Flow io Design Flow E��++*E_
• Untler NoLlo99in9 Condition
Mmimu:n Volooly W�ere G2te 5�sh-Over Beqms �o= '�
� intercepi���'�ate of Fronial Flrn+ R�_
Imercepiion Rate of Side Flow R�-
IntercepoonCapaciry Q,= ds
❑ntler Cloqging Condilion
� Clogging CoelGoem tor MWtiple-uni�Grate Inlet GrateCcef=
Cloaging Factorla�hlWiiple�unit Gratelnlci GrateCloy=
H(octrve(unr,loggetlJ LengN of Mulnpls-unit G�ate Inlet �` ��
Mmimum Veloary W M1ere G2�e 5pash-0ver Begins ��- �PS
I 1 C'_':0;. .:.tal=3ry �
� Interwption Raie of Sido Flow R�-
AcmallntercepnonCapaciry 0.= NlActs
Carry-OverFlow=poQ;' {. -+�J'sc Oe= NlAcfs
Curb or Slottetl Inlet Oea�' l+ t ' IC I latetll
� �� q , een o b ra � _n�) 3.- 0.1390 n.0
a
h. � �� . ,n � L = 12.62 n
Untler No-Cloggin9 Contl¢ian
Eflec�ive Lengt�of Gurb Opening or Slovetl Inlet(minimum af L,L.) L= 12.5]it
M Intemep�ion Capacity Q= 8 41 c(s
Under Clagginq Contlltion
��Uoy9ingGoeifiaen� CumCoet= 13i ��
,iy�,.� .,. �u�.o�a ... . n�� -�,e��e, �wwv9- JJe
� ERec�ive Nnclogged)Lengib � 12�5���
ActuallntercaptionCapaciry �,= 6.41 ds
C ry-0 FI -Q -0 �e= O.oOcts
Summa
' TotallnlellnferceptionCapaciry 0= 8.41ch
Total Inlet Wrry-Over Flow(flow bypassing inlep 46= A.Ot cls
GapWreParcentaBe=oJ�e' C°.= 100.0°b
' •
, UD-InIe4DPC6.MINOR.xIs,Inlet On Grade 8/7J2006,2:07 PM
'
INLET ON A CONTINUOUS GRADE
' Proiect � : St Vrain
Inlet ID: DPAT&OPA2 MAJOR Storm Tvpe R Inkt
� �X L0(C)—� ..
H-Curb
H-Vetl —
Wo
— Wp _—
W =
� �
' �o(G
Desi n In/ormatlon In ut
' Type of Inlet Type=CDOTType R Curb Opening
LwalDepression(atloi�ionaiiocon�inuousgunerUepression'a'fmm'o-nuaw� a�a>�= 3.Oinches
Tolal Number at Untis In�he Inlel(Orate orCurb Openinq) No- �
Lengm ot e Single Unit Inlet(Grate a CorO Openlnq) l.e= SAO(t
� Widt�ot e Unll Grate(cannot be greater roan W bom p-Allrnv) W,= N/q ft
Qoqqing Fac�or lor a Single Unit Grate(typical min.value=0.5) CrG= NIA
CloggingFaclo�(oraSingleUnilGurtOpening(lypiwlmin value=0.1) CrC= O.tO
- Warnmp Shae[M tlraulics Calcula[etl WARNMG ISGREATERTHANALLOWABLE FORMINORSTORM
� Design DiscM1arge(or Half of Shee[(from Q-Peak) 0,= 20.60 cls
waterSpreatlWie�n 1= n� ��
Water pepth al Flowline(oWsitle of iocal tlaprassion) tl= 7.3 inches
We�er pept�at SYreat Crown(or ai TMpk) ticaave= 0A Incbes
' Ratio ot Guller Flary to�esign Row Eo= 0280
Discharge ou6ide t�e Gwter Snrtion W,cartie4 1n Seclion T, q= 14.�0 cis
DischargewiNin P.e GuVer Seciion W Q,= 5]2 cis
DiscnargeBeM1intliM1eCurOFace Qqp�= oAOcts
� Slreet FlowAma H,= 5.05 sq ft
Sveet Flow Vcioow '/n= 4.Ob fps
Wa�er Depih ior Desiyn Con�ition di o - 10.3 inches
Gra[e Analvs s ICalcvlatetll
� Total Leng�h of Inle�Grate O�ening L= f�
RSLo o�Grate Row lo Oes90 Flow E���r�
Untler No-0logging Contlpion
MinimumVelocf,yWhnrnGrale5pash-0verBegins y�= �ps
� Inierceptior�Rate o�Fmniai Rov, R�-
Interception Rate ol5ide Flow �-
Inlercep�ionCapaciry Q,= cf5
Under Clogging Contlition
� Clogging CoefLc�ent for Mul�ipls-vmt Grate Inlet GrateGoel=
Clogymg FaCor for P.�Wtipie-unit Grate Irle� GraieQoy=
E(fec+ive(unr,log9etl)Lenq�M1 of MUI�i0leunit G2tp Inlel L�= p
IdlnimumVelo�oq'N1mmG2ie50asnCverBegins V�= !ps
��:- ,. _', p _
� I � C p�ionR t (S4 Flow � q�-
�H I Inter pi C p ciry p,- NIA cfs
C O�or O 0 � . . �a< Q = N'A cfs
IG b Slotl tll I IOpe na.S Iv IC Icula�e
� �� V i ����I i . .- 00]991LII ��
G6]5 P
Untlm No-Clogginq ConalUan
ERective Lengm of Gurb OOeninq or Slovatl Inlet(mmimum of L,Lr) L= SDO�t
' IntarceptlonGapaciry p,= S96cts
Untler Clogging Contll[ion
:;,_nrnnqGenice..; „�reCoel=__ 100
' . '.A�:i �I:j 11.lU
�Ei� ct.¢(Unoggd��en�i4�� �, � ,����.e� L = 4bOfi
ACIuaIln�emap�onCapacity ��= SJ9cfs
Carry�OverFlow=pmcen.e-0, Oe= i50Jcfs j
Su�
' TotallnletlnterceptionCapaciry 0= 5.]9cfs
Total Inlet Carry-Over Flow�flow hypassinq inleq OD= 15.01 cts
CapWrePercenta9e=pJQ,= C°/.= 284%
�•
' UD-InIe4DPA1 8 DPA2.1-MAJOR xis,Inle�On Gratle 5/1I2006,2:43 PM
� INLET ON A CONTINUOUS GRADE
' Project: � St.Vrafn �
Inlet ID: DPA7 Minor Stortn Tvpe Rinlet
X—La(C)—,�
� � H-Curb � ___
H-Verl
Wo —Wp
W
� Lo(G)
Oesian Infotmallon Ilnoutl
, Type ol Inlet Type=CDOT iype R Gurb Opening
LocalOepressiw�aeei�ronaibcontlnuousguneraepression'a'immUaiow) a�aq�= 3.Oinches
Total Num�er o�Units in�he Inle�(Gra�e w Curb Openinq) No= 2
Lengtli o�a Sngle Unit Inlet(Orete a Curb Opening) L,= 5 00(t
' W Itlth ol a Unit Grate(cannot be greater than W fmm O-Allow) Wa= N/A ft
Clogging Factw (or a Single Unil Grate(lypical min.value=0.5) GrG= N/A
Clogging Factor(or a Single Unit Cuk Opening(typical min.value=0.t) CrG= 0.10
Waming SheMH Jraulics Calcula�etl WARNING: ISGREATERTHANALLOWABLE FORMAJORSTORM
' DesignDischargeforHal(of5Vee[QromQ-Peak) Qa= d2.90cfs
wa�er Spreaa Witlin T= 2]o fl
Water�eplh el Rowbne(oulsitle of lo[al dapression) tl= 6.1 incM1es
Waler Depih ai Slreet Cmwn(orat T��p,� 4caowN= 031ncbes
� Ratio ol Gutler Flow lo Design Flow Eo= 021]
Disenarge ouLsiCa tIs Guver Sec�ion W,cenie4 m 5ection T� 0,= 33 8t cis
�iscliarge wnnin ine GwterSaction W Q.,= 9 31 cis
DiscM1argeBelnn4lM1eGurbGace ��.cx= O.OOcGs
' Slreet Flow Area A.= e W sa fl
SLe?I Floa�Velooly ils= 585(ps
WaterDept�(nrOesignCondi�ion tl��w_= 11]inc�es
Grate AnaWsis(Calcula[etll
� Tolal Lengin of inlet Grato OPening l= It
Ratio or cra�e Flowm oesiqn Flow E�p„rE_
❑ntler No-Clogging Cantlition
M�mmum Veiocny'.Nhero Grate Spash-0oer 9egms V,= i s
P
� rnercepilen Ram d Frontal Flow R,=
Inlemeplion Rate o�Side Rav ft,=
Ipte�rnpLon(JapaPly Q= �i$
Untler CIog9ing Contlition
Glogging Goef9nent lor Mvitipleumt Gra�e Imet GrataCoel=
� Clr,gging Fznor for hlWope-uni�Grate Inle: GrateClog=
Nleclrve(uncloageal Lengih o!Multipla-vnrt Grate Inle� L= !t
Idirnmumbeioci�.y'11hereGaie9pasM1-0verBegms ,= fps
.. ... ,o�, p ,
� �In� epuo R � �50_Row R =
IA � I Inro p C piclry p = N/q c�s
'q �Y'Ove FI . _� .. i�.,,,�:. -.;'„ �e= N/Acls
IC b or Si tt q_I I t_Oy_ a A rys s ICaI i IiteAl !
� � 1 ��?. � I��ec.- a r en -,_ �66i0'eli �
�^ � �3 n
IUntler No-Clogglnq Contlltlon
E(letlive Langib ot Curb Opening or SloVed Inlet(minimum o(L L.) L= 10 00!1
� In�emeptionGapaaty 0,= 1485cfs
Untler Cloqg q Contli�ian
.- ���� _ r ��__ _ I.LS ��
_', �� . _ �. ..� .et Ci_ `.Co �
� Ef( i�eiU cioqg J� an�tn �= 9.38�•.
ACWaIlnterceplionCapacity 0.= 10.01c15
ICarryAverFlow=Oqcanre�4. �n= 38.91 cfs
Su�
, Totallnle[Intercep6on Capacity p= 14.�1 cfs
Total Inlet Carry�Over Flow(flow bypassing Inlet) Qe= 28.89 cfs
Cap[arePercentage=p,/Oe= C%= 12.]°/.
'�
' UD-InIe40PA3-MAJOR xis,Inlet On Grade 5/1/2oo6,225 PM
' INLET ON A CONTINUOUS GRADE
� Project St.Vrain
Inlet ID: DPAB MAJOR Storm Twe R Inlet
� ���Lo1C)—'f _ —
H-Curb ' �—
H Ver�
WO —
= WP '
W �
� .� lo(G
De5ian In/orma[ion Ilnoutl
� Type at Inlet Type=GDOT Type R Cur�Opening
Local0e0ression�atlUiWnalWcontinuousguMrdepression'a'Imm'p-AIIOW) a�p��= 30inches
Tolal Number of Units in Ihe Inlet(Gra�e or Curb Openinq) No= 2
Length of a Single Uni�Inlel(Grate w Curb Openin9) �= 5.0p fl
' Widlh of a Unit Gre�e(cennot ba gres�er than W Irom p-Allow) W„= N/A f�
Clogging Fadw(or a Single Uni�Grale(lypical min.value=0.5) CrG= N/A
Clogging Fatlor lora Single Unil Curb Opening Qypical min.value=�.1) GC= 0.10
Waming SheetHvdraul"csfGalculaletll WARNINGOISGREATERTHANALLOWABLEOFORMINORSTORM
' Design Discharge for Half of SVeet(bom 0-Peak) Oa= 05,]0 cfs
WalerSpreadWitlth T= 25:O�ft
Wa�erDeptHa�Flavllne(oulsldoo(localtlepression) tl= B.Oinches
Water Depl�at Slree�Crown(oral Tiux) tl�u ' OA Inches
' Ralio o(GUVer Row to Design Flow Eo= Q216
Oiccnaye oWsitle ihe GuVer SecGon W.�'arned In Ser,00n Ty O,- 26.94 cls
Dlscharyewi�hinlneGmler5ectionW O„= 8]lds
DiscM1arge eeM1intl the Curo Face Qea«' ODO c(s
' Sve�i Flow Frea A,- 6.41 sq ti
Svnat Flow Veloary 5.5]fps
WatarpepN�orDeslgnContlttion tl�xu= 110IncM1es
Grate AnaNsis ICalculatetll
� Totai Len91h of Inlet Grate O�enln9 �� ❑
Raiio o(G2te Row�o Oesign Flow Ep�aor =
Untler No-Clogging Condition
Mmimum Velociry Where Grate Spash-0ver Begins
(ps
� inlerceplion Rato o!Fmmal Row R�_
Inlerceplion Rale of Side Row R,=
intercepbonCapacity 0.= cls
Undcr qogging Contli[ion
Qoyyiny Goelficiant(w Mulllple-uni�Gra�e Inlat GraieGcet=
� Clugymg Fac�or ior Mul�iple-uni�G�a�e Inle� G2�eQog=
E�fecGre(oncloggad)Lengih o(MWtiple�um�Graia lnlet L„= p
Y1lniinw:rVelucity`/JliemG2ieSpasM1-Overeegins - �py
.:_.. 1 J r ,� _
� 11 p�mR � (StlaRow R =
iA t I I e 4t C P ciry p
C y O.cr FI Q Q ;�- I ] Y , �eci � Ge= NIA ds ��
C b Slonetl I IetOpeninq Analv IC�IculateC
� �� e:i l l o t e .. 0.0]0]P_Tt II
JL 11 I � iC.6]', I
I
Untler No-Clogging Condi�ion
Elfemive Lengih ol Gmb Opening w Slouetl Inla�(minirnum a(L,Lr) L= i0.00��
, IntercepGonCapaciry Q= 130Bc(s
Untler Clogging Contlition
I�, I1 ti.;o-iLcieni .�. .Jc��- 1.25 �I
_ i� a,e uJ�Go--u i .I �.ri� �i._a �.iet ., r�i.l-�- U.0fI �
� ERecLeefW�clogged)LangtM1 L= 9380
ACNaI Intercep[ion Capaciry �.= 12J4 cfs
'Cany-Over Plow=pp�caaeiA, Op= ]J.36 cfs
S�
, TotallnletlnterceptionCapacity p= �Z,�qds
Total Inlet Carry�Over Flow(flow by0assing inlet) Os= 23.J6 cfs
CaPWreGarcenW9e=pJ�,= C•/.= J4.8°/.
�•
' UD-InIe4�PA6-MAJOR xls,Inlet On Grade Sli/2006,231 PM
� INLET ON A CONTINUOUS GRADE
, Project: St.Vroin
Inlet ID: UPA7d MAJOR Starm Type R Inlet
� _�.'—_Lo1C)—�' __ '—
H-Cur�
H-V¢rt
Wo
W
WP \�-
1 '
Lo(G)
D I n In(ormatlon In ut
' Type o(Inlel Type=CDOT Type R Cur�Opening
�ocalpepression�atlenionaiiomn�inuousgunerJepressmn'a'immO�nnow) aiau= 3Alnches
Total Number ot Uni�s in Ue Inlet(Gate or Curb Opening) No= 3
Length of a Single Unil Inlet(Grale w Cvr�Opening) L„= 5.00 fl
� Witlt�of a Unit Gate(cannol be grealer Ihan W lrom p-Allow) W,= NIF(�
Glogging Fac�or for e Single Unit Grdle(lypirzl min_value=05) Crd= N/A
Qogging Faclor tor a Single Umt Curb Opening(typiral min.value=0.1) CrC= 0.10
Warning SireetH Eraulics Calculatetl WARNING: ISGREATER�HANALLOWABLE FORMINORSTORM
� �esign Oischarge for Half of 5[reet�from Q-Peak) 0,= 51.50 cfs
WaterSpreadWid�h T= 26.Bfl
Water DapiM1 at Flowllne(owsitle o(local tlapression) tl= ].9 Inc�es
Waler pap�h at Sireet Crown(or at Tµox) d�aw�x= 0.0 Inches
' RatioolGWterRowlo`�esignFlw� Eo= 024]
D�ischarge ou�sitle U�e Gmier Section w.rarrietl In Senion Ty p�= 20]1 cis
oischarya within ine Guuer5ecoon W Q„.= 8]9 ds
�iscM1a�9e 8ehind Ihe Curb Face �e<cx= ODO tla
, S�reet Flow Hrea A6= 6.3A sq It
S«eetFlowVeloay Vz= 4,341ps
Water DepVi lor�esign Contli�on d���= 1Q9 IncM1es
Grelehnal sis Calculaletl
� To�al Len9t�of Inlel Grdte OPenin9 wre= �I
RaGo o!G21e Flow lo Oesign Flow E�
Untler NOClogging Contlition
Mlnimum VeloMy Wbere G�ate Spash-0ve�Begins Vo= Ips
' IntefCep�ion Rale o!Frpntel FIOW Ri=
Interception Ra�e o!Sltle Fow R,=
InterwptionCapaciry �,= cls
Untler Clagging Contlition
Clogging CoeBiciem(or Muuiple-imi�Grate Inlet GrateCoaf=
� Clogging Facior for PAulnple-umt Graie Inle� Gra�eClog=
F.Redive�unclogged)Lengih ot MW�ipl�un�t Gra�e Inlet 4= I�
bllnimum Vabcuy Where Grato 5pasn-OecrBngms Vo= ipc
I 1 r e t �,d�lrm: _
ua R�
� Inmrcepiion Ramo�Stle Fow R,=
Ac�ual In[omep�wn GaOaclry 0.= N/A ds I
�Carry-0wr Flow=Qo-0, '. . �. Oe= N/A cts
I0u�0 or$lotled INet Openino Analysls�Calcula�ed)V ,
� �� -ient�l La�_0� _ , � - 0O]101L�t ��
II R c 30.J4 f.
Untler Na�Clogging Contli[ion �
EHeciive LengN o(Curb Opening or Sloltetl Inlet(minimum of L Lr) l= 15.00 0
, In�ercep�ionCapaciry 0;= � 1Z68c(s
Untler Clogging Contlition
I�ai�py�.,a c�ci,����,: c��mc�Ar= i ai II
:yr.. _ . ��x„e-� �in:,�y .ui n..i ��ro�io9= a,ri
� EllactiveNncio99ed1 Len9iM1 L�= 14.34 it
Actuallnterception Capaciry �,= t].0]cis
Carry-OverFlow=pecare-�. Oe= 10.4Jcis
5�
, TofallnletlnterceptionCapaciry p= 1L0]c(s
total Inlet Carry-Over Flow(flow Cypassing inlep Qe= 1o.A]cfs
Lapture Percentage=�J�,= L%= 6Pd 'b
'•
' UD-In1e40PA7-MAJOR xls,Inlel On Grade 5/1/2006,2�.37 PM
' INLET IN A SUMP OR SAG LOCATION
' Prqect= St.Vrairt. . .. � �
Inlet ID= 0PABd antl DPAB.]MNOR�StormT ��R Inl¢t �
� — �LolCl� - _'__
H-Curb
H-Ver�
W �
Wp
W
�
' �-��
�o lGl
Dasl n Intormation In ul
' Type of Inle� Type=C�OT Type R CuN Opening
LocalDepression(aatlitionalloconlinoousgWtertlepression'a'Gom'p-Allow) a�a= 3.OOinches
NumberoNnillnle�s(Gra�eorGmbOpening) No= 4
Gale Information
t lengl�ofaUnilGale Le(G�= NlAfeel
widlh of a Unll G21e we= N(A feel
AreaOpeningRa�ioforaGate�lyyicalvalue50.15-U90� A„n,= NIA
CloggingFactor(ora5ingleGratepypi�Ivalue0.50� Gi(G)= N/A
' GraleWeirCoe(4aent(rypicalvalue3D0) C„ (G)= NIA
6ra�e OMce GoeHicient(typical value 06]) Co(G)= NIP
Curb Opening In(ormalion
LengtholaUnilCurtOpening L,�C)= 5.W feel
� HeiqM1t ot Vah¢al Curt Oponing In IncM1es H.n= 6D0 Inc�es
Hcign�u(CuN Onfcz T�roa�In IncM1es Hu,d�= 5 96 Inches
AngleolThroal(seoUSDCMFigure5T�51 Theta= 834 �egreas
Si4eWitlinlorDeOressionPan(typicallylhagulterwidiM1ol2feeq Wp= 2DOfeet
� Ciogging Faciorfora Singie Curb Opaning(rypical valua 0.10) G�(C)= 0.10
Curo Oponing WoirCoe�lcieni(rypiral valuo 230-3D0) C„(C)' 230
Curb Opening On�ce CoeificieN�tvpi[al v31uB 0 6]I Go fGJ= O6J
Res W�ina Gutler Flow Oevt�tor Grate Inlel CapaciN in a Sump
CloyyingCoeRcieNlorMulOpleUnlls Coef= N/A
� GIo99ing Factorfor Mul�iple Units Gio9= NIA
Gra�e As a Weir
FWwDepina�LocaiDeOressionwimoutCloqginql4cfsgra�e,612ckcuro� q„= WAlncnav
ThisRowUseoforComoinationlnletsOnlY �1.,,�„= NlAincM1es
� Flow�epin at Local Oepression wn�Qogging(0 cfs grae,St 2 cis curo) d„= Nlh me�es
This Row UsetllorCombination iniets Oniy q„„nM= NIA mcnes
Grate As an Orifce
Fiow Depin ai Locai Depression wrmom Ciogging(0 cis graie,512 cis cuN� �a= NIA intlies
� Flow�epih al Local Depmssion wit�Qna9ing(0 ds g2te_51 2 ds cuN� do,= N/A IncM1es
Resulting GUVer Flow DepiM1 Outsida o(Local Depression tl..�.,,.= N/A IncM1as
ResW�ino Gutler Flow Deo��Por Curb OOenine Inlet CapacpY in a Sump
. —�ePo:-.entlorhlulliplaUnits Coe�= 133
� �t io9� 9Fa � fo M itplsU ts Ciag= 003
�C b a W G t a n 0 !
F :' G C�II LL _ I..,O�SSq �h„Ifl.l�p(li�t I. �I��IP �17�'ISC�:�bi .l�— 1289 i�Cry25
��F�.o�.vDrc��i IL Il �.nrassx �nClooginVlO -_yra�e.SZtlscuro� 0.,= 13.181ncM1es
� � u r' � O f o t.,s .... � _ nae
..n t I f� _ M1 ��.I n_' t o � 1 �n.� �
Lclli 1 C.IL 1L55o I »Onjl� cl . L CI� 1 blJ � '
IR sul�ing G tl r Flow�ept�Ouls'E of Local D p ession tl = 11.50 inches
, Resultant 51 eel Contlitions
TotallnlelLenglM1 L= 20.0 feet
._ I,�Fesulidnt Gu�tBr Flow Deo[h Ib setl on sheat 0 dllow aenmelryl q= ._ �
' �N,,m,u,oilResW�an�5veetFlow5pread(basedons�ee�0-Allowgeomevy) T= Y]Afeet�T�Max I
Resultanl Flow Depih at Maximum Allowable Spreatl tlsws:,o= 3.12 inches
� " „ .� Irp� .0 J,an c5.ill�n � _'u�l��b'C"3S JZ"� Sve[f�o� 1-Allorv!
• :.� .. � ��r �
L'larning s�Flnw spreod¢xco¢ds maximum sKeet cmv�n dlslanm. Flow Acplh at cwwn is 3.1 inches.
��
� UD-InIe0.DPAe.1&A82 MAJOR.xIs,Inlet In Sump 5/1200fi,3�.05 PM
' INLET ON A CONTINUOUS GRADE
� Project: S�•Vtain
Inlet ID: DPA15d MAJOR Stortn Type R Inlet
� — �Lo1C)� —�
H-Cu�b H-Verl
Wo
Wp � _
W
��
� t— L
D I n Inf rm lon In ut
� Type of Inlet TyPe=CDOT Type R Curb Opening
Loral�epression�atltllmnalmmntinuousgonertlepression'a'irom'O�nnoW� a�a�i= 3.Oinches
To�al Number o(Unils in Ihe Inlet(Grale or Curb Opening) No= 2
Length ota Single Unit Inlet(G21e or Curb Opening) 4= 5.00 fi
, Wi�(h of a Uni�Gate(wnnot be 9reater tM1an W�rom Q-Allow) �^/a= N/H tl
Clogging Factor(ora Single Uni�Grale(tyqicalmin.value=o.5) C�G= WA
Gogging Faclor(or a Single UnilCurb Openinq pypical min.value=0.1J CrC= 0.10
Waming ShaelHvtlraul'cslGalculatetll WARNING�pISGREATERTHANALLOWABLE�FORMINORSTORh1
' �esign Discharge tor Halt of Street(from Q-Peak) Qe= 2T:10 cfs
WaterSpreatlWltllh T= 209�k
WalerDepih atFlowline(outsitle oflocaltlepression) tl= ].0 inches
Waler Depth at SVael Crown(or at T��.) dcaavu= 0.0 incbes
' Ralio ol Gutler Flow to�asign Flow Eo= 0288
�Ischarye oulside Ihe Gulter Sedion W.pmotl ln:aqion Ty p�= 1J.82 cls
DiscM1aege within iM1a GW�er Section W Q„= fi29 cts
pischarge Behind�e Curb eace Qa.c+= 0 00 nis
' Streel Flow Area AS� 4 52 sq 0
Svam Fiaw Velociry 4.B]fps
WalerDepihfor�esgnCootlition tl��= tOAlnc�es
Grate AnaWsis ICalculatetll
� iolal Leng�h o�InletGrate OPening L= fl
Ratio of Gra�e Flow lo Design Flow Es���E=
❑ntler No-Qogging Contlition
Mlnimum VNocity Where G�ate 5pas�-0v�r 6eyins V,= ips
� Inmmepoon Ra�e o(Fron�al rlav R=
Intercepoon Rale olSlde Flow R=
IntercepoonCapacry d,= cls
Untler Clogging Condition
' Qogging Coettioent tw MWopleanit Greie Inle� GraieGce�=
�'logging Faaor(or M1lullipie��nit Grate Inlei GraieClog=
Eflective Q�ncloggetl�LengiM1 o(Mullipl�un,i Grate�nlet �,_ ��
MlrnmumVebcityWnoreGreteSpesh-0ver2e9ins Vo= ips
I^L-n;epLOP�4Xe cl-ruiel'Iv» _
� Imemepoon Raie o!Slae Flow R.=
Pclual Intmception Capaury �._
ry-0ve Fl Qa-Q.., ,�� < ., r a.:a �e= NIA cfs
�c _no�si i�ai i�rooe� aA�alvssic�m�mmal
� �� � �n i a ,..�i � i s _ _ coais ron ��
� . 3 a5't
Under No-Cloggin9 Contli�ion
Efled�e length o(Curb Opening or Slolletl Inlei(minimum a(L�.) L= 10,00�t
� Ime¢eplion CaOaciry �,= 10A8�ds
Under CIo99inq Contlitian
wgu�a(:�enimer.� wr„�oei= t25 i
_'_ '.ui�F,._i i�,. _ . _ , �a �n�. .�i,g= o.Cv
� �E!(e��ve IU icl gge0)LenaN 4= 9.38 :t
ACNaI Interception Capaciry 0,= 9.92 cts
Carry�Over Flow=0 c nr��. �e= 1149 cfs
Su�
' Totallnletlnterce0��on Capaciry Q= 9�9��fs
Total Inlet Carry-Over Flow(flow bypassing inlery oe= 11.18 ds
CaPWreParcenla9e=0��,= CY.= d].0%
�•
, UD-InIet-DPA75.1-MWOR xls,Inlet On Grade 5/1I2006,3:00 PM
tINLET ON A CONTINUOUS GRADE
' Project St.Vnin
Inlet ID: DPA18 MAJOR Storm Type R Iniet
� � d. .._.Lo(C)___ ._�, ...,� _-- . _— ._ _
H-Curb
H-Ven
\ Wo
W
W P\ '�— _
, �_ —r�_�Lo(G) �
Dasian In(o�ma[lon Ilnou[I
' Type o!Inle1 Type=GDOT Type R GoA Opening
LocalDep/e55i0n�a0tlilronalWmnfinoousyutlerdepresson'almmO�Allow� a�ap�= 3DIncM1e5
Tolal Numbar of Umts In the Inlet(G2te or Curb Opening) No= 2
Lengl�ot a Single Unil Inle�(Gra�e w Curt Opening) Lo= 500 ft
' Wldlh o�a Unit Grale(cannot pe Breater�Fan W(rom O�Allowl Wo= NIA fl
Clogging fador (or a Slnqle Unil Gtale(typical mio vaWe=Ob) CrG= NIA
Clogging Paclor(or a Sinqle Unil CuN Opening(ryP�cal min.value=0 t) CrC= 0.10
Wmnino S4eetHvdraulicslCalculatedl WARNING:OISGREATERTHANALLOWABLEOFORMINORSTORM
t Design Discharge for Halt of Sheat(fwm Q-Peak) Oe= 36]0 ch
WaterSpreatlWitliM1 T= 17Dft
Waler Dep�h al Flowline(outsitle of I0CaI tlepression) 4= 6.0 Inches
WalerDeplM1alSVeelGrown(oraiT�,K) acaavrv= OOlnches
� Reiio oi GWter Flow to�asign Row Eo= 0,389
Discharge ourside ihe Guver5action W.cametl in Seceon T, Q,= 1888 cls
O�charyewiNlnNeGWlerSetlionW „ 898c1s
o�sma�qe aen��a me am Fa�� ,.�.= o.00�r=
� SVeal Row Nraa A.= 3D8 sq fl
S�me�Plrnv Velociry� Y,- 8J4 ips
Wa�er Deplhloe Design Cwtlilion tl�.xq�= 8A inches
Grate AnaWsis ICalcula[etll
� Toial Leng�h of Inlel Grate OPening L` B
Ratio o�Grate Flow m Desi9n Flow Eor,w
Untler NoLlogging Contlitian
Pdinimum Velocity Where G2�e Spash Over Beqins !ps
� intercepucn Ra�e oi Fmntal Flow R�_
mterceptlon Rate of Sitle Row R,_
in�erceplionCapamty Q,= cls
Untler Clogging Contlition
� Giogging CcePocient(or Mul�ipla�unit Grate bi�ei Gra�eCoal=
Coggmg Facior for Mulupleunii Grate Inlot GraieCag=
Eflectrve(undpqgea)LengtM1 o(Multipleunit Grate Inlel L= It
l:Lnimum Velonry W1iere Gra�e 5pasn-Ovei Beyins = �ps
� epno �i I Fomal Fmw � �
�i tecepeo Ret ofSldaFlaw R -
�A t alln� epto Gapaciry �, N/N c!s �
�Gorry�OverFlaw=(]a-0.','. '�wai�_. - NlAcfs
� I(� ry r Sl Lf tl l I L OOen q A ly IC_I ilate�j
�� � �lerial y o L' �etl y lec 0962'Ufi �
.�!1 L �tl L ' La',e 1 I I r J i 15'�
Under No-Clogg�ing Contlition
EflecWe Leng�h o�CUN Opening or Sloned Inlet(minimum ol L L.) l= 1�00 tt
, I lecaptio Capeciry Q= 898cfs
U d rClogg gCondilion
I _3ing G� R� en� �-.__�_ �25
�a9ingF i � h.uf-�F- t_�o __ i,�ai � . . = OOfi
� N�ecwn Nncvogged)Leng�h L= 93B ft
Actual Interception Capacity �.- 8.49 cfs
Carry�Over Flow=pp�p�rp-0, �e= 1825 cfs
Su�
' Total Inlet Intameption Capaciry 0= B.d]cfs
Total Inlet Carry�Over Flow Qlow bypassmg�nle�l Oe= 102]cfs
CaPWrePercenta9e=0�0,= CX= Ji.]%
'•
' UD-InIet-DPt6-MAJORzIs,InletOnGratle SI2620�6,2D1PM
� INLET IN A SUMP OR SAG LOCATION
' Project= St.Vrain
Inlet 10= DPAte MAJOR Storm Type R Inlet
� p- __.La(CI__ --K
___ .____ _"
H-Gurb
H-VEtl —.--.—..—_—._.
_ _ _--- 'h' �
W ��o ��
W � ��
r _ - _--__
— ��o i�,
Dezi n Intorma ion In ut
, Type o(Inlet Type=CDOT Type R CUT Opening
LoralDepression�atltli�ionaltoconlinuousgulteraepression'a'(rom'0-Al1oW) a��= 3.OOinc�es
NumberoNnillnlets�G2leorCurbOpening) No= 3
Gratelntormatlon
� LenglM1 ot a Unit G21e Ib(G)= NIA(eel
WI4N a1 a Uni�G2te we= N/A feel
AreaOpaningRalioforaG2teQypiolvaluesols-09o) A„�= NIA
ClogginqFac�o�lo�a5ingleG2le(typicelvalue0b0) C�(GJ= N/A
' GrateWelrCoefllcien�(IyplcalvaWe3.�07 G„ (G)= N/H
GrateOdficaGoe((mianl(typicalvalue0.6]) Co(G)= N/A
Curb Opening Information
Lengih ata Untl Gurb Opening Le(C)= 5D0 feet
Heig�t oNaniwi GurO Opening In inches H,,,�= B 00 Incbes
� HBigM1�o�CurtOnfceThroa�lnlnc�es H��,�,�= 5.BSIncM1es
AngleotTM1ma�(saeU5�CMFigureST-5) IDe�a= (134tlegrees
SideWidtn(orDepressionPan(IypicallytM1agutterwitl0iof21eetf W�= 200feat
G�ogging Factorfora Singla Curb Opening(rypmai value 0 10) G(C)= O.ID
� CorbOpeningWeirCoeK¢ienlpqpicalvalue230300) C„IC)= 230
Cur�OpeningOnficeGoef6aenl(typmalydlue06]j C,lC)= OB]
Resultin Gutter Flow De th for Grate Inle�Ca acit a Sum
ClagBingCoeKcienlforMWi0leUni�s Coei= N/A
� CIo99ing Factortor PAWtiplc Units Goy= N;N
Gra[e As a Weir
Flo�ry DeptO at Loral Depressan rvnnoul Cloggir,g�G cis grate.121 cls cuN) 0,„= NrA mcnes
Tlns Row Use�forCom�maeon Inlets Only tla,�,,,= N/A Inchrs
� Plory Deplh at Local Depresson wilh CIOP9�ng(0 tls grale.P 1 tls m�b� tl„,= N/A Intlics
This Row Used brCombma�ion InIeL Only 4�„�i= N/A mcM1es
Grate As an Orifice
RowOepih ai Looi Depression vnNow Giog9;ng�0 cls grare.2)1 cis coro) tla= N/A incnes
� Flow�epN a!Locai�epresslon w�iM1 Gogging(0 tls gate.L�1 ds curb) do,= N�A�mcM1�
Resulting Gufle�Flow�epN Oulsitle of Local Depression d,,.c,.io= NIA incM1es
Resul(no GuVer Flow DeotM1 for Curb Open n01nie1 CaoaciN in a Sumo
ClegginpCoe(ficem(orAau�uoieUnits Cor�i= 13i
i-ggingPaao i Ihup:.0 i Qog= 0.04
Q basaW G t O f
� �Flo'v iJeG�� t Lo�el Depressi r N� t�LL��d�� ic�-a�e.:iP 1�fo_iir01 �„= 1 J 1?-nc�^�
� .-�oG�n i cl�rr..si ._ � :ve _. �_�._um� n_o— 1053.i .� . ��
� .�r � ! as n I i e _ e , ��� �
FI �u�h al L I I _si In � I � � te »1 M1^uinl 51 ��
� I �2G� . DPr ._ _ .g� � i,= �c �i
IRe5ultingGutlerFlow�epiM10u1si0eofLocalOepression tl�.�,,,�= 5.fi9incM1es
' R¢5Wtant Street Contlitions
ioielinleiLeqm �= 15D�cci
IlResul�ant GW�er Flow De 1� b tl an sM1eet O Allnw eo �
p 9 malry) 4= _ F69 inc��s I�
� IIResultan[SVoe�FlowSp�eatl�basedons�oelO�Allowgeomelry� T= iS6tee[
ResW[anlFlowDepNatMaxlmvmAllowaole5preatl �so=c•o= O.OOinch�
'
'•
' U�-Inlet-DPAtB-MAJOR xis,Inlet In Sump SA6/2006,933 AM
' INLET IN A SUMP OR SAG LOCATION
' Project= St.Vnin ��
Inlet ID= DPA19 MAJOR Srorm Type R Inlet
� �_�°(C)--K —"_— —'_ _ —_
H-Curb
H-vert
W
— WP �--
W
�
� Y _— —1
��o lG)
�esi nlnfo�matlon In W
� Type o!Inlet Type=COOTType R CuN Opening
LocalDe0re55ion�atltlilionalloconlinuousguVerOepression'3'hom'Q�AIIOW) a�a= 300inches
NumberolUni�Inlels�G2teorCvrbOpening) No= 1
Gratelnformatlon
' Leng�M1ofaUnitGrdie L,(G)= NIA(eet
Wi011tolaUnitGrate Wa= N/A�eel
Area Opening Ratio lor a Grale Qyp¢al values�.15-0.90� q„�- ry�q
Cloqqing Factor lor a Single G2te(lypical value 050) C�(G)= NIH
� G2teWeirCoeffcieNQypic2lvaWe3,00) C„ (G�= NIA
GraleOnficeCcefficieni�typicalvalue06]) Ce1G)= N/A
Cu`b Opening In(ormatlon
Lenglh ol a llnit Curb Opening Lo IC�= 5.00 feel
Neigt�t oNeniral CurO Openmg in Inches H,�,= 6.00 inches
� negnt ol curo onfice mroa�In mcnes Hu,a„= 59s Incnes
HngleofTM1roa��seeU50CMFigura5iS) IDeia= 6340egrees
Side Widin fo�Depression Pan pypicalty iM1e gutterwioth ol2 fee17 Wp= 2D0(eet
CloqgingFaclorlora5ingleCwbOOening(IypiolvaluaOID) Gr(C)= 0.10
� CuN Openlnq WeirCoeRicienl(rypical value 2]0�306� C„.C 230
I )_
CuN Openiog OnTw Coe(ficiem(ryprcal vaiue 0 6]) C,(C�= 0.6]
Resulfna Gutler Flow Deuth for Gra� Inl t C -ry- 5
GioggingCoel�ciemforMWupieUniv Cae1= NIA
� Go99mgPanoriorhtulti�leUniis Qo9= N/A
Grate As a W eir
How Depl�a�Local�ep255ion�hlpoul Cloyqinq(0 cfs g2ie.5 B cis rw�� Q„= N�A inc�es
Tbis kow Ucetl foe Com�inalion Inlels Only 0��,�„�= N(A Inch25
� Flnw Depin ai Local�eprossion wii�Glogging(�cls grain.5 9 cfs curb) n„,= NIA inchas
TlusRrnvUsedforComOinationlnleisOniy tl�„p�= NlAlnchos
Grale As an Orifice
Flow DeptM1 ul Local Oepressan wi�M10W Clogging(0 cfs graie.5 9 cis�u0� Oa= NIA mc�es
� Row Oepm at Loral�epmssion wah Giogging�0 cts A�ie.5�cls curb7 d„= WF Incnes
ResWting GuVer Flow Oepth Outsitle of Local Depression Q.�„�.= N/A inc�es
Resullin G V FI 0 �M1f C b0 I I C 'N' 5
dloupmqGaa��irien�br�fiJl:pleUni6 ��ef= 1p0
� ioqqingFa t fllipiaM�is log= 0.10
�C basaW v anOr'fce
� I �D?pi�at L�t'al J �.�nssU unRio��Clogq n.� � a ..: 9 15 i�upl il„- , 536 inrhes �
��Fn -ean at i��yrassio � n.Gog9ing p°. �a� 5.�,.,oml 0.,.= 55B mcM1es !
� �� e� 1 _sir � � ,s -
�IIr;IL 1 Il L(�;. ! ��(��'.iil��� 5�1 l�Fr..c
D pm.t� � s R ogrnu 3 . rl.� fi 6 iches
IR 11 ng G t�¢ Flo Depib O � tl f Local 0ep¢ss on � tl = 2 SB ' c�es I
, Resultant Streat Contlitions o
'otal Inlei Leng�h L= 50 lee�
".� . . ,.., , ��� � -...,, n .... „ _ i -�
IlRpsul�ant Gutler Flow�ep��(basatl on sM1ee�0 All qaom¢Iryl tl= 25B IncM1?s II
, IlResultani 51ree�Plow 5preatl jbase4 on sheet Q-Allow yeometry) T= 26 feat II
Resultant Flow Deplh at Maximum Al�owa�le SpreaE tl,�f�r' 0.04 inches
'
'•
' UD-InIe4DPA19-MAJOR.xIs,Inlet In Sump 5/1I2006,3:09 PM
' INLET IN A SUMP OR SAG LOCATION
' Prqect= � St.Vnin �
Inlet ID= DPA20MPJOR Storm Type R Inlet
� ' _�Lo(C)—�' —'.._—
� H-Curb
H-Vert �
—
W WP �
�
' '
<� �o lGl
Desi n Informatlon In u�
' Tyye of Iniet Type=CDOT Type R CurE Opening
�ocal0e0�ession(atltlitionalloconlinuousgutteraepression'a'hom'p-AIIOW) a�d= 3.OOinc�es
NumberofUnitlnlels(G2�eorCuNOpeninq) No= 1
Gra[eln/armalion
' Lengih of a Uni1 G21e Lo(G)= NIA feel
Widlho�aUni1G21e Wo- NlAtee�
Area Opaning Rafio for a G2�e(�ypl�al values 0.15-0 BO) A„�= NIN
CloggingFactorfora5ingleG2le(Iypiralvalue050) C��G)= NIA
' Gra�ewevCoeificien1�typicalvalue3,a07 C.„ (G)= N/A
Gra�e Ori�ce Coefiiciem pypical value O.fi]) Go(G)= NIA
Curp Opening In/ormation
LengthofallnilCUNOpeninq Lo(G)= SOOtee�
' He�Bh�ol Vortiral Curb Opening In IncM1es H„,�= 600 inUes
HeigM1tolCurbOnficeThroatlnlnches HN,.p�= 595incM1es
Hnqle oiil�ma�(see USOCM Fiyure ST�5) TM1ela= 834 Oegrees
SdeWi0�hlorDepressionPan(�yOi�IlythegotlerwidNof2feeU Wp= 200feB�
� Clogging Fadortora Single Corb Opaning(typiral value 0.10) Cr(C)= 0.10
�uroOpeningWeirGoeffioenlpypicalvaWe2303A0) G„(C�= 230
Cor�Openmg Onliw CceKmient(Npiral vaWe o G)7 Go(C)= 0 6]
ResWl na Gutler Flow�evtM1 tor Grate Inlet CaoaciN in a Sumo
ClaqqingCaePicen�torMW�i0leUni�5 Coe(= NIA
� CIo99in9FanortorMuliiVieUnrLs Cio9' N1A
Grate as a Weir
Flow Depin a�Local Depr�san wunout Qogging(4 qs grate,4 4 c!s cuN) 0„,= NIA Intlies
T�is How Used for Gombinauon Inlets Onty tlu,s„= N/A Intlies
� FowDepin at Local Depression wim Glogging�0 c(s qraiq 4A c!s curb) d„,= N/A mches
This Rnw Used forCombmaiion hnms Oniy tl��.pt,= N/A mcnes
Grate As an Orifce
Flow OepIL atto�l�eyresson w�lnoui Clogging(0 qs g2lo,4 4 cls curG) da= N/A In iies
� Flovi pep�M1 at Local Depression with Cloqging�0 tls grale,4A ds curb� tlo,= N/A'mcties
Resulting GWMr Flow Depth Ou[siEe o(Local Dep�ession tl,.o�.0= NIA inches
ResulCnq GuHer Flow Oealh for Curb Ooenino Inlet Caoacitv in a Sumo
cicoq,nq c�erc�rinr;c r>,aei�mc u�n= ..oNr= i ao
� ioqv�eF � r n� upmu i- cioa= o_io
�C bosaW 6alea5anOrfce
.p�M1 L ll L P.. �� I (I .lq � 1fBIC.4�Jc C'�Ni i. 4 G� nC�?c
�� InL,nin L c�e,�i tM1l�l ��^g. ��dln.i]cfsc�rt�) J,,.. 6b9�.rM1es ��
� I� i :,m i .e,s� i i i g,_, r ,iea a .r:�omi n = a w , �r��
'!cm � u ia9nyr i J � .sJcisc�m) '1�= a9 'snes
IResuit nq G ❑ Fl OepIM1 O �5 tl ol Local Depression tl = 1 59 Inc�es
, ResultanlS�reetConEM1ions "
Total in�et Len9th �= 50 leet
��R_ Itant GWterFlow DoptM1 I�a5nG on sM1ee�0 Allow geome�ryl �tl= 1 sa I�rnoz
IlResultanl5veet Flow Spread(basatl on shaat 0.Allow geometry) T= 1.3 feet II
' Resul�ant Flow Deplh a�Maximum Allowable Spread �eweno= �.�0 incM1es
'
�•
' UD-InIe4DPA20-MAJOR.xIs.Inlel In Sump SHI2006,3:09 PM
' INLET IN A SUMP OR SAG LOCATION
' Pro1�= . $6Vrain .. .
Inlet ID= DPA9 antl DPA10 MNOR Storm T R InIM
�---Lo(C)—,�
� H-Cur� .—___
H-Vert � �\—o--
WP \ �—
W ��
� �Gl �
Uesl n Ini rma an In ul
' Type o(Inlel Type=GDOT Type R CUN Opening
LocalOepression(atl0itionallocontinuousguUerdepression'a'tmm'p-AIIOW) aia�= 3.OOinc�es
NumberofUnlllnlats(GrataorCur00peninqJ No= 3
Grate Information
' LengOolaUnttGrale �o(G7= NlAteat
Witlih of a Unt�Gale We= N/A feet
AreaOpeningRalioforaGate�typicalvalues0.15-0.90) N„�„= N/A
QoggingFactorloraSlnqleGrale(Iypiralvalue0.5�) C��G)= N/A
� Gra�eWeirCoeifcieN(typicelvalue&00) C„ (G)= NIA
GraleOnYceCoefllclan�(Iypicalvalua06]) Ce1GJ= N/q
Curb Opaning In(ormation
Len9th o(a Unit CUN Opaning Le(C�= 5.00 feel
� HeigOt o(Vetlical Gurb Opaning In Incfies H,,,,= 600 IncYies
HeightofCur�Onficeibroalinincnes Hu�mi= 5.951ncl�as
nngle ofIDroat(see USDCM Figure ST-5) TM1eta= 63a tlegraes
SIOeWiOV�forDepressionPan(typicallyihegutierwi0:nof2feap WP= 2001ee1
' CloggingFactoriora5inplaCurtOpening�rypicaivaioaa.107 G(C�= 0.10
CuroOpeningWeirCaefiiaent(ryo��i�alue230340� G,�C)= 2.30
Curb Opening Onlw Coefliuent(rypi�ai value 0.8�) Ce fG)= 061
ResulCna Gu¢er Flow OeuM for Grate Inlet Caoazitv in a Sumo
ClogginBGoeKcientlorMUl�ipleUniis Goef= NIA
� CIo99ingFacmriorMUl�i�leUnils CIo9= WA
G�a�e As a Wei�
Flow�epih ai local Dopresson wirtiow Clogging(0 cfs giaie.2B2 c(s curo� d,„= NIA Incnes
Tltis Row Usetl forCombinalion InleLs Only d,,,,�,.= NIA Inc�es
� Flow DepiM1 ai Loral Depression anm Clogging(0 ds yroie,292 cis curb) d,,,= NIA Inches
This Row UseO(or Gomninaiion mlel Onry na,��i' N/A Inches
Grate As an Orifce
Flpw Oep�h al Local Depresson wtlhoW Qogging(U ds g2�e,292 cis curb) do= NIA inches
� Flow DopOt al Local Depmssion wil�CIOA9ing�0 c1s grale,29 2 cis cur�) da�= NIA Incl�es
ResWtinq G Wter Flow Deplh Outside of Local Depression d,.o,,,,= N/A incM1es
R I[ G V FI D (M1f C b0 en'� I I �C 't S
ClaaqlnoCoefficianUaratWpoieUrv,�s Coel= 131
� �CloggingFaclorforMvitpieU 6 Clog- �.04
C basaWarG2teasan0 �ce
�Ro�iDeo�rztLo�aiDr�r=ss .�nao�Claqqng -��ar�m_2�. ...cum� n„= 10�a�mcnes
��Fl ��eptf ai�o ai L nress �I U _gmg it fs�a.e, 2.I.� iN1 tl„= �1 06 Inches
� r o s.i � f _s C i .a.� ._ .�,.. , . - ���
�Fi nr i i i r � 9 �'c^s
Flo =ptn t � a v u � � ..��y ��i CLC �i bi tl-�= 966�ncbes
Resulfng Gutler Flow�ept�Outsitle of Local�epresslon tla.an= 6.66 inches
' ResulUnt Sheet Contlltions
Total Inlet Lengih L= 16A fea�
T 121�-N•� _- _'-� -
.��Resultant G tl r Flow�eo�h.b d ��eet O-All Qeometrvl �fiB�-��__ '
' qmn .g 6IIResultant St e t Flow SpreaG(basad she �0 Allow geome�ry) T 19 6 fee� I
Resullan�Flo Dep�h a[Ma 'mum Al�owable Spreaa d aAena 000 incM1es I)
� �,�n93 � _ .,�., ..n e .�'iJC ...y ,.dllavii
W ing6 Flo sprea��sg ��r na�lhol6Odfcetallo.vep(a NOMINORSTORM1i s.cs�eei �Nllow')
'•
, UD-InIet-OPA10 8 A9 MAJOR xls,Inlet In Sump 5/1I2006,3:18 PM
� INLET IN A SUMP OR SAG LOCATION
' Project= SL Vtaln
Inlet ID= DPAi1 and DPAt2 MNOR Storm Tvpe R I I t
''w� � ���(C) —T
� � H-Curb ..__ __ _—_..
�. '� H-Veh _- -t _ _-__ .__
� \ � —
� -_
W —-___
\\ — -
' � � — —'
�-��`LolGl
Desi n Information In ut
' Type af Inlel TyOe=C�OT Tyye R CON Op2ning
LocalOepression�a0�itionallocontinuousgullerdepression'a'�rom'O-AIIOW) ai��= 3001ncM1es
NumberoNnillnlei5�GrateorCurDOpening� No= 2
Gratelniormation
� Langt�ot a Uni�G2ta I.a(G)= NIA�ae�
Wi0inolaUnilG2le Wo= N/Ateel
Nrea Opemng Ratio(Ora Gra�e(lypical values 0 15-0.80) q,.,e= NIA
CloggingFactor(oraSngleGale�rypicalvalue050) Gr(G)= NIA
' Gra�eWeirCoe�(iaem(rypicalvalue300) C., �G�= NiA
GrdteOrificeCoafiiaent�typicalvalue08�7 Co1G�= NiA
Curb Opening Intormation
�engih of a llnit Cur�OOening Lo IC)= 500 leel
� Heignl of vetlical Gu�Opening in Intlres H,�,�= B 00 invYips
Heigbl of Curp Onfice Tlimat In Inclies H,,.�,i 595 mcM1es
Angle or TM1roai�see US�CM Flgure 51�5� Theta= 63 a Oegrees
SldeWitlt�lorDepmssonVan(�ryit�ally��equverm[l�ho�2�eo�) Wp= p.00feet
GI ggingP clo fo a5 gleG rt�00en��q�ryPica�value0.10) (.(C�= 0.10
� �rbOFen gVe COEH�onnipypcal alue230-300� C..iC�= 230
' rbOpcn gOf[ �: �flb t�tpcl��alue0fiP1 '. )= OB]
ResWtin Gutter Fiow De N for Grate Inlet Ca acit in a Sum
Glogging Coetficien��or Mulliple Unns �oe�- N�q
� CloggingFactorfornnWupleUniis Gioy= N/A
• Grate As a Wair
Row DeG�I�at Lowl Depressiun rninou�Go99ing�0 tls pram,11.a cfs curb) n„- NIA incnes
IDis Rovi Used�orComOmaeon'�niels Only r1�„d�,= NIA mcl�es
� Fow pepip at Loral Dep�ewon wi0i Clogging(0 cfc grate,12 a cfs curb� o,,,= NIA meM1es
TM1ISRowUsea(orCommnauonimeisGnn� rl,,,p�i- N/A�ncnes
Gra�e As an Orifce
Fbw pep�h ai Locai Depression wimow Ciogginy�0 cfs yrate,12 a cis cuN) oo= N�A mcnes
� Flow Depl�at Local�epression wnh Clogging(0 ris g2te.12 4 c(s cuNl rL,= NIA mcM1es
Resutling Gutter Flow Dept�Ou�sltle of Local Dep�esslon �,.;,,�a NIA inches
Resultin G ❑ Fl D iM1 1 C b O I �C N- S
aoea���G ca�r��;em r„^.m.��.xrn�u�,n= ..,,..,- i 25
� �� 999Fa � t P1upi_Ui i � - 006 �
C b saW G � O f
��F .�.C�n i� a �.ore.se i r.i�ugcii rf=aram.2A _scnrol ,__ 6ae �cres
��1 ��r.�m l f _..n otl- irv�y.:0 sy;aiei2a[fscurCl �1,,,-_ 6fiBumnes
�:__, ._,s�n o�n��c� �
� I� �ronm i i[ << r � a .)a r.rn.r_i � = F r.,. ,
�vn � ,. i i �� ,�., . „ ..i���rs mi i..- �ci .ne.
IResulting GuVer Flow Dep�n 0 Is-E f Local Depresslon o = ]68 -nc�as
ee �
� nt Straet ConEiHons
Res paet LenglM1
100 leel
oia in
. �.. �_ . .. - ...-. ., ..,. . ..-i�. ...�
I�Resultanl Gutler Flow�eplM1 b tl on sM1eet O All geome�ryi �.f= 159 ����n�=
' ResWtanl5lree�Flow Spread��asetl on s�ee�O�Allow geomelry) T- ].2�eet I
IlResultamFlowDepNa�MazimomAllowable5preatl tl.�„-r OOOincM1es 'I
,
�•
, UD-In1e4DPAti8Al2MAJOR.xIs,InIe11n5ump 51i6/2006,W92AM
r
INLET IN A SUMP OR SAG LOCATION
' Projecl= St.Vrain
Inlet ID= DPB20 MAJOR 5[ortn Type R 1 I t
� * Lo(CI—�' . .
. W - _
__. - ._
�C b i
H-Vetl
��WP
.WP \YY— --�
' — —�-__ ___ __
+-�Lo lG)
Dasi n Informatlon In ut
' Type o(Inle� Type=CDOT Type R CUN Opening
LowlDepression�atltlitionaltoconlinuousgW�ertlepression'a'(mm'p-Allow') a�a= 300inches
NumberoNnitlnlels�Gra�eorCuro00eninB) No= 2
Gra1e In(ormation
, LengmofaUnnGrate LofG�= N/A(eet
Wi4l�ofaUnil6r2�e We= N/Nfeel
Area Openmg Ra�io�ora G2�e Qypical values 0.15-09pj q �= N�q
QogBing Fac�or fora Sinqle Grate pypical value 0.50) C�(G)= NIA
� G2�eWeirCoetficient(Iypi�Ivalue300) C„ (G)= N/A
Grate Onfice CoeK¢ieni pypical value 0.6�7 Go(G)= NlA
Curb Opening Informalion
LengUolaUni�CUNOponing Le(C)= SWfeot
Heigni of ve�oal Cura Opening In In�es H,�„= 8.00 incties
� HoigM1lofGur00n�ceIDroailnlnc�ec H��,om- 5.951nc�?s
Anqleofihroal(seeUS�CMPigureST-5) Theta= 6340e9ree�
Si4eWitlNlor�e0ressionPan(rypicelryi�egWierwitlNot2feep wp= 2-0Ofee�
Clogging Facmrtora Singie CUA Opening(rypiral value 0_ID7 Cr fC)= O.ID
� CvrtOpeningWc-irCoeffcient(ty0��a�value230-3.00) CW(C)= 23U
Curo Opening On��e Coeffiorni pvpicai value�6]) Go IGJ= 0.6�
ResWtin G V Fl � t�f G I I iC 'N' 5
G�oggmgCaelficieniforMulop�eUnns Coe(= Wq
� QoggmgFacmrbrMWiipleUniis Clog= NIA
• Grate As a Weir
Flow Depm at i_o�ai Deprv_ssion rnp�ow C:ngging(0 c(s grate,15 efs curb� 0„,= N/A mnie�
This Row UseO�or Goinbma�ion Inlels Only 0�„�.,,,= N/A IncM1es
� FlowpepN ai Locai Deprecsionwnp Cioyging�0 cfs gra�e,15 r,fs cuN) dW.- N/A inUes
ThisHowJwtlforCombinationlnielOniy tl�,,,�,= wqincM1es
Gra�e As an Orilre
FlowpepN at Loal Depresson wiihoul Clogging(0 c(5 grate.15 cfs curb) 0v= N(A inclips
� Flow Depin a�Local Depresson wiih Qogging(0 cfs grate,15 c�s eur�) d�,- NiA�inclms
Resulting Gutter Flow DeptM1 Outsitle of Local Oepression 4.c,.0= NIA Inc�es
Resul�in G It Fl 0 ibf C �O I tC '1 ' 5
CloqgmgGorYrientfn;nlullideUmK C�?f' i?5
� ' � Clo9= G oa
IqqGFal � 111feU
C b W G t an 0 f
irv��,pV�.+ J �., �ingl0.Lgrate.l5cfscu-bl c„- � �: r , ��
��FI L [ '_ � i i . n i i'_ i � t -f- m) J .= i s ��
' L _n f rcc�i ( [ � . .. .: I
� o ,:i ,�r r iP isn a,m� F �
� � F�n l J .,� ' �ar��0 s93��. ,clsu0l J„,= b�nu.uiu
Resul�ing Gul�er Flow Dep��Ou�5iGe of Local Depression tl = 8- M1 I
� Resultant Sf et Contl Ilons ,
Toiai iniet Le gN L= 100 tae�
IIRBsultdn�Gu��BI Flow�Pp�M1(b 4 onSFepl�Allow geomP�ry1 r1= d�59 �in•noc �
tIResollaNFlowDept��PMaamomAllowableSpreatlW9eomelry) tlY4 �= OUOrne�
,
,•
' UD-In�e6819 8 820 MAJOR xis,Inlet In Sump 5/162006,9:43 AM
'
, Collection Capacity of Horizontal Orifice (Inlet Control)
� Project: ST. VRAIN
Basin ID: TYPE C INLET DPB7
' circttlar hox
�Pe��s apening area
� �
str�ucture Perimeter �� pemneter
flav - }�y
' _.,�-^»�C, . : _ �,i.
Culvert Culvert
Desiqn Information llnput):
' Circular Opening: Diameter Dia. = ft.
OR
Rectangular Opening: Width W = 2.92 ft.
Height H = 2.92 ft.
' Percentage of Open Area After Trash Rack Reduction °/a open= 75.00 %
Orifice Coefficient Co= 0.67
' Weir Coefficient Cw= 3.00
Orifice Elevation Eo= 0.00 ft.
� Calculation of Collection Canacitv:
Net Opening Area (after Trash Rack Reduction) A0= 6.39 sq.ft.
Perimeter as Weir Lengih Lv,= 11.68 ft.
Fnter water surtac2 elevations in ascentling ordcr.
� Water Weir Orifice Collection
Surface Flow Flow Capacity
Elevation cfs cfs cfs
� ft
(in7ut) �outpu[) foli!¢ut) (out};ut)
.-.� 0.00 0.00 0.00 0.00
, 0.10 1.11 10.87 1.11
0.20 3.13 15.38 3.13
0.30 5J6 18.83 576
0.40 8.86 2175 8.86
' 0.50 12.39 24.31 12.39
0.60 1629 26.63 16.29
0.70 20.52 28.77 20.52
' 0.80 25.07 30.75 25.07
0.84. 2720 31.60 2Z20
I n q3 'ii 2n ��.na ��2�
' 1.00 35.04 34.38 34.38
�
1•
TYPE C DPB7.xls, Horizontal Or 5/16/2006, 10:05 AM
'
' INLET IN A SUMP OR SAG LOCATION
' Prolect= , SLVraln .. .
Inlet ID— . DP7A antl[SPBti2 MAJOR Storm 7ype R Inlei
� �—Lo(C)—X _ _
H-Curb
H-Vert
� —
W
WP ��—
� Lo l��
Oesian In}ormation flnou[I
' Type of Inlet Typ¢=C�OT Tyye R Curb Opening
LocalDepre9slon(atld6onalloconllnuousgultertlapresslon'a'from'Q-HIIOW) aiay= 3,OOIncM1es
NumberofUnitlnle�s(GrateorCurbOpening) No= 3
Grata Informa�ion
t L2ngIM1 o(2 Unll G2�e Lo(G)= N/A feet
WidiM1ofaUnitG2�e Wo= NIA(eet
Area Opening Ratio fora G2te(�ypical values 0.15-0.9�) A„��e= N/A
CloggingFamor(ora5inglaGateQyplcalvalue0.50) C�(G)= N/A
� GraleWeirCoeKciant((yplwlvalue300) G.„ �G�= NIA
Grate Onfice Goe(ficiem(typical value 0.W) Go(G)= NIA
Cmb Opening Informa�lon
Lengtho(aUnitCurbOpening Lo1C)= SOOfee�
HeigM1t of Vertiwl Gurb Opming in Inclias H,�,= 6 00 incM1es
' Haight of Curb Ori(ice Thmal ln Inc�es Hm��= 5.86 Indics
Angln of TM1mat(see USDGM Flgum ST5) Tpeta= 834 tlegrees
Sidew�QUtorOepressionPzn(typicaltytnegulterwitlt�of2feet) Wo= 200taet
CloggingFacmrloraSingieCurbOpemngpypirclralue0.10) C.(C)= 0_10
� CurbOpeningWeirCoePocient(rypkalvalue230.9D0) C,,.(C)= 230
CuNOpeninyOn�iceCceflpenlllvpi2lvalueOG]� C„(C�= O.6J
ResulC G u FI D ihf G t I I tC 'N' 5
GoggingCoefOciemlorMuuipleUnlis Coei= N/A
� QogginaPadorforMUllipleUnils Qog= N/A
• GrateAsaWeir
FiowOepmatLocaiDepres_ionwit�outClogging;Ucfsgraie,33.Etlscurh) 0.,,,= NIAInc9es
This Row Useo�or Gonib!nation Inle�s Only �a.���= NIA Inc�es
� Row DepIM1 at Local Depression wi10 Gloyginy(0 tls gra�e,33.8 cfs cu2) d„.a= N/A IncM1os
TM1Is Row Usea for Goin�inalion Inlels Only o�,.�,.= wA incM1es
Gra�eAs an O�ifce
Flo�.v puob'i al La�l Oepression�n��oW Clogging��c�s 8��,33.6 cfs curb) tla= N/A Intlms'
' Flow DeOil�at Loal�eprassion with Qoggmg(0 cts gate.336 c�s wrb� do,= NIA Inc�es
Re5Wting G W�er Flow Oeplh ONsitle ot Local Depression Q.o.,�.= NIA inches
Fesultina Gutler Flow Deolh for Cu�b Ooen'nq Inlet Caoac'N'n a Sumo
Clogging Coef(inenl fo�Mul�iole Units Coef= 1 31
� I'J� yPa t �_ P��.tGie W is Glag= 0.�4
CurEasaWe G t an0 fw
R � Opm �Lca' sUessio wi��ootQoyyin9(OClsyatn.33.6r,IscurO� 0„= 11]9mc�es
� ..,... i ..r_.... I ,�, ,� s�aebov��s�wo� n„,= i2�5�i n�s
� b an O ! f t Q � . _ ,
C ptM1 L I L yr,ns�� I i ,yy. y�l f y � .33 fi fs cum� 0>= 11.13�nc�es
�c; s� �i'. .,� d i�ch.ur0i : . 1193.i..�es
IResul�ing Gufter Flow DepiM1 Oulsitle of Lo<al Oepression tl,.�„p= 8.9J incM1es
' Resultanl Sheel Contlitions
TotallnletLengt� L= 16dteet
Tolal Inle�Inlertep�ion Capacity(Desip:t Di5CM1arge hom Q�Peak) 0,= 33.8 c6
..ai, :e�lResultan�GW�er Flow OepN(basetl on s�ee�0-Allow geometry) tl= 8.9]inches II
. i,Ilneam�am biree�rlow 3preao�oasea on snee�Q-auow geomevy� T= 21A feet>T-Max II
' Resultant Flow Dept�a�Maximom Allowabla Spreatl tlsraseo= 0./8 inchas
� Waialnn S GUtl4rllova pep�M1 Is grcatortban Iho 6 incbosallowe0 for iha MINOR STORM�sm shec�'p-Pliow'1
waming o�.Row spreao excsetls maximum sVeet crown distance. Flow deplM1 at crown Is�.5 incM1e5.
'•
, UD-InIeF81d 8 B12 MAJOR.xIs,inlet In Sump 8/8/2006,9:34 AM
' INLET IN A SUMP OR SAG LOCATION
' Prqect ' sr.{lrain�. ...
InIetID- � DP82antlDP85.2 MAJ6RStormTypBRlnlet
�La(C�—r
� i H-Curb i
' * ' H-Varl ---
WP
�
W
�
� �o l�l
Deslanln/ormallonllnoutl
' Type ot Inlet iype=CDOT Type R Curo Opening
LowlOepression�adtli�ionaltocon�inuausgu�terdepression'a'hom'p-AIIOW) a��= 300incnes
NumberotUni�Inlels�GateorCuroOpening) No= 3
Grale In/ormation
' �angihofaUnilGrate �o(G)= NlAfeel
WitltnofaunitGrate Wo= NlHleet
Area Opening Ratlo(ora Grala(typiwl valuas O.1S0.9�) A„�= N/A
Clogging Factor(or a Single Grate(typical value Q50) C�(G)= N/A
62teWalrCoafficient(typicalvalue3007 G„ (G)= NIA
� G2�e Onfi[e COeRciBN QypiC31 v21ue 0 6]J Co(G)= N/A
Curb Opening Information
Lenglh oY a Unit Curp Opening La(G)= 5.00 feet
HeigbtoNenicalCurbOpeningtnlnchcs H.�,�= 8001nciies
� He�gM1tofCuroOn�winmailnlncM1es H„,�„= 5.951ncnes
AngieoiTl�mat(seel150CMFigureST5) ihe�a= fi3,adeBrees
9tleWi0tnlorpepressonvanryyprtaliytneguiterwidU�o(2(eeq wo= 2001ee�
GioggingFacmrforaSingieCurpOpemng(rypi�alvalue0.1�) GfG)= 010
� CuroOoeningWeirGoeKicient(�ypiralvaloe290-300) C.(C)= 2.30
ar000e���„yo�:r��coem��e„�i;,v��,i�m=os�� co�c�= o.e�
Resuitino GUVer Flow Oeot�Por Grate Inlet CaoaciN in a Samo
Clagg:ngConfllciemiorM1tuuipi;llnits Coef= N/A
� CIo99in9 Facto�fo�MUI�iPIe Unils Glog= N/A
Grate As a Weir
Flcw De0'��a�lorai Depresson witM1OW Gioggmg(0 cfs grate.34 6 cfs cur�) C„,= N/A InUes
Th�sRowUsca�nrCombinaLonlnleisOnly tl.,,d,,,,= N/Aincnns
� Flow Depin at LovalOepressionwiih Glogging�0 efs yrate.3a 8 cfs curo) �i.„,= WA Incnes
This Row Usea lor Comomaiion Inieis Only a.,.,�i= N/A Inches
Grate As an Orifce
Flow OepN al Local Dep�ess�on�m:Gow Clogying(0 c(s g21e,3a b cfs mro7 Ow= N/A inclies
� Flow0e0��atLocaiDeD�essonwimCloggiog�Ochgrate.3a.8cfscurb) tl�,= N/Alncbos
Resul�ing Gutter Flow DepIM1 OuKiCe of Local�epresslon d.m.0= NIA inches
Resultina Gutter Flow Oeo1M1 for Curp Ooenino Inlet CaoaciN in a Sump
ClogginyCoeH�oen�brMUllio�eUniB Co?(= 131
� U y,ingF i i i,�•u i� Ciog= 0.04
IC �basaWe G�aleasanOnfce
�FI J�pt� � iL V"�' � � i9y V � g �e,3a.� .scurbl f„- 12D2 cnFs
��n u - � l�. e �6ei v� . - �G '� n�� ��
� �f ti r 0 I' t �s O P � �. .,..,. . = ni..
�H m ILp - tl � �y�:ryC 1 � .34f scwb) 0�= 11fi0 �es �
I� �r�.c�., �Y � �.fi Y 1,.48�
Resulting GUVer Flow Oept�Ou�side of Local Oepresslon tle�,,.d= eA8 incM1es
Resullant S�reet Contllllons
' TolallnletLengN �_ � � i5Afeat
TolallnleilnterwpnonCaoaotvlDesqnDsc�a�ofrom0-Pesk1 Q= 346C
""." ' 'llResultant Guner Flow DepIM1(basetl on sheet Q-Allow geome�ry� tl= 9.90 inches
� ftesunam bnea�Flow Spreao�oasea on snee�0-A�low geome�ry� T= Y].0 lee��T�Max I
' ] IlResultant Flow Depl�at Maximum Allowable SpreaE dsme.o= 1.08 inches I
� Na�i�in�5 i� I "i14p�� I e.1'����rn t .fi rpns allor_U for�ryc MI�10R STf�RM"co.�'ct O Mlo.v'�
wa ning 5.Fl sp etl oxc a . �st 1 mwn tllsta ce Flow�optn 1 r �s 1.1 nches.
'•
' UD-InIe4B2&852 MAJ0R nls,Inlel In Sump B!8/2006,9:34 AM
' INLET IN A SUMP OR SAG LOCATION
' Pmject= SLVrain
Inlet ID= DP827 MNOR Stonn Type R Inlet
� 4—La(C) —r
, '_ "'
' � H-Curb I. �—..."_— _..-_
H-Vetl —
_ � � „� _ _
\
Wp �-W �
�
� — —���
�Lo lGl
Desi nlnfarmatlon In ut
' Type ol Inlel Type=C�OT Type R CUN Openin9
LocalDepresson�a0011ionalloconlinuousgWterOepression'a'fmm'p-NIIOW) a�a= 3.00mches
NumberolUnillnlels(Ga�aorGUNOpamng) No= 2
Grate In(ormation
� lengino(atInllGrate Le(G)= N/A(eei
Widlh of a Unit Grate wo= N/A feet
Area Opening Ralio fora Gtale QypiCal values 0 15-0.90) N„no= NIA
Clogging Fac�oriora Single Gale(typifal value�b0� C�(G)= NIA
' GateWeirCoe%ciem�typinivalue3D0) C.„ (G)= WA
Grate Orifice Goefficient(typical value 0 8�J Co(G)= N/N
Curb Opening Infmma�ion
LengiM1olaUnitCurpOpening LoIC�= 500feet
� Neignt oNenmai CuN Openlnq In Inches H,,,,= BD0 inches
Hoio�l of Curb Onfi:z TNoa�in Inches Hm,�,; 595 mcl�es
Angle oliM1ma��see USDCM F�igure SLS) Tneia= 83 a Oegreas
Si�e Wiaih for Depressrun can(NP���ty ma gut�erwia�p o12(eep Wp= 2 O0 leei
Clogging Fac�orfora S�ngle GuN Opemng(rypical valua O.ID� Gi(Cf= O.tO
� CuNOpeningWeirCnaRiaen��iypicaiveWe230-300� C„fG1= 2.30
CuroOpenmgOniiceCoaffiGen�pyp¢aivaWe0.G/) ;Q= 0.G]
R If G V FI D IM1( G 1 I 1 tC 'N' 5
Clogging Caeffiaant IorMuliipie Uniis Caef= NrA
� GiogginyFaciorforMWtipleUni5 Clog= NIA
• GrataAsaWeir
Row Depm a��ocal Depression¢11M1OW Cloqginq(0 ds g2�e.15�c(s curb) tl„,= N/A Inr.hes
TtilsRowUsetl�orCombinationlnle6Only �1a,e.�= N/AlncM1es
� Ro�r�epN ai Lorai�opression wim Gogging��cls gra�e,15]cfs curb� a„,= Nia mcnFs
m�s ao���usen[o�Comninaoun imai onty a-,,,,= wn�n
Grate As an On9ce
Row Depi�al Loral Deprassion rn�0out GlogBinq(0 cfs grate,15]cfs cur�) �= NrA incM1es
� Rnw�epih ai local pe0ression vnlh Qogging(0 c�s q21e,15.1 cls cuN) �„= N/A IncM1cs
Resulting GUVer Flow OepiM1 OUKItle o�Local Dapression E., = NIA incM1es
Resultinq Gutler Flow Deo�M1 tor Cur�Ooenino Inlet Caoac lv�n a Sumo
QogGing Coe�(inen�lo�^Aul�iple UniLs �nc�= 1 p�
� y9mgFa o i.. P1uRpieUn�s Cloq= 006
�C basaW G 1 anOFce
�Flo'�D?O�ha L� IPeoessrn �Ih '�IGlogy.no U Kgnlql'];'k¢rDl 0_,= 'c8 r.._ �
�� im�Cr,pu�. � .� Jenressio mGo9nngi.f.-cis9raie.�s�clscwbi ,„._ �82 �.� ��
� t c � t _:o � �J ,a= �
�Fi n_ni t i i m t I �. n f � 1 f avn� q, aN
'.'ld V _IC ll uS� �� lJ 1 :�� ��I iJ
�IResmt nq Gulter Flow oepN outs ae or Local oepression a,L,,,p a e3 nes j
� ResWtant5treetContlrtions. .. .r . ,_ - .-.
To�al InletLe gt� L= 10D feet
ml:.
��Resullan�Gu��er Flow Dep�M1�basetl on sM1ce�O�Allow gmmetry) q= d.P2 �mc!.es
. . . __._ _._
' IleesWtant Street Flow Sp�ead(basetl on sneet Q�Allow geometry) 7= ��.g �ee��
I�ResvltaNFlowDepiM1a�MaximumAllowable5preatl tlmt:c= O.QOincbes
�
'•
' UD-In1e482t 8 B22 MAJOR.xIs,Inlel In Sump 5/i6/2006,i¢59 AM
' INLET IN A SUMP OR SAG LOCATION
, Prqect= St.Vrain
Inle[ID= DPB22 MAJOR S�oml Type R Inlet
• `—_— _"�LoICI—i
, � H-Curb � . __. _____
H-Vart i �
—w
Wp ���� � �
W \ _ _'__
' — - t- Lo l���
Desion Information IlnouO
� Type ol Inle� Type=CDOT Type R Curb Opening
LocalDepression(atltlitionaltoconLnuousguUerdepression'a'fmm'O-AIIOW) a��= 3.OOinches
NumberofUnttlnlels(G2teorCurUOpening) No= 2
Grata Inbrmalion
' Leng�h ot a Uott G2te Lo(G)= N/A feet
Wiatn of a Unil G21e wa= NIA feel
Area Opening Ratio fora Grate�typical values 0_15-0.807 A„�a= N/A
GloggingFactorioraSingle6rate(typica�value050) C�(G)= WA
� GateWeirCoeRicient(Iypiqlvalue300) C„ IG)= NIA
GrateOn�caCoaKmienl(Iypiralvalue0.6]) Co1G)= N/A
Curb Opening Infmmation
Lenglh oi a Uni�GUN Opening Le(C)= 5.00 feet
' HelqM1tofVenicalCurbOpeninglnlnches M,n�= flW Inenes
Ho�yM1to(CurbOnfceTmoatlnlnches HN.o„= 5951nches
Angle oi➢iroat(sae US�GM Figure ST-5) Tne�a= 83 a oegrees
SitleWiOihforDepressionPan(lyplcallyl�egut�e�wialhoi2feep We- 200feet
GoggingFacmriora5ingleCurbOpening(typicaivaWeOID� C�(C)= �.10
� GuNOpemngWevGoeRmienl�rypicalvahie230-300� G„�C)= 230
cur�openiny O'iiice Goelfioleni(rypic.i awe 0 6)� Ga[C)= O.G!
ResWtin Gutler Flow De th for Grate Inlet Ca a a Sum
GaggingGoeKmientiorMUltipleUnits Coet= N/A
� Clogging Factorlor Mulii0le UniL Clog�
• Grate As a Weir
,9ovi Depin a��ocai Depmsson wi�M1out Cloqgmg(0 c's graie,t2 2 cvs curoi o„i= N/A Incbes
TM1is Row Usetl�orCambination Inle�s Only tla,e,,.= NIA Inches
� Flow DepN ai Locai�upression wilh Qoggmg�0 cfs r�rate.�2 2 cts wNl tl„.,= N/A incM1es
ThisRowllsetl�orCombinationlnle60nly tl,,,,�.�i= N/AincM1as
Grate As an Orilw
Flow pepi�al Local Depression wit�om Gogging(0 c(s y�ale.122 ds our�) dp= Nlq Inches
� Flow�apm at�ocal Depression xnih Gloggmg(0 cfs grate,1?2 cfs r.vro) tl�,= WA Inc�es
ReaWtingGutlerFlowDeplM1OutsitleofLocal�epression tl,_�„re= NlAinches
Resul'nq Gotlm Flow DeO�h for Cmb Openlno Inlet CaoaciN in a Sumo
Gogg�npCoeKiops�(orA+ul�ipleUls Coe�= 126
� I gy.igFpcl k M11 IiploU � Clog 006
C h sa W 6 t a an0 fce
�R . LeptF �� c'�IDepreccion�iNoitClopprnol0 Isorab.l"t[��.^.idil , 641 mcn?s
� f yc i � � _ VC p y ' � 1 t ,', I� cl - 661 n�s ��
� . n � ,s�o � _cc ,.i_.i .
���i � ort i r in �ri , = t^9 1_- n �nn=
� yR-. L �fl„ L - "Jb �V � � = sL ncnes
IResul�ing GULLer Flow Oapth Ou�sitle ot Local Depression tl..wm= 3.6t Inc�es
� ResN�an�SVeelConEtions
To�allnlslL glh L= 100�co�
i�.i,� . . . . _�a�i� �,. �.._M1a, n, ... ,. _ .o O
�IResullant Gulter Flow�ept�@nsea on 5M1oe�Q-Allow geomehyl G= 3�61 Inc�es
' Resul�ant SM1ee�Flow Spread�based on sbec�Q�Allow geometry� T= � 6.8 feet .I
IResul�antFlowDep�M1atMaxlmumAllowa�leSpread tl��,�= Q.O�Inches �
'
' •
' UD-Inlet-822MAJORxIs.InIe11n5ump SI16I2006,1t00AM
� W LET IN A SUMP OR SAG LOGATION
' Prol�t— � . SLVrain .'�.
Inlet ID— DPB24 antl DP69 MAJOR Stortn T R In�M
• �Lo(C)�
' H-Curb ____
H-Vert
W —
Wp
W
' _ �Lo l��
Desi n Informatlon In ut
' type af Inlel Type=CDOT Type R Curb Opening
Lowl�epression�a001tionallocontinuousgunertlepression'a'�mm'Q-FIIOW) a�a= 3.OOinches
Number of Unit Inlets(G2�e arCurt Opening) Na= 2
Gnte Information
' Length ofe UN�Grd�e Lo(G)= NIA fael
WitllM1ofaUnilGrate Wp= N/Afeet
A�eaOpeningRaGofo�aGra�eQypicalvalucs0.15-0.BO) q���b= NIA
CloggingFactor(ora5ingleGate(typicalvalue0.50) C�(G)= NIA
' G2�eWairGoeKcien�Qyplcalvalue3.00) C„ �6)= NlA
G2te0rifceCoefficient(typicalvalue0.6]7 Co(G)= NIA
Curb Opening Information
lenglM1ofaUni�CurbOpenin9 Lo(C)= S.OOfee�
HeigM1tolVentcalCur�Openinginlnches H,,,,�= 6-OOlnches
' HelgM1toiCur�OnficeT�matinlncM1es H��,w,= S.BSincM1es
Angieofihmat�eeeUSDCMFigureSis) Tlieia= 63,4tlegress
Si�e W l[IR��or Dep�ession Pan(�ypically Ne gul�e�witlN of 2 honQ Wp= 2.W fee�
Giogging Faclortor a Sing�e Curb Openmg(rypical vaiue 0.10� Cr(C7' 0.10
� GuroOpeningWeirCceKclent(rypicaivalue2303�0� C„(C�= 230
GurbOpeningOrificeCoe(Goent(:�P�caivaiue0t'i-/) C„�C�= OB)
Resvltin Gutter Flow Oe iM1 b�Grate Iniet W acit in a Sum
Clag9ingGoeKciemtorMUltipleUni�s Cae(= N/A
� Qo99ingFac�ortorMWfiPlsUnits CIo9= N/A
Grate As a Weir
Row DepiM1 at Local Depression wiihoW Giogg�ng(0 ds gra!e,P cfs curb) d„= NIA�ncM1es
Ths Row Usetl forCombinalion Inlels Only q„�p,,,= NIA intl�es
� Row Dep�n ai Local Depmsson�mm Giogging�0 cfs gaie.1]cfs wr0� u,.a= NIA mches
This Row Usetl torCombioation Inlets Only tla,�= NIA InUes
Grate As an Orifce
Row DepVi a�Local Depression wtlM1oul Clogginy(0 Cs grale.1]cls mm) Cq= N/A IncM1es
' Flow Deplh at Local Depresslan witn Qogging(0 cfs gra�e.P cfs curb) de,= NIA Inches
Re5Wting Gutter Flow Oap�M1 OWsitle ol Local�epression tl,t.,�.= NIA incM1es
Resultinq Gutler Flow Depih for Curb Openino inlet Capazitv in a Sumo
CloqqinqCaeflicignl�orMUIGplellnlLc Goe1= 125
� I aa'�F t i I i,pi U � (.lag- OD6
CubasaW G t Of
R x DemM1 L w �eU�ss� �nci i GIo9q�n�(J -I'9iait.R cls cwb) 0..,- Z99 inclies
�.Lfl L V ' ]] �]��. � ��5 .�LI �A a E? dil'5 II
� I(' M1 Sl�� I C � s O � . - ,
�n � yNaiL UeF e �o ne �Coqgin��� t a� ncscun�� rL� �Sa � cna= �
c �_:m �-s ,�, a�' 3��e :is �,r� „- az1 � iies
�ResWtingGutlerFlowDeptM1OutsitleofLocalDepression �,.c�m= 5251nches
ResWlant Slreet Contlitlons
' TolallnlelLenglh L= 1O01eet
To�alinletlntarceptiwiCaoacity�Des�gnDiccnaroehomO�eakl �= 1]Od=_
IlResultant GUVer Flow DepN�Ga5eC on shee�O-Allow geome�ry) 4= 5.35 incFes
Ilnesunam Svee�Flow Spreaa�oaseo on sneei 0-a�row geome�ry� T= 13.] teet II
' ResWtan�Flow�ep�h at Maximum Allowable SpreaG dsm�<o 0.00 incM1as
'
�
, UD-Inle4B24&89 MAJOR.xIs,Inlet In Sump Bl8/2006,925 AM
� INLET ON A CONTINUOUS GRADE
' ProjecC St.Vrain
Inlet ID: DPC7 MAJOR Starm T e R Inlet
� �Lo IC)�
H-Curb �
i H.vert _ - - ---�---"
—_ _ rt,, ,,,_ —
�vva _
W �Wp ��_
/
' - �� G)
Desian Intormation Ilnoutl
' Type o(Inle� Type=CDOT Type R Gurb Opening
LocalDepression�aJJinonalmwniinuousguneraeo�ession'a'Imm'�-Allovq aia„�= 3.Oinches
Total Num�er at Unils in I�e Inlel(Grdte w Cur�Opening) No= 3
Lengt�of e Single Unll Inlet(Grate ar GuN Opening) Lo= 5.00 fi
t Witllh of a tlnil Grate(cannot be grealer t�an W Irom Q-Allow) Wo= N/A p
Clogging Faciw (or a Single Uni�Grale(typical min.vaWe=0.5) CrG= NIA
Clogginq Factor lor a Single Unit GuN Opening(�ypical min.value=0.t) CrC= 0.10
Wamin� SMeetH draulics Calculatetl WARNING: ISGREATERTHANALLOWABLE FORMINORSTORM
' DesignDischargeforHalfotSVeat(fromQ-Peak) �,= 1].90cfs
waterSpreadwitltM1 T= 9]tt
Water Dep��al Flowline(ootsitle oi local tlepression) tl= 6.6 inc�es
Waler DepN a15Vee1 Grown(or a���,q,J ticec,ry= 0.0 mches
� Ratio of Gu�ter Flav to Design Flow Ee=
Dlscharge oubitlo tha Gutte�Scr�ion W.c+metl lo SeoUon T, Q=
D�ischarge wiNin ihe Gui�er5ection W Q„= 9.B�cis
D�iccharge Benind Ine Gwb Face Qeaax= 0 00 tls
� 512etFlowNea As= 2045qf1
treeiFlowVeloaq V,= 8]8ips
Water Dep�h�or Design GonOition �1�ocn�= 9.6 incnes
Gra[e AnaWsis ICalculatedl
� To�al Len9N of Inlei Graie OFeninp L= ft
Ratio of Grate Flow lo Design Flow E�aerE=
Untler No-Clogging Contlilian
MlnimumVelxiU/WheraG2�?Spa;h�O:e 9agms V�= fps
� Inie¢eo��ian Rate oi Fron�al Flow R�_
Inlerceplion Rale of Sde Flow R�=
hnerc?ptionCapacip� o,= cis
Under Clogging Condition
� Clogying Coelfmien�for MultiVle-unn Graie Iniei GreieCoei-
Gloyyiny Faclor lor MUIIiVIe-unil Grate IiAel G2�eQog=
E((ec�ive(unNoggetlJLengiM1 olMvltrple-uni�G�ale Inle� �1
�IdininiwnVerocnyYW�ereGraie5�rasn-O�reBegins �o= !pe
� � I ,•tFtr� F.i �.a�S,.,., R -
I �C Ep�iOn R �e �$'p FIOw R,
IA t I Inte pt C paury �.= NIA cts I
Larry-0ve Ho' =�,-0,J�_ c 'r.� Qe= N/A[ts
�C bor51 Itdl I [Oocnl �A Iv IC I latc� ��
� � Q. I�n� �P > > n r . ., .. - U 1W8 Icn II
r �3 `i
Under No-CIog9�^9 Contliaon
Effenive Lengih of Gurb Opeomg orSloVed Imet(minimum oi L,Lr) L= 15 00 ft
' InterceptionCapaciry �i= 1298cfs
❑ tl rClogg gContlltian
I ilmqi:.. .._, ' -cr_�i_ . 1?I
�- ,.. . ..ii.. _ ..:Ico=
-.� .�, ��:,
� Nlec :�iU I .fl L �gin _= u w f�.
A<tval Inle<ept o C paciry �.= 12.5] c(s
Carry�OverFlow=ppca e-Q. �e= 5.35cfs
S�
, Totallnle�lnterreption Capacity p= t25]cfs
TotallnletCarryOverFlow�flowbypassingiNet� oe= 5.0] ds I
CapWrePercentage=4Jde= C%= ]0.2%.
,•
' UD-InIe4DC1.MAJOR.xIs,Inlet On Gretle 5/9I2006,229 PM
' INLET ON A CONTINUOUS GRADE
' Project: S0.Vroin � �
Inlet ID: C2 MAJOR Storm TYpe R Inlet
• � Lo(C) _4 —
' H-Corb � _ ____ _
H-Vetl
Wo
Wp =-
W �
' _ �_�
�o(G)
oeslon Intormatlon 1lnoutl
' Type ollnle� Type=CDOT Type R Curb Opening
Lxalpepression�atltlNonanocononuousgunerGepressnn'a'imm'6AiloW� a�a��= 3.Oinches
Tolal Number oi Units in Ihe Inlel(Gate a Curti Opening) No= 3
Length o�a Single Umt Inlet(G2te or Curb Opanmg) La= 5.00❑
' Witllh of a UniY Grale(canno�be 9�ea�er t�an W irom 0.Allow) We= N/A ft
Glogging Factor for a Slnqle Unil Grale(�ypicel mm.velue=0.� GrG= NIA
Clogging Facta for a Sinqle Unit Curb Opening(�yp¢al mm.value=0.1) CrC= 0.10
Warning 5[reet Hytlraulics 1Calcula[edl WARNING'�IS GREATER THAN ALLOWABLE 0 FOB MINOR STORM
� DesignDischarqeforHaHofSVeet�fwm0-Peak) Qo= 13.60cfs
WalerSpreatlWltlih T= 20.8ft
Waler Depth al Flowline(outside o(local tlepression) tl= 4.5 inches
WaterOeptha�SVea�Crown(oralT�x) dccw,m= OOinches
' Ralio o(GuVer Flow lo Design Flow Eo= 0 958
Discharge oulci0e�he Gutler Section W.�'zrtietl in Secilon T, 0�= 8�3 c(s
DUcharyewMinNeGuuerSedionW O«= 481c(s
o�scnarge Behind ine Cur�Face Q�«k= o oo cts
� St2et Flow Area A,= 234 sq it
SlrceiFlo�Velocily V,= ggpipc
Water DepiM1 forDesign Contli�ion O���a�_ ].5 inches
Gra[e Analvsis ICalculaeetll
� To�al Leny�h ol Inlel G2�e Openinq L- it
� Raiio of Grete Flow�o oesign Flow Ea,ad E
Under No-Clogging Contlition
hilydmumValr�clryWnereGraie5pasn-0oer3e9ins - fps
� InLrcc-G�i�n Ra�e o�rmntal Flow ft�_
Inle¢ep�ion Ra�e ol Slde Flow R,_
'�n�p¢ephonGapacity 0,= cfs
UnAer Qogging Conditian
� Ciogging Coafliciont tor Mul6ple�uni�Gra�e Inlel GramGoef=
i,loyging Faclor�or Mullipl6-unil G2�e Inlel GraleQog=
EOec7rve(uncloggetl)LengN o(Mul�iple-unil G2te Inlet L„= p
1.IinunumVelocllyWhe2Grz�eSpasROverBeqins - fps �
� � :Le� � I� ntal qo:� �.-
i t anoo Ret. ol5tle Flow R=
IA [ alinte pC C paclty Q =
Uva FI p p ' af� 1 .� I c.tcinlcli �e= NIAc(5 �
� �P b r5lHtllltoon oA Iv ICaI IIAi�
�� a -ntal � (b ac g t a ocaa;P�n
;L I �i�a.c- Fti�
Untlor NOLloyqing Condltlon
EKecWe Lenglh o�GUN Opening ar SloVetl Inlet(minimum ol L,Lr7 L= 15.00 It
' Interceptioo Capeciry Q,= 8.1�cfs
Untler Clogging Contlitlan
... J�iCqT . 1 31 I�
I
1 I�f:�r.u� .. , � ...i ....J= "vJ
� ri o.�!i Ic oea engih ' - ta 3a P. ��
' Ac[ alln�ecept Capaclty �._ ]BBcts j
ICarry-Over Flow=Oe�saerei�. �a= 5.I3 c(s �
ISu�
' ITotallnletlnterreption Capaciry 0= ].80 cls
�To[al Inlet Carry-Over Flow(flow bypassing inlet) �e= 5]3 ch
CaptureGercentage=0�0,= C/.= 50.0Y.
'•
' UD-InIeFDPC2-MAJOR xls.Inlet On Grade 5l9/2006,2'29 PM
� INLET ON A CONTINUOUS GRADE
' Project SL Vnin
Inlet ID: DPC9 MAJOR Starm Type R InIe1
• ,�`-___'Lo(CI'_.—� —
' H�Curb �I H-verl _ � _ .._. . _'- _. .
�wo
W W p \.�_��—
' �pf��__
Desian In�ormalion Ilnoutl
' Type o�Inlel Type=COOT Tyye R Corb Opening
LaalDepression(aEtliOonalbr4ntinuousgunertlepression'a'fmm'OAllow) aip�pi= 301nches
Total Number o(Unils in�he Inlel(Grale a Curb Opening) No= 3
Lengih of a Single Unil Inlel(Grale or Curb Opening) l„= 5 00�I
� WitliM1 ol a Unit Grate(wnnol be greater Nan W(rom p-Nllow) Wo= NIA fl
CIo99ing Fac�or(or a Single Untt Grdte(typical min.value=0 5) C�G= NIA
Clogging Factor lor a Singla Unit Curb Openin9 pypical min.value=0.1) GrC= 0.10
Warning SUeetH tlraulics Calculaletl WARNING: ISGREATERTHANALLOWABLE FORMINORSTORM
� OesiB�DischarBe(orHal(o(Sheet�fmmQ-Peak) Qe= 11.]Octs
Wa�erSpread Widlh T= B.0��
W81P!�2P111 dl FIGWIIIIE(Oll�6�d2 Of IpC21 dBPl25610I1� 4= $.0�IIChP6
Waler DeptM1 ai Sveet Cmwn(or at Tµ,x) d,;a�,vrv= 0-0 Inches
� Raoo ot Guver Row io Desrgn Flow Eo= 0.641
Disc�iarae oms�e ihe 6wter Secoon W,camea lo Sedion T, Q,= 421 cfs
DiscM1aryeNnlh�n iM1e Gu«er Section W �„= 1.5�efs
Pscliargr BeM1lnd 0��Curb F2o�e Qoq�= 0.00 c(s
� SVget FlowArea A.- tG5 sq It
Svee�.Ro«�'eioaiy 8-06 fps
Wa�e��epin br pesign Gondiuon d�oui= e-8 IncM1es
Grate Analvsis ICalculatedl
� Total Lmgth of Inlet Gate Opening L= fl
� Ratio of Gra:o Flow m Design Flow E�a,�_
Untler No-Clogging Conditian
MinimumVelrn:ity'N�emGrateSpash-0verBeglns Vo= ips
� �.n�e¢epllon RBIc of Fmnlal Row H�=
Interc5olion Rale o(Sitle Row R,=
4mercep�ionCapacity �,= cis
Untler Cloqging Contlition
� Qogging Coettmientfor MNtiple-unllGrate Inla� GratoCoo(=
Clogginy�aclor for IJwllryleunn Grale Inlet 6rateQog=
r(fecirv¢(uncioggetl)Lengih ol MWU�Ie-unit Graielnlei L,= (t
M1tinimumVebciryWhereGrateSpasM1-0ver8egins Vo= (ps
� � 2 1_J t I .;mal rlov: � _
pli0 R3� �Sd9Fl[NI f.=
I�A t Iln�e p� C paary 0. N/A c!s
�� �y-0vx F pa-0.i:, liud�.._� _ a..� Oe= N/Acls �
f I,or51 1� 11 I �O enl A I ICalala�etll
� �� � ..�� � ��n< e i y.;.,��� � - o.nzaw;
�, _,, i �si n
I Unticr No�Clogging Condition
EHective LengtM1 o(Gurb Opening or Slatletl Inlet(minimum ot L,l.) L= 15A�(t
' Interceptlon Capaaty Q= 9.99 c(s
UnUer Clogging Candi�ion
x_,.:rt .... = 1 J1
r J_L � .VPeilYtj J �... _ �.
' EFles,r�rL'ndcnpetll L.sa9�n L.= 1a 3a q
A<Walln[erceptionCapacily �.= 9]2cts
Carry-0ve�Flow=06 ca re-�. �e= 2�0<fs
�
' TotallnletlnterreptionLapacily Q= 9.92tf5
To�al Inlef Garry-0ver Flow(/low bypassing Inlet) �e= 1.9B cfs
CapturePercentage=Q,/0,= G°o= 034 %
�•
' UD-Inlet-�C9.MAJOR.xIs.InletOnGrade 5/9l2006,229PM
, INLET ON A CONTINUOUS GRADE
' Prqect SG Vrain
Inlet ID: DPC3 MAJOR Storm Type R Inlet
• I—Lo(�)� _
' H-Curb -:, H-Ver� _ —— ——' —
��\Wo
Wp �\� --
W y
� � __ _�_
_ �— Lo(G)
Desl n Intormaflon In ut
' Type d Inlet Type=CDOT Type R Cur�Opening
LocalDepression(apEitionaiawnNnuousgutlertlepression'a'imm'o-Ailmv') aiak= 3Alnches
To�al Number of Unils in Ihe Inlet(Grdle or Curb Opening) No= 4
Lenglh of a Single Unit Inlet(Grata or Curb Opening) la= SD0 fl
� WitlN ofa Unil Grale(cannot be groater lhan W hom QAllow) Wo= N/A(1
Clogglnq Faciw tor a Sinyle Unit G2te pypical mm.value=0.57 GrG= WA
Clogging Paclor tor a Sngle Uni�Curb Opening(lypical min.value=0.t) CrC= �.10
Wamin� SMee/H draulics Calculatetl WARNING: ISGREATERTHANALLOWABLE FORMINOR TORM
� Oesi9�DischargePorHalfo/SheetQromQ-Peak� Qe= 19.JOcfs
WdlerSprEdtlWidlh T= 15.6fl
Wa�er Deplh a�Flowline(outsitle ot local tlepression) tl= 5]inches
water Deo�h al Svee�Crown(or a�T„�..) dcarnv = o o�nchcs
� Ralio of GuVer Flow to Design Flow Ea= 0404
DiscM1arye ouR�tla t�e GWter Settion W,wrned in SPclion T, Q,= �1 50 c�a
DiscM1arge witM1in iM1e Guuer Seciton W Q,= ZB0 cls
Dac�arqeBnM1lncllboGurbFace Oe.�k— 0.00ds
� SVeel FlowArea As= 2.58 s9(t
Svee'Row Vrooly V,= �.A]fps
WelerDeptM1la�esignCondilion d���= B]mcnes
Grate Analvsis ICalculatedl
� Total Longm o!Inla�Grate Opening L= ft
• Ratio ot Grata Flow�o Design Flow E�p,rE_
Untler NOLlogging Condi[ion
Mioimumv?IorilyWhereGeale5pasM1-Ove��eyins Vo= Ips
� iniercepuon Rata of Fmmal Flow Rr=
Imercepbon Rato o!Sltle Flow R,=
IntermptionCaoacity p,= aIs
Unticr Clagging Contli�ion
� Clogging GoelfiaeM(or Mulliple�unit G2te Inlet G2taG0e(_
Glogymy Fac7or for MWtiplewnil Ga�e Inlel GrateQog=
Efieceve(unclo99ed)Lengin of MNtipie-unil Graie iniei L= 0
Minunum4elon�yJVliemGrateSpash-OverBegins Vo= fp�
� P:=� -�talFimr n=
I � pl'ai Rdt (Stl_Flrnv R,
H � I Inte pt C p Ury �.= NIA cfs
arry-0aerFlow=Oa-0,�:. l I i.cr.e f =^� Oe= NiAc�s
� C bnr51 It tll I �O�eni �A alyssfGalcuq[etll ��
�� c�i i � t o� � � .en 6,= 0 1006 CiR �
� L._
�Untler No�Clo9ging Cantltllon
E!(oc�ive Length o(Cwb Opening or Slot�ed lnlet(minimum of L,Lr) L= 20.00 X
' In�erceo��on capaci�y Q= ia 11 crs
Untler Cloqgin9 Contlltian
rJ�nq:: P.iur.'il � ���= 13. I�I
g: y� .. . _ , .. .�_..__ - �;.5 �
� Hf�tio�U a tl orntn .= to3a�I
A Wal Inte cept on Capacity � = iJ.B4 c(s I
ICarry�Over Flow=Oewanre-O, �e= S.a]cfs
�
' ITotalinletlnta�wption Capaciry p= 1].04 cfs
�ToIaIINetCarry�OvorFlow�(lowbypassinginlet� Oe= Sd6cfs
CapturePercentage=O�O,= C%.= 11]%
'�
' UD-IMe4DPC3.MAJOR.xIs,Inlet On Gratle Sl9/2006,4:0]PM
' INLET IN A SUMP OR SAG LOCATION
� Project= S6Vrain
Inlet ID= DPC14 MNOR STORM
y—Lo(C)----s
._'— _'...___—__-- ___ ._ . '___._._.__ "_
� H-Curb I
H-Verl
\ w�
�- WP\ \ — —
—j�
' _ _ ��Lo lG)
Dasi n Inbrmation In ul
' ype o�Inlet TyOe=CDOT Type R Curo Opening
LocalDepression(aa�itional�ocon�inuousgutlerdepression'a'Irom'Q-FIIOW) aM�= 3.OOinches
Num�erolUnillnlels(GraleorCur�00ening) No= 3
Grateln(ormation
� LengihofaUnilGrdte lo1G)= N/Afeet
WiatnolaUnilGrale Wo= N/Ffeet
Hrea Openmg RaUo fora Gra�e(iypi�ai vaWes 0 15-0 90J A��= NIN
Qog[JingFaclorfora5ingleGrate�typicalvalue050) C�(G)= NIA
� G21eWeirCoeflcient(typiwlvalue3.0o) C„IG�= NlA
G21eOn(ceGoeflicien�QypicalvalueO.fiJ) Co(GJ= NIA
Curb Opening Information
�eng�hotaUni�CUNOpening Lo(C)= 500(eet
� HeignroNercrtaiCuroOpen�nglnmches H,,,�= 600mches
Heignio(Curbonficeinmatlolncncs H�,-„= 595mcnes
Angln of IDmal�see USOCM Figure SL5) Thela= 63A Oegrees
SiOeANid��lor�ep�assionPan(ryP��IlyNegWtorvdtllM1ol2fee�) Wp= 2DOlee1
Cloyying Fattor tora Singie Curt Opening(typicai value 0.10) C�(C)= 0.10
� Cu:00➢eninglNeirCoeRicienlltv{rvcal�alue1.3030�) CW(C)= 2.30
CUN Opening OnLce Coe`hneni�ymcai vaNe 0��) Co(G�= 0.6]
Resultina Gutle�flow Death tor Grale Inlet CapaciN in a Sumo
ClaggingCoef�ben�lorMuitipieUnlis Cce(= NIA
�� CioggmgFadorlorMumpieGniL= Giog= N/n
Grate As a Weir
61ow DepiM1 ai Locvl Ueyressiun wnnow Ciogging�0 cis grata.31 6 cls cur0� a„= N/N incl�es
misRowu=ealorCuinpuieiionirie�sOnry tl.,,d„= NlA�incnes
� Flow Dep�n at Locai�epmssion witM1 Ciogging(0 cfs grate,31 fi ch curb) 4.,,-
rnisRowusedrorComo�nationmle;sonry a,,,,P„= iAlncnex
e.:�e ns a�o.m�e
Fimv Depin ai Locai�epressan vnmout Cmgqmg(0 cis grate,31 G c(s cum� 0�= NIA Incnes
� Fow Dept�ai Loui�eoressian wiN Ciogg�ng(0 c(s grdte,31 6 cfs curb) tlo,= N/A �incM1es
Resulting GULLer Flow DepiM1 OWsitle of Local Depression tl,.�„�o= NIA incM1es
Resulfnn Gutler Flow Den�M1�or Curb Ooeninu Inle�CaoaciN in a Sumo
�Qo9rnn�CooP��^ent�ort.batipleUniLs �.ae�= 131
� I qoingF t � ii IipI�U i G.o9= O.Oa
�Ct bosaW G t an0 fte
�Fo CeF�h I alt f '-� i^q�ini � i � ie3�fi I: -itlil ^ = 1132�ncr?s
�F.ow OaO�n= �� � �q ssi � .i »>g 10 jmlc_31 6 cfs wrbi 0.,- �1.66 icc�?s �
� IF tl. r � .°.p u.�.. . _ � �_ �.�.:
,.��ii' „ frc - i _ _ �13ci, c 1.. �0L rM1e=
FesW�ing Gutler Flow Dep�b Oulsitle of Local�epresslon tl�.a�o= L9fi incM1es
' Resultant SVeet Contlitions
ota
LengiM1 L= �50 fnet
ne. . .-,__ , _._ . _ _ .
. ��- .I',Resul�ant GUVer Flow DevIM1�basetl rn sM1eet 0-QUaw� on�otrvi n= +A5 ���-ti��
(Resultan�Streei Flow Sproaa�basc0 on snee�O-Allow 9eometry� T? 1fiA feel �II
� �Resullan�Flow Oep[�at Maxim m Allowa�le Spread as� 0.00 IncM1es
� . . .. ..,n . i.�_ � i ..._ . . . .. .. �.�.,.
�•
' UD-InIeFOPC14.MAJOR.xIs,Inlet In Sump Sl9/2006,423 PM
, INLET ON A CONTINUOUS GRADE
' Prqect SL Vrain
Inlet ID: DPC75 MAJOR$torm Type R Inlet
� e�Lo(C)�
� � � —
H Curb
_ I H-Verl
\�� —
Wp �
W �—�
� �G) �
Dasian Intormalion Ilnoutl
' Type o�Inlel Type=C�OT Type R CuN Opening
LocalDepression(aaeitionalacon�inuousgunertleoression'a'fmm'O�AIIoW) a�ap�= 30inches
Tolal Number of Units in�he Inlet(Grate or CurO Opening) No= 3
Lenglh o(a Single Unit Inlet(Gra�e or Curb Opemng) L„= S.W fl
' Widlh o(e Unit Grate(cannot be greater Ihan W from Q.411ow) Wo= NIA fl
Clogging Factor for a Single Umt Grate(tyqical min.value=0.5) CrG= N!A
Clogging Factor for a Single Unit Curb Opening(lypical min.value=0.1) CrC= 0.10
5[reet Hvtlraulics ICalculatetll. Caoacllv OK-p Is less[han maximum allowable irom sM1eel'Q-P.Ilow'
, �a51gn0ischargabrHaHot5heetQromO-Peak) �,= B.DOc(s
WalerSprea4Wl�lh T= Z5fl
Water Dap�M1 a�Flowlina(oWsltla ot local deprassiw) d= 4.]Inclres
Wale�Deplh al Slreel Crown(or al T��,�J d.µ�ry= � OA inches
' Ratio of 6utter Row lo Deagn Row Eo= 0?05
D¢cliarge owside t�e Guner Sechon w �ame�in Section I, Q= 201 cis
DuschargewitM1.nihe6uVerSec[ionW Q„= 4l9cls
OucM1arge BeM1in�the Curb Faw Qwce= OAO c(s
� Street Row Area F�= 1 00 sq(t
So-eei Flrnv veiocity eBo ips
WalerDep�nfor�esignContliiion b.o�,.�= ]]mcM1es
Grate Analvsis ICalculatetll
' Toiai Length of inlel Grale Opening L=
� Ratio o�Grele Plow m Design Flow E���r=
Untler No-Clogging Cantli[ion
MmimumVelootyWhereC+ateSpasn-0�rerBegms '/o= Ips
� Imcrcv.ption Ra:e of Fmntal Flinv R,_
Inlemeption Rzta of Sltle Flow R.=
ImnmeplionCapaciry 11i= ds
Untler Clogging Contlitian
' Clogging Coetticlenl for Multiple-onit Gra�e inle� GrateCoeY=
Gloyging Factor lor MWtiple-unil Gate Irilei GraieClog=
Efiec�i�e�unciogged)Lengm of MUIfiO�e-unn Grate Imei L= 0
hlm�mum Veioo�y Wnere Graie 5pasn-0ver eeyms = IVs
� ^uo: �.n�ai=�:;v '
iecptiooRi ot5noFlow R
ACWaIlnterceptionCapatlry Q.- NlAcis
�Carry-0verFlow=osO,J. 4 = 0�= NIAc(s
� C b rSl tl �1 I tOocnl qA I Calculamtll -
I�E1 .ntal y ba e�o a�e a �ep 1P'ob fcR �
•tl�_ L n:e i ic� 'o03't
Untler No-Clogging Candition
ERetlrve Lenglh ot Curb Opernng ar Slolted Inlet(minimum o(L,Lr) L= 15D0 fl
� IntemeplionGaOeci�y Q= 653cis
Untler Qoqqinq Contli[ion
_ _ rn.eot 1"_-,= �?1
-. . � I ,Vx-.. . �. u _�. �.1 .� ,._ - i:i
� fie'I oL �.MiLmqPi . '434f1 �
Acwal in[ercept on Capaciry � - 6.A1 cts I
Carry-OverFlow=peca e"4. Qe= O.J9c(s I
Su�
, Totallnle[Interceplion Capaciry 0= fi.41 ch
Total Inlet Carry�Over Flow(flow bypassinq inleq �e= 039 cfs
CapWrePercentage=0�0,= C%.= 94.J%
� •
' UD-InIet-OPCI5.MAJOR.xIs,InletOnGrade 5/9/2006,6:SSPM
�
INLET IN A SUMP OR SAG LOCATION
' Project= St.V21n �
Inlet ID= OPC4 MAJOR STORM
� ,Y—'—La(C)--1'
� ; H-Curb � ' _ _.. _ ._.__
H-Vert \N�
� � �
W wP ��
' � Lo lG
Dasl n In/ormalion In ut
, Type of Inle� Type=CDOT Type F Curb Opening
�ocai�epression(a00itionai�ocon�iwovsgw�ertlepression'a'fmm'Q-nuow) a,�,= 3.OOincnes
Number of Unit InIeL5(G2te orCuN Opening� No= 2
Grate InPorma[ion
� Length o(a Uni�Grate Lo IGJ= N/A leet
WitlNo(aUni�G2�e We= N/AI¢el
AreaOpeningRaOoforaGratepypicalvalues0.i5-0.90) A,,,p= NIA
CloggtngFacbr(oraStngleG2le(typicalvalue050] C�IG)= NIA
' GrdleWeirCaet(Iclenl(IyplcalvaWe3-00) C„ (G)= NIA
Gale Onfice CoeKcien�Qyplcal value 0.8)) Ga(6)= NIA
Curb Opening Information
lengt�ofaUnitGur00pening Lo(G)= S.OOfee�
' HeigM1t oi Vetlical GuN Opaning ln lnches H,,,,= 600 inc��
Heiglit of Curo OfRice Throat In incnes nv.a�= 6.95 mc�es
AngleofTtrroat(seeUSDCMFgure5i�5) Thela= 634clegree5
SitlewidtM1(orpepressionPanpypmalry�hegWterwi�inof2feet) Wp= 200feat
� Gloggtng Patlortora Single Cur�Opening(typiwl value 0.10) Cr(C)= 0_10
CurtOpeningWeirGoefBcieN(I�p¢alvalue23U�9U01 G„(G�= 230
Corb Opening Oniico Coefiiuem(typicai value 0b7) �,(C�= O B]
Remltin Gutler Flow�e �h for Gra[e Inlet Ca aci in a Sum
� Qogging Coeffmiem for MWiiple Unns Coef= N/A
• CIo99ingFacmriorMUltiPleUnlis Gio9= NIA
Grate A5 a Wei�
FlowDept�at Lowl�epression witM1ow Qogging(�cls grdle,101 cis cuN� 0„,= N/A incnes
This Row Usetl to�Gombina�ion Inlels Only da,d„- N/A InGies
� Flow Dept�at Local Depression witM1 Clogging(0 ds grata 18.1 cis curp) 0.,= NIA Indiee
IDisRowUsetlforCombina�ioninlclsOnly U�.,��= N/Alnclies
Grata As an Orifice
Flow Dept�a�Local Depression en��oW Giogging(0 cfs grate.iB.1 cfs cur0) da= NIA Incnes
� Flow Dep�b a�Local Depression�M��Cloqginq(0 tls g21e.18 1 cfs cw9) tla�= NIA Inr�es
Resulting Gutter Flaw Depih Outsitle ot Local Depression tl,.�.,�.= NIA inches
ResWtina GN�er Flow Deo�M1 Por Curb Openinv Inle�CaOacI�V in a Sump �
GiowmnCoen'�cien�forhhntipieUn�os �^•d= t2s
� Glogg�gFac�o fo P11(pl U � Glog= 006
C h saW G � O
FI v�DeptM1 t L����eprt__;iO o I����i'iy I. `ti I�IP.�E 1 Ks LiiN) '._- 8 33 i�rM1�s
�Ro C pN L i r � v GI a9 a!n � � d t cts rol i. = 860 �M1e� ��
� �� . ..�J f 6 i � i � . . .. .. . _ .._.
�a t . 1'
�H Lepih t i e. .., ii� �.i t , IX1C ¢NI� L= 695 �rLes
R 1� g G tl Flo Oep��O �5 Ee of Local Depresswn tl 5 95 inches
Resultant Sheet Contlitlons
� TotallnlelLenqth �= WDfeet
,.i._. . , _ ._. _._ .,. �
��F sul[an�C �tei Flow�ao1M1 b 5nA on sha?I O All nmme�rvl . - --�.-
' IlRasultantStreetFlow5preatl�basetlonsneat0-Allowgeomevy) i= 1Llfeet
�ResWtaniFlow�epNatMaximumnnowaoleSpread �sr�c:o O.OOIncM1es
,
' •
' UD-InIe4�PC4.MAJOR.xIs,Inle�In Sump 99I2006,429 PM
' INLET ON A CONTINUOUS GRADE
' ProlecY. � � � �.SLVroin �
inlet ID: OPC7 Maiar Startn Type R Inlet�
• X—Lo(Cl�
' � H-Curb j
H-Verl
WO
Wp
W
� -�
Lo(G)
Daslan Informa0on flnou0
' Type of Inlet T}qe=CDOT Type R Cur�Opening
Localpepression(atltlitionalrowminuousgunxdepresslon'a'Imm'p-nuow) ai��= 3.Oinches
Total Number of Units in the Inlet(Grale a Curb Openin9) No= 3
Lengih ota Single Unitlnlet(Grale or Cwb Opening) Le= 5.00�t
� Wld�h a�e Unll Grate(cannot ba greaterthan W(rom Q-Allrnv) Wo= NIA fl
Cloqging Faclor for a Single Unit Grdte Qypicalmin.value=0.5) CrG= WA
Cloqqinq Factor(or a Single Uni�Curb Opemng Qypical min.value=0.t) CrC= 0.10
Warning 5[reet Hvdraulics ICalculatedl WARNING Q IS GREATER THAN ALLOWABIE Q FOR MINOR STORM
' DesignOiscM1ar9eforHalfo/5[reetQromO-Peak) 0, � 12.9pcfs
Water Spreatl WiatM1 T 1]8 ft
Walei Deplh at Flowfine(outside o!lowl tlepression) d .q,2 inches
WaterDeptbatSvee�Crown(ore�T„�pz) d�aowv= � � � OO�inches
� Raiio of Gutter Rowm�esign Flow Ee= 035]
�iscbarge ou�sidc�M1e Guver Section W.cdrzie0 in Seaion T, 0,= 890 cfs
Distliarge wiY�in tl�e Gutter Seciion W Q„.= 4.61 cfs
D�iscM1argeBel�intlt�eCuroFacc Qa>c.= ODOcfs
� Sireet FlowArea A,= 325 s9 ft
Street Flow Velooy V,= 3.98 fps
Waier peptM1 tor DesiBn Contlition 4.�Ri.= 92 inches
Grate Analvsis ICalcula[etll
� Total Leng�h of Inlet Gra�e Opening L= � ft
� Retio af Grate Flow io Design Plow Ero�.E=
Under No-Clogging Candition
Mlnnnuni Vrzlociry Where Grain 5pasli�Overeegins Vo= ips
� Intwceplian Rate of Pm�tal Flow R�_
Inmrcap�ion Ram of Sltle Flow R,_
IntercepiionCapaciry q= ds
❑nder Clogging Contlitian
� CIo99ing Ccelficiem lor MWtiple�uni�Grale Inle� Ga�eGoef=
Clogging Factor(or Mul�ipleunit Grate Inlei Gra�eQog=
Hfective(uncloggetl7 Length oi Mulllple-unn Grale Iniei L_= fl
�Minimum Velocny Where Grata Spash-Over Begins Vo= Yps
inierce�rion Raie of Fronrai Flow ,��_
� Inle¢ep�ion Re�e ol Sitle Flow R,_
Actuallnterceptlon Capaciry Q,= WA cfs
Garry-Over Row-�0 0,�:o ���=4 �e= NIA cfs
w __u. �
c�ro o.sionaa ima�ooe�i�a n�arvsis icam�ia�aa�
� �ea���m�,�si�pe s,te3��e o�ea�o�aRy-o�aq s,= o.oeae tv�� �
ReQwreJ Lani,�ili l-io'avc'nr=�o ii�grcepLon 2269`t
❑ntler No-Clagging Contlition
EHetlive Length ot Curb Opening or Slovetl Inle�(minimum ot L,Lr) L= � 1S00 fl
' InlerceptlonCapaciry Q,= � �` 111OZ-cfs
Untler Qogging Contlition
�Qo9gmg Cn?fncem QrOCoef= t 31
.,b9g:ngie ��,tGie_ii� � `r_nvg o.oveaini2� �oClo9= O.Ou
� Ettealve(Unclogge0l Lenoih �,= 16.34 0
Acwal Interception Capaciry �,= 10.]e cfs
CarryOverflow=pp�cverei-0, Qe= 244cfs
Su�
' Tobl lnle[Intercep[ion Gapaciry 0= 10.�8 cis
Total Inlet Carry-0ver Flow(fiow bypassing inleQ OD= 2.13 c(s
CapWrePercenfage=�JQ,= CR= 8J.5%
' •
' UD-InIebDPC7.major.zls,Inlet On Gratle 8/2/2006,777 PM
' INLET ON A CONTINUOUS GRADE
' Prolect: . . ' . � SE Vrein .
Inlet ID: DPC18 MAJOR Stortn Type R 1n1e1 �
� �Lo ICl—d
I H-Curb
H Vert
— Wo �
Wp � �
W
' Lo(G) y
Desl ninformation In ul
' Type of Inle� Type= CDOT Type R CuN Opening
LocalDepresslon(aaaitionalmcominuouse�neraeoression'a'imm'0-nnow� a�o�i= 3.Oinches
Total Number o!llnils in Ihe Inlet(Gra�e or Curb Opening) No= 3
Length o(a Single Unit Inlel(G2te or Gurb Opening) La= 5,00(�
' Wltlth o�a Uni�Grate(canno�ba greatar than W hom 0-Allow) We= N/A(1
Glogging Faclor br a SlnBla Unli Gra�e Qypical mia value=0.5) GrG= N/A
Cloqging Facior for a Single Unit Cur�Opening(rypical min.value=0.1) CrG= 0.10
Waming Sheet tlraulics Calculatetl WARNING: ISGREATERTHANALLOWABIE FORMINORSTORM
' Design Disc�arge for Half of Shaet(from O-Peak) 0,_ � 12.90 cts
WaterSpreatl Wldth T= 11.6�1
Water�epih ai Flowllne(outsitle ot local depression) tl= 82 Inches
Waler Dep�h a�Svea�Cmwn(orat Tµp�J ticaowwN= OA IncM1es
� Rauo o(Guucr Flow m Design Flow Ea= 0.35I
Discliarge ouisiM Ne Guver Section W,cametl�in Seciion T, 0,= 830 Gs
oiscnaryewiminmeGouerSetlionW Q.„= 4Btr.is
oischame 2ehintl ine Curh Face Qanc.= 0 00 c�s
� Svaei Row Area A�- 325 sq�I
SVeet F�ow Ve�aciN ��= 3 98 fps
WaterOepinlorDesi9nGontlmon o�oc,�= 82lnches
Grate Analvsis ILalculafetll
� To�al LenqPi of inlet Graie Opening L= ❑
Ra�io of Gra�e Flow to�esign Row Eoo�u.-=
• Under No-CIo991n9 Contlition
Mlni�mm�Veloory bVTeie Graie S0ash-Over 9egms Ips
� Intemnption aaie of Fo�nai Fow R�_
Intemeption Fdam o(S�tle Row R,_
InmmepuonGopacy Q= �fs
❑ntler Clogging Condi[ion
� Clogging Gcefllciem(or MNtipi�unit Grate Inlat Gra�eCoel=
Qoqging FactorlorMuliiple-untl G2ie INet GrateClog=
ERecirve(unGogged7 Lengih ol Multiplewni�Graie Inlet L,= V
hilnirrun:JxiooiyWnereGraieSpash-OverBegms = �ps
_��e0'�n�e_�_.. -.�.al Fro: �--
� In�amepi�on Ra�e of S�de Flow R,_
Ac[uallntercep�ion Capaury O.= NIA efs
C ry-0verFl p p '�: .,!�r� ���'n�xi,Cs�nl✓u Q,= NlActs
IC b or Slottetl I Ict Op ni"a q Ns s ICalculateEl
� � y i .. vcr, '.= 0 0938�L1�
e � i� �ion L = ?1 fi4 9
❑ntler NoClogging Contlltion
EHectrve Lengtb o�Curo Opaning or SloVetl Inlet(minimum oi L L�) �= 15.00 p
' Inlerceplion CapacilY ��,= 11.01 cis
UnEer Clogging Contlition
��CIc�J&�y•..=".-��.. CeroCoet= 13t
� EHec�ivelU aq9otl)Len9th ��� �' .�.. _. .� �4- 1434!t
Actuallntercepton Capaciry � = 10]8 cfs
Carry-0verFlow=Op�pre-0, Qe= 2.14cfs
Su�
, Total Inle[IntercepHon Capa<iry p= 10.]8 cfs
Total Inlet Carry-0ver Flow(flow bypassing inlat� �e' 2.iJ ch
Capture�ercenUge=�J�,= C%= BJ.5°/.
' •
' UD-InIe4DPC16.majocxls,Inlet On Gade 8I2I2006,1'.35 PM
' INLET IN ASUMP OR SAGLOCATION
' Project= .... � . �. St.Vr;ip:. .
Inlel ID— DPC5 MP.IOR Stortn T R Inlet
� X---'�°(C)�
' H-Curb _
H-Vert
W
Wp \�- —
' _�
�o lGl
D sl n Intormation In ut
t Type ol InIe1 Type=CDOT Type R CUN Opening
LOWl�epression(addilional�ocontinuousgutlertlepression'a'(rom'0-AIIOW) ay�a= 3.OOincM1es
NumberotUnitlnlets�GrdleorCur�Opening) No= 2
Grate Information
' lengtM1 ot a Unit Grale L,(G)= NIA feet
WidlhofatlnilG2te Wa= N/Afeet
Hrea Opening Rallo fora Gra�e(rypical values 0.16-0 90) A„�a= N/A
ClaggingFadorforaSingleG2te(typiralvalueQ50) C�(G�= N/A
' GateWeirCoefficien��typicalvalue300) C„.(G�= N/A
Ga�eOn�ceGoeRicient�lyprcalvalue081J Ce(G�= N/A
Curb Opening In(ormation
Lengl�ofaUni�GuNOpening La�C�= � 500fee1
� Heigln oi Veniral Curo O0en�ng In incnes H,,,,,= 6D0 inches
Heiglvo(Cw➢Onlceihmatlnlntlias HN,,,,= 5.95inchas
Nngle of Throat(see USDCM Fgure ST5) T�eia= 834 deB�es
SideWitlNlorDepressionPan(typicallyiM1ogultorwitllM1of2teep Wp= 2D0(eel
Clogging Faclor for a Single Gurb Opening pypical value 0 101 Cr(C)= 0.10
� CurbOpenlnqWcrrCoe(ficient(IyOicaivalue230a.00) G„(C�= 230
CurbOpeningOniiceGoeiticient(rypicai�a:ue0.fi!) �,(q= p.6]
Resulfne Gutler Flow Deplh io�Grat¢Inle�CaoaciN in a Sump
CloggingCoeRiciemfo�Mu:�ipleUnils Goe(= N/A
� CloggingFaclorforMuliipleUnits Clog= N�A
� Grate As a Weir .
Rmv Ocptli al Loc�l Depresson wi�hoW Cloqyiny(0 c(s]2i?.16 3 cfs uubl J.,,= NIA Intlres
ThleRowUse4torCqmbina�ionlnle�sOnlv tl�„�,�,= N1AincM1es
� Flaw Depih a�local Depression wiJi Gloggin9(0 cfs grate.1fi3 c(s cum) d„,= NIA ine�ea
TM1isRowUseotorCombinationlnietsOnry tl,,,�= NIAIncM1es
Grate As an Orifce
Flow Dep��a�Local Depression wi�M1ou�Clogging(0 els g21e.1fi3 cfs curbl Oa' NIA Inehes
� Flow DapN at Loral Oepression wlln Qo09ing(0 cfs grate.163 cfs mr0) �o,= NIA inches
Resulting Gutter Flow Depth OWsitle o(Local Oepression tl,�„�.= NIA incM1es
R I' G H FI D t�t C b0 I I tC 'N' 5
Glogp�ngCoeff¢ienlforMul6pleUnll5 Coe(= 125
� Qog9�ngFa t i rPt lupieU ls Gio9= o.06
NbasaW ,Grateasan0'fce
Rov/Depm tL_. ID?pre��o � IM1nWCloqginol��fsqral?.�63Cs�vrb� 0„= ]]]Inc�es
�Fiow�eoni ai�owi Deprasson wiN Cogging�o cfs gaie io 3 Cs mrol o„= 8.�2 inches
� �C U san ) f C t i 0 I _ . .
.i o �m lo io uotri,namam ,i 'scuml �,= Zisinch=s
Flo+Oec�n i n ��y9ing� sqr3e ..iroi 1�= ]P.ncnes
Resulfng Gutter Flow Oepih Outsitle of Local�epression tl..w,o= 5.OE inc�es
� Resultant5VaetContlitions �
Total Inlel Lengl� L= 700 feet
_4!Inio�m �_ ,D�scna _ 193��
I�ResultantG tl Fl wDeplh�bas Dons�aetOAiro geometryl n= . _ 5.02�ncnes ��
' IIResultant Street Flow Spread(base0 on sheet Q�Allow geome�ry� i= 12.8 feet II
Rnsultant Flow�epih at Maximvm Allowa0le Spreatl tly�,:�,�= 0.00 Inches
'
'•
' UD-In1e4DPC5.MAJOR xls,Inlel In Sump 8I7R006,130 PM
� INLET IN A SUMP OR SAG LOCATION
' Pro�ec/— St.Vrain �
InIetID— DPC77MNORSt6rM11T eRINM
�Lo(C)—K
'• H-Curb I _ _
H-Vert \o
Wp
� �
W
1 �
Dasl n Informatlon In ut
' Type of Inlet Type=C�OT Tyye ft Cur�Opening
LocalDepression(atltli�ional�ocontinuousquttertlepression'a'(rom'p-AIIOW) a�a= 3.OOinc�es
NumberoNnitlnlets�GrateorCUNOpening) No= 1
Grata Informatian
' Lengt�of a Unif G21e Le(G)= NIA feel
Wi�t�ofaUnitGrate Wo= N/Afeel
Nrea Opening Raiio(or a Grate(rypical values 0_150.90) A„�„= N/A
Clogging Faclorfor a Single Gate(typicai value 0.50) Ci(G)= N/A
' GraleWelrCoeKclent(IypicalvaWe3.�0) C„ (G)= NIA
GrateOrilceCoei�icieni�typi<alvalue06]) Co(G)= N/A
Curb Opening Intormalion
Leng�hofaUnilCur�Opaning La(G)= 6.OOfae�
HeigM1tofVorticalCu�bOpeninglnlncM1es H,,,�= 6001nc�es
' HeigMolCur�Ori5ceT�mallnlncbes Hm,�,�= 5.B61nches
Hngle ot Thmat(saB USDCM Figure ST-57 IDe�a= 634 aegmes
SIOe W I01h IorOepression Pan(typiwllytne gutlerwitlih of 2 feep wo= 200 fee�
Clogging Factorfora Single Guro Opening(typical value 0.10) G�(C)= 0.10
� CurbOpeningWeirCoefficient�typiralrnwe230300) C„(C)= 230
CurbOpeningOn�caGoeRicien�pypi�'valuaOGl) C�(C)= Ob]
Resutlina GuVer Flow Deo�M1 for Gra�e Inlet CaoaciN in a Sumv
Glog9ingCoeffipentforMUltipletlnlLs Goe(= N/A
� Clogging Factor for MWtlpie Units Clog= N/A
• Grate As a weir
Flow Depin at_orai Oeprewon rn;,9ou!Glogg�,ng(0 r,fs grate,ID c�s cur0) tl.,= N/A Incbea
This Row Usetl for Conroinaiion Iniets OnN �„s, WA incnes
� Flnw Depm at�orai�epression wiil�Glogging(0 cfs graie,�o efs curDJ � a„= NIA incnes
Thi5 Row Usotl lo�ComDma�ion Inle�s Only 0�,�u= N!A inCM1cs
Grate As an OriFlw
Flow peplli a��ocal Depression w�thoul Clogging(0 ds grn�e.10 cls cuN) da= N/A me�es
' Flnw�ept�at Lonl Depression wit�Clogging�0 cis grdte,10 ch cuN7 tlo,= WA incM1as
Resulling Gutler Flow Oep[�OuKitle of LocalOepression dw,n,' NIA inc�es
Resulfnq GUBer Flow DeOIM1 to�Cmb OPenino Inle�CaoaciN in a Sumo
Clog9ingGoef(icienifnrMullipleUnits Coe(= 100
� CloggingFaciariarMWiipleUnits Gioy= 0.10
Curb as a Wei�.Grate as an Oriflce I
Row�eptl�a�Locd10epressomm�lhoutCloyging�Ov'isyreteIDclswrb� o.,,= ze2mcnns
Hnw Dep�n at-ucai Oepmsson vntM1 Cloyymy(U c6 g21e. �0,:�5 cor0� 0,,,= �03.ncnes ��
� C b�sanOf .G t s OTe
�Flo �epm � I� r -s ilo tGoogo�fOcfsgat .l0ciscurb� 0,.= 9a2 rnes �
Pn�f;cp�i� '�_pr_ssi � loggmg', os.�.alc.tOc�scum� tl.,,= 1100 i
Resulting Gultm Flow Depth Outside of Local Depresslon �,c�n= B.UO inches
, Resul�an�Street ConEitlons
TOI211nIe1Leng�M1 L= 50�ee1
Tolallnle��nl ,.ntiovCap�c DnsianDi5cl�aaefo PPeak� 1p.p�'
,.,_� _ -IResWtantG II rFlow�epiM1(baseGonsheetQAllowgeometry� o= 8.0�inches I�
.,,.i�ii�y:;IftesWlan�SveetFlowSpreaC(ba5etlonsM1ae�O-/��ow9eometry� T= 25.2fee� II
� IResultanlFlowDeptM1atMaxlmumAllowable5preatl 4=a�+r<c= O.OOinches
� W ..In95 ('..t h wtlnpt ..�� �torihanrt F 9esalla :. Y0M1tIti^_R PMrcrrsl. c[QPllo:a'�
Wa �ln96-FI speatllsg� t (M1an!lte1G83(eclallowedf N MINORSrORM�sro5�co� 0Allovi)
' •
' UD-InIeFDPC1ZMAJOR.zIs,Inlet In Sump 8/Z2006,2'01 PM
� INLET ON A CONTINUOUS GRADE
' PrqecC � ' � Sk.Vdin ... . .
Inlet ID: DPCB MNORStortn Type R Inlel
• ,�—�L°IC)�� —
t H�Curb H-Vert � '—
� —
Wp
W
�
'
Das'an Informafon Ilnouq
� Type o�lnlet Type=CDOT Type R Cutb Opening
LOWI�epression�atl0lUonalbcontinuousgutterdepressron'a'�mmp-nibw� a�an�= 2.Oinc�es
Total Number ot Unils in the Inlel(Grole or Gurb O0ening) No= 3
Leng�n ofa Slnqle Unitlnlet(Grale or CuN Openinq) L,= 5.00 fl
� Wltllh ofa Uni�Grale(cannotbe grea�erihen W(rom p�Nllow) We= N�A��
Clogging Fac�or for a Single UnitGrate(lypicalmin.value=0.5) CrG= NIA
Glogging Faclor(ore Single UnilGwb Opening(typicel min.value=0 1) GG= 0.10
Warning Sh [H tl f (C I 1 [dl WARNINGOISGREATERTNANALLOWABLEOFORMINORSTORM
� Oesign Discharge for Half of 5[ree[Qrom Q-Peak� O,_ ��6:1U cfs
Waler Spread Wld�h T= ���Z�9���
Waler DeO�h at Flowime(ov�sitle ofloralaepresslon) tl= :���in<hes
WalerDepihatSvee�Cmwn(oratT�,�� d�a�,�,N= � �O0lnches
' Ratio olGWler Rowto Design Plow E<= 4 Q2�
�uchargc outslue IM1e GuUer Seclion W,cartietl in Secilon T, O,= 824 cfs
Dkcharge wit�m Ne Guvar Settion W 0.= fi 6]ck
Discliarge 4el�indlhe Guro Face �o>«= o 0o efs
� Slrest Flow Flraa A�- 3.49 sp tl
Slroel Flow VelacV� 4-8� �PS
Water Depih Yor Design Condilion d�owi= 102 inches
Grate Analvsis ICalculatedl
� To�al Leng�h otlnle�Grate Opening �_ ��
• Ralio ot Grale Flow to Design Flow Ep�apre=
❑nder No-Clogging Gontlition
Min�imuniVeioowWnemGratoSpasM1-Over9e9rns �o= ��s
� 'nterr,eption Rate uf Fronlal Flow R�'
mterception Ram of Slde Flow R.=
intercep�ion Capaory Q= cis
Under Clogging Conditian
' Clogginq CoetticienlforMultiple�unii Grale Inle� GraleCoef=
Clogging FacwrforMWtiple-uni�Grate Inlet GrateClog=
EHectiva(unclogged)LenB��o�MUI11pI�unilGrate Inlet 4= ��
Mimmum Velociry Where Gato 5pash-0ver Begins = �Ps
� �m?r_epuon Ra:a.:�Fomal Ruw ^r=
Ilmercao�ion Rate of Sitle Row R._
IACNaI Interception Capaciry �.= NIA cis
Garry�veeFlow=Oe�O.;��.'Ce�pplietltocurboFeningrrneetJs,nlel; �e= NlActs
Curb or Slottetl Inlet Onenino Analvsis 1Calculatedl
� � .. eciol P S ILaseo 9ae ry-weq 5�= 0_tID4fVit
� se lnn I ..mon 2128 f
Undei NoLlogging Contlitlon
ERective Leoglh o�CUN Opening or SloVetl Inlet(minimum o�L,L.) L= 16.00 fi
' Interce0�ion Wpaciry Q,= 14.32 cfs
Under Qoqqing Cantlition
��C�oy��ng L�e�ticeni CurbCocf= 1.3t I
_�-� i.iapie- i �n�oenm. �, ima�i ie, umuag= o.o�
� ERec�ive(UncloggPAlLeng�h 4' �4���
Actuallnterceptlon Capaciry 0,= iJ.B]cts
C ry-0ver Flow=O � -O �e= ZA<°f% �
Summa
' To1aIlnletlntemepHon Capacity p= iJ.9]cis
TOGI Inlet Carry-Over Flow(flow bypassing inlet) �e' Z����s
CapNraParcenUge=pJ(7e= C•/.= BB.BX
' •
' UD-InIet-DPC6.MNOR.xIs,Inlet On Grade e/2/20O6,722 PM
� INLET IN A SUMP OR SAG LOCATION
' Project= St.Vrain .
Inlet ID= �PCB MAJOR STORM
� �Lo1Cl—>
_ _—r _"
__
� H-Curb � ii .
H-VE�� '-- .__ —
— — � � �
W Y
—
�
W ' ��
=
1 '
__ v-- La lGl
Desiqn Information IlnouO
, iype o(inle� Type=GDOT Type R Curb Opening
LocalDeOression(atltlitionallacontinuousguvertlepression'a'(rom'Q-AIIOW) aia,�= 3001nches
NumberoNni�inle�s(GrateorCurbOpening) No= 2
Grate Information
� Lenglh ota llnil G�ele La(G)- N/A fee�
WioNotauniiGrale wo= N/Afeet
Area Opemng Raim fora Grate(rypical vaWes O.�S�90) N/A
Clo9gmg Faclorfora Single G2�e Qyplcalvalue 0.507 C�(G)= N/A
� G21eWeirGoeffcienl(typicalvalue3D0) G„ IGJ= N/A
Grate Orifce Goercmient(rypical value o 6�7 Co(G)= wA
Curb Opening Informalion
LengiM1o(aUntlGurpOpening Lo1G)= S.OOfaet
NeyiioNenalCurbOOenngnncnes n .,= 6DOincOes
� r gmofC o�rceminai i rnes N . - . 951ncnes
�ieaii a �s.-u5CCNFgrv5T5� iu = 83Atlegrees
SioeW�JPilorDepressionPan�typicallyNegW�erwi0�ho12)aep - 2.OOfeet
Clogq�ng Factorto�a Singla Curb Opening�rypit�al value 0 10) C��Q= 0.10
� C bOp2i q VE GOEf�CiB (OJP 11vBIUP.23�-]00) IC1- 230
bOpen yJiceCoeRic 1 p -I.aNeO») � � �.fi]
R I! G ❑ FI D iM1 f G at INet Ca l ' 5
Qogginy GoefGaen�for Mul�iple Uni�s Coe1= NIA
� Qoggniy Paclor for MWtiplc UniLs Cbg= NIA
� Grare ns a Weir . _
Flo�N�ap�n ai Loul Depression witbout�logginq�0 cfs 9rate 25 ds cwD� N/A inclies
Thiy ROw USEO fO�COmbinali0n Ii11E15Only (i,�.e�� = N�A inGI1e5
� Flo�n�Oep�M1 ai Lo�'al Depressiom m�ib Cloqging�0 cis g�le,25 cls curb) 4.„,� NIA incM1es
ID5 Row Use[l�o�Gombina�ion Inle�s Onlv 4.,eo NIA incM1es
Grate Fs an Orifce
How Oopih at Local Oaprgssion wiihoul Glogging(0 cfs g2te.25 c(s mr0� tla= WA inchas
� Flow0e0�n al Local Depression vAh Qogging(0 ds q21fl 25 cfs cu�) tl�,= NIA IncMs
ResWting GuLLer Flow Oep[M1 Outsitle of Local Oepression tl,.(;,,,o= NIA incM1es
R If G ¢ Fl � lhf C 60 I I �Ca �1 ' S
ClanainoCoXcienllorMUl�pleUnlls Coel= 126
� Uoogr�gFacio fo M�I�pIOU 1 U q- 0_O6
C aW G t n0f
P ,6eo: +t Li�ai . . �.ih� i.L'^n9i 9 � qrate 25 cis curbl 10 33 Inclies
��� oep� tL 1..�-� � 3 •�g -I+�e3�_�sauol . = 1066incM1es �
� �� _ . � � �� �.�
��I I �I IC 't � ticnuM1l '1�.- 1321 uTec ���
;pl L ..Cf �-• 0 "H3�9 I 1 L �.ri[:�tl�,l � 146] n �- �
IR 'ngGutlerFlowDep�hOuts�Jeo�Local�epression Q.c�,e= ii.6]incM1es
, Re5ul�an�Strea[COntli�lons
TotalinleiLegih L- 1O0(eet
. �,.io. r,.� - -n��_� n n. ... _ 5 n y�
. �R ul�anl CuVar Flow OeotM1 Ibased n sheo�0 Allow qeometry) �- 11 6� IncM1os ��
+ Re-ul�am 5lreet Flow 5prea4(base0 on 51�ee�Q-Al1ow geomelry� T= 2]A�eel II
' IR ul�an�Flow Depth nt Mavimum Allowable Spreatl a- _ �.00 incM1es
� . ai �. . d -s4� - � � M��VINt)R�SlOPNt � vu 'A n.
'•
, UO-InIe6�PGB�9AJOR.xIs,In1e11nSump 615/2006.1023AM
' INLET IN A SUMP OR SAG LOCATION
' Project= SLVrain
Inlet ID= DPC10 MAJOR STORM
� X lo(G) - {
' H.Curb ', �� .. _.
, H-Verl I � - - -- --- -
� �� � ' ��' �__
� �Wp � �' ti
g
\ - __—__-��
-
___ _'
' -. - __. -_--
� —� �-
�__ __-,—�LolGl
oesienln�orma�ion Onputl
� T �e finl�� �_-CDOiTpcRCubOpe��ng
i -
L IDeUr ,,,�u.,iait c o cy�u- i Pen� tp. . , . ,__ _ _."cn,s
i�,u. i . �.... .. I . .I.�-
Grate InPormalion
� Leng�ho(aUni�Gram Lo1G)= WAfee�
`Nid�M1 ol a Unii Gralc Wo= N/A lee�
Area Opening Halio for a Grale(�ypicdl values 0 15-0 90) q„��o- N/q
Gloq9ing Facbrlor a Single Gra�e pypical vaiue 0.607 C��G)= NiA
� GraleWevCoeflicien�(iyO��alvaWe9.�0� C.„ �G)= N/A
GateOnLceCoefiicieni�ry0i��vaiue06]) Co(G)= NiA
Curb Opening Information
LengN o(a Unil Curb Openmg L„(C�= 6D0 Isel
� H qvo�Vei al(. UOV'-���ng I c�es H �= 600 cics
r�eqmaic�m� r n ri, i �i .s H sas�ncnas
. qioorni i .eeJso:r.iF� esr-5� me�a= o3.anegee�
5iUe wia�n io�ocvession�anlmpi�aiN ine gunerv:�am ol2 feep = p oo lori
CI gg a Fa i� fo a 5 �ie C o Ope g(ivP2a�value 0.10! C (C)= 0 ID
� C rbnmri � I n. p i a23f13P^I i )= 130
„{,':n I d .: 1
Resvitlno Gul�e�Flow�eplM1 Por Gralo Inlet GaoaciN in a Sumo
1099 9�rcfi ii �� uip u i �...f= NiA
� �i 99 9-a ¢ f i i�ieC i i-q= NIA
� G t A a W »¢
Flc Dep.i i i � il i loyymy Isyr.ue25r.fsou[',I ].= MAmrM1es
TM1Is Ro�r Um,��o�Umpinaeon inras OnIY d�,e��= N/A inc�es
� Flrnv�ep�M1�i Lawi�ep�esson vnlli Cloggmq(0 cis g2ie,25 ds cu�b� tl,,,= N/q mtlms
IDis Rowl1m01orCninpination Inlris Only 0�„�u NiA incl�e_
Gra[e As an Orifice
Flow DeptP ai Lo�ai Oep�xssion wi0�ou1 Cloggmg i0 cfs grdie.25 cL=mr0� �o= NiA�nc�es
� Flow Depm al�ocai Orpression w�m Qogg�ng�4 ds oraic 25 cfs aro) U,,,= NiN inCi�
RasW�ing Gutle�Flow Oepl�Ou�si0e of Local Oepression tl�.o,��.= NIA int�es
R¢sWtin G tt Fl D Iht C b0 I I C 5
Glogqi9QCCelf��ienllorl`.xip�rUni�: �nc - �
25
� Qoqq gFa io �o f u� W 1 Glog 006
C 0 iW G t O I
�Fl[ .�cmii�.i ���I C. . . il �Icqnm�� � �rain �.��fs'm��l I. = In 3• .i�q.
t p'o. � _ II I � � 1 t a �n . .= 1�C n-s �
� ��. ", � � ` ,�, _� .. �� _ �� `i
'�F� � ,��, �
���o � � »�� , �� �_ ae , _ �
R¢sWlingGutlmFlowDeV�hOwsldeo(LocalDapression tl,i,,,e= it6] inc�ez
' ResultantSt tC ntlltions
TOt21 Inle��e gt� L= 10 0�ee�
♦ . ... ..� ..., .., .
. , . �IIRasWtan�G itler Flow Ooolh based on ebeet 0411 vrometrvt .i= . �,,,�
' .. u ResWtanl Strem Flow Sp�eaa i�asetl on sM1eal Q�Allow geomeVy) T= 21.0�eal
y IIResWtan�FlowDepNalMazimumAllowable5prcad tl.sr=r..z � 000 'mc�es II
' ' ... . . . -.::'.� . .... >,._-y • .;�.... . ,e..,
ro, , � . „ , ._ ... ��u n�.��a ro i uv�voa src ua , .na,.ro-nw,.v��
t •
, UD-InIe40PCi0.majo[xls,Inlet In Sump 6/92006,1126 AM
A..�,�,��.m, . . . � .ara.� � i ��� �[ . .. _. — .
. o Nou•�^,ev ��v�.di _nrdad e> >, �i� o � v� �
�.� .�^a,^,^� ,4, �o .a� sP` ,'� "� �.� ��� X34N1 3WVN 133211S '
o- � e o
0 0
,�,�,��.b�n�,m,��, ��. ^.:° , � � , � < <� �� �� �� � -
w,e���::��Ha;��W�" -� : � a6ue� � Iloaa�� �� � oN �Nni� j�
�s}uawn�oQ �p�o�aaw — ; __ � S3Nb� NIHa� '1S ° a
- �
a
_ � /��
., � . z ' � \.�--.,
� _ �
�, w
. �._.. _. . .. .._.. � :
�\ , �o GOGQ3 3.Mc h� I R o
I l �
__. ' c�" �- �'y
y d/aJ � � eIPQ .
�S.
�. I
�� d�� ��Y I .
1
(i
J
��`
� N
Nir I
' ' . .jn .. ..
w � '
� J C I
I{i1NG�C T
r��t°' �i CNLC . �
v� J i�. 54 N II
�.11P'R V I �c �.
.C�' z Ne �,E I
Z A, 0.���
�� ����� � � , f � � � I
II' _ N �
� �"�� ` '°d� � ��� � �
< �
r<.�
i
I ,
� �
Nv =, N
r
� o aa� � � �
� „
I �
,
� � a ao
�A e a-,s ,���� ,� i
r ��` . .IV..
pl 5�ee
\
I �._.. � L _ �p G� 2. . . �
I� . I . .� ' i •
I � ¢ F �
� T ,. � ?� C.�IN �
�. Ml.l
_ . . �dVyMp� � �
Ctl t3r tl '+1�v3 9 Iea15� Ih�nYH� � ��. .
II S k
' � � . h F j � . .
��. a'!5 S, e.` ..
o �'
' lLdd �. � . i r r yy^ ' b w .
, zS � � � ]���h. .
� ..z
. . ^ vSam 'npdyrvv� ` 4 . S
�, a
i �
3INF1Yp63 rc . . ����%;�
� ai S ���f.
p-VY3Ndn\ — Iaa�15 N�n..y�W:� "i'
.3��.�. L.SaJ _
(o —
` n
]y
viu��" �
� a 1 is C> � �3 1 at5 �� �
c �
.y � e t� i- r-
I . Htl � g i a � � rJ o o . . ,� v ,
u3aNJ u.�,_ ;.J.. � � i.c ,'
\
�
a ^ 19h�� .m�. - ♦
_ . :.��.- . .. . . .�, �" -b t: v � �
s
zi s a k . ' . . �4`�.. h o , o ., �
" � .
i -.... ��i.,..
tt
�
i . . . .. .... ... � �i �..
�\
��— ___. . � .
\
\
�
FP
_ ��_
.. 110tl] �_ _.. -.�--
SZZ�L 'Ol-£3 �Wd b9�bl��' 900ZI619'xapul'dd '6Mp�aweN�aa��S CllO-;L0£1dWMS ��u��a6ew,e�4� 6uy��6u3""1£\SLO£1�d
�
' STREET CAPACITY
• Cross Section for MINOR STORM STREET D DPA1
'
ProjeCDescriptian .. � "�.. . � .�. � . �
' Flow Element Irregular Section �
Friction Method� Manning Formula
Solve For: Normal Depih
' Section Data : �� � �. �� � �
Roughness Coeffcient: 0.016
' Channel Slope: 0.00800 ft/ft
Normal Depth: 0.49 ft
Elevation Range�. 9.00 to 10.00 k
' Discharge: 1020 ft'/s
'
'
'�
,
,
" —_ T
1 ` �,�„
�
1y93tt —�
'
'
� � � `.�
H 1
'
'•
'
'
' STREET CAPACITY
• Cross Section for MINOR STORM STREET B DPA2.2
, Pr6j�ct=R$s�tiPtion �z ₹ k , , '...;
Flow Element: Irregular Section
' Friction Method: Manning Formula
Solve For Normal Depth
' Seetiarr CSat�
Roughness Coefficient 0.076
Channel Slope: 0.01700 Wft
' Normal Depth: 0.47 ft
Elevation Range: 9.00 to 1027 ft
� Discharge: 9.90 ft'/s
'
'
'•
,
� ... ... .._.
a?,�
' i7 _:�n
r---- �
,
'
, } ��
t
� �
'
�
' STREET CAPACITY
• Cross Seetion for MINOR STORM STREET B DPA3
� iNts)ecf"flescri�ti�ra . . . . .
' Flow Element Irregular Section
Friction Method: Manning Formula
Solve For: Normal Depth
� �tfafr=l92fa�, "'': . _ . . . . .
Roughness Coeffaent 0.016
Channel Slope: 0.01050 ft/ft
' Normal Depth: 0.48 ft
Elevation Range: 9.00 to 10.27 fl
' Discharge: 10.60 ft'/s
'
'
��
'
'
'a,:,r
� � 11:51 �: _ � �
'
'
' y �I
'
'•
'
'
, STREET CAPACITY
• Cross Section for MINOR STORM STREET E DPA6.1
' ('roj�bsscriptian
� :,
' Flow Element: � Irregular Section ��
Friction Method� Manning Formula
Solve For: Normal Depth
' SecE�t Oata ��.� - . . � � :.
Roughness Coeffcienf 0.016�
� Channel Slope: 0.01310 ft/ft
Normal Depth: 0.48 ft
Elevation Range: 9.00 to 70.00 ft
, Discharge: 11.90 ft'/s
'
'
'•
'
,
T
n:4�.�
1 i {.t.�:3�t � _i_
�
�
t d' S �
N 1
'
' •
'
�
tSTREET CAPACITY
� Cross Sec4ion for MINOR STORM STREET B DPA6.2
' p`roject DCscr±ption
' Flow Element: Irregular Section � � �
Friction Method: Manning Formula
Solve For: Normal�epth
' Seefion Da�ftt ... . .. .� _.. , ,
RoughnessCoefficienk 0.0i6
ChannelSlope�. 0.05000 fVft
tNormal Depth: 0.40 ft
Elevation Range: 9.00 to 1027 tt
� Discharge: 12.50 R'!s
'
'
'•
'
,
�,1�i �
' I .._—;a.aa ,t � _•_.
'
'
� � � �
H 7
,
�•
'
'
' STREET CAPACITY
• Cross Seetion for MINOR STORM STREET G DPA7.�
, P�ect Deg@rdptio� .. . . .
� Flow Element: � Irregular Section
Friction Method: Manning Formula
Solve For: Normal Depth
' Section Data .. . �� �.� . ... . . .
Roughness Coefficient 0.016
Channel Slope: 0.00800 ft/ft
' Normal Depih: 0.48 ft
Elevation Range: 9.00 to 10.00 k
' Discharge�. 9.10 k'/s
�
'
'�
'
'
T
�i dP� '!
' J_
y �.,38 "! �
'
,
� N� 5 �
H1
'
' •
'
'
' STREET CAPACITY
• Cross Section for MINOR STORM STREET H DPA15.1
' Prssjecf�?escription ..
' Flow Element � Irregular Section� � �� �
Friction Method Manning Formula
Solve For: Normal Depth
' SeGion Data '�. � _- - .
Roughness Coefficient: 0.016
Channel Slope�. 0.01140 ft/ft
' Normal Depth: 0.42 ft
Elevation Range: 9.00 to 10.00 ft
' Discharge: 6.90 fl'/s
,
'
'�
'
'
T
]l.
, �
�-��3�tt �
'
�
, % � �
H 1
,
'•
�
'
' STREET CAPACITY
• Cross Sec4ion for MINOR STORM STREET B DPA15.2
' �fQJ&G[{)ESIX�R«b�1 '
_:... .. .,., _. . . . ... . � � .. ... :_, .:,.�
' Flow Element: � Irregular Section
Friction Method: Manning Formula
Solve Por: Normal Depth
' Se�tion Data � � � :. . _ . .' .
Roughness Coe�cient 0.016
Channel Slope: 0.05000 ft/ft
' Normal Depth�. 0.33 ft
Elevation Range�. 9.00 to 1027 ft
' Discharge: 6.30 ft'/s
'
'
'�
'
'
� :� �
� �—l V�3 tt --� �
1
�
� �/� S �
M 1
'
' •
'
�
' STREET CAPACITY
• Cross Section for MINOR STORM STREET B DPA16
' ��I�G6:�e�nptioh . . . " , x r.�:�.. �<.
' Flow Element: Irregular Section
Friction Method: Manning Formula
Solve For. Normal Depth
1 seatunt�aca _ ` '
Roughness Coefficient: 0.016
Channel Stope: 0.05000 tVft
' Normal Depth: 0.36 k
Elevation Range: 9.00 to 7027 ft
� Discharge: 8.70 ft'/s
'
'
,•
�
'
1'F ,1
' �i� a2n --- I �
1
,
,
, .��.. g l=,
H 7
,
'�
'
'
� STREET CAPACITY
� Cross Section for MINOR STORM STREET C DPA8.2
, prqjegt pgsi�!f'i�'� . �' ,�';�-'���, ,:_'-`'` . .
FlowElement IrregularSection ��
' Friction Method: Manning Formula
Solve For: Normal Depih
� 5e�tlon t3ata '.'. �. ��- , .
Roughness Coefficient 0.016
Channel Slope: 0.00920 ft/R
' Normal Depth: 0.42 h
Elevation Range: 9.00 to 10.00 ft
Discharge: 6.30 ft'/s
'
'
'
'•
1
' —
—r'
nq:.ti
, —L
�—i5A2tt �
�
'
'
' � H 1
'
'•
'
'
' STREET CAPACITY
• Cross Section for STREET C DPA18
' Pxajgct3�s�t�p#iGn
' Flow Element: Irregular Sedion
Fridion Method: Manning Formula
Solve For: Normal Depth
' Sectlan flat� �,-.. � � . �� �. - � . .
Roughness Coeffiaent. 0.016
Channel Slope: 0.00900 fUft
' Normal Depth: 0.47 ft
Elevation Range: 9.00 to 10.00 ft
' Discharge�. 9.00 R'/s
'
'
'.
'
'
,.r_—'1—�^r' T
�,�,
' '---1 7 08 fi , �
'
'
' � � �
H 1
'
1•
'
,
' STREET CAPACITY
� Cross Section for MINOR STORM STREET J DPA9
� Pto[e�deserfptian ` ' �,t� �-'
Flow Element: Irregular Section � � � � �
' Friction Method: Manning Formula
Solve For: Normal Depth
' Seet[bn Data ;' ' � -
Roughness Coeffcient 0.016�
ChannelSlope: 0.05000 fUft
' Normal Depth: 0.42 ft
Elevation Range: 9.00 to 10.00 R
, Discharge: 14.00 ft'/s
'
'
'•
�
'
T
q �
, J—
�--�15:13 tt --�
1
,
� �J� 5 �
ht
'
'�
,
�
� STREET CAPACITY
• Cross Section for MINOR STORM STREET C DPB5 1
� ?'���s�dptior� , t �=�� ��-� _ F,'-`. P . r
Flow Element � Irregular Sedion
' Fridion Method: Kutter Formula
Solve For: Normal Depth
� 8�on Qata ".:-
Roughness Coeffiaent 0.016
Channel Slope: 0.01350 ft�R
' Normal Depth: 0.46 k
Elevation Range: 9.00 to 10.00 ft
Discharge: 9.20 ft'/s
,
,
'
'•
'
' T
�aBr,
� �--i?.57 rc —� �
'
�
I � �
� ,
1
1�
1
,
' STREET CAPACITY
• Cross Section for MINOR STORM STREET C-2 DP85.2
� ProJeet U�5�tti€e
Flow Element � Irregular Section � � � ���
� Friction Method: Kutter Formula
Solve Foc Normal Depth
' Sactian Data ��- -.�- . - . . .
Roughness Coefficient: 0.017
Channel Slope: 0.00800 fVg
' Normal Depth: 0.52 h
Elevation Range: 9.00 l0 10.00 ft
, Discharge: 10.00 ft'/s
'
t
'�
,
'
T
t7 52't
� � ��
�---79.h5rt —�
'
1
� Y 5 �
Hi
�
'�
1
�
' STREET CAPACITY
� Cross Section for MINOR STORM STREET C DPB2
� Proje}��es��'pfion x� ` `r��' �° -�� : ,��-�;
4S .. . ._-T'�� . . . . c.
Ja
Flow Element Irregular Section
' Friction Method: Kutter Formula
Solve For: Normal Depth
' SecGon Oata ;� - .. - � .
Roughness Coefficient: 0 016
Channel Slope: 0.01350 ft/ft
� Normal Depih: 0.45 ry
Elevation Range: 9.00 to 10.00 k
� Discharge: 7.90 ft'/s
'
'
'�
'
'
T
`?9�'i
' �_
�-1 h G?rt �
,
'
� � � �
H: 1
'
,�
,
'
' STREET CAPACITY
Cross Section for MINOR STORM STREET K DPB3
N� Proje'ct Descn�id��< -s-,� -,
� �. �. : ., . . .
. . ..:.� . � �. ,
Flow. . _. , .n ���,'-. . . . .. . . .. . .
Element: Irreguiar Section
' Friction Method: Kulter Formuia
Solve For. Normal Depth
' Section Data ...�, -:.- . ,
Roughness Coeffcient: 0 016
Channel Slope: 0.00900 ry/ry
' Normal Depth: 0.48 ry
Elevation Range: 9.00 to 10.00 ft
Discharge: 870 ft'/s
,
�
,
'•
�
' -
_
r�ayn
� �----i s F� » --� �
�
'
' �,,, g c.
H1
'
' •
,
'
' STREET CAPACITY
• Cross Section for MINOR STORM STREET K DP612
, Y �.
�'t�t[3�st�Ton . :.��"`. . :',.*". ' ��� ...�,, . . .
Flow Element: Irregular Section
' Friction Method: Kutter Formula
Solve For: Normal Depth
' Ses�Jfl�#3aY�Y€ ; 3�,
Roughness Coeffiaent: 0.016
Channel Slope: 0.02800 ft/fl
' Normal Depth: 0.44 ft
Elevation Range: 9.00 to 10.00 k
Discharge: 11.10 k'/s
�
'
'
�•
'
' T
()y'�7
' �.
�1b'St rt �
'
'
' V S V
N. 1
'
��
'
,
� STREET CAPACITY
� Cross Section for MINOR STORM STREET Q DP624 1
�� � �
� .
����k7b33,XA� r�� .r � � � sn s ;�c ;;.� ` � -� s""
`x;
�<+.. f �. . m . .. ..._�, =. x "
Flow Element: Irregular Section
' Friction Method: Kutter Formula
Solve For: Normal Depth
' P���SS �.. Y- ..... �YRTe ax.� . .
Roughness Coeffiaent: 0.016
Channel Slope: 0.03200 ft/ft
' Normal Depth: 0.44 ft
Elevation Range: 9.00 to 10.00 ft
Discharge: 11]0 ft'/s
'
,
'
'�
'
' T
t)QQ P?
, �_
`�-1b.�1�rt --3
'
r
� ,, � �
K ,
�
�i
1
1
' STREET CAPACITY MINOR STORM
• Cross Section for WCR 9.5 WIO TURN - NORMAL 2% DPC2
' Projeot bescription � . . ��
' Flow Element � ��Irregular Section
Friciion Method: Manning Formula
Solve For: Normal Depth
' SeetlonDaia ����� .. . " � .
Roughness Coeffiaent 0.016
Channel Slope: 0.04000 fVft
' Normal Depth�. 0.37 ft
Elevation Range�. 892 to 10.39 k
, Discharge: 7.70 ft'/s
'
'
��
,
'
ri?> ry
� �- - J1 ft -�
I
'
,
' y �
FI �
'
' �
'
'
' STREET CAPACITY MINOR STORM
Cross Seetion for WCR 9.5 WIO TURN -RUNOUT 1% DPC2
�
Pfnj�cS DescripEiRh - � � � . .. .
� Flow Element Irregular Section
Friction Method: Manning Formula
Solve For: Normal Depth
t Sectian Data '.�. . . . � . . . � � . � . .
Roughness Coeffiaent 0.016
Channel Slope: 0.04000 ft/ft
' Normal Depth: 0.34 ft
Elevation Range�. 922 to 10.31 ft
, Discharge�. 7.90 ft'/s
'
,
�
'
' •, n:ar
' I--�a sa n —�
'
,
� �,; � ��
ni
'
�i
i
'
, STREET CAPACITY MINOR STORM
� Cross Section for WCR 9.5 W TURN -FULL SUPER - 4% DPC9
, Ptaject=Descriplion . � � . .
Flow Element:� Irregular Section�
' Friction Method: Manning Formula
Solve For: Normal Depth
, Section Eaais ;
Roughness Coe�cient: 0 016
Channel Slope: 0.04000 k/ft
' Normal Depth�. 0.37 k
Elevation Range� 7020 to 12.69 ft
Discharge: 5.30 ft'Is
'
'
'
��
'
' �_
� -�--- ;,�
� � - �
�
� � � �
� ,
�
� �
�
'
� STREET CAPACITY
� Cross Section for WCR 9.5 WIO TURN -RUNOFF - 2% DPC15
Rroject�escrlption��� � . � � . . .
� Flow ElemenC � Irregular Section � �
Friction Method: Manning Formula
Solve For: Normal Depth
' Section Daka ..: . '� � . � � . . . . .
Roughness Coeffiaent 0.016
Channel Slope: 0.04000 ft/ft
' Normal Depth: 0.31 ft
Elevation Range: 1020 to 12.09 ft
' Discharge: 3.80 ft'/s
'
'
�
'
'
� tt a^1 tt
�-9!l4 fl �
'
1
' �/ � r.._:�:
l
� i
'
��
'
�
' STREET CAPACITY MINOR STORM
� Cross Section for WCR 9.5 W/O TURN - FUII Super - 4% DPC4
' Projeci Description � . � ; � . .
' Flow Element: Irregular Section
Friction Method: Manning Formula
Solve For. Normal Depth
� Section Data � � . � � � � �
Roughness Coefficient 0.016
Channel Slope: 0.04000 ft/ft
, Normal Depth: 0.45 ft
Elevation Range: 7.77 to 10.00 ft
' Discharge�. 10.10 k'/s
'
'
,�
1
'
��^""��
� �.��H
; ,u i +� -i
'
'
' �� S L.
H 7
t
'�
'
'
, STREET CAPACITY MINOR STORM
• Cross Section for WCR 9.5 W TURN - FUII Super - 4% DPC7
' ProjeciDescription � � .. . � . ��. ��� � � �
' Flow Element: Irregular Section
Friction Method: Manning Formula
Solve For: Normal Depth
' Sectfon Data. � � . .
Roughness CoeNicient 0.017
Channel Slope: 0.04000 ft/ft
' Normal Depth: 0.42 ft
Elevation Range: 9.16 to 12.07 k
' Discharge: 7.60 ft'/s
'
'
'�
,
� �
'
' i�:�� _�,�_ K i
'
' , � f"�
'
' •
'
�
' STREET CAPACITY
. Cross Section for STREET C MINOR STORM S=3.05%
1
ProjecG�escription : . � . � . .
' Flow Element: Irregular Section
Friction Method: Manninq Formula
Solve For Normal Depth
' Sectibn�Data � . . � � � . . . � ' � �. . .
Roughness Coeffcient: 0.016
' Channel Slope: 0.03050 R/ft
Normal Depih: 0.50 h
Elevation Range: 9.00 to 10.00 ft
' Discharge�. 21.00 ft'/s
'
'
�•
�
t
T
1 !cal .r
i 13 O7 7( � —L
' �
t
' � � ��'
'
'�
t
'
� STREET CAPACITY
• Cross Section for STREET C MINOR STORM S=3.05%
�
Project Description �� �� � : � . . . � �
' Flow Element: Irregular Section
friction Method: Manning Formula
Solve For Normal Depth
� $eCfiPn�aia �:'�. .. . . . .
Roughness Coeffiaent 0.076
' Channei Slope� 0.03050 ft/g
Normal Depth: 0.50 g
Elevation Range: 9.00 to 10.00 ft
' Discharge: 21.00 ft'/s
'
,
'•
'
�
�" T
� q��i❑
; t9nt n � �
'
1
' 1 , �
hi
'
' �
�
'
tSTREET CAPACITY
• Cross Section for STREET C MINOR STORM S=1.71%
' Projeet Description � � � � �
' Flow Element: Irregular Section �
Friction Method: Manning Formula
Solve Foc Normal Depth
' SectionDa{a �.. . . ... . .... �. .. ...: � �� .
Roughness�Coeffc�ent �0.016
Channel Slope: 0.01710 fVg
, Normal Depth: 0.50 g
Elevation Range: 9.00 to 10.00 ft
� Discharge: 16.00 ft'/s
�
t
1�
'
'
� T
' ^�_ n G.n r,
�� tF.n � �
'
'
� �' S �
Hi
,
'�
,
'
' STREET CAPACITY
� Cross Section for STREET C MINOR STORM S=.93%
�
Pr4jed Desuiption �. . . � . . . . .
� Flow Element: Irregular Section
Friction Method: Manning Formula
Solve Foc Normal Depth
' Sectian Daia � ... :. .. . .. � . . . �
Roughness Coefficient 0.016
, Channel Slope: 0.00930 ft/ft
Normal Depth�. 0.50 ft
Elevation Range�. 9.00 to 10.00 k
' Discharge: 11.50 ft'/s
'
�
�s
�
�
T
, ?=,f� ct
. t 9 nn n -�I �
'
,
� �' 5 �
H 1
'
' •
'
'
' STREET CAPACITY
. Cross Section for STREET C MINOR STORM S=1.25%
� Project-Oescription � � � � . . � . .
Flow Element: Irregular Section
' Friction Method: Manning Formula
Solve For: Normal Depth
' Section Data � . . . � �
Roughness Coefficient 0.016
Channel Slope: 0.01250 ry/k
' Normal Depth: 0.50 ry
Elevation Range: 9.00 to 70.00 ft
Discharge: 13.00 ry+�s
'
'
'
�i
1
1
- - T
��� �
� �
° ,;,s,a n _�i
'
1
� d s [��
Hi
'
,•
,
'
' STREET CAPACITY
� Cross Section for STREET C MINOR STORM S=2.5%
, ProJect Description � �� . . .- �.
Flow Element: Irregular Section
' Friction Method: Manning Formula
Solve For: Normal Depth
� Section Data � -����� � �� � '
Roughness Coeffcient 0.016
Channel Slope: 0.02500 fVft
' Normal Depth: 0.50 fl
Elevation Range: 9.00 to 10.00 ft
' Discharge: 19A0 ft'Is
'
'
'�
'
' T
Cf50n
' r-�+nan -� �
,
'
I � S �
H 1
,
' •
'
r
' STREET CAPACITY
Cross Seclion for STREET C MINOR STORM DPC7
��
Pro�eet de��iptid'n , 5'..
t Flow Element: Irregular Section
Fridion Method: Manning Formula
Solve For: Normal Depth
� Section Data ,��_ , � � ��
Roughness Coefficient 0.016
Channel Slope: 0.01000 fUft
, Normal Depth: 0.49 k
Elevation Range: 9.00 to 10.00 ft
� Discharge: 11.50 k'/s
'
'
�•
,
'
T
p99 h
� �
�-is.e4 n --�
'
,
' y ' �
H7
1
' �
t
,
' STREET CAPACITY
Cross Section for STREET C MINOR STORM DPC16
'� {�r4j@t�:`6Q§qription x.
Flow ElemenC Irregular Sedion
' Friction Method: Manning Formula
Solve For: Normal Depth
' Settion Data ... . . ,. . .. .. . . � � �
Roughness CoefficienC 0 Ot6
Channel Slope: 0.01000 ft/ft
' Normal Depth: 029 ft
Elevation Range: 9.00 to 10.00 k
Discharge: 2.10 ft'/s
'
�
'
'�
'
�
J2� '
' �9.iV rt --{ y
'
'
'% � L�
' K1
1
' •
'
1
' STREET CAPAGTY
Cross Section for MAJOR STORM STREET D@ DPA1
'• �' � ,. _x `. . .
P(Uj.@�€1�SCt3p� '� � ..�_. . .
. . . . � `s���.`' ..
Flow Element: Irregular Section
' Friction Method: Manning Formula
Solve Foc Normal Depth
� Se�ctian Dat� :.: _ : . .�� . . . _ . . ..
Roughness Coeffcient 0.021
Channel Slope: 0.00900 fUft
' Normal Depih: 0.65 ft
Elevation Range: 9.00 to 10.00 ft
� Discharge: 40.80 k'/s
'
'
'•
�
' .__ {l � �JB��t
i
1 F- �:�,, � --�
1
1
1 `� ' °
k1
'
' •
'
�
' STREET CAPACITY
� Cross Seetion for MAJOR STORM STREET B DPA2.2
' Rrb�tt��sc�iptltsn e�, �.:_ �. .₹',.. ..
Flow Element Irregular Sedion �
� Friction Method: Manning Formula
Solve For: Normal Depth
' 5�atu+ir�3afa
Roughness CoeRicient. OA22
Channel Slope: 0.01050 ft/ft
' Normal Depth: 0.74 k
Elevation Range�. 9.00 to 1027 k
' Discharge: 33.90 ft'/s
1
'
'�
�
� ^
T
0 74 tt
�
' � _:,- r� n �
,
'
' v $ �
H 1
'
� •
'
'
� STREET CAPACITY
� Cross Section for MAJOR STORM STREET B DPA3
' ��Ale��st�i�tion �a,. ,; .
Flow Element: � � Irregular Section���
' Friction Method: Manning Formula
Solve For: Normal Depth
� SasEion Da� _ _
Roughness Coeffcient: 0 022
Channel Slope: 0.01050 ft/ft
' Normal Depth: 0.80 ft
Elevation Range: 9.00 to 1027 ft
Discharge: 42.90 k'/s
1
'
'
'�
�
' � . ..' ` . . . . . —(—
O.YrO fl
�
' f I
a0 2�tt
1
,
' V $ �
Fi i
'
� •
'
r
' STREET CAPACITY
Cross Section for MAJOR STORM STREET A DPA4
�� ProjecC-i�eSctaptian m: x .Y�� °. "� ..
Flow Element: Irregular Section
' Friction Method: Manning Formula
Solve For: Normal Depth
� ����4fi DAE& �: . .:.. - ₹� :'�_ .
Roughness Coeffaent: 0.016
Channel Slope: 0.02300 k/ft
' Normal Depth: 0.43 k
Elevation Range: 9.00 to 10.00 ft
Discharge: 10.30 ft'/s
'
'
'
1•
'
t r,
�--
� ..._ �� �1,1;�
� t-�s os n --� �
'
'
' , � M t
'
� a
�
,
' STREET CAPACITY
Cross Section for MAJOR STORM STREET E DPA6
'• T+�9Jeit Deserip�n �`j �� � . ' ,. . F"= ;
Flow Element: � Irregular Section �
' Friction Method: Manning Formula
Solve For: Normal Depth
� Secitarz6ata = :
Roughness Coefficient 0.018
Channel Slope: 0.01370 fUft
' Normal Depth: 0.56 ft
Elevation Range' 9.00 to 10.00 ft
�ischarge: 35J0 ft'/s
1
,
,
'•
'
� 0 58 tt
' 1--- a�F� rt i
'
'
� 1/ } H t
'
� •
t
'
, STREET CAPACITY
Cross Section for MAJOR STORM STREET B DPA6.2
� �
Project DBsctilnion ,�F�� nm. z ;
. . . �z�:s: . .
Flow Element Irregular Section
' Friction Method: Manning Formula
Solve For: Normal Depth
.. .. . . _..._..._....__.. .. .. .
' Section Oata �. :� ",'-��' _ . _
Roughness CoefficienC 0.021
ChannelSlope: 0.05000 fVft
' Normal Depth: 0.70 k
Elevation Range: 9.00 to 10.27 ft
Discharge: 60.90 ft'/s
t
,
'
1•
,
' T
o7un
i
, �-- :5.9:,!t -�
,
,
� � � �
H 1
'
' •
,
'
' STREET CAPACITY
Cross Section for MAJOR STORM STREET G DPA7 1
�• - '. eription ..
:. � . . . . . _ _..W .. : _ . .
Plow Element: Irregular Section � � �
� Friction Method: Manning Formula
Solve For Normal Depth
� Rough�_oess CoefficienL 0.018 �
Channel Slope: 0.00800 k/k
' Normal Depth: 0.56 k
Elevation Range: 9.00 to 10.00 ft
Discharge: 2Z50 fNls
'
'
�
'•
'
' OS6fl
� 42 36 � ---�
,
'
'
V 5 L
, F1 1
,
' •
'
�
' STREET CAPACITY
Cross Section for MAJOR STORM STREET 8 DPA7.2
'• Pr'pject�saript?ort , �', —
: _<�, � ,_;:. , ., �,�,.- _ � �r;:;.. ..�� . .: ..,...
Flow Elemenk �� Irregular Section �
' Friction Method: Manning Formula
Solve For: Normal Depth
� .6ECt1o0DaFd �:. l -� .xn.- � . ' ..
Roughness Coeffiaent: 0.021
Channel Slope: 0.05000 k/k
' Normal Depth: 0J2 k
Elevation Range: 9.00 to 10.27 k
Discharge: 67.40 ft'/s
�
'
'
'•
'
, T
0?2 it
i
� ( _5 0, ,y �
'
r
� V5 �
� ,
�
� •
�
'
' STREET CAPACITY
Cross Section for MAJOR STORM STREET F DPA14
�� ��" h��a �-rs�
�' .. nP�4 , �: ��_� ���a.,'�, ' .
Flow ElemenC � � Irregular Section
' Friction Method: Manning Fortnula
Solve For: Normal Depth
_ ..._. ... .. _ ... . .
t S�or,D21a... .- `; ,
Roughness CoeKaent 0.016
Channel Slope: 0.00900 ry/g
' Normal Depth: 0.50 ry
Elevation Range: 9.00 to 10.00 k
Discharge: 11.60 ft'Is
,
M
1
1�
1
1
�
o4�att
' t---15.15 fl ---� �
1
'
� V� 5 �
H 1
'
' •
'
1
, STREET CAPACITY
Cross Section for MAJOR STORM STREET B DPA74
�� Pr�Jeet 6escdpkion �, �
Flow ElemenF. Irregular Section
, Friction Method: Mannin9 Formula
Solve For: Nortnal Depth
� 3eetiOn Data = �...,_„ . '. , .
Roughness Coeffiaent: 0.01S�
Channel Slope: 0.01050 tVk
, Normal Depth: 0.57 k
Elevation Range: 9.00 to 1027 ft
Discharge: 15.40 ft'/s
,
'
,
'•
�
'
T
t��?ffi
�
1 I---�=�_�.tt �
1
1
1 ,, 4 �
H 1
,
' •
'
'
' STREET CAPACITY
Cross Section for MAJOR STORM STREET FI DPA15.1
� RCO1eGfOGSS7j(��iiJit t�x� . . ,� r%=.
Flow Element: Irregular Seclion �
' Friction Method: Manning Formula
Solve For: Normal Depth
. ._ .. . .._. _... .. . .
' SectiOn.�latac� ': . . ..� �..�: . .
Roughness Coe�cient: 0.016
Channel Slope: 0.01340 ft/ft
� Normal Depth: 0.46 ft
Elevation Range�. 9.00 to 10.00 ft
Discharge: 21.70 ft'/s
�
'
'
'•
'
� . � _. . -^����,_
oasn
�— s�i� r: — --� _._
t
'
�
' ' ��
,
� •
1
�
' STREET CAPACITY
� Cross Section for MAJOR STORM STREET B DPA16
1�i`¢}�Gt flesCtiptiora � • � `� `.; 'µ
Flow ElemenC � Irregular Sedion �� � �� N �� :�� � �.� ��...
' Friction Method: Manning Formula
Solve For: Normal Depth
' S242f6t1{feffl ..�:'�. . , - . . . . ..
Roughness Coefficient: 0.018
Channel Slope: 0.05000 ft/ft
' Normal Depth: 0.56 ft
Eievation Range: 9.00 to 1027 k
Discharge: 32.60 k'Is
�
'
'
�
'
' T
._.. ����F�
�L
' �2 �� �} �
t
'
' �. S H 7
'
�
'
1
, STREET CAPACITY
� Cross Section for MAJOR STORM STREET C@ DPA18
F`#6fPCtk�CBftfl r_. . .. `` ��''�;,
Flow Element: � Irregular Section
� Fridion Method: Manning Formula
Solve For: Normal Depth
... . ... . ...._.. . .
' �on�ata �w�-` �F.''
Roughness Coefficient: 0 018
Channel Slope: 0.00900 ft/ft
' Normal Depth: 0.54 ft
Elevation Range: 9.00 to 10.00 ft
Discharge: 27.10 ft'!s
,
'
'
�
'
' ....� . 0.54 N
� �= ny r, �
'
1
'
' �i 5 H1
'
�
'
�
� STREET CAPACITY
� Cross Section for MAJOR STORM STREET J@ DPAS
Projecf�esoriphon . ��� �
Flow Element: Irregular Section �
' Friction Method: Manning Formula
Solve For Normal Depth
� 3estioo Data ����- . - `_. '. . . . �� ` . .
Roughness Coefficient: 0 016
Channel Slope: 0.05920 ft/ft
' Normal Depth: 0.41 ft
Elevation Range: 9.00 to 10.00 ft
Discharge: 2920 ft=/s
'
�
,
�
'
� � `� ��—�_.— 0 51 tl
� F- ,3,� � �
�
�
, / } H 1
'
�
,
'
' STREET CAPACITY
� Cross Section for MAJOR STORM STREET J@ DPA9
RrojeCtQe$etipflon .
Flow Element �Irregular Section
� Friction Method: Manning Formula
Solve For: Normal Depth
' SBCfIon Date� . . �.� � . � . .
Roughness Coefficient 0.016
Channel Slope� OA5920 ft/ft
' Normal Depth: 0.50 @
Elevation Range�. 9.00 to 10.00 ft
Discharge�. 58.40 ft'/s
,
'
'
�
,
� `- .._ f�Sb fl
� _�01 r ----{ �
,
'
'
� %-S C=,`
H 1
'
�
'
�
tSTREET CAPACITY
• Cross Section for MAJOR STORM STREET C@ DPA11 & DPA12
, Prajeat flesc�p�ipn . � .. . ..
Flow Element� �� Irregular Section �
' Friclion Method: Manning Formula
Solve For: Normal Depth
' sec#ion!3a#a .-:°
Roughness Coeffiaent: 0.017
Channel Slope: 0.00920 k/ft
' Normal Depih: 0.52 k
Elevation Range: 9.00 to 10.00 ft
Discharge: 24.70 ft'/s
�
'
'
�
'
, ^ ... p.52 tl
' � �=?2�M -----------�
,
�
, � 5 �7
'
�
�
'
' STREET CAPACITY
� Cross Section for MAJOR STORM STREET C DPB5.7
��"��`"�e��$7t'� �` -' a ys��:.m.°� � . . __ .
Flow Element: Irregular Sedion
' Friction Method: Manning Formula
Solve For: Normal Depth
' v"e�it�k2 ;:�e - ' ,`. >,a,.,.. .. ' Y; .
Roughness Coefficient 0.021�
Channel Slope: 0.01350 fVft
' Normal Depth: 0.64 k
Elevation Range: 9.00 to 10.00 ft
Discharge: 49.40 ft'/s
�
�
'
�
,
� .. .. . p.d9 tk
�
� 48;3r �
,
1
'
' V' 5 L,
H 7
'
�
t
'
' STREET CAPACITY
• Cross Section for MAJOR STORM STREET C DPB5.2
' PEpJ�eE'Qe�cnptiort . ..> �� . "' ..�"���..�a�`fr� , . ���:a.�.
Flow Element Irregular Sedion
� Friction Method: Manning Formula
Solve For: Normal Depth
. ... ..._.. . ... . ..... . ... ._. . . ..
� Seetion Data '�' „_::. : - . ,
Roughness Coeffcient: 0.022
Channel Slope: 0.00800 ft/ft
' Normal Depth: 0.69 k
Elevation Range: 9.00 to 10.00 ft
Discharge: 4470 ft'/s
'
'
'
�
'
' . . _..�._ . O.69 tt
�
! — _��a � - J
' � i
'
'
V. J �
' K1
'
�
,
'
' STREET CAPACITY
� Cross Section for MAJOR STORM STREET K DPB14
��,. �R�p;� m.�-�'�.�``•J�` ,:. �`�_`'£� ( x. £ �.°��'" *�,�'��..3��
. r�.._._ �. . ., , . .. .. � ,..w�=:
Flow Element: Irregular Section �
' Friction Method: Manning Formula
Solve For: Normal Depth
' �"ectio�F>afa ..: „ � . :�.���_._—, - - .— '�+�U.-€'��
Roughness Coefficient: 0.019
Channel Slope: 0,00900 k/k
� Normal Depth: 0.57 k
Elevation Range: 9.00 to 10.00 k
Discharge: 30.50 ft'/s
'
'
'
�
'
' a ei n
i �}�'^n �
�
'
�
, v } �
H �
�
�
'
�
' STREET CAPACITY
� Cross Section for MAJOR STORM STREET K DP672
�f�4��83Ci1�IQi1 r >^ '��•`' "#, � � .,r,`, r':..€* syb �"-'-:;�. .
„. . . . , r . .. ,.,,
� . _... .. .".' . .,_.. ... '. . :• ,.r : . .� ..
_ . ... . .. .. . .a,w.-�
Flow Element: Irregular Section
' Friction Method: Manning Formula
Solve For: Normal Depth
� SeeN6nData �< �`_ �,��.�,� ��
Roughness Coefficient: 0.016
Channel Slope: 0.02800 {�h
' Normal Depth: 0.49 h
Elevation Range: 9.00 to 10.00 k
Discharge: 37.00 ft'/s
�
1
'
�
'
, .._ ^ 0.49 d
, f-------r a�r ---� �
1
1
i � 5 �,
� ,
1
�
1
'
' STREET CAPACITY
• Cross Section for MAJOR STORM STREET Q DP624
' ^ "*-
Proj�ot33escription x .�� ��� �-r ,.�,^��'�- v
�. F .. ��x �,,..v: ;
Flow Element Irregular Section �
' Friction Method: Manning Formula
Solve For: Normal Depth
' 8ectinn Date�:�� � . - - . .�. �
Roughness Coeffcient: 0 016
Channel Slope: 0.03200 {�/ry
, Normal Depih: p.q7 h
Elevation Range: 9.00 to 10.00 ft
Discharge: 3420 k'/s
'
1
'
�
�
' 0 a7 rt
` � O� Y ___�
� I
'
'
' �� J �
H 1
'
�
'
1
' STREET CAPACITY
� Cross Section for MAJOR STORM WCR 9 1l2 DPB21
Proj�Descrt�tto"h "
�
FIow�Element: Irregular Seclion �
' Friction Method: Mannin9 Formula
Solve For: Normal Depth
' Sedion Data � �:c . . � � � � .. � .
Roughness Coeffcient. 0.019
Channel Slope: 0.00660 ry�h
' Normal Depth: 0.61 g
Elevation Range�. 9.00 to 10.69 ft
Discharge: 1570 ft'/s
�
,
'
�
'
t _
961 �
� �
�-- �3S;;tt �
'
'
' / 5 \
H 7
'
�
,
1
' STREET CAPACITY MAJOR STORM
� Cross Section for WCR 9.5 W TURN - FUII Super- 4% DPC'I
Project Description � . �
Flow Element Irregular Section � �
' Friction Method: Manning Formula
Solve For Normal Depth
' Sect�on:Data . ,:. . . - � . � _ .
Roughness Coefficient: 0 023
Channel Slope: 0.04000 ry/g
' Normai Depth: 0.63 g
Elevation Range: 9.16 to 12.07 ft
Discharge: 17.90 ft'/s
'
'
'
�
'
� �
1 p53..
1 ,_— = . . —J -._.
�
' ' H 7
t
�
'
r
' STREET CAPACITY MAJOR STORM
� N - NORMAL 2% DPC2
Cross Section for WCR 9.5 WIO TUR
Prc�ect Description .
Flow Element � Irregular Section � � � �� H�N
' Friction Method: Manning Formula
Solve For: Normal Depth
� Sectforc€�ata ': � � � �
Roughness Coefficient: 0.016
Channel Slope: 0.04000 ft/ft
, Normal Depth: 0.44 k
Elevation Range: 8.92 to 10.39 ft
� Discharge: 13.60 k'/s
'
'
�
'
�
�1�9 "
� �—�—7 ti ^;��ft --� .�
'
'
' , S �H 1
,
�
,
'
, STREET CAPACITY
� Cross Section for WCR 9.5 WIO TURN -RUNOUT 1% DPC2
ProJect�esedPtiQ7t � �;-- ?� �
Flow Element � � Irregular Section �
' Friction Method: Manning Formula
Solve For: Normal Depih
' Sectiart Dat�. =;_ ', . �� � � . .
Roughness Coeffaent 0.016
Channel Slope: 0.04000 fUk
' Normal Depth: 0.39 k
Elevation Range: 922 to 10.31 ft
' Discharge: 13.60 k'Is
'
'
�
'
� ..., .. . h.33 Si
1 f--_�n�.n �
1
1
1 ,. � �
� ,
1
�
1
'
1 STREET CAPACITY MAJOR STORM
• Cross Section for WCR 9.5 W TURN -FULL SUPER - 4% DPC9
' Project De'scnptlnn . �
' Flow Element � Irregular Section
Friction Method: Manning Formula
Solve For Normal Depth
� Seciion Da3a:� � � � - � � � �
Roughness Coefficient 0 016
Channel Slope: 0.04000 Poft
' Normal Depth�. 0.47 ft
Elevation Range: 1020 to 12.69 ft
' Discharge: 1170 ft'/s
,
'
�•
'
' �_.�A
✓"
, fj g7 tt
' �
�
.�„ � f'��.�
� H i
'
�
'
'
' STREET CAPACITY
� Cross Section for WCR 9.5 WIO TURN - RUNOUT 2% DPC3
, f�oject DesceipNoh . . � ... � .
Plow Element Irregular Section � �
' Friction Method: Manning Pormula
Solve For: Nortnal Depth
' SeetionData ,�: ,.�� �; ���: .. �. �. . '�. . . . .
Roughness Coeffaent 0.017
Channei Slope: 0.04000 ft/ft
' NormalDepth: 049 ft
Eievation Range: 8.92 to 10.39 R
' Discharge: 19.30 k'/s
'
'
�
'
'
na�n
' �------r>;,� .. ----� _�
i
'
'
' I } �
N 1
'
�
'
'
� STREET CAPACITY MAJOR STORM
• Cross Section for WCR 9.5 WIO TURN -RUNOFF 4°/, DPC74
� Projgct Descrfption
Flow Element� Irregular Section �� � � � �
' Friction Method: Manning Formula
Solve For: Normal Depth
� S4�bo F23t8 r. a, ���� . - _
Roughness Coefficient. 0.023
Channel Slope: 0.02000 ft/ft
' Normal Depth: 0.70 ft
Elevation Range�. 7.51 to 10.00 k
Discharge: 20.67 ft'/s
�
'
'
�
'
' `.._�.�
��.
' T
? I I�
: �
�
� � --
�
� `. � �
� ,
�
�
�
�
' STREET CAPACITY MAJOR STORM
• Cross Section for WCR 9.5 WIO TURN -RUNOFF - 2°/, DPC15
' Proje�ttiescription
Flow Element� � � Irregular Section � � � �
' Friction Method� Manning Formula
Solve For: Normal Depth
, Seetmn-Oata
Roughness Coeffcient 0.D16
Channel Slope: 0.04000 fVft
, Normal Depih: 0.40 ft
Elevation Range: 1020 to 12.09 h
, Discharge�. 9.90 ft'/s
'
'
y
�
�
, nauK
�—i;�ex �
�
,
' y S �
F{ 1
'
�•
'
'
' STREET CAPACITY MAJOR STORM
• Cross Section for WCR 9.5 WIO TURN - FUII Super- 4% DPC4
� RtQjYCt F9eserfpSlDn ' ��� � .
Flow Element: � Irregular Section � � � �
' Friction Method: Manning Formula
Solve For Normal Depth
' SeG�on Data ,.�- . ... :.., . , �. . :: . !::
Roughness Coeffcient 0.016
Channel Slope: 0.04000 k/ft
' Normal Depth: 0.43 k
Elevation Range: 7.77 to 10.00 ft
Discharge: 925 k'Is
'
'
'
,•
'
'
,.-.�
' �� i)4`i`«
:_:r.y it —1
'
,
,, 5 L;
' H 1
'
�
'
'
' STREET CAPACITY
� Cross Section for STREET C MAJOR STORM DPC7&DPC16
PtD}s��asC�ptfon �: �-� �:, x�r��.
. . . . , ....:,z.- . . � . . , , x ., ,
Flow Element: Irregular Section
' Friction Method: Manning Formula
Solve For: Normal Depth
1 Sectio�C�ata
Roughness Coeffiaent 0 016
Channel Slope: 0.01000 Poft
� Normal Depth: 0.52 ft
Elevation Range� 9.00 to 10.00 k
Discharge: 25.80 ft'/s
'
'
'
�
t
' 0.52 rt
�-33?i r, --�
'
'
,
I ,/ 5 �
H ,
1
��
1
1
' SECTION B-B
Cross Section for Triangular Channel - SECTION B-B
� Prqed Desc[iption � - �.. � � �
Flow Element Triangular Channel �
' Friction Method: Manning Formula .
Solve For: Discharge
' Section Data� � �� � � ' � �
Roughness Coe�cient: 0.030
Channel Slope: 0.02000 Wft
' Normal Depth: 0.60 g
Left Side Slope: 4.00 fVk(H�.V)
Right Side Slope: 4.00 ft/ft(H:V)
, Discharge: 4.43 k'/s
,
,
�
�
� _.F-T
� �
�
�
� b` i �
H 1
,
�
'
'
, SECTION GC
• Cross Section for Triangular Channel - SECTION C-C
� ProjecQDEBcription . : . � �
Flow Etement Triangular Channel �
' Friction Method: Manning Formula
Solve Foc Discharge
' Section Data `�� ���. � � - � � � �
Roughness Coe�cient: 0.030
Channel Slope: 0.03200 Wft
' Normal Depth: 1.45 ft
Left Side Slape: 4.00 ft/ft(H:V)
� Right Side Slope: 4.00 ft/ft(H:V)
Discharge: 58.93 ft'/s
'
'
�
�
� T
;a, -+
1 �
,
'
� ;, � �
H 1
'
�i
1
'
' SECTION D-D
• Cross Section for Triangular Channel - SECTION D-D
' Project Description :. � � . . . � � � � �. � � �
Flow Element Triangular Channel
� Friction Method: Manning Formula
Solve For: Discharge
, Section Data � �
Roughness Coefficient: 0.030
Channel Slope: 0.03000 fUg
' Normal Depth: L2p g
Left Side Slope: 4.00 ft/k(H V)
' Right Side Slope: 4.00 WN(H:V)
Discharge�. 34A5 ft'/s
'
,
4
�
� T
� ����
� �
�
M
� � � �
H ,
�
�
�
'
' SECTION E-E
Cross Section for Triangular Channel - SECTION E-E
'• ProjectDesetiption * _x
� . : .._ ,. � . • .; .. ' ', � . ._� <.
FIow�Element � TriangularChannel
� Friction Method: Manning Formula
Soive For: Discharge
� SectionData . . : �. - ��.�. � � . ._. �
Roughness Coe�aent 0 030
Channel Slope: 0.04500 ft/ft
� Normal Depth: 1A5 R
LeR Side Slope�. 4.00 fUft(H:V)
Right Side Slope: 4.00 fUft(H:V)
' Discharge: 69.89 ft'Is
'
'
�
,
,,-y
� , �T
� �
�
�
� �
n ,
�
�
�
'
' SECTION F-F
� Cross Section for Copy of Triangular Channel - SECTION F-F
� ProjeGlDe`srxtp,tio4�" . ..
Flow Element Triangular Channel
' Friction Method: Manning Formula
Solve For Discharge
, Section Data � - , � � � �` �. � � . :
Roughness Coefficient 0.030
Channel Slope: 0.02500 wft
� Normal Depth: 124 h
Left Side Slope: 4.00 Wk(H:V)
Right Side Slope: 4.00 fUk(H:V)
� Discharge'. 34.32 k'Is
'
,
�
,
� _T
�
' — �
�
�
� a �
� �, ,
�
�
�
�
' SECTION G-G
• Cross Section for Trapezoidal Channel - Section G-G
' Pfoje�t O�s�tipffon � � . � .
Flow Elemenk � Trapezoidal Channel
� Friction Method: Manning Formula
Solve For. Discharge
' Section Data '-: . � .. . . . . . . �..
Roughness Coefficient 0.030
Channel Slope: 0.01300 fUft
' Normal Depth: 120 k
Left Side Slope: 4.00 fUft(H:V)
Right Side Slope: 4.00 ft/ft(H:V)
, Bottom Width: 6.00 k
Discharge: 63.88 ft'/s
'
'
'•
'
� t �'�.�
�
' �_^,fIIJ" �
,
'
�i i �,
' H t
,
��
'
'
' SECTION H-H
• Cross Section for Trapezoidal Channel - Seetion H-FI
' Pcqect Desedption � . � � �
Flow Element: �� � � Trapezoidal Channel
' Friction Method: Manning Formula
Solve For: Discharge
' Sect[an Data �:. �� . �� � � . � � � � . .
Roughness Caeffiaent 0.030
Channel Slope: 0.01200 k/ft
' Normal Depth: 1.37 n
Left Side Slape: 4.00 ft/ft(H�.V)
� Right Side Slope: 4-00 ft/R(H:V)
Bottom Width: 8.00 n
Discharge: 97.31 ft'/s
'
�
�
'
' �
' I--c;Uil 7 -�
�
�
' V i �
H 1
'
�
'
'
, SECTION 1-1
• Cross Section for Trapezoidal Channel - Sectionl-I
' P[oje�t 6.,�acription� . . . . .
Flow Element: Trapezoidal Channel
' Friction Method: Manning Formula
Solve For: Discharge
� S�tl0ra:€�ata.; � . � . . . :� �
Roughness Coefficient 0.030
Channel Slope: 0A2000 fUft
' Normal Depth: 1.95 ft
Left Side Slope: 4.00 ft/ft(H:V)
� Right Side Slope: 4.00 ft/ft(H:V)
Bottom Width: 8.00 ft
Discharge: 254.35 ft'�e
'
'
�
,
' T
_L
' E--a,���n --�
'
1
' ' �
� i
'
�
'
'
' SECTION J-J
• Cross Section for Trapezoidal Channel - SectionJ-J
' f�ejtietD�SCription
Flow Element Trapezoldal Channel
tFriction Method: Manning Formula
Solve For. Discharge
' Seetion Data ,. � :�. � � . : " . - . . : � � .
Raughness Coefficient: 0.025
Channel Slope�. 0.08100 �ft
� Normal Depth: 1.43 ft
Left Side Slope: 4.00 ft/ft(H�V)
' Right Side Slope: 4.00 ft/ft(H:V)
Bottom Width: 8.00 h
Discharge�. 329.95 ft'/s
,
'
�
�
� T
� :33n
�
� }--���n —�
�
�
� � , �
� ,
�
�
�
�
tSECTION K-K
• Cross Section for Triangular Channel - SECTION K-K
� ProJ@ct,D`e�'criptip�l ; �.. � �, . . . . .
Flow Element: � Triangular Channel
' Friction Method: Manning Formula
Solve For: Discharge
� Section f7a;a -� � . ' � � � � . . , .
Roughness Coefficient 0.030
Channel Slope�. 0A2600 fVft
' Normal Depth: 1.54 ft
Left Side Slope: 4.00 ft/ft(H:V)
' Right Side Slope: 4.00 Poft(H:V)
Discharge� 62.81 ft'/s
'
'
�
,
� }T
i
� �
�
�
' � �
H 1
'
�
'
1
' SECTION L-L
• Cross Section for Triangular Channel - SECTION L-L
' Proje��`.-C7�scription .. � � .� � - . . � . . .
Flow Element: Triangular Channel
' Friction Method: Manning Formula
Solve For: Discharge
' Section Data ���� � � � .� . �
Roughness Coefficient 0.030
Channel Slope: 0.09000 H/ft
' Normal Depth: 1.37 k
Left Side Slope: 4.00 fUR(H:V)
Right Side Slope: 4.00 k/k(H:V)
, Discharge: 84.95 ft'/s
'
�
�
'
� T
-� �
,
� �
�
�
� ; , �.
n 1
'
�
'
'
' SECTION M-M
• Cross Section for Triangular Channel - SECTION M-M
� Project Destiription � . .. , � � . �
Flow ElemenC Trianguiar Channel
� Friction Method: Manning Formula
Solve For: Discharge
, Section Data .�� �� � �-r - � � � .
Roughness CoefficienC 0 030
Channel Slope: 0.01000 ft/ft
tNormal Depth�. 1.40 k
lek Side Slope�. 4.00 ft/R(H:�
' Right Side Slope: 4.00 ft/ft(H:V)
Discharge: 30.00 ft'/s
'
'
�
'
� : ��T
�
� �
�
�
� �,, , v
� ,
�
�
�
'
' SECTION N-N
� Cross Section for Triangular Channel - SECTION N-N
Pcqject Despri�tton
FIow�Element: � TriangularChannel �� � �
' Friction Method: Manning Formula
Solve For: Discharge
� Secfpn Data ,�... , , ., . �
Roughness Coeffcient 0.030
Channel Slope: 0.01000 R/k
' Normal Depth: 1.35 k
Left Side Slope: 4.00 ft/k(H:V)
Right Side Slope: 4.00 fUk(H:V)
' Discharge�. 2723 k'/s
1
'
�
'
I , _T
1 �
1
1
1 V ' L
N 1
'
�
1
� Scenario: Base 5 year
' Inlet Report
� I-C3 Ground Set Rim Rim Sump dditiona dditiona Known Inlet escriplion
Elevation Equalto ElevationElevation Plow Carryove Flow
(ft) Ground (ft) (ft) (cfs) (cfs) (cfs)
levation.
I-C6 1,833.42 true 4,833.42 4,828.92 0.00 0.00 6.40 Genenc DefaWt 1
' I-C1 4,834.58 tme 4,834.58 4,829.58 2.10 0.00 0.00 Genenc Default 1
I-C7 4,834.58 true 4,834.58 4,829.58 0.00 0.00 9.40 Generic Default 1
I-52 4,834.41 true 4,834.41 4,82822 070 0.00 0.00 Generic Default t
� I-54 4,833.52 true 1,633.52 1,826.86 070 0.00 0.00 Generic DefaW[1
I-C174,832.53 tme 4,832.53 4,826.33 5.10 0.00 0.00 Generic Default 7
I-CS 4,830.40 true 4,830.40 4,825.38 9.50 0.00 0.00 Generic DefaWt 1
I-A201,842.05 true 4,842.05 4,835.00 0.00 0.00 1.50 Generic Default 7
t I-A18 4,845.89 true 4,845.89 1,840.90 0.00 0.00 9.00 Generic Default 1(
I-A194,841.65 hue 4,84185 4,834.50 2.00 0.00 0.00 GenericDefault 1(
I-C2 4,897.48 true 4,897.48 4,893.08 0.00 0.00 6.00 Generic De(ault i[
, I-Ci 4,870.43 Irue 1,870.43 A,865.93 0.00 0.00 720 Generic Default 1(
I-C9 4,872.58 We A,872.58 1,867.08 0.00 0.00 5.30 Generic De(ault 1[
I-C114,850.67 true 4,850.67 4,845.77 0.00 0.00 24.60 Generic DefaWt 1(
I-C1 1,846.39 true 4,846.39 1,841.99 0.00 0.00 3.80 Generic Defaul[ 1(
' I-C134,845.94 true 4,845.94 4,841.56 0.00 0.00 2260 Generic Defaul( 1(
I-C3 4,837.14 hue 4,837.141,83284 0.00 0.00 7.30 GenericDefaWtl(
I-C8 4,844.90 true 4,844.90 4,838.50 0.00 0.00 63.71 Generic Default 1
' I-50 4,832.84 (rue 4,832.84 1,828.34 0.00 0.00 0.00 Generic Default 1(
I-C10A,844.90 Irue 4,844.90 4,837.50 0.00 0A0 0.00 Generic De(ault 1(
I-C4 4,830.85 (rue 4,830.85 1,823.55 10.40 0.00 0.00 Generic DefaWt 1(
I-6214,916.90 Irue 4,916-90 9,91L89 Q00 0A0 5.90 Generic Default 1(
� I-B22 9,91770 true 4,917J0 4,911.13 570 0.00 0.00 Generic DefaWt 1(
I$231,912.10 Irue A,912.10 4,903.85 11.60 0.00 0.00 Generic Default 1(
I-B241,90177 irue 4,901.77 4,89727 0.00 0.00 14.90 Generic Default 1(
' I-B9 9,90174 Irue 4,90174A,896.53 0.00 0.00 0.00 GenericDefault'IC �
I-49 4,900.13 true 4,900.13 A,893.83 0.00 0.00 0.00 Generic DefaWt 1(
I-B7 1,87g.50 true 1,879.50 4,876.00 0.00 0.00 12.90 Generic Default 1C
I-82 4,875.37 Irue 4,875.37 4,869.87 0.00 0.00 15.50 Generic Default 1(
' I-85 1,875.37 Irue 4,875.37 9,869.31 0.00 0.00 10.30 Generic Default 1C
I-B141,841.16 true 4,841.16 1,836.16 0.00 0.00 7.00 Generic Default 1(
I-B129,84�.16 true A,841.161,835.44 17.30 0.00 0.00 GenencDefaul[ 1(
I-A1 M1.897 74 true A.897J4 �,893 40 0_00 0.00 A.00 Generic DefaWt 1(
' I-A2 1,897.71 Irue 4,897.71 1,8g3.09 270 0.00 0.00 Generic Default 1C
6A3 4,890.59 true 4,890.59 1,886.35 0.00 0.00 6.30 Generic Defaul� i(
I A0 1 868.�d �rue �1 868.14 M,86352 0-00 0_00 7_30 Genenc De�aWt 1(
� ! 4 s t ��n I -,;.� ; ' 07 4.857_03 �_00 �DO S.6C Generic De(a�l� 1C
I A8 1 2S n:e �t 312 50 1,336 70 0_00 0.00 16.50 Generic Default i(
I-A7 1,85524 Irue 9,85524 1,850.10 0.00 0.00 8.70 Generic Default 1C
I-A8..1,84250 [rue 4,842.50 1,836.10 6.30 0.00 0.00 Generic Default 1
� I-A161,848.98 true 4,848.98A,844.00 0.00 0.00 5.70 GenencDefault'I(
I-A9 1.854.�6 true 185416 �_84387 0.00 0D0 1n.00 Gene�icDefault �r
I I-A90 7.A52 83 7u? �852.83 A 8a7 !10 I g 50 n nn I n nn I aa�o.�� no��,.�ir v
I-A11 4,845.38 true 1,845.38 1.836.40 670 0.00 0.00 Generic Defaul[ 1C
� I-A121,845.38 true A,845.38 4,835.00 3.10 0.00 50.00 Generic Default 1(
'
�Tille:Bayshore Project Engineer. Katherine Strozinski
pi..A100-year stormcatl reise street(g.stm Carroll&Lange,Inc StormCAD v4.1.1 (42014aJ
' 08/08/06 10:07:41 AM O0 Haestad Methods, Inc. 37 Brooksitle Road Wa[erbury,CT 06708 USA +1403-755-1666 Page i of 7
, Scenario: 100 year
' Inlet Report
� I-C3 Ground Set Rim Rim Sump dditiona dditiona Known inlet escnption
Elevation Equalto ElevationElevation Flow Carryove Flow
(ft) Ground (ft) (ft) (cfs) (cis) (cfs)
levation.
I-C6 4,833.42 true 4,833A2 4,828.92 0.00 0.00 14.00 Generic Default 1
' I-Ct 4,834.58 true 4,834.58 4,829.58 70.80 0.00 0.00 Generic Default 1
I-C7 4,834.58 true 4,834.58 4,829.58 0.00 0.00 10.80 Generic Default 1
I-52 4,834.41 true 1,834.41 1,828.22 070 0.00 0.00 Generic Default 1
' I-54 1,833.52 true 4,833.52 4,826.86 0.70 0.00 0.00 Generic Default 1
I-C171,832.53 irue 1,832.53 1,826.33 10.00 0.00 0.00 Generic Defaull 7
I-CS 4,830.40 true 4,830.40 4,825.38 16.30 0.00 0.00 Generic Default 1
I-A204,842.05 irue 4,842.05 4,835.00 0.00 0.00 4.40 Generic Default 1(
' I-A781,845.89 true 4,845.891,840.90 0.00 0.00 27.10 GenericDefaWtlC
I-A194,841.65 true 4,841.65 4,83450 5.90 0.00 0.00 Generic DefaWt 1(
I-C2 4,897.48 true 1,897.48 4,8g3.08 0.00 0.00 7.90 Generic Default 1[
' I-C1 4,870.43 true 5,870.43 4,865.93 0.00 0.00 72.60 Generic DefaW!1
I-C9 4,872.58 true 4,872.58 1,867.08 0.00 0.00 9J0 Generic Default i(
i-C714,850.67 true 4,650.67 4,845.77 0.00 0.00 48.80 Generic DefaWt 1
I-C1 4,846.39 true 1,846.39 1,841.99 0.00 0.00 6.40 Generic Default 7(
' I-Ct 4,845-94 tme 4,845.944,841.56 0.00 0.00 44.60 GenericDefaWll(
I-C3 4,837.14 true 1,837.14 1,832.84 0.00 0.00 13.80 Generic Default 7(
6C8 A,844.90 [rue 4,844.90 4,838.50 0.00 0.00 166-99 Generic DefaWt 1(
650 4,832.84 true 4,832.84 4,828.34 0.00 0.00 0.00 Generic Default 1(
� I-C101,844.90 true 4,844.901,83Z50 0.00 0.00 0.00 GenericDefaultlC
I-C4 9,830$5 �rue 4,830.85 4,823.55 18.10 0.00 0.00 Generic Default 1(
I-821 4,916.90 true 4,916.90 A,911.89 0.00 0.00 1570 Generic DefaWt 1(
� I-B224,91770 true 4,917.701,911.13 1220 0.00 0.00 GenericDefaultl(
I-6231,912.70 Irue 1,91210 4,903.85 2720 0.00 0.00 Generic Default i(
1-B244,90177 true 4,90177 4,89727 0.00 0.00 17.80 Generic DefaWt t(
I-B9 1,90174 true A,901]4 A,896S3 0.00 0.00 17.80 GenericDefaull iC
' I-49 A,900.13 [rue 4,900.13 1,893.83 0.00 0.00 0.00 Generic Default 1(
I-B7 4,879.50 true 1,879.50 9,876A0 0.00 0.00 3120 Generic Defaul[ i(
I$2 A,875.37 true 1.875.37 1,869.87 0.00 0.00 34.30 Generic Default 1(
' I-BS 1,875.37 irue 1,875.37 A,869.31 34.30 0.00 0.00 Generic Default�(
I-B'144,841.16 true 1,841.16 4,836.16 0.00 0.00 33.60 Generic Default 1(
I-8121,841.16 Irue 9.841_16 4.83544 33.60 0.00 0.00 Genenc DefaWt 1(
I-A1 4,89774 true 1,A9774 1.893.30 0-00 OAO 5 40 Generic De(ault 1C
' I-A2 1,89771 true 1.89771 1,893.09 5.40 0.00 0.00 Generic DefaWt 1(
I-A3 4,890.59 true 1,89Q59 4,886.35 0.00 0.00 15.10 Generic De(ault i(
I-A6.�1,868.14 �rue 1,868-141.86�_52 0.00 0.00 12.30 GenencDe(aW( 1(
� 6A�51,�62.07 :r�� ;.962.07 1.957.C3 0_00 0_GO 9.9G Generic De(aWt 1C
I-AB.'M1,8125C true 1,3125C1.93670 0-00 OAO 5370 GenericDefaWtlC
I-A7 4,85524 We 9855241,850_�0 0.00 0.00 1200 GenericDefaultl(
I-A8.'4,842.50 true 4,84250 4,836.10 5370 0.00 0.00 Generic DefaWt 1
, I-A16 4,848.98 true 4,848.98 4,844.00 0.00 0.00 9.30 Generic DefaWt�
I-A9 4,854.16 true 4.854.�6 1_843.87 0.00 0.00 2920 Genenc Default 1C
I-A10�4$52 83� r�ue 5 A52 8.q Is Aa7 no� 9a pn n nn n nn r_o„�.:,.ner�,;u �r
' I-Ai t 4,845.38 true 1,845.38 1,836.40 12.40 0.00 0.00 Generic Default 7C
I-A124,845.38 true 1,845.381,835.00 12.40 0.00 0.00 GenericDefaWtl(
,
� Title:Bayshore Prolect Engineer. Katherine Strozinski
p:\...N 00-year stormcad raise street fgstm Carroll&Lange,Ina StortnCAD v4.1.1 [4.2014a]
' OB/08/O6 10:09:00 AM �Haestatl Me[hods, Inc. 37 Brooksitle Road Waterbury,CT 06708 USA «�-p0&755-1666 Page 1 of 1
� y � �
C a O
N O �
O N �
N a rn
m
, m � a
c ,.
`w a
s
m O
� y U
� E
c Q
oi N
W
U
, �
O
a`
E O O O W V N (O O N N N Ol O h O N O O O O O O I� O O O 1� O O O O OJ O O O
10 � O N N �- V � �O N N lD N OJ h � O� M I� f` f� O O I� f0 ro O N 1� a0 W W oJ ¢J l0 (O N
� � >,� M �'J �'J C l7 V O V N �'J N N N N N t�l N N N th V N t�] N t7 (V M N N N N � N N N
N O.r
aU
� � V V N N N O N N O O O h O N O O O O I� N h O O f0 O O O O O O N O oJ Cl
� t0 (O O� N �'J O tIJ � N O N oJ O � N �(l N N h (D t7 tD ro �(1 <D f0 t0 (O V C V (D (O �D
N d� V c'l M cJ t�J a V N M O O N c•1 0 �'1 N N N N t"> N t7 N N c� N N N N N N N N N N � �
' � O� �
;U N
� n
�` N � � ro N N N O O h � N V V Yl M I� N oJ �'J (O oJ N N O O a V V N r O� V N .- (�
- 01 .- � t0 0] N I� O N T O N N tO h O� K1 O � � A (O O O� � N O> �O m � (O O � tp N �
U� N
�O� I� IO (O V (O ^ ^ N CJ N � N C� I� � O O N O I� (O V N V � 1IJ m Yl m 'C (7 � m � I�
� > ^ � � .- � � � � � � � � � � e- � ,. ♦
.�`. N � � oJ oJ N oJ �O O V �O t0 (O O M � Vl Yl N t") � N O O V O V O a V O m O l�
U w
O� � � (O W �O I� 0 O O Ul O O f� N I� f� h I� � t+> I� m W O� W � m W N Ol O m t� oJ N
O� .� f� (O (O V (O � � V ('J (�J V T Ol O N N h N h I� (O N m O) OJ Ol Ol � m tll m W Ol � I� �
y �. � � � �- .- � �
J W
� �- `� (D M M l� f� W O lll �(J N � O N N C� � O V O f� Q1 r � m OJ (7 .- N CJ � O [�l (O CJ (7 O
��O V Rl .- � N N (O W OJ M V V � O .- t� C� t0 V V c� f� (7 (O c� m 1� N O [O V O I� OJ V V . O
(p N [�J C� N N O 01 I� I� r N t0 f� C� ('1 tn W t7 O I� i� I� N O OJ l7 (p N � N N I(l V N N I
-Q N.`.. M �'J M c+J (") M N N N N ('l ['J N T OJ I� I� t� (O (O [O f0 (O V �f] V V V tf V V V f7 ('l F-
L TC7 � m m m m m ro m ro ro m m m m m m ro m m w m m m m w m m m m m m ro m m m m , U
R � " a K K " �r ' �r a .+ " rr �r " c
� � " " �r �i cr cr �r r M .r .. r �r .i �r cn .r M cr .r �i
' ._ ^ � c+l t'1 (D C'l I� (O O m m O .- N O OJ (7 t0 ['J C� aJ O� �- f� � 0 (7 N W � I� I� N c") � p �
�1 �'^ J�� a [+1 M � � N (D N f� m O] f� N V N �fJ �(J OJ f� (D N (O <'I N C� 6� 01 � �(J m N m OJ O tD I U �
O Q � 1'] N� c] M c� N ('I N O T I� t0 N N m (O V c� t(J N M 1� OJ O I� tn � O W V t0 N N h � N ifl ��, C �
-Q C .� M [h c'l M (7 l7 �'l N N N (7 V c) C� m [7. OJ f� f� t0 t0 1� (O (D V (D V N V d' V V V V c'l �
O G. >.(7� o� m ro m ro w m m m m m m o� ro m m m m co m ro m w m m m m m m m m m m m m I, d m
� y x R - - - - - �, m�
� � � N r r o o co M m m o o � o o v r� a v �v o rn o o �o N cv <o o co m ro �o rn rn v �, �
Q � C � � a � m N � �n m o 0 o cn m o co co m m r m co o � � o u� o rn o .- co o m .- � �'i � �
� � � � oJ � � f� CO f� (O N � f0 N f� N N N V f� N m N (O �O C 0) � N M ('J N .- O � O N N I _ N
a N ) N v N N N N N N N N N � N M ('1 N m OJ I� f� (D tp (p (p Ip � p N � y� y y y � y. � � O O
� � > LD N O] W OJ OJ OJ N Ql QJ OJ W N OJ OJ U� (O CO OJ OJ 0] OJ LD W ¢� OJ LO �J 6� ¢� OJ CO OJ OJ N Q'
ao-w v v a v v v a v o v v v v v v c v -r v v v c v a v v v c c v v v v a v '� `n v
U o
V � N OJ OJ N 1� O (O C'1 0] OJ O O � O m V I� R C C� OJ N O � I� (p � N <D O� O (D (O OJ V I s
' (/) m t 4 rn �n u� c� � � m c� � u� o rn o �n o v v r� �o w o �n �n rn � rn m c� m rn r in m c m o
i j N„ W O) OJ oJ Ol I� 10 (0 N V N O I� V th N V n N �tl I� O) N t7 N OJ V N N .- c'1 � � O N .
Vi C >•� N N N N N N N N N N (`� C (7 c� m m o] I� 1� (O (O (D t0 (p V Yl Q � V V V d a V C� m
p_— N O] OJ OJ N oJ oJ OJ OJ OJ LO N oJ O� ro W N oJ oJ T m N N 6� OJ W OJ OJ O] OJ (O OJ aJ 6� N N
W v v v v > v v v v a v v v v v v o v v v v v v v v v d v v v v o v v v I n
T N tO (O N (O �- N N N O l7 � V th O O m �'J N I� C� OJ V tn N � ('I t� ln (O � l�J � N O
_'V.� .- O O �(l V � t0 f� OJ f� YJ ('I V V � f� !� 1� N O m O N �- � f0 � O m I� V V N f7 N
' � N� c0 N oJ I� oJ I� N N V (O n U� V N oJ O O� M W oJ O O N ul c�J O � c0 N �fl � N oJ c� O C
LL �U � N � N N (O � N (7 � � N � N .- � N ('1 V c+l V d' O �(l � Q C'1 O V �
U �
C L L t t L L L L L L � L L L L L L L L L L L L L L t L L L L L L L L t I O
Q � U U U U U U U U U U U U U V U U U U V U U U U U U U U U U U U U U U U I L
�. N C C C C C C C C C C C C � C � C C C C C C C C C C C C C C C C C C C C � y
�J . . . . . . . . � � �
, N� N R] oJ V V Q V C O O W V V N 0> N N N oJ OJ OJ V V O V O V O c0 V O O V oJ ',
(q � •- � N N N N N ['] t'1 � N N N � � � � � .- � � N N m N (") N (7 " N M (") N �- �
G � N N I� p �(] O O O O O O �S f� :p O C�. N OJ m (�1 1� Q M N O f� 0� !� O (O O N � O �
U N .� t0 OJ J � ry Ol O � O N � I� � � O W d oJ O (O ['1 N (O O N � N O i
M y
� �_ O oJ T O N O] O O O O f� [�] m f� m QJ V O O OJ ¢] N [D W ln O O V [D 1(J lf] N O (O O � CJ
.`. O` O O O O � O � � N ¢] (p N N N O � ch «] M O � � N ch O � � •t � N ('I O P M � I
� � O O O O O O O O O O O O O O O C O O O O O O O O O O C O O O O O O O O -
� � � l � � '= �% � �% � � � J J J :J J V :J G O O O O O O O O O O O O O O O '
O O O O O O ^ O O O O O O O O ^ O O O ^ O O O O O O O O O O O O O O O
p�� O h f� W ^1 V O (O O O] N O OJ h O O O O O O O O O O O O O O O � O O O O O
C� � N oJ m � (7 M V N ttl (7i N I� N V O V [O � N (O t� c'J O l'] � V [� OJ (p O f0 N �D O
N � ('l '- � aD (O I� (7 a � O LO Cl N (7 I� O N m m N ('l t0 N N N �O I� O V t'J T �- (O N �
-� N N N N
, E o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o E
m y 3 y o m m � � M o o M <n a � � o rn m m m m co � rn N N m ry m N o� v N �O m co m y
o m�� < o o v � � � r� vi m v ^ � oi r r r r r w oi n o o co o m o w � o c m co m � m
H LL r. � � � N :`� c' -� •D .D I N ^ � � p] � ^� 't n 'T �'1 '1 �S M �
�
v
� � � �
m N
d y m
� �
� o m
Z
o � o o o o u�i U U � v 'n cv'o Q t° n M M m m ni N ry m ry c a rn m rn a v� e rn v v � � Q
, _ -o � � � ' 1 - � O O � - O � � � � -o -� � � � � � -i � � � � � -� � � � I E m
, 1 1 `o w
N ry � N N
d� (O O � I� N O oJ O) � N Cl . N
� O (D f� ry O O � � O N N N � [D I� f� Ol l0 N W � N � W m f0 W C� I � � O
d Z U U U i(l � � N U U � Q Q � Q U C'1 C'1 (7 Ni (J U � N (�J V N V v m U W U Ol V U N T�
� - � � � - � � � '> � - - � � � _ � =i � � _ � _ � � - �O fD
0] O (O O� 1� O � N M V !� O N N � th N M p) O eJ W O� p� O O
� N N N N N �'J � M M M T !� < O � N M N A .-- O O� c0 I� �O t�l � N O m M O T i� � �
N N N N N N N N N N [0 � � !� I� I� f� N � V � � I� t� N C N N N �- •- W N � � .
J d d d d d d d d d d d 0. d d d d d d d a d d d d d d a d d d d d d a a F n O
'
' y �M
c a o
N O N
O N �
� v �
' u� � a
c �
m �
ip O
� Y U
� E
c Q
m N
W
u
' �
a`
E N o m � o 0 0 o r o m o � � �n o M o � o 0 0 o rn � o c� m �n $ N o� o
m � n m r '- rn o o m e .- e � w o �n r �n � ro ro v N a? o � � �n o c� o o �
' � >,� N N N N N N t�J N t�J M M � N M 'Q tn N c] N N (7 � N t+J N cJ t�'J cJ M �(l N N Cl N a
y O`.
aU
� o o � m r r o rn rn o o r �n r rn rn o 0 0 o rn rn co o �v � c� o N o m
� � (7 �O �D N t0 N T V � �- �'J O M O OJ N I� �O N O [D (D N V c� h N OJ O O O (O W O �p
� N� N N N M M �l t7 N c> c] M (V O O (O N t") c� N M O N N th C1 cJ � M > Vl O Cl N C� a �
' > N
C ��
3U �
o `�
n
� rn v r <o 0 o r � � N N c� o m N r r r w r �n ro rn �o v �n o rn o co .- �
'V.�y O � N [�J C'1 T O N O �- 1� (O OJ O OJ N (O O a r' d 01 � m ('l C� C� I� �O N N O � � � �
' ;O� m OJ O f0 I� (O O O N 1� N OI N N W � �(J O O O O m O <D (O C� N O M (�l � ('1 tD (D [O }
� m V I� (O O O I� (O th oJ V (O O 0� QI N I� M I� th c] c� m oJ V f7 O m OJ I� [O � � � Q
U N O 0) N C'1 [�1 OJ O N O � !� N I� O oJ V I� O V O !� 01 O) 0) f� (7 M I� (D t0 N O � � � �
O�� m m O t0 I� (O O O I� i� O O� O N OJ � � O O� O O� m W (D I� c� O O M C'l O M f0 (O [O �
� `. � e- � N N '- N � � e- � N � � �- f-
, > y � � � �
_ � � � N �fl N N O O 01 r1 M � c0 N � � N N N cS O n t�J N O� o] V YJ � oJ � h' N f�
[p V (p W OJ OJ m 01 Y f� I� V ('l OJ N O O O m f� O 1� N O O oJ N (O (D (O M < O N O <0
��O� ('1 (") � N N N O O � O O CO W In t0 Ol m m (D � �- W � (7 (7 N � m f� N O (O tll V �
-o m�- o v n a v v n c� a M c� t� .- � o s m rn rn rn rn r r � r r� r� M c� n r� rn rn rn rn I F-
L >.U' �v m m m m m m m m m m m m m m m m ro m m m m m m m m m ro m m m m m w m m U
IC S � .* �r �r K �r e cr .�r �r �r �. �r e cr M M a" �.' .* .+ �. ci �i .r .r .i K �r .` M �r ci cr �i ci �
' C1 � .- ^ c� � m N � o u� �n o e <n r �n �n � m v � w cv o c� v ry � ui rn m a a m m u� c� I u �
T �+ ��� r� rn v co n a rn �o m rn c r� o� ry m N .- ry o r � o � c� r o w v co �o c� �n v o N � � n
O O � `J N,� N V N (�l (�l ('l O � N O �- O f� (O N (O m Ql m (O � G] U� (7 C (7 N O m 1� N f0 (O tn V ' �
� C .� V V C� V V V (7 M V (7 V [7 N � � O T m Q) (7i m f� 1� I� 1� f� f� C [") ['l l7 Ol Ol 01 01 �
O O. >.U' � m ro m w m m m m m m m m m m m m m w m m m m m m w ro co m m m m m m m m 'i. m m
r- y S v ' � v �r � �r ' � 3
� n K M � M M n M R R � � � n M R R R M K n M M � K M M �
OJ N lD O O N �' O � � N O OJ N O Q� N C'1 I� f� �Il N (O (O �- O d' m N O � �Il (O � J
� � � � O� O C f� N V N N � O N N O O ('J O V V V O (O O t� m t0 i� t0 61 m (D N O '- OI N 0) !.
� O m OJ O� 6� W OJ OJ OJ I� t0 V �fl � O (O tD tD C OJ O] N c� m m m N l(1 � O N C] N O (D � � ry
N N,� O (") N C� C� th N N M N N N � O � m m m N W f� f� t0 (O t0 (O ('1 C'1 (7 N T QI O) (O �: Q O
C. � � >� ro ro m m m m w w m ro ro m m m rn m m m m ro ro m o� m m m m m m m ro m m m m I �
a 3_ m v v a v v o v v v o v o v v v v v v a v v v v v v v c v a o a v v v v �.
� O W U o
V C �p p� p� pJ O N V [O N � O � �Il Q� M N I� (�1 � C'1 f� O N I� N (O � [O O OJ N O O] N (O O
, (n m r�^ � � �(J N N N (�J �(J N C �fl I� uJ oJ � oJ N � C N V O U� �J KI � M � C V f� V O � O
N N �� � O � O� m N OJ OJ I� I� N CJ � � � 1� (O �(1 (`5 OJ (O Yl O] N 0) 01 (D � a m Cl t'1 N'O �
S > >� V V t�l M th M N N [�l N c] N N O O� O) O� O� oJ t� t� c0 I� [O c0 t"1 M t"1 N O� OJ Ol Ol �]
N C N �J OJ OJ OJ OJ W OJ W OJ OJ OJ OJ N 01 Q1 � Q� R1 OJ OJ OJ N OJ OJ OJ OJ OJ O� OJ Q1 OJ QJ N (O OJ
Q— I�
� w v v v a v v v o v v v v v o o v v v v v v v v v v v v v v v e o v v v M
≥� ry m v cv o o r � m r �n r m o v � o r� � �v ry ry m m o rn v � v o m � rn co
' _��� ro a co o �o ry o m o n � �n �n �n rn w � M r � rn o o m m r� o v o N o ro n N r �
J N� � �IJ (�l t7 (O V Q] Z N Ill M OJ N OJ C� N t0 OJ Q] t0 OJ O �fl (`� (O ill f` I� � N N f� f� (D O C
�y d U C� V V � f� N [7 �- I(] m tO O � N N ('1 !� M f� ch N c] V (7 tn � V (D h .- �
m'" N N >
U � a
� L L L L L L L L L L L L L L L L L L L L L L � G L L � L L L G L L L L O
� V U U U U U U U U U U U U U U U U U U V U U U U U U U U U U U U U U U �
— N C C C C C C C C C C C C C C C C C C C C C C _ C C C C C C C C C C C j
U
' �(n O O O t0 N (O c0 O N (O O] C V V V O V oJ N N N C V O O O O Q O O (O N OJ OJ �J �
� (7 ('I (� CJ V (7 .- ('� Q (7 K N N N ry C'1 N � V V V N N (7 C� C� ('J N ch ['l ('1 � � � � �
� o c o rn r c rn o r N N r r- o v o o c c �o m �n �o n n �n o r n o m �o o I �'
c� a> N � rn o 0 0 o m �o u� .- v <o ro m �n M o �n o m co co o i- v o N �m m � o 0
U N -� O N t+� [� 1� (O Q� O � K] (O D O� 1� � � ? N � M � (D N OJ O V � 41 O O (O tD V O ln ^+1
- �o :� � co �n �o in � rv :o � m � �o .- o �n � � ro c. � N <o r� r � u� o m .- � �n v o I r
` O� O � � O O O O O � O V �- C O � N N O O � O � � O � O O .- N � O O N � S
� ��� O O O O O O O O O O � O O O O O O O O O O O O O O O O O O O O O O O O �
� O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O I
L G O O O N O O O [O O O O O O O O O O O O O O O Ol O N N O O O O O O O O
m� V O O Q� N O O O � O O O O O O O O O O m O N t'1 N N I� (O O O O tD � N tO O I
C^- � m O O f� t0 N O O 0 � m V (O V N � 6� O � 4l V N O V t0 (O 1� l0 �Il n I� � Sl O �'�
N v h O ln 1� � O N N N N I� QI O OJ t'l (O (�J CJ W f0 �- N (�J M N (�l h W < C'I C1 f� O
J � � N � � N N t0 C'1 N N r' N c' � � M
� o 0 0 o m o 0 o rn o m rn rn o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o E
�0 N 3 y �O OJ V �O O> oJ O V' CI Q t�'J 1� OJ I� Q� � oJ oJ l� f� 1� N N M N N m t0 N N N d' OJ � OJ N
Ly o� a oi o v �o oi o 0 0 0 0 O oi �ri r vi r � o 0 0 � .- a � ui rn �+i r n r vi o 0 o a�
a LL� a v �n v <o -- � � �n m � h- .- N �n _ _ a � ao M c u� ^� �n �n � � �- --
� N N 7 (� y
� @ N
d d N
N� �
O �
�Z � C O�l �N N N � O� O N N � m � � � � �(l � i�(J ^ � m � W N � N ONi � O N m � � I � �
� p , , , , , U U m m ! , a , , m m G m � E <
� � � � =i =o -o � _ � � _ O _ - � � � _ � O � � � � = O - � � O _ v � � m
� ' � � i ' ' O N
N � N N
`' O (O O h Ol OJ � p O O 1� � 1� V N N N N � QI N I� N N (�J � tn a � Yl N N � ^ L N �
� aZ O � d Ol U Y N O� N O� U � (� 6] QI Q7 R] 0] � V � Q1 �, (!1 °�, � 0] ll1 Q1 m � Q Q W � N r�
� � -i � _ =i - � � � - o _ - � 1 � _ � _ -� -� - - � � = = O � �O f0
a rn N I� N �O N V �O � N N t0 N C'J V N f� C W ul W O O N uJ O � N CJ �p O O
d N o N t� n rn � v o m o � � � � .- � m m m m m N m M M � r r r � m
a N N N N N GD N N N N � N V N � � N N � � � � � � � � N N � � '- N : O
J d d d a a d d d d d d d d d d d d d a d d d d d d d d d d d d d d d d F d�
'
� Y � �
C a O
N O t7
O N �
� V Oi
N
, a� � a
c �
`m v
mo
� Y U
� E
5 �
m`n
W
U
' �
a`
E � a rn � o m o 0 o c� o v o o a o o ro o o� r �n rn a m m o
m � ry r � o m r m w o� � m v> ao m m � m m v �n � u� �n c� r a m n
' � >,� V N M M N N N N N M N M N N CI c'I N M CJ N M N N N I� (O 1� OJ
N O v
aU
� rn m r o m o 0 0 0 �o 0 0 0 o cn o m n � in in o e w w o 0
c m m �o �n � � �o �o a �o m � m � o �n r r in o o in u� v �o N o �
NG)1� t7 N N N N N N N N N N N N N t7 t'l N t'l M N V V O I� (O !� N � �
t � O.� �
3 U ,r>
p N
n
� � V V V V V N m N C I� N O !� V m M m t0 � M � m O (O O O �
�U j N � N N N N N I� V O] V O (O V � OI I� � OJ N N f7 N O N t0 N (O (D N
' �O v (O W OJ OJ W W W O l(J I� f0 N N (O O (O I� N N W IP O N � OJ N I� O�
> � � � � � � � � � � � � � �
.�`. � V V V V d' O N N N (O (O (O d' < A V OJ (O Nl m O N m A � m O>
� tn N N N N N 1� f� � N O N C1 m I� c7 OJ N V � N O N tA Ln m m Q
O C� (O OJ OJ o� 0] Rl ¢J ro m (O N (O N �ll O (0 �ll � N N N O � m ro V l0 �O �
� � � � � � � N � � � N � � �
� � �
' O
�j 1� f� O� oJ n t0 O M a oJ O �(1 C O � O oJ O� ¢l O N n O M O> o] O� V r
i�O V OJ m � N 1� m O m � O OJ �l1 N OJ �(1 (O C� ('J OJ C'1 I� N O V O] C� n t0 O
ttl oJ h N V � nl O �J O O� f� I� N O .- .- O� N N �O N 0� .- oJ 1� <O O�
L T C7≤v m oJ oJ � � � � W� �N oJ � oJ oJ � �W oJ � � � � m oJ oJ oJ oJ � N ~
f6 S � .. �r �r rr K M �r �r �r �r M v a c v v �r �r �r c h �r �r a .. M .+ <r �
' d ._ ^ �n o r a� m � � v v N �n a c� �n o �o m �n <o o rn m m � m v r � .
� �+� j�C O N Ol � tn I� m o] O M OJ N � � N <O f� �(J �m (D (") oJ N O V ¢] d' V C �
O O � N N� .- O O� f` � V � N .- t!] [7 N O I� � N N O ln O) N Ul N � N f� (D
O Q a��—. rn u� m w w m w m m co .co u> co �n v v� v� a o u> n v m v> u� c� M M �
m m m w m m w m o� m w w m w m m ro m w m m m m w m m m ro °im
� y x n �. �. �. �, �. �. �, �. �. �, �. �. M �. �. K �. �. �. �, �. �. �. �. ��
� � � �o co w o � m <o ao � �n m r r� o o m � o M ro o 0 o m o 0 0 0 �
� � O M OJ t'l � N CO N V � I� t") O 1� O M lD 1� N In f� CO CO O N W N: �(J N W a
d r�- N N � M N � � m N N o� (D � d' �D � Q� N th th t�) t�l (0 M c0 � V i� _ N
y� � N w N T �] W N W .OJ f� (O (D � � N N CJ V V �C� �V O (") ('l � V C� Cl C'I � p
Q. C C >`. o] N oJ oJ o� O] o] oJ oJ oJ o] W N W m W W N W W W CO oJ oJ oJ oJ OJ o� � R�
a O w V V V V V V V O O V d' C O V O C V a V O V d' V O V V V V N N
� U o
V c � N r� N o � ro � � ry � c� m r o 0 0 0 0 � o r� o r rn o 0 o x
' (n m r o r n � � m r� �o o N �n m o � u� r � o� � o ry v c� n o� o v o 0 0
i� d�p� (O (D N Q N N � � T C� I� OJ �(l (O O M fO V O] �fl M N M �'J (O t!J V
> >�.. oJ w m m ro m m m t� tD t0 v) N i(J � N N �l d V �'I O � V V � � r� m
d C N OJ N N N OJ OJ W CO W W W W OJ OJ OJ W OJ OJ OJ OJ OJ OJ OJ OJ OJ N N W ^
w c v v v v a a o v v v c a v v v v v a v v v v a v v a v c�
� .- ui ro o 0 o ro � e .- �n rn co .- m co v� m r �o v .- � n u> r r a
' _��y r �n r co o rn co r e o w �n �n co o �n �o v r c� rn m r� o o � co m
� N.` OJ m f� O OJ N N � m O Q� (O OJ t0 N I� O] V N M M � N N �- V (O O C
LL �" .- N .- .- � N V .- V � V � d' O � N m OJ t(1 m N V 1� m OJ
U � � �
0
C L L L L L L L L L L G L L t L .C L L L L L L L L L L L L O
p � U U U U U U U U U U U U U U U U U U U U U U U U U U ll U r
- N C C C C C C C C C C C C C C C C C C C C C C C C C C C C �
�U . . . . . . . . . . . . . . . _
, N U1 OJ 0] V V V V V V V OJ V OJ V V O N V O N O IO IO fO P V O O O �
N � � N N N N N N N � N � N N (h � N [h .- [h c� � nl N N [�I c� M �
y I� r� �D r� � � t0 N O cD N N cD N � a I� O W N c+� m � �O oJ [O N .�'.
f� <O 1� m f� W � I� OP u bh O I� N LO I� V O m V � W ('I N m � I�
U N�. CO N .- N M � N � 1 O � 41 O � � � � t0 O [O oJ o] i� oJ ('�i c0 N M C
� O.C [O D 'J� oJ t0 [O [O : C� N V N N O Lp N h F � � � U] O] N N dl N
.`- O� O O O O O O O � V O V N V V � O V � V �(l � N W O � M N � _
��`. O O O O O O O O O O O O O O O O O O O O O O O O O O O O
� O O O O O O O O O O C O O O O O O O O O O O O O O O O O '�
O
L O O O O O O O O O O O O O O O O O O O O O O O O O O O O
�� M c'] O O (� (O (D V O OJ 1� �I] N O O O m O O O O O O O O f� O O
. . . . . . . . . . . . . . . . . . .
C`� tp pl (p c� � � � N O) V N N O V 6� � V f� O (O � N O m oJ (O W O
N v Ol Ul (7 N (D (O (O Ol tn OJ r C� N (") C') N N � � O O OJ OI Vl OJ ['1 c�
J Cl <
, E o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o E
N N 3 �n t0 � O� m O� Oi A m m t7 N � N � 1� O .- a th � V O OJ N O oJ N N ui
O y�U O �(l �(l �(1 N �fl �(l t(l ln N CO QI W OJ M N OJ 1� 01 O 1� m t0 01 OJ O C'l CJ Q�
>.LL� � N N N .N N N N � [�] (7 ? �f] � (O O :O . N -D I� cJ cC
� �
' C N
N
� N N
N� �
O
pZ N Yl lO 1� (O (O I� OJ W f0 O O O � O � N N � � �
p r r � � � �o co �- v v M r n m a �o �o � rn m � Q Q Q °? E Q
' � � � � � � � -i =� � � -i � � _ � � � � � � � O - - - � O pt
' ' ' ' ' ' O N
� N � � N
d"O � t(J � N tO O .- N
O (O c�l �fl N h OJ (O I� �O OJ I� � OJ V O p� N L y O
� aZ n ¢—' r � � � co � � Q — � r _ _ � _ _ �o r rn � — — — — � �
v a a a a a ¢ a ¢ a N T
� � � � � � i � � -o � � =, � � � �o <o
v �n io �o r w r ao �o rn c� o � �n n m o m o 0
� r n r � �o e o o N �o m m r in �o a �o o �n rn �o m m v m rn , m
� � � � M �? � � � � q � � � .- � � � a � � � c� .- .- � ai : o
� d d d d a d d d d d a d d d d d d d d d d d d d d d d d F a o
'
� y � m
C d O
N O �
O N �
� a �
' c � �
`m �
S
N �
� y U
' � E
c o
mN
c
W
U
' �
a`
E O O O W a N (O O N N �(J Oi O N O N O O O O O O 1� O O O I� O O O O OJ O O O
N � O �(1 Yl � d' � (D N N fO N W I� '- m M I� I� I� O O 1� M N O aJ I� W OJ A OJ 00 OJ fD W
' N Q,� �'J CI f") V f7 V V d N (7 i(J N N i(J N M N N N M V N M N M N t") N N N N e- N N N
aU
� Of � V N N t0 O N N O O O t0 O N O O O O f� oJ I� O O (O O O O O O O N O OJ M
� lD (O Ol i(J M O N � N O � oJ O � N �(1 Ul N �(l �O [�l �O t0 N (D (O (O �D V V � l0 N t0 �
N �� V M M c•1 Cl V V N M O O N t"J O t"J N N N N Cl N t"l N N t+J N N N N N N N N N N �
' � O._. �
oU ^
2� v �n m �o o � m m � � c� rn � � .- v N o co m �n �n u> u> � u� in co r rn v co o rn M M
U j N N OJ N 1� (") � O (�l O �ll Nl (`l OJ N � OJ N V N O N (O N (") N I� O� (p 0 (7 O V 0J � N
, �O� �ll � (D N oJ I� I� oJ O W N O� O c7 i[J O O� � m V �O d O M I� M N M m Cl N I� O� t"> [O �
> � � � � � � � � � � � �
� N !� O� .- �(1 t N � t+J t") f� (O <D N N � � � � (O I� � 01 W I� m I� 01 I� V O� M 1� O �
� (O O I� V N � � � N N N (O O �- �- � � I� oJ � O O m O O� O m (� O 1� O� 01 N Q
O�� � N �fl 'at �(1 cD 1� W m o� t� N N � N N tn N N V C N I� I� (O I� �O f� t0 V I� tp t0 I� �f1 �
N �
� m
' �- " O OJ �O [") � � N M � [p O O N N T N N O N R N N (D ("] N N OJ N ID y � O � O '� �
��O y r c+l (O C'1 � I� � l0 f� m N (O V (O N ry N M e+I O R O N O (O C C I� f7 .- (D O [D N n � (O
L � �p m O O m � O] O] 1� t0 tp ry OJ (O N l7 N W M O h I� f� h O (O ('1 < C (�J N " M N (") (") �
N``. N ('1 C� N N N N N N � N M M N m OJ f� f� I� t0 N (D (O (O d' �(1 tf C O O O V V C� CJ F-
y �U' � m m m m m m m m m m m m m m m m ro m m m m m m m m ro m m m m m w ro m ml U
� S � �r c c �r �r � � �r v �r �r r n �i �i rr �r ri �r �. �r a �r �r' �r .r a �r d h �r a �r �r M �
' .- N O� .- N O� M V t(l t0 t0 t0 1� ro m V m N OJ O� t"� I� 1� �(J O� cD O t� � d' �l1 m N �O O�
{(� 4�+ �D C m (") m M M (7 V � (7 � V OI C (O O [� V (O �(J � T C O C OJ �(1 ln OJ N 1� N � �fl � OJ C D
L
N O N N,F O� O O Q� O m N N f� (O � � oJ N V (7 tn OJ ('1 I� 1� O f� Yl (O O (O (�1 C N � (7 ('l N (7
-p C�- N M M N [� N N N N N [h Q t'1 I'1 m m N I� I� (p tp f� tp (p y fp p N y y �} y y � [+) � �
N C. >.c7� w m m m m co m co m co m m m ro ro m ro m m m m o� w m m m m m m m m m ro m ro i m m
10 y S c a <r �r � a �r �r n M �. r �. a' ri �r �i �i �r M � �r � �r h �i �r �r �r M a �r a o �
m � N 1� 1� O O (D l7 OJ OJ O O �- O O O f� V V N O � O V tD N N (O O f0 N OJ (O 01 W V � J
' V I� V O W N � N oJ O O O c0 c0 O tp tO W ro f� oJ (D O � �- O N O O> O � tD V m � !� i `
� �J � ��� OJ O] m I� N f� (O Yl tO (O N I� N N N V I� N � N t0 (O V m YJ N .(O C> N � O � O N N � � �
a N N,� N N N N N N N N N .- N th (�l N m N n I� (O (O tD (O (O N V 1Il V V O V V V C (7 (7 � � O
� � >v OJ OJ OJ N N OJ �J OJ N OJ W OJ OJ OJ OJ N OJ OJ O] U� W N N W N OJ LD OJ W OJ � OJ Ol ¢� N '. Q'
a o-W v a a v v v v v v v v v v v v v v v v v v v v v v o v a v v v v c v v � m m
U �
, � C N N N N f� O (O [") W N O O � O N � 1� C 0 ('1 K] N O V f� (O � N (D m O (O (� OJ V i'
U N " O O] ln In N � (O N M nl In O m V �[J O V V f� (D Ol O � N O] '- � OJ M CO m I� N O] � OJ O
� i � N,� W � m OJ � f� (O (O N V N O f� C C'1 N 4 l� N t(] I� O] Vl M N OJ V N N � N1 � � O N �
y C > N N N N N N N N N N CJ V (`� C� m 01 OJ I� f� (p [O [p tp tp y IfJ y ln p � R y <{ y (7 � m
Q— N W W OJ OJ OJ (O O� CO OJ OJ OJ OJ (O W N N N N W OJ OJ OJ QJ OJ OJ OJ OJ OJ W CO N W OJ W N '� ^
W v v v v v v v e v a a e a v v v o v a c a a v v v v v v v v e o v v v ; n
..�`. W (O t0 � (D � N N tfl V C� � V M O O Q1 l7 N f� (7 N V ln N OJ ('l f� N (O U C'l m N O �I
' ' � O O N V N f0 f� �J n N ('l O V � I� 1� I� OJ O W O N " � (O � O m f� V R N ('I N
J �w OJ OJ OJ f� N I� N N V (O I� �(l V N OJ O m M O] m O V (O In [�l V � (O N �(J � N OJ ('I O C
LL �� � N '- N N (O �- N ('l �fl N N � N � � N (7 � ('l V V V �(l '- V C� d a �
U a
C L L L t L L L L L L L L � L L L L L L .C L L L t L L L L L L L t L L .C j C
p � U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U L
�- N C C C C C C C C C C C C _ C _ C C C C C C C C C C C C C C C C C C C C ' j
U _ . . . . . . . . . _ . .- . . . . . . . . . . . . . .
, N U; m W R] Q V V V d' O O Q� V V V OJ Rl cO N oJ N W N Q V O Q O V O oJ V O O V N L
!p � � � N N N N N (") (") � N N N � � � � � � .- '- N N M N c� N C� � N (D C'1 N �- �
pp � N N I� C � O O O O O O V n (p O G) N N Q� CO 1� O o') N O I� O� f� O (O O N � O �
(O OJ OJ � N m O tP O N 1� � � V � OJ V OJ O (O N f7 N I� (O O 1n N (7 W O I N
V N -� O OJ OJ O OJ Ol O O O O 1� c+l � I� O� oJ C O O m QJ N tD QJ N O O V f0 N N N O (O O � D
� " :G N _� (J _^. �Il �^. `J �^ � (O Q f� [� h oJ 7 � N Yl O N �fJ G� (O tP O � t0 N (7 t0 V (D O i
� O� O O O O � O � � N O� (O N � � 0 [7 !'J � [`� O � V] N C� O c� � � N M O t7 � '
�� `. O O O O O O O O O O O O O O O O O C O O O O O O O O O O O O O O O O O -
� O O O G O V O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O '
L O O O O O O O O C O O O O O O O O O O O O O O O O O O O O O O O O O O
�� O t� I� �J <'] V O (O O � N O 0] 1� O O O O O O O O O O O O O O O O O O O O O
. . . . . . . . . . . . . . . . . . . . . . . . . . .
C'� M OJ N Gl � M M V N � W � I� N V O O (O � N (O f` �'l O M t[J V c� N (� O (D N (O O �.
J� M � � �D �O n M V � O o� M N N n O m Oi O� N t7 cD N N N �O I� N V c� m e- tp N � �.
' � E o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o E
N y 3 y V > i(I tD t7 V O> O� N O O O O O O O O N � O itJ N N N t0 N tD N N (O (O �+I th y�
O N�U (O N QI I� � (O O� V f7 � � O� O� � (O fD (O (O (O I� Vl (O CO OJ V N V N V ('I OJ N d' N t� p�
F- T lL � � � N � t�] � � N � N � N �- N N N
f �
� � y
� 4 N
� O �
C Z
ON O O O O � ^ N O � N N m � N (O l� r (O N N N W M N 01 oJ O� (O N t0 (O V 1� I� �I DN �
� N � � N C) U � (O Q M t�1 M m W N N N M N V d' 01 OJ W a a 'V Q� O d U Q
' - � � � - - - � O O -i - O � � � � � =v � -� -> -i =o � =o =� � � =o � � � E in
� � ' � � � ' 0 V
� � � n M
d� co o � r r+ o w m � � M
O l0 1� O O N O N � N N t0 h I� � (O N OJ (�J N W OJ O] f0 N t+1 � � O
aZ UUUu`�i � � NUU QQ � QU � "� � � UU �? � �; UQ+ aymU � UmqU N >.�
� _ _ _ _ � � - - - � s _ � _ _ � -� � -� _ _ -� � -, _ � � -, � _ -� _ � _ �o �
m o �o rn r o .- N n a r o ry �n �n m m M rn o m m rn m o 0
d N N N N N (") (") (") (� (") � I` � O � N c�l N O] � O O] (O I� (O M N O 01 l7 O m 1� i �
� N N N N N N N N N N [O � I� I� I� I� N �- V '- �- 1� I� W q N N N e- � O) N � T I N � O
J 6. d d d d d d d d d d d d d d d d d d a d d d d d a d d d d d d d d d � F a O
'
' y �M
c a `o
N O N
O N �
� a rn
m
' m � a
C �
N �
L
N O
� Y U
� E
c o
mN
W
U
, �
a`
E N O N � O O O O t� O OI O 1� N O � M O � O O O O � (O O N (O c'1 V N O th
N � !� aJ 1� � Ol O O W V '- V � N O N I� N I� 00 W V N OJ O Ip (O N O N O O (O '- OJ O
� � >,� N N N N N N M N t7 M c� t"l N c� O N N t�l N N t7 � N M N �'l M CJ M i(J i!1 fV f�J N V
N �"
nU
� � o o <o �o � r o m m o o r in � rn rn o � o 0 o rn rn � o N � M o ry o c�
� c'J (O fD N (O oJ W d �— �— t�J O nl O N N h <D N O (p (D N � cJ I� N oJ O O O (O W O �p
Nj F N N N CJ (h c'J M N [+J M CJ N O R (O N t7 t7 N th O N N � M f7 � M V � O �'1 N nJ V �
t � O` �
U
o �
,.�`. a N N O M O �D oJ l0 r O m N m 0� � O N c'J [�1 O n'J � � a (O CI � O W 01 � h N M
'V�y O oJ N N N N O N N m N oJ tD N f� N �(l O � � O !� O [�1 N f` I� (O h Ol � N cJ I� V �
, O Q� t` N m c•l f� M O � N N � O � M O � O� O N N oJ 1� oJ V M 1� I� nl oJ � O� � N oJ (0 I
ry � N � N � i t
�
.�`. Cl t� OJ O� C O O oJ OJ (� V th N W N O m O N t0 (O � � N O t� N f�J M c�l m O� N V C
I� T �(J OJ (") V O N O OJ (") (� O N I� N f7 O O O O O O N N O �— N O] m (7 CJ � C] (�J Q
O C� (0 (0 I� V I� O O 1� N (O O O � V N t0 t0 O f� h I� (0 (0 N N h tn V t0 (D <0 V O N N �
� � � � � �
' > .- O
V t0 I� t�l M M I� 1� � O� V V �'l � O� O� m �O �(] C O O a oJ oJ (O O� N O� O O [O � [�1 f� h
j�O V (O V N V V V .- 1� O .- O] (O O <') V V C CJ 1� Ol OJ OJ ('I M [h N N � O C� N � (� m I� t0
� � m � o � � ai rn � rn � co r� oi ui r n r �ri oi oi co v � � ai r �o .- oi a m o r �
N�• V V M V O V N N V N N N O T Ol Ol Ol Ol U� 1� f` f� I� f� (O CJ (") C� N Ol 01 0) OJ H
� D C7 J m m m w m m m m m m m m m rn rn m m m ro m m m m m m m m m m ro m m m m m �7
� 2 �r cr ci cn cr �r cr cr cn cr cr a a �r a M �r �r �r �r .i �r cr M M K M �r M <r M �i � �r cr
' m m v �n <o � r � c� r m rn �n �n �n rn �o co co �n m m v c� M ro m o c� �o � r �o in � I
tA �+ `�� r v v v, v v .- v v .- � � � r c� c co r� M r m ry o� n o n r� � � � n � � .- o �, � �
� O � �� N �v n � o� o � rn o rn r c� rv �ri m r r �n o r <o � v � o r r co .- v v r� �
� �— v v ch a a v � c� v N o N N � � o rn rn m m m r r� r� r� r� r� n M c� n m m rn rn ... . a m
N C �,U' � w m m ro ro m m m m m m m m o� rn rn ro w m w w m m m m ro ro m w w m w m m ro '. mm
. fC y S . . . . _ _ �r �r h . . . _ � � . � �
m � � � o e `r° � v � �v � o c� ry o o r�i o v a a o � o � m m `�° �n m rn � N o °i r�i N m I ''
� ���� O T �J N OJ OJ W OJ N f� (O C N � O (� (O (O V OJ LD �(l t'l QI m m O] N V�.O OJ M N O (O I � �p
O w N„ V c�l N c�l c� c'l N N M N N N � � O O� O> O� O� N N I� f� (O (O (O (O c'f M CJ N O� O� Ol oJ O
a. C � >�. N W OJ OJ OJ oJ 0] W N N OJ OJ oJ 01 m Rl Kl ttJ ttJ OJ N N oJ N oJ W oJ Gl oJ'Kl 6l oJ oJ oJ oJ � K
a O W d O V C C V V V d a V V V V K V V V V V V V V V C d' d' V V V V V V V V �i R Gl
� U �
CI C (O 01 OI OJ O N V t0 N � O � N OI M N f� ['J V c� t� O N f� N (O � t0 V N N O A �fl (O Y
, U N " O^ � I� N � N N C') �(J N < N I� � OJ �- OJ N ln V N O O N OJ 0] tn C'1 .- O V 1� V O � O O
. '^ N N �v O � � OJ 01 OJ OJ OJ f� f` N [7 � � ["1 1� (D h C� 6J (O N � N m � N N V � (�l Nl N O �
V I > � V (�l (7 (�J (7 N N ('l N l7 N N O � � m T OJ I� I� (D I� (D (O l7 (7 l�J N m m 01 m d]
a� m m w m m o� m o� m m m m m m o� rn rn ro m m w m m m m m m w m m m m m m m m �
W v a v v v v v a v v a v a v v v v o v c c o v v v v v a v v v v v � v . c�
� c� m o <v o o � � n rn r �n r m o a � o r � N N N ro m o m v � a o m r rn co �
' ' m v, �n o co N o rn o, n � �n �n �n rn m � � r .- rn o o m m c� o v o n o m r N � I
J N� � N M M t0 C O� O� N N (�J ¢� N m �'J OJ t0 W OJ (O N O ill t'1 (O �fl n 1� � N N n 1� (O O � C
LL �" [� V V �Il F �[J �'l � � N N C E N N c� I� ('1 I� (7 N (7 V (7 V] � V (O I� �
U � a
C L L L � L L L L .C L L L L t L L L L t L L L L L L L L L L L L C L L L I O
p � U U U U U O D U U U U U U U U U U U U U U U U U U U U U U U U U U U V I L
,- N C C C C C C C C C C C C C C C C C C G C C C C C C C C C C C C C C C C y
J . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
� d(/J O O O c0 N (D OJ O N t0 N Q V Q V O V oJ N (V N � V O O O O V O O (O LO OJ N oJ I �
(/J M (7 � [� V (7 � M V (7 V ln N N N c�l N � V V V N N th (") M ('l N l7 l7 C'] .- � � � D
o o o m r v s o .- r .- ry N o e o o c c �o c� in � r r co o � M o M � o ���� �°
= ry rn N � rn o 0 0 o rn � �n .- v m ro ro �n n o �n o c� �n � o r v o N �n m r v o '�.. y
� m l- o N m m r �o s o a m �o � o� r .- �n v N � r� � co N m o a n rn o o �n <o a o �n � m
:O N � N tn :O "!) G� N c0 � a"l � c0 � O N �D [O W t0 I� N [D c�] f� O� �(l O M .- Yl ifl V O @
�`- O� O � � O O O O O '- O V �- V O � N N O O � O � � O � O � O � N � O O N •- S
'��� O O O O O O O C O O O O O O O O O O O O O O O O O O O O O O C p O O O .
� O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O �, �J
L O O O O �P O O C tO O O O O O O O O O O O O O O (�i O N N O O O O O O O O �
p�� V O O U� N O O O � O O O O O O O O O O Ol O N (� � N 1� <'I O O O t0 c] N (D O I
. . . . . . . . . . . . . . . . . . . . . . . . . .
�'� Q) 01 O O I� tD N O O L7 � 01 V C� V N � KI O � � V N O V (O t0 f` t0 tA 1� 1� tn OJ O
N v h O N n � O N N N N 1� W O aJ C� (O C� ('1 OJ (O � Ql C'J [�1 N ('] f� N V t") (�J 1� O
J � N � N N (O M N N N (")
� E o 0 0 0 � o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o E
N N 3 jp (O f0 tD (O I� (O O (O � l0 W �(1 m m (D N Ol O � � � O� O� Ip O� V M O M � M O f� I� l� I N
O eVii�U N V O� N th V O Ol O � O O O N � c7 V O OJ N N N N YJ N OJ O 1� V V V V (D (O (D ' m
V- TLL� N N N ^] D N N � N l0 � N � , � � � � — N � N N N
� y
1 � � � II N
d
N� N
O
Z
Q Ol V O O O O I� f� � r r p m N N � p� N ^ N t`J V O N � � N N � N � I� (O �N �
� O� V � N N N O� O� U N N U 0] 6] � � � V �(l N W OJ oJ m m O� (O Q � n l� U Q
' � � � � � -� � � _ => > - O - - =� � -> _ =� O � -S � =� — O _ � � O _ v ! � E �n
� � � � � � � � o v
� � N � N N
d a O � N t7 O V N m
O �O O I� OJ oJ O � O O I� I� V N N N N OI � p� N I� N N c�l V N N N N m I� I t � O
az q m y m U q �n m N m U �+ U m m m m m � o '9 m �? m � o? m m m � � Q Q m �; ' N >.�
� � � � _ � _ � � � _ � _ _ _ _ ! _ � - � — � — � � _ _ _ � � - - v � �o �
O O] � N !� N �O N ? tD � N N �O N M ' (O r a N ifl N O O il1 � O N M Q] O O
d N O N N ch A V O A O � �- � � .- .- OJ N N N N � N ['1 t�] � ' r !� i m
� N N N N N W� N N N N '- N V N � � N N � � N N � � dj : O
J d d d d d a d d a d a d d �. d d d d d a d d d a a d d d d d d d d d d � d p
'
' y �m
c � `o
N O th
O N �
N a N
' m � a
c .-
d �
m O
� Y U
� E
c 9
m�
W
U
' �
a`
E � a m r o m o 0 o N o a o o v o o m o m r �n rn a ro m o
N � N I� � O W t� W N aD �- oJ N oJ OJ Cl t0 OJ � a N N N N N N N N W
' N O v V N M Cl N N N N N M N M N N Cl C') N M c] N c") N il1 oJ t� N V V
aU
� m m r� o m o 0 0 o co 0 0 0 o n o m r r �n u� o a m ro o 0
a m m � in co co �o � a � m �o �o r o in r � �n o o u� �n co o �o o �
Nj� M N N N N N N N N N N N N N t`J c'1 N t") t") N V O O 1� N nl V O �
' � O� �
oU �
r
« e � m m e m � � �o m rn m o �o � N � r m �n ry m e N m w v o 0
'V�y oJ I� .— O� N � V O < �— O� O N O> f� m � �O W N oJ O OJ �(l 01 N t� �— N
, O O v V N f0 (O (O t0 (O m �(l (O M Cl th N �l1 V d' m N (O O� oJ N I� i(J I� ` �
� � � � � � � N +
�
.�`. V � th th th th cJ M t�J V (O W (O �Il oJ N N �lJ oJ N N � N N h OJ N N
(�J N O O O O O O O 41 d' � a r W � r r .- w N f� 1� N V � (D (O Q
O�� �n ui tD cD c0 (0 �0 (0 �D tn n V n oJ �[i V oJ (0 ri co c0 I� rn �O <o (D ci c'i �
� .� �
' , � O
(O N m N I� O O] O] l7 O N IlJ N N M � m N N C> m N O V N tp �fl C� f�
�O O.� C I� N N 1� � V (7 N 1� l7 l'J f� N I� N f� .- N OJ OJ c0 O O OJ �fJ N �(1 t0
� ` � �` � � � � � � � � � N i�fl N i�lJ N �^"l h � � V V M M m V C' V a � V-
�IC aU' �J m m m m o� m ro m w m m w ro m m m m m m ro ro m m w m m m m U
S � M h �r �. K M �r e �r �r �r �r .+ M <. �. �r n �r �r h rr .+ M M
, .- ^ � N (O N O � O� (D (O 1� (�1 V O N 1� t0 OJ (7 OJ � V OJ In N (7 i(J [7 C� �
I(� � J�C I� c� V V N (O T C� t(J �(l tn OI OJ ('l O f� N I� N N m N Ql N l0 OJ O M L �
� N N„ I� 1� (O �P V (7 N N O O � I� O) 1� OJ � N f� � � (O �IJ V � V �- � O
d O -o � �� m m m m m m m ro m �o co �n �n �n r� �n �n m v �n m v r� a a c v v �'
1!) Q >.C7� m m m m m m m ro m w m m m m m m m m .m m m m m m m m m m � m
R N = � ' M .+ �r �r �r ' ' . . � �
. m .. � <o co w o m co co .- �n m r r� o o m � o M � o o o rn o o.o o � .. - 1°
('l OJ ('l e- t(] OJ N V � 1� M O f� O f� (O 1� OJ tn I� OJ W O N N W � p J
� � ��l, ill ifl V C] N � OJ N N O] lD Yl V (O m m N C'1 (7 C'J ('J (D M O Ol OJ Ill . � N
� N � m C m m m m m m m r �o co u� �n in in M v v c� v a M ro � a e M �n O 0
.a � � >�. oJ N co ta w oJ .oJ oJ W to to oJ oJ m m m oJ m m m m �m m m m o] oJ � d'
�a o-w � c v a o a' a v � v a v v c v v v a a v v e v v v v v v v `n m
C U a
n
, N ' C�^ � � (O N O � W (O �O N � M oJ 1� O O O O O � O t� O f� 0� O O O s
(� N i� 1� C1 � � 01 CJ <O O N N OJ O � N 1� � OJ � O N V N ('] OJ O O (O m O
� d tO (O N V N N OJ M I� (O In (O O C� (� V m Yl (� N C� ('J O OJ !� �
N y � j� N oJ oJ oJ N N N oJ f` c0 c0 N N N (�l N N M V V c�l V c�l V V V c'1 M QI
d— N N N W N W N OJ OJ N N N N W OJ OJ N CO W OJ OJ OJ oJ OJ OJ aJ �J OJ 6J
W V d C C d' O C V C [f V d' a O C C a O O V V V V O V V V V M
� .- N OJ O O O OJ f� V �- � m N W (O N W I� (O V N N V N N O
_'V,� 1� N f� (O O � f0 I� V O N 1n N (O O ln f0 V f� N � OJ (`� �J N � f� O
� � N� OJ m f� O OJ OJ OJ m m O m (O Ql OJ N f� QI V N C� (") � � N � O (�l t0 C
tL @ U .- N .- .- .- N V .- V .- V V V V �[l N � N � m N tn M W O�
U � � "
a
� o u u u cLi u cLi cLi u u u u u u u u cLi c=i u u u u u o u u o o s
�� � C C C C C C C C C C C C C C C C C C C C C C C C C C C C
U N - . . . . . . . . . . . . . . . . . . . . . . . . . . j
' N(n OJ W Q Q V V V V V OJ V OJ V V O OJ V O m O fO (D (D V O O O O �
� � � N N N N N N N � N � N N t'> � N �`J � t"� t'> t'� � N n t'� t'l t�J �
r� r� � r� .- m �o c� o � �n ro m � v� e � o m N M o� �n N �n r� �n �
°' r � � a� m m � r w �n c� o r ry m n c o m v � m r m o �o m �`n
U N� N N � N t+1 � N c") r O ln OI O � �(] � � t0 O (D OJ OJ I� � f� V (D I� N
� 2� ,^. S,` ",J OJ t0 (O f0 I� ; m OJ V OJ (J O 7 C] I� .. N � � O N v'] � V .-1i
` O J O O O O O O O � C' O d' N � C � O O � a � � N oJ � � O O N S
N�.`_. O O O O O O O O O O O O O O O O O O O O O O O O O O C O _
' O .^ C O J O G O J G G J O U �; O J :J "' iJ U O O O U O :J "
L O O O O O O O O O O O O O O O O O O O O O O O O O O O O
m� ['I t'I O O (O [O (D P O OJ I� N N O O O G� O O O O O O O O O O O
C`�- (O m (O t") N T V N N O V N V f� O (O '- N O f� [h f� N OJ
N v O� � �l N tO c0 t0 O> N N I� t7 N c'l �l oJ oJ � � O O oJ O� �(l oJ �J .-
J C� V
' E o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o E
� y 3 N I� t"� O O O O O O O t") M (O c'1 T N !� Ol OJ � cD OJ 1� � O N N c] t"l r�
O m�U c0 <D nl tO oJ ttJ cJ cJ t0 I� O U] O � (0 oJ �f] N b O N m N Q O f� (D (0 OJ
F- >-LL--- � � � � � � � N N N � N N :+1 N ^ � N N !O (O
� �
� G ✓1
N
� N y
N Q N
�Z N D
pN N (O I� W (O I� W OJ N V O O � O � tV N � t� �
p r r ,- � � <o �o � v a n � r m Q co co r m m � Q Q Q °? � Q
' � � � =� � � � � � � � � � =� _ � � � O — - — � O E �n
o a
� � � N N
y� � N � N l0 O �- N �
... O (O t� N (O 1� OJ �O I� t0 OJ 1� oJ N V O p� N t � O
4Z t� Q h � � � (O (O � Q O Q (�J I� Q Q � Q Q (D I� m � Q Q Q Q � N T
� � _ � � � � � � � — -J — � � 1 1 � S 1 � � � � 1 1 1 1 � �O (O
V N �O �D I� oJ I� oJ � �D Oi nI O O � � O� O m O O
� 1� f� I� m m O V > N t0 � (O (O I� N t0 � �O O N t0 O� (D N W O W T � i O
J d d d d d d d d Q. d a a d d d d d d a d d d d d d d d d F 6 O
'
, Scenario: 100 year _ � �U �
' ,
�
� . _
' . `
'
�
I-A1. � 4891.51
- � � � ^� P-��� o.
' � � 1-A2 �d-]]
t
Q.
� l�
J
' J-76
� � �� � �
�
� � .LIS �
�5�
\ ,
I-.1'S �\ ^ . .
' \G
}�6
' . . . . . . . . .. .. . . . . ... � .
\4_
' . � . .. �-l]
4
V
�
�YB
, �
m
J-66
v
J J 67
� Tille: Bayshore Prolecl Engineer Kalhenne S(rozinski
p9...\stormcatlN00-year srormcadstm Carroll&Lange,Inc. StormCAD v4.i.7 �42014a]
' 06/06/06 0228:48 PM OO Haestad Methods,Ina 37 Brookside Road Waterbury. CT 06708 USA +�_p03-755-1666 Page 1 of 1
'
Scenario: 100 year
� � �8�, �,
� J•82�
J-76
\
� �
��
\ 9 \
� 5 �J�76
� Q,��
� � � �
PA� A
, '�
s
J-16
, . _ _. . - . . . . . . .. . . � .
ut �"
' _ ... . � � . 11] � ,
4
�
J-�8 �
r ``9
�`�
4J66
p
� mIJ67
� ��
M �
,
���
a
�
, a,�
1
, ,;
. -._ . � Py6) � �� .
� Lqg��
�
a�
� � 3
� d �q I-A15 .
� P F�6b �
J J-8
� �9
a
.. � p-t 66 J-fi8
Title: Bayshore Projecl Engineer Katherine Strozinski
p:\...\stormcad\100-year srormcadstm Carroll 8 Lange,Inc. StormCAD v4.t1 [42014a]
' 06/O6/06 0229:04 PM OO Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA +b203-755-1666 Page t of 1
' Scenario: 100 year
' LL
� J1
�
N
' a '
'
P.�67
� - . . ... ._ . -1-A61 , :
a J�
d
1 � 3
d y� I Ai5
P �F1b8 �- .. _ _
' � J8
�
�
p-166 J-Fi8
� I A]J.<...
v
� ��� � �
�g -y 1-A16
, '. _ .. . . . . . .. .. ..
� . e � . .. 'X-�A20
� J 10 \\
� �anz.P�a� \
F,r �'�;a � �
1
� p012
�
'
�Title:Bayshore Project Engineer Katherine Strozinski
p:\...\stormcad\100-year stormcad.stm Carroll&Lange,Inc. StormCAD v4.1.1 (42014a]
' 06/06/06 0229:11 PM O0 Haestad Methods.Inc. 37 Brookside Road Waterbury,CT 06708 USA +�-p03-755-1666 Page 1 of 1
'
Scenario: 100 year
' �p S
� J'7 FAt5 .. �
d
P R168
J J-8
V
' � p.i66 J-BB
I-A]
9
��
' o
P.A�
J9 rI-A16
'
� ��� ; � yI-A20
�q �2P.1fA.:. . �J-ID \
JS m ��\
' a J�4
� \
F�s
� � �� 012
�
�
�
t
'
�
'
�
� Title: Bayshore Prolect Engineec Katherine Strozinski
p'\__\stormcad\100-year stormcadstm Carroll&Lange,Inc. StormCAD v4.1.1 [42074a�
' 06/06/06 022920 PM O0 Haestad Methods. Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1
, y � �
c a o
N O �
O N �
N a o�
� m
m � a
c �
d o
L
� Y O
U
N E
N O
rn�ll
c
W
' �
d
�
m
, �
�
N
r
�
O
' �
4
Q
�
J
� �
O
O
L H
� U
' � �
O � = �
O d ai �
� p� m
� P-�o J �
� c�o �' m o
� � �p-177 i Q. � ° �
y i `m m
U a
' U N
N y
0
m
�
m
� �
0
0
' N �
Q �
� �., i
//
Q�b
O �
' � ..�
e�.
1
, u
O
' � �
aa
o ro
� n
y � w
� ry
� L U N
y E o
T �
� � O
m y
W �'. O
�. N
F QO
'
� y � `
C a O
N O �
O N �
� V m
' �
m � a
C �
� a
s
� m O
Y Q
a o
mN
�
W
' U
N
a`
'
m
' �
�
�
�
0
' �
+
Q
�
�
, N �
qy,gN o
��AB4P Q o
L F
(O .,� U
, �
T �91 a c n
� Q' m
O c, 2
� ��
m
� O J
•L � �-241 ad o
- m
� a. o ° �
N Q O `m m
� y s�j u �
, � V' N
s
0
m
^
n
1 U
C
C
� �
�
�
1
� �
N �
' T d
O �
G N
�
� j N
� O � N
� O
J. �
m o 0
m y �
N � �
i �
F- ¢O
1
� y � '
� � a o
O � � m
p N a o�
' �p m
� m � a
� c �
� `m v
c
� Y Q
O O O O O O O O ' U
0 0 0 0 0 0 0 0 �' E
OJ (O V N O OJ (O V ...... � O
W W W � � � � W O m o�VVi
V V 7 7 V V d' V p �� W
' C � .. d, m� � ?'
oJ N C o
�pV . N �7V �}O d
1�M - — :-i`� C M
' r�� �'.. aa� a�om�i
M�O
Q N V � ��' � C C h N
N� a �� �,� (�paCmN�
� � E p�0 '�, � O J��JfO(Q
J�(n (O(h . . � �
, 1WV . N O(O �
'
—V a ._..__._ mO�l � v�i
___.__'_'_'
� " N N L� r;
J d'(n _�_____�y y` C r N
' C � d N NNOJ� �
Ctn � O . »��O �
� O
IDIO� '�� � . � �CC� N� Q
OJ(O� �� . __ N J��J(n(q �
' � w w
_
�V�V n
L' N� fl' tn cD �
f6 � � E �N U
� T J�(n�� ... mm �
C�
� x�'. � o mm � �
� y u°�io . � .rN-va cv � d
+
� f0 r�� N dNNONV mm
� m �OJd' . v � C ���0 i 3
� 9 E E `�°�o_iincii � �
L �
� J�(n m N
[ C U a
, � � OO N
_ �� y
� p+:�..6 [p.- o
�" O� m
�� ......._. m� � M
'
� ._rVV« c�5o ti
� C
a a� a�o co o �
� > > .- v
��' O � CC� . .p o
� O N =
' �� �I � J�OJfn(n �
��� I
-�OJ C t
v
�� n ,�
' � � E �� _
Jd'U7
I O ��
' I � W� LC
r��� Un
C
Q. N GIMN� _
I�''.. I . . > > �O
� � �_—� �Q _
C(O I � O_C� NO �
��- I o ��OJc�c� o
o?in + �
��� �
m � �
' �mv ;,a
7 Q o m
N o �
� EE �, N
J�tn o a c�
� � o
T G
O � � �
m y
(p N : O
� � N
F- a o
,
' y � �
C � O
p N O �
O N �
� N d 01
' N N
w � � a
� �0 0 0 0 0 0 0 0 o r
0 0 o q q q q q q m o
� N O N O Y] O � � N Y Q
m m m m n
' w w m m m m. m m m ` U
v e e e a a e o e o � �
�
Y m C 4
cn ' O�N
inr, � ' __ �� c
�m �� � �� �. W
' Qm°� mui , . ,, U
-ma �� �� . � N
-`� � O
aEE. nVc c�0
��Kl'n. a.��omm � : . . a
' ��in�o . . �, �.
' ,..,. a`=N�o . '. '..
, oc .."' `n �.
JJ��InN �N
�� NC
m �
t�� . �`# I �WN � O
pW . f� . . — hPP U� ... . .... . �}
rm� ��� qH � �
1 y' 'W� � da�mco f tt°D
v�� �a .II �_ No N
nEE' I� "��oJinui r�
�a�n'==-T� rvo � o
I N
� � m m_ �
l Lm #
� �pp�CN
MLNaYN
O� �:.,i+ d>>ONO ��L �
' � I I . nC.. Om ` 7
� I I ^N mN m
. I4._ JOJt�O � O
r
L _nEE I �va t o
m � .. �n
P
� _
� ���¢m. �'.. ___._-__ ddmoem U
, � m _I� a�.�No . Z'
ln " _ �o�intii c �
<� i m
d Vl mEEnmm '. ,�m_m z mm
� 10 ��m' p� ... I,.�li.- - _a2eo`-m � �
m a�w o �
� � E � ac� � W a
�E I �__ �os.. - o
� ��m I ', � c -
L �-.1 �� �nui �. � ° �
R � � U a
� `'_ m' 2 � _
m —.;.� . �m �vn �
� y r ` � � s
Q �� �,' aYmo-vm o
� �o6 . 1,.` oac�° mo tt1
�EE . �i ii.., ��o��invi �
� �tt.n _� � oe � ti
� � c
'° A� � m
om D
Pmm O
vn .. . . ��rc`_ �
dm v
' �E � .. . � -�����,� _ �
�scn �� �
�c��nv� �
� n
- S
' . .. �r�•�= � �i�l
ceo,
a w
� -_c��
� �, ��o��� _
� _
I
0
' - � � r
�Wm
O
— - mm a n
,� ____ . "� � �
, '� ��Y � ..o �
a EF . - a � >.Q
0 0
�tt�n v� vo o c�
n� �t
cm ��o�inc�i v a n
- p �p �
m� L U
� T
, .. . �me � � p
a d O m N �
n E E � ti ' o
��� ., � �
F ao
1
' �\ Y N e-
c a o
� N o �
O N
� N C m
' O N
N � 4
� c �
� � >
«
� � Y Q
w U
� E
$, c `o
m N
�"''N � 0 � � � � � W
' N � O O O O O O O �
� �M O tn O � O � O °
Q �� 0�0_ � � �� � a�0 0�0 0�0 a
' _� d; . . � � � �� � $ � �� � +
�- M�p N
��p � j � CO 0�0^ � p�M 00
' J �C� �. (�p �� C� �� � Nf� �
� � i � �`��-O �� � � c- I� �
� 6? � N �O�0� �
f� e'^— , ' . . »apr0 �y�y..�y C � � �j�y(�{ ���({� � o
' � W � C C O � L L 4--„� � W W � N
��00 � Q�� NO � � U3O� a0 �q� � U� .
��� J ��JUJCn . � C CNN � O � .� 'C$�O a
� • . O- ' � ' ' � NO t ,� N �0�� �
' N ,
�.� 7 J ��J(n (n.,. b`� � C CON� o
•, J�f� � � Q � Ln NO o
� �� 0 �� � J(n(n u
' �l1 �� �� � c n
41 N M(Np� Lf�O rnm
� m ��� lf)� $ O � 3
� p �� � . � � �O�D. � LC) ro �
R �,� � � � d'�t U� � �� � �°
� . . �
� J�(n�' r � 'C �'�.�� C O�- c� o
' (j C7 ln � � �OO N CO �� ��0, 61�j' x°o
O(0
�� � � � C C� N� � ��� � � m
��� pC0 J ��J(n(n d'��f' U � u
t ' � � ��.C � �
_---
� � � �� ---- � d N N O�t � "
�p. 7 ��OJ � + " � ��N � s
' J� (n �CO� ���.. � �- - N �
�, � Q � �o�� � �
,
�
� � E � � o _
��cn �� o $ � z
� � N � V � tn NI� �
N � � �
lO _
�OOd�' , \�� � �� � LO�
' _� " __ _._ _��� . . . .� UCO
N • Q" � � � � 0 �C� _
� � � � �`� � � � N006�
' J�Cn � � `\ O �� C� � � �
�N � � � QC� N� n
�f)C7 � J� �J(n(n v �
' � Ta
��� om
�CO � � `� 6n
� . . � Q ,� N � o
� � C� r E �o
� C '° o 0
(� m �
J�� � N �
� N
H a0
'
� y � �
c a o
N O �
O N �
N a m
' �
m � a
c .-
� � � >
t
� /� `., � Y U
� � '^ � o
� � `� � W N
' O w � w � � O
(� (� d' � VM a
' $ � � � � � �� �
� O W a > > � � N
' � l� f� / N C C � Uj � �
N �
Q � � O O O O O O O Q� / J � O _j (n (n o
' � � � � � � � � � � � � � r
� � � � � � � � �
� J � (� d' � �t �t' �t�� �' � � f� O �
i � � �
,. � d: o
,� � � � �� � � �
' � �
w � � ti � � � � � � ��
� m � l(� --� ^i �/�� �/�\ � �•—} � ,� a
L O �,. ______.__
\�J Yl __ --__-_--____ � LL W W � V � p �
'� � � ,� � O . . � � p (V � � a
� � f� � � � O o0(� � — — d' � Y
N —� 00 � O � -1- � � C � .N � m
. . � Q � � � J � � J (� (� "
_ � u
' � � � � � � � � � �
J � (n � 00 � d' o
1 � � � \� - �j 0O0� f` �
M O� ;
J � C� � �� O � �� � � �
' � N � � � � � ti
' CV Qj � '� '� � �- �
� � � � � � � N � �
� oo �t � - - � � � c :.
I ' � � No �
� � � � Q � o
� � � J � � J (� C� � �
� � T Q
J � (!) � �
�
v � �
L U �
� ?, E
� o t°
m �
� m
m ; o
i- a o
1
' y y � �
v [ � Q
N O .-
� O N �
� � � �
' N C � °'
N "' >
r
� � YU
'� a� E
�o 0 8 $ 8 8 0 8 8 $ wN
� � � o ��� o � o � o �
t Q�� � � ��� � � � � � � o
�� �' v �r �o�� � v v � �r �o a
c> � �
��
, `��v� �v� c�� co
������
a m �owg o
°���� ai . �M , � �
' � ac00N� c�r `n �
� J�O.J f�fn �M � �n
�� �W �. .. p� M
�N . ��7�'Y,� c�� . ' � �'. + N
� N� �'C'Cp �M . � +
°�� ;a � �oorn
� o N
��� / / / � ac� n�i� � �
' � � � J���J$c� v o
�
m�— �
� J�� �� � U
� . CD O . .. . . . .. . p
, � N m + 2
� �M MM � = i
d N Ln(� NN � mm
'F m pj� .. Q)VV�U� ln � �
���� �L�O ��y - �-C��p,�0� � � -F^ mo
O ��� ... .d � �M�iO . � �`'� - �
�L . . , � Q
C � � � . � C C� �O O U D
(6�- � � QC� N � � �+
' V J�� � J��J(JS(n �y':'. o
� � ���y� m
\ �
� \ �� �
00 } �
M O N y
(V(0 o
� �r L
� . . . ��� �� O Q`
� �prl'V`$ UN O �
�O i � � �� + F
�� � d N NO(D� � �
' oo� . \ . . C c(DMo =
c-�.N � - -0 Qj C
�UJ7 �� � fl-CN NO l�
�� � � J��J(If(n �
� `��t� � � �� �
�� � � _
� �
1 �
�. � o
�o � � �
' o� aQ
��� o om
d�� o � � �
' • �� � TEf
�
� C m � O
C �
J�� � �
1- o 0
'
, Y � '
$ c `� o
� � � d
C � e o�
� �
O °' � a
� �
'� � o
5
� � Y U
W � E
� a
mN
c
W
� � 8 $ 8 g $ 8 o S �
� o � o �n o �n o u�i a
' �ti � � � ��� � � � � �
Q� °o �' __ � `* ou�i `r � `t � � �
�� � M �
�+ �
. .� Q �� �
' � � � Q �� V O . . �
� � �n ,_� � � o �� �� g �
, � . . �' � o �� Mo � �
� ` cco � � �lm a
$c'� � Q c � N� c�i cri �
, �� � �� J (n(n COCO � O �
d � �� � �'�'� C � � �
' � � 00� \ . � N � �COO �
y - � Q , " . . > > ' C� � O � a
G� m � � , ' CC � p 0 c�
� Q�
p m (II •� � u Q� � N � M � 3
� o J �(A � �� J(!) (n � � ^ oa
C � p �
m � � � � Uo
� � 00 00 � N� e
� ��d' � UN � m
$ � � N�'� M � O �
� � O � O � O N o
O � ��p N O �
� p �(� � � J � � _I (� (A p a
� �� � � �
� o0d' � � � t �
� � z
a- \ \
1 � � � \ ' �
� � �(4 � O
' � -
� \ \ \ _
� O � � °
' p � \ � o
N � � ` mg
� .—� � �. � aa
d� � o �
O 0 �
� � 9 �
� O
� . . �� � . . . � �' Em
C m o a
�� (� m �
i M
ry : O
i N
F� a o
'
' y � �
C � O
O N �
� N a m
' � c � a
� � >
O `
� o
� � Y U
� a� E
� c o
W m vl
W
, �'' m
�' � �
O � �� � � � O � a
' � �� � �
0�O Q��� oMO 0MO. O O � oNO �
� O �_� ��� � V' c�Oc�O rt � d' �
' NNCO � E � �� _ � � °
�� � JR�(n ln �� �� �
QN � �N n
� � / � t' t' �' � L1� p o
_ _= dNNppO � ry
� �� fl- ' . -� C C ��.M� .__ . + •-
��p � � - - N Qj� � +
J � (n � QCM.N � � � �
--- --- J �� J (n fn p
, �. ---------- . . O O �
Q o
� � r
�
. . �
� � � _.___ M CO lf� �
.. __.-.---
N ' -- M M �
� � U
� T '_-_'__ Z'
l(� N (�j � � � � U � Ca
0) N � � � ��\ ^ T '� �� C � "oi�
_ �p � 00d' 1 C� d N �QQLf� = 3
. . � ......., � � . . > > p � c- �
�� m N � O" OO O � C C � � p m o
L O � � j � � � � aC � NO ° �
� J � fn \ ....... ., ... M (`') cK � �� J �� JUI(n cia
� V �� � � ,. �� o
fA ��' �� U� m
� � � � � � � m
. ..� � � � ',, Q- J � � (� r . }
, � t
ON � C C � � � �
� � M � QC � N � o
� � � � � J � � _I (n (n O � p i
I ��� �- � MO �
� . . �- �\, � N CO `9
� � � \ �., \ . �� � i
� � � � � � � � � �
� � � � p �� �
,' \ o a > > ��°'
N� Cp � �
� � � � � N N � =
� � � J � � J (� Cn �
' 0 O � Y
N � � E
0
� � M N
r w N
do� � aa
' . . � Q o �
� � o � a
� L O
� � � cn ;, E
' � o �
m �, �,
;; - o
, �
r ao
'
' y � '
� c a `o
� O N �
p N e rn
' � � � a
� � '>
� o
� O O O O O O O O O Y U
0 0 0 0 0 0 0 0 0 � E
LL'i O N O � O ln O ln C O
m(b
W � � � � W � a�0 W W
7 7 V 7 7 7 7 7 7 � u
t � . ... ,. � w w.. ... + o
�-r �rn ro
�o� ao ry�. a`
� vv � ��
��
rnv rno
, 1�V .,.. ., . pJ V V f�. � M O '�..
..�Q NLY� C� �,� �
2] E d N N O V'O 00 00
E � _ »ONr' �d�.'d' ... (r3N O
J�(/J C � � CC� ..O �:.:.i:" C� . . . O m
' mp �. � O_C� �� d � jOON... � �
O�� J�QJ(n(n � C C�MO u1
� N
¢—' WV '. '. J��J(nf4 r
0
..V Q � � . �. N
' � .. � `,\ �. � w� +
J�(q � p� O
�\.. . . ... ... .�.�j , . ... . O N
� �OJ LC � c+0 7
' � . �VV c�� o
_ O �
�O y�C� o
L Q. ��00
16 ��'?� � .. >. >OthO �
� �� �... �� c. c� �o U
� N a�� ���' � `�°��Ji�c� a ..
�� a �o �... o � .'o�
N u�i 9 E E �c° a,
w m ���i N�� `, ,� m3
�
C�� J
� QOJ7 ' � p� W "O
� � _. � d � ��_ ____- (O..- po
� � �
� � E E ' r�i�m � n m
C J�(n _____ O�OJ L� C U .o
d -____-__�VV Ur C� Y
� � y C� � O
� ` ..,� —� e
(A �� �` a a��o o�- m
o »ochv
. .�N� � CCN �O M
� � O
.OJ N �p Q C`-.IJ
� ���V � � J�OJIn(n �
�a
� E � �
��cn �
� o r
\ oo � �
' �o �
�
� r�i� � "
07 0� L� m
',. \ O�IV V� U� S
� C
�\
�`� � � NNOOV
> > C?N
� C C� ..p O
� � ' '� NO O
(90.C ..._ .. � +
,, . �..� \ �J��J(O(n ��. N
t N
m
� `, � �
' \ N
� �
N
� N
�
� � � �
, �: E o
oQ oy
�n�n�. � w oi
N
��� � � � �
dco�7 �� N ?��
� ... . . �. . .. � . . ....... . . ..
9E � o m � m
J�� + � o
O � p�
H ao
t
' Profile
Scenario: Base 5 year
,
�
�
� ���: �-��
Rim: 4,841 .55 ft
' Sump: 4,835.00 ft
4,842.00
� 4,840.00
4,838.00
� � � � � 4,836.00
�
t ,: " / 4,834.00 �evation (ft)
� 4,832.00
� Label: a5 4,830.00
Rim: 4,823.50 ft 4,828.00
� Sump: 4,822.00 ft � j � 4,826.00
� � i 4,824.00
1 4,822.00
0+00 0+40 0+8��on0�ft�1+60 2+00
' Label: P-69
' Up. Invert: 4,835.00 ft
Dn. Invert: 4,822.00 ft
L: 189.20 ft
, Size: 18 i nch
S: 0.068710 ftfft
1
1
� 7itle: Bayshore Projed Engineec Katherine Strozinski
p:�...�stormcad�100-year stormcadstm Carroll 8 Lange,Inc. StormCAD v4.�.1 (420�4a]
' 0S/25l06 0215:37 PM O0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +b203-755-1666 Page 1 of 1
� Profile
Scenario: Base 5 year
'
�
'
, La bel: I-A18
Rim:4,845.71 ft
' Sump:4,840.90 ft
4,850.00
, Label: J-65
Rim:4,842.11 ft
l_abel: I-A19 Sump:4,837:41 ft - 4,845.00
' Rim: 4,841.67 ft
Sump: 4,834.50 ft
4,840.00
, 1
Label: P-177 Elevation (ft)
i Up. Invert:4,840.90 ft 4,835.00
� Dn. Invert:4,837.61 ft
L: 135.00 ft
Label: Q6 / Size: 24 inch
' Rim: 4,824.00 ft / j S: 0.024370 ftfft 4,830.00
Sump:4,822.00 j'� Label: P-140
Up. Invert:4,837.41 ft
Dn. Invert:4,835.80 ft 4,g25.00
t / / L: 27.80 ft
Size: 24 inch
S: 0.057914 ft/ft
' 4,820.00
0+00 0+50 1+00 ' 1+50 ?�+�Q�on �₹50 3+00 3+50 4+00
Label: P-70 �
tUp. Invert:4,834.50 ft
Dn. Invert: 4,822.00 ft
L: 232.70 ft
' Size: 24 inch
S: 0.053717 ft/ft
'
,
�
Title: Bayshore Project Engineer Katherine Strozinski
p1...\stormcad\100-year stormcad.stm Carroll 8 Lange,Inc StormCAD v4.1.1 (42014a�
, 05/25/06 04:18:50 PM O Haestad Methods, ina 37 Brookside Road Waterbury, CT 06708 USA t1403J55-1666 Page 1 of 1
' ^ � ��
'¢-.'� c a o
�� N O �
O N
� N V Ot
' O N
� � ' a
C �
� L O
� � Y U
W � E
� o
m�
�
W
� O O O O O O O O �
a
� � � � � � � �
' d' �Y � � d' �t � rt `O
+
' � d' �
� 0 � � N
�A v• �r r^ � �j
� � 1_ � � �W : . . O �ry
� w� �. A W W � � � N
' � �' /� y � .. _ _ .. � � � $ U Q 7
YL y�� O �
L J � V� � �l'/ � J � O' � � l'J H
T � � � . \ W � � `'J A\ O' � O . �
� � o � �� � � aC `- N� �t00 � � a
� .- � fl- � � � J (�(� f� ln 0 �3
� a � � � 0�000 � M �
� `m ��' (� - - - __ �� �t Ud' °° "
^ o �
C � c— C � c1°i a
, � � O � � Np � � � Y
�\ f� � � • C CCON � tp o
� N /�� O N�' m
y/ � � \ W � M
' Q �� �� � �o � c� c� o0 OO"' °
�o + �
� � � \ � � $ c� s
' m �� � �� o0 0� � �
� � � � �
, O �� � � � � ,
� ��.� i � � p �- O �- �
V t-� � � � ONC0 �
N � � C�p � �
� � N O� O
N � �oJ � � o
�
, , _
' � \ U
`H O
Q �. � � �
m� � � � �
' I v�y�, � \ O O N
O W O 0 a N
� �N� � O N � O
� � � � m� o
� LV� N CI
N � O
F ao
'
' y � �
c � a o
� N O �
O O N
p N v rn
' � m
� d � a
� � �
� � r >
� �o
�� Y O
I�M O O O O O O O O � U
�rn o 0 0 0 0 0 0 0 � E
Q rn� c0 co V hi o c0 c� 7 `�=w � o
_o7C W � a�0 � � � � W �� �wN
V a p W
� EE v v v v v v v vo rnrn � �
, � mro o
`�a�i c� �vv rao a
. . �w+:�� cm
''., . a a� a�oo��i
»m�o
' ���� . �� a� c c� �o
�p�.� J�OJ(n(n
(O M��. . �. O
Q���,., . . . �
N f� '. i� 6)� �
_o0V'', -N OM �
' —�' �. �� � �
� � E ��., - _ N m C 'n
L r
Jd'(n � . . ___�7V� UI\ o
�.j y C
_
, a a`�� a`���m �
C O � C C M�OO +
O � N
��� � - i' � O.C ...N� Q
N�N ��.,. . , . .. N J��.J(n(n j
, ��� �' ' �� �
��� ��...,.
_V Q ln(O �
L � � .........,........, �N U
� �._ � , I -......,..... �m �
' N J�(!}� � Q -'��OJ � �
T �c0 O �7V c�� � �
O �O I + ,_�co � m
N O ln0 N dN �OC0V rnm
r f��j0) .. > >cp�N � �
W I��O� CC ..O J
� � 'OJ7 � -� N� oL D
•�L ..�.. �pdC ..N .. _ m
� E E �, v J��J(/J(n o �°
� J�� m m
C U �
V00 .-� .- -y
' _ ��
N �' }"'6 O m �
� m
, - ._..____ �� � �
..____..._.,._ N OJ � �
' ' L
' ��., r 7 V« U� .
� .. ..w �p o
.-�._� �
� a a`�� a`��ocoo N
��- � c co�o 0
o m--o
d.N . � 9 . .M �p L
, �N�� I � J��J(n(/) �
���
�NV -°
-7 ' � n
� I
� F �
� :7�U7 . ww -.
��
o �`�
I + ro� �
� m o� �
� � �vv� c�� _
c
, I . . � � � r'xo =
,� 'I N=—� . .G .,
�<D � QC NO u
' �� I OJ��J(n(n f
O
+ n
r�CO , I � N
�cOV TQ
tN� fl' � � a
J�(n o m a
L V �
� � E �
' � � � O
O tt1 y
} � �'J
� oi : o
F ao
�
' C Y ��
c � a a
O N �
S� V Qi
t � N �
w m � a
c ,-
O OO 0 0 O O O OO � >
O O O O O O o t
� m m m . . m n r� m n v�i Y Q�
c v" v e m' m ' U
O o e a eo � E
{ o
�
rn�
c vci c
y�M W
��
1 amm �
_mo rK o
aNEE '�n"m d
JR'N I N�n L� �
mm
' V� }-�—"'oa:. cc
N� .._� a4'3'omo
Mm
h I I v NNp �OI
r m
'� I -�— 'S�o�mvi mm. . '� . " � �o
' �wEE . I —_____ 1°aa �
re �
rc�'n � �i a� g� . �n
i �n_fNo ^
cry ��_'li� . ���Jinvi �
� � 'N� � f¢o O
N
��� I
<n }
mm �
ow v'E . �I.�._—_" ^<� . Q
f�,N AKN . I 2�1 ��Nc� �
� - �, . a¢Cp_O m�n J p O
�CE J�O�tnVl �� j t�0
JaN = mm O
mdv � F
L "_- ____.._- nCC��M U
� -aE I�II . i_ - __- ._.._ R ��m.. Z'
' T ��(%1 . . r» nc��r�i� C �
Q �J��VIN �
d O �m � m N
T em. ; .-. . .. _pa'y �� q �
� �m� . �CYF�m J
� O '� �� avvmc�ao c M o
a r
'L ma¢ � I w-`- ai4 a _ m
�p �EE � . i nn �P. ` O �°
� ��o�-v�vi o �
C �¢m' , �. �� � `n m
d c� .. . .�, �N � v m
' � � �� � s
N m mm � o
�m ee m
�. . � 22.t`-� n
m� E � �I �� a3' �m�t° n
' ��(n -:-1 \ oe nc'°N� `
.-m ��o��� �
m �
m
�� v
�ccc' o
ad s
' �EY �¢c �o l
�m' �� '��°�o-.�nr� �
�
i
' "- - _ -�'cc��� � .
a ;?-
��'o
�JO�NvI
1 \\ _
s
' ____.. �'m' �
1°m �
y o
�m n
� �e = n �
a
, - a , vs.� o� i.Q
y � ¢ �N O O
�O ✓J ul �
iEE �' 6e
��� r '� o
� �pe T E �
�° Eo
o m ,�
� o
E E m � � a
�KN �,
F 0 O
,
� '\ Y �`
C d O
� N O �
O N
� N V m
' O N
N � 4
}� C �
(>6 `m v
r
� � Y Q
W �
� E
� o
$ m�
C
W
� N O O O O O O O
' (V � O O O O O O O d
�� � O tf) O � O �� � O °
(0 f� � f� (fl CO � � N� '�t � a
Q CO � 00 00 00 N N tn f� 0� 00
!N d' �t � � � '� �� � $ d' O
' a�� a ao ao � +
� � � � �� � o � �
, �� c� ,-� -� -C �.� o �
�� - - a c c °°� o o �
�, _ — � � �
��-' %/ � 00 � —— rt Qj � � 00 t� o
' ��'', � M � QC � N � rf� ry
�� ', .- 00 � J �� J(n(n � � '
�
'� (�q� Ot?�00 � � _ � 00 N �� ?
� �� d' � UCO tcpd^� U� �
� � �� . . . . C � �� � �� ,�� �
� � E da�ia�io � � ,.- � > >oNN� �
� J �(� � . . � � tiN � ; 0= C C p o
� �' � 00 � � NO . �� / O� QCON� � �
, , ._ . . C L
d o � � J� �J (n (n,= I�O J� �Jfn(n �,�
� � � 00 �O ; �
� O �� 0�0. , . . - . . .�.�. �' � � o
co �CO �' �00 � i�^ ° �
� �� Q � �h� �� � � 0� � s
I U . . . . . .
._
� �.� �s� � �� - ' � a�i a�io� cfl� a° �� °
J�' (n� � , • • � CONo O� �� � m
('') L(� � —— � aj � �00 � �
' � L(� �' . � Q� M N � � �Yd' U � �
�CO � �O �� J �� J(A (��� �'C �.� � �
�'CO d' � ___"_
-
�
O -
_� COM \ �� � � 0� � s
fl. ----
� � . . � �� � � � �� �Y � � �
� � �� � \ �
J� (n� aO� � � QC � N � �
. . � Q � � J �� J(n (n �
� O =
' J �(n � j .— T_—-\ � ;
T
N 6) ��
� � � � � � � '� � �� _
.�p� � } N t�
- � 'ry' �� ����� - _ � �V � �
' � _ 00 N � �
(�6� � �� \\ 0� �� �U � o
C� N �`i t' �' O•� Ch m
' �� '�'� j � OO � TQ
� �CO � C C �� p on
� COd' �N0_C � NO L � a
� � fl- } J �� JCn (n � € �
� � � � M m y o
� �Cn ` ' �
F ao
'
' Y � '
c a `o
N O �
� � O N v
N � �
' � � C � a
� O O
0 �
L
`� N �
� � �1J YJ � Y U
O � � G 0
mN
(�6 � � � UM w
' � � � � '� •� � o
� � a N N O 00 d' a
� ,� C'� . . > > � � NO
M � Q � � � 4jO
, � � � O O O O O O O � � � � � •N � � °
Q � 00 O O O O O O O O J � � --� � � �
! a0 � CV O 00 C0 N 00 � � �
r �
�; � � � � � � � � � � o N
� � � � � �= � � � �- � � . �
1 �
� o
� � � � � � �
' >, f� � d' UC� z
� p � � �
m o _ __(�� ��` � � '� � �3
__ _,____.. / J..
�O O M� 'u^, �.. __ . ----� � � / � O N O � o
C l'J Y�/�J �. /��J� � � / ° K
lJ Y J `M-r �Ll — � W O U a
t N � � 00 � .. 0+0(6J � � J (n (n m
� W � $ O � M
ryW� V�
. . � Y.l O • � � �
, � � � II1 M .. O N
\L� �'J o
� � � � � � � ti �
' J � U� � � � \ + C� d� a
� � d- � Lf') � � � �
�� � _
� � � � � �� o � � � � �
J � (� � N � � � � p � 0�p
' N � . . > > d� Nd' �
� C C � . p �
� � � � QC � N � �
' � 00d' J � � J (n (I) �
. � � �
TQ
' � � � � �
o �
�
v a a
� a � o
L E
� � .
J � (n ms` �
N M
d : O
� N
F 60
,
, ^` Y ��
V� C a O
N O �
� O N �
Q !� a N
� � C � a
� L p
� � Y Q
U
`m E
c `o
O O O O O O O O O W N
� O � O � O � O �
��`},� U
� a0 N � W N O� O� 0O O� O
+� d' � d' rt V' V � d' �t o a`
N o . . _ . . .�� . . ,. � �� �� (�0
' �O O0O
��� ��
Q�� . . � O
��� ,�� � �� �� �
m
' N� �' -------(�D��Y C' U� . . . . . � m
J�� d N Nptpin �� �
� �. CC�`.-0 Nt� '. . . . ... . O+ N
, $ c90 �-�� N� 7� � *
�N J�.��Jf�fn 0ON
�
' Q����� � p a
N� \ m
• ---
' C�O�W -- ----------___------ d N Npp� � � o
�W V . > >�M� � �
. .� � � C C� � f-
R ��p � ' � QC� N� O c�
� � J�� � J��J(J�(n � � � �
T � c r
� �
d O �('� m� a m
4= � M N � N oJ � � �
� O �� � �� � � �
� ��� \ OJ N u= � b �
� ��v �
y • • ` ���<CU� CO tiv
� N 'Q � � , -- -------a � �m�O � o
J�� . . � ���0 + m
. �--OJ � .�ri
N Q-�� N� ��
' .. J��J(�(4 pp � �
M O
+
/�1 N
\ �W � `V O
\
' �V��UN O �
� �.. �'C �O�C� O
� O n- � �OC0� N -",
ON �. \ C C�mO r
' N_ _p
O� � � � � O_CNN � � �
����,- �� J��J(JfCn �
�� � \ \ -
� J�� �� � � _
� " � + _
U
\ F
, �\ O O
+
�� � TQ
' N�� oa
��� o �' 6v
d�� + � � �
� • �� (� o r €
a� r�/ � so
� � `� m �i (�
JQ�� d : o
� �
i= a o
'
' y � �
c a o
N O �
O N �
� a m
... '°
' $ a� � a
c �
`-' `m a
� L �
. O Y O
� :F, U
`m E
� c o`
� mN
W W
U
' �
�O � � � � � O � a
' c��� � � M M N N �
� ��� � � � � � � �
� 0J��f' � � � � � � � O �
� a0�0� �-'�' t `°
. . �. Q O(� � n
� O�
M
0
� J �Cn - -- �� � � +
�� � +
—p d'd' U � � �
' � '' � �� �•CO �
�C7 � � � O� � O m
0
r
O� �t o
M N � �� p � �'� � �
d 00� � �'� � N � M� M U
' �, � �00 �O J(n (n N'� � a
C) O � �� ��M � �� � � �
� � — d' Q N� ��.." �� O = �
� -_ � M O + �
o a .Q � E - -- -� ��� � o c�co c� °° �
.. co .— � c- c rn �
0
� � � �cA � > > o� � � �� � � � � �
� Y
' � -Q C C � No a N Np(p6� � m
c4 �-� . . ._ . . . . »
J �� J(n (n � � CO� p (�6 �
� -- � �
' � dCN,NO O �
� �, J ���J�Cn fn � } a
�O N �
O C� � i
' O N � �
O � C'') � O �
� �� � � �
� �� �� � r
' � Q J
� �
\
J CC fA \\ O
� �� � -I-
�
�. \ � v
' � \ O �
�� � }
�� � � � �
N �� p�j �
� �� � o M
� � �� � o a
°1n a
.� �' � O N E o
• � T �
' � � O
m
J (3:ln � N �
i- a o
�
, Y � ^
c p o
N O .-
O N �
N `t m
m
' m � a
c ,-
� � oL
� � N O
C �' �' m E
O
}, �O OM � g
> CO (O w N
W r�0MO- L � o
' �� � U � a
� �r � $•� �
' O $ � O O O O O O j n- � NOO �
O Or0 O O O O /O' • C � OM �
tn� � M O Ln O � O �! � �- - 00 dj
�Q �Y � 0�O � 0MO 0NO � N fB �" C � N � �
1 ^ ^ _ _ _ � . . "_
�! 0 O � d' d' rt' � %- � d' � O J� � JCn (n m
.- '� a . �='� � u'�'i
�� . . -'' + .�' .�' oi
�' O .J � � %.-�� � O O o
� �'-��� � 0�
i
N � � i O CO Ln � a
N N � +� 0�O_0�O_ � �
OJ CV � � /
' _ (�p� � U � o
�p�p � _ ________ --M— 0O
_ _ __ � � �$ �� I� o
� ��}. Q � - - - - - - po a. � �opp � �
' T �.� j � O '., } � CC� p � �
p J� (n N �. \ � � O_ C� N � � �
m o N � J� (n (n m�
� � ��j C'') �
.. O p p 3
� o �� �
\ __ -- � V 0O � o
_ _ +� • • _
� _�7' Q `, � � � � � �
u -Q � � _
(� M � c� o
. ..--- C ,� � �
� N J� CA - - _ ' ' "
�y�__ (O�' ��• U � o
� � C m
�O � � N �p (O � M
� . . > > � (+7 �
' ON � C C� � p d
� �� � � aC� N � o
� �� . � . � J� �J (� Cn °
' � � � � �� '
� ,� � �\\ O OO ,�
J �(n \ � (`')O x
' � _ .. . .. t N CO � .-,
\ � � �OJ � �
� , \ O � �� � CN
� �p tf) � � '� p •-�- _
�p } � � Npc.flO�
n i LD CD �V � � = C C � �r�-�
I � � �j \� � Q� N NO �
� �d' � J �� J (nU1 �
� � � n �
' � � � aa
J �� o "'v
c
: � a
� '� o
L E �
� T
� � O
m � �
y . O
i �
F a0
'
� y � ^
� c `r o
q o .-
O O N �
1� N � N
, � c � a
N
W L >
m O
Y Q
� O O o 0 o O o o O U
i o 0 0 0 0 0 0 0 0 � o
� o � o � o � o � m�
� � � � � � � � � W
V' V V 7 V V a �Y V O U
1 � _ ..__ .__. . . . . ._.. . ',,, + o
w� �� � a
co�? �m
m W N
Q�� I, ,,, �, '. V 7 � ,., .
' 1NV . �. NtlJ L .
�7a�.. �p77 V^ .
N N���≤�
J(Y(n � � a_»ON� ., . �. O
O �
�
� � C Cr �O '�. . . ^ �o
' � � / 9 �� � O �.
�Q J�QJ(n(!J � r
C�
O�M �O �,. . .. o
�� O N �
' .. ..... � �
a�� �T7 � CC +
— . y O
Q �WO� L
� E� mVV UN 00 � Q
E ` .__. C � --Oa0 �� + Ul
Jd'(n� � ��C,,.p Cf� 061 �
�
, .dNN�00lq d'M � m
� . »MM� ��OJ L O
�O �� � C C OJ �� V V V U� o
O
L ��O ' J�OJ(n(n .d N NOOIn . U
N Q��W ,. � � CCO�O �. Z`
� � _oJ7 � � � QCMNO O � �
O N� O'� wO`, � � J��J(AfD �} y �
� (O `. � m m
W O J�(n N�oJ ' ��� . ; �
M �
� O �� �, • /- _ _—_- _ — �O � N
'L S N V OJ OJ O �
� �� �- OJ OJ � � t0 N
C U D
QJ S� � � -N 7�' cLj r p '�
V JK(n �'CC�.C� � O
, � � � Q..N NpO� .
�p �� .�> >OMV � ¢]
O �'.C CN N� n
Nf� p_C� N
��� J��J(n� �
V �
, �COV
�a y
� r D
O
m�� � o S
�r o �'
� �� o o + �
, rn o c"� a
��
�
\ r�.- � �
� \\ aoiv�� cri� x
� � � ...aa�ia�ioov
> >�r��n
� G C� O O
� a�d Np O
. . � �� J�OJ(n� ' � E
' N
�� m
�� � �
J
\ N
, N
O �-'
O �
� D �
wo EN
' o� ` oM
�� N O
� � M
��N O N p
O�� N T�
• �� ���. . �� a �� � m o 0
' I � � m
N��� +� ,°-; � �
� F= a o
�
� Profile
Scenario: 100 year
'
�
,
' Label: I-A18
Rim:4,845.71 ft
' Sump:4,840.90 ft
4,850.00
Labei: J-65
' Rim:4,842.11 ft
Label: I-A19' Sump:4,837.41 ft
Rim:4,841.67 ft 4,845.00
� Sump: 4,834.50 ft
_/ � 4,840.00
� Elevation (ft)
� 4,835.00
�I
� Label: Q6 � �� '�,
Rim:4,824.00 ft ! Label: P-177
' Sump: 4,822.00 ft I 4,830.00
Up. Invert:4,840.90 ft
Dn. Invert:4,837.61 ft
L: 135.00 ft
' � Size: 24 inch 4,825.00
S: 0.024370 ft/ft
� 4,820.00
0+00 0+50 1+00 1+50 75+tOfon �{�'50 3+00 3+50 4+00
' Label: P-70 Label: P-1�10
Up. Invert: 4,834.50 ft Up. Invert: 4,837.41 ft
Dn. Invert: 4,822.00 ft Dn. Invert:4,835.80 ft
' L: 232.70 ft L: 27.80 ft
Size: 24 inch Size: 24 inch
S� 0.053717 itift S: 0.057914 fti'ft
'
,
� Title: BaYshore Project Engineer Katherine Sirozinski
p:\_.\stormcad\100-year Slormcad.slm Carroll&Lange,Ina StormCAD v4.1.1 �420�4a]
' 05/25/06 0423:49 PM O0 Haestad Methods. Inc. 37 Brookside Road Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1
' Profile
Scenario: 100 year
,
�
'
, Label: I-A20 �
Rim: 4,841 .55 ft
, Sump: 4,835.00 ft
4,842.00
' 4,840.00
' 4,838.00
4,836.00
' 4,834.00 Elevation (ft)
�
j 4,832.00
� Label: Q-5 � � 4,830.00
Rim: 4,823.50 ft �� 4,828.00
Sump: 4,822.00 ft �
' ' 4,826.00
4,824.00
� �'� 4,822.00
0+00 0+40 0+8gta�ion0���1 t60 2+00
�
Label: P-69
' Up. Invert: 4,835.00 ft
Dn. Invert: 4,822.00 ft
' L: 189.20 ft
Size: 18 inch
S: 0.068710 ft/ft
t
'
NTiBe Bayshore Project Engineer Katherine Strozinski
p:\_.\slormcatl\i OOyear srormr,ads[m Carroll 8 Lange,Ina StormCAD v4.�.1 (420�4aJ
, 0S/25/06 02:1501 PM O0 Haestad Methods, Inc. 37 Brookside Roatl Waterbury,CT 06708 USA +1-203-755-1666 Page 1 of 1
1 s �p�
c � o
N o .-
O N �
N a rn
m
� m � a
c �
d �L
N �
• YU
' � E
c o
m V!
W
u
' �
a`
' o
0 �
�
' �
�
�
�� �
M
.: s o
, �� �
�r � . +
! Q
N
ri i �
' .. �
O
r
�
L �
� H
� U
t T �
� c �
d �
N a3� c
m J
� � .. ��.N eb a
O N p �
i. 0. q �
� U a
� Y
r � �
� m
�
�
' U
� C
i
0
o a�
' N �
n
;� a � =
m m v
—y,�� _
, os�d
' N
m
L
N
' N
�
'� a
' E o
o �
� v� o
c)
O �U �j
N T�
• �O N
' m O O
i r
y : O
F- n O
'
' y � �
N
c `� `o
N o .-
O N �
' � V Oi
m
a� � a
c �
� a
• 5
Y �
t � �
C O
m�
W
� � �
/ a`
�
�
' �
m
N
r
�
O
� �
i
Q
N
�
' �
O
O
�
�`o b c~i
� j� '�� � � %'o � z
� gs � � �m � � �
� �
v
O 9s`� .� ryy � ��
� � ^ J
� �'� �tia Q� ro o
IC m � p� o �°
C b : N Ua
N
U � y
� � � Y
O
O
m .. S�` m
� � r
M
t �1g8� � ���N... . =
t� � m �+
ro �
i�Y L
� � v
� �
�
,� z
� . r���` .�.
�
/
' � P'1g6 , . . .
•--L n
' � _
m i �
0
� �
' � a
o m
�' oi�
� � � N
y E o
a
� o 0
m y
� m
m : o
i- ri o
'
' Y � `
N
a
� � N � , 'iv o �
v> o ry
i � a o�
� m
blld °1 � d
c �
� v
L
N �
� Y Q
m E
� o
mN
c
W
, �. �. . �. , U
N
a`
�
M �
m
' � �
a N
N
r
�
O
N
' i
Q
�
�
' �
O
O
H
L U
�
� � C C
O � N vm
O N � C r
� N m ` 5
p m j ,i
` m �
f0 P-��5 P'116 ° �o
� m m
d U �
' � s
(n O
m
r
M
� V
�
N s
' a � L
S
' s _
, m� —
mP =
� c
`m �
, °a
� o
� � C
O G �j
� L E o
>.
f° � o
m N
i �
N : O
c( (p
F dO
'
� y �
c `1 O
N O �
O N �
N V O�
, N
m � a
� �
� a
L
t• Y U
� � E
m . � o
1 ��
C
W
� u
N
a`
,
�
' �
�
�
�
�
0
' +
Q
�
7
' �
0
r
0
�' � U
R a
' �' _ n
O _ m
O m cc
� c �
m
� O J
� �
•L O
� C �
� m N
41 U �
' U y
(n o
m
r
M
' �
c
1 �
' � ... � . ...._ c
2
m �
� �N �
� afii
�
t am _
:,
, f
U
n
N �
' T a
0 y
y a �
O � (j
� L E O
T
� � O
m N
i �
N : O
�. O
F d0
'
' Y � ^
�'�" � < �
O ` N �
A f/J V OI
' � N
N
c � a
W °' >
r
� p Y Q
O O O O O O O O O ' U
0 0 0 0 0 0 0 0 0 °1 E
� a0 (O � N O OJ (O 7 CV c o
w OJ Q1 m � O] m � � m W C C W(�
O� V V V V V C' 'ct d' d' � O�('1 ..
' �QJ� .__ ',.. ',,, � N M �
N(O� � �� O
°�rnv �rnrn L� a
..va ovv o�
v
t � � � , N C �i'i�C 1�
J�(O '�.� a »ONO
� C C� ..O
. % . O � a C� N p
� J��J(n(/J �p
}
t � �
� N
w M r�
O� �. . � I � t�
N1�� , ' ' ... � o
' N�� . � �� � �
m�� +
O
�ri. � a
� .. ._ . . . . . + m
m�(n � m
t o
�
�
L �
� F
d U
, T
� o u �
o � Q
d y � V mm
A � �
� m J
� • � 'J
Q p 0
L �' �
� �J N
� C U a
' � N
� d' �� O
V� rOn '�� �
�o m
�� �
o � n
, � ----------�mm .�
�77 Ur ti
� �� �
� � j07� vi
N� o
, O N� C� ..p s
1 + � v
' � � mdC� N� �
J�OJ(nu� 9
! o
� S
, ' o
' .. � �. � � � N
III 1
' I 0
� N
0 N
� Q O
w�I1 � �
1 0� E a
M`-M o n
N N� � � a
M
1 61 V s � v
� ••�:¢ . T TO
� E E o m o 0
��(n � d � o
� 1= n o
'
' � yp�
c `o
0
- � ry m
S° N ' m
� m m � a
w s �
d �r
� o 0 0 0 o O o y Q
N O N O �(l O N .. (J
� � o o rn rn m `m E
rn m rn m m m w
v a v v v v v� c `o
, , , _ , +� �rn y
o �
��, � � ���. . . w
, ' ' u
m
� o'
c�n d
o� �\ ',, ,. ,.,. ,, ,.
m�E � .i �'�� . o
�N , � Y
' - �
�drn 1
� � 1 �
, ��
�
� � � mv �
. � �., '1 ro �n m
I �.. �.. N Ol W �0. N
� �1 ', �1 . __ �uu��� �
�' aa� d000 �
1 1 -CC(VC�N
O
1 I. 1 . N--(D Q
` i ' O m�-cMN� 7
� � + J�OJ(n(0
' ^ m
O
r
L i O
y U
' T
� o � �
+
G1 N , 1 .. t° m m
(p �t —�____.i o
w �./� �v � 3
W J
� • f�N . � . v N� �
.O N O� I� I�1 C � �
L �O�V I O ,r„
� _�d �I Ce 14 N
Q� N[Y(/J � � ,I u T� O�Oai '� U O
' V, i.. �_+ ._._. .__�VV �0 O
Nt+a��CM m
... �. ' dNNONcO M
— C C O�O
'. II�I ,, N —(7�� .
O N O C�N O
' ' ♦ J��Jfn(n
� � N
�
O
L
�
' cm . . �. ' Cr p
Mm �
m o �� n
mo°' . ' . o nro _ m
�o �� —
rnv M mm � S
� � �� �"—�� _.
c� F N"— _o
��� .�� mvm�vw
�o
a���m �
I �' m o-�`.v No
' .. . .,, . po JJ�J(q(O
+ �
N 0
�
a
� �� �
�v
nm �
NN� o rr �
u'°'w o ao
�mv
-v a �I �'�, ��� � m m ,r � g
' � EE ��.:.— -i �mm � d
��v'� .r . �vv -fi� E °'
0 0
cr �u.�,qc� .
�� _--'- amdow�o � � m
�nm ! � I .. »000 o m
r ^�� � �«N�� � ao
dam , g a � o
a O J��JVJ(O m o 0
�.. , �
��� v �
� ao
1
� y � �
� C � O
\/ O N �
� a rn
' � m
m � a
O c �
r >
• \ Y U
' , �`w� E
/�\ C O
W � � m v)
W �
� � ��i, � o
�' � O O o O o � � $ a
' ti � O O O O O � � �
m0 � O � � � � � d' d' � O
� �
' , � � � •- N �
—' �d' � 00 00 00 00 , � � N N � 00 � "
_ d' Q � � � � � O ,;= . . » p � 0 �
' � . . � �' � � � p . . p �
� � � =� / � � � C � N � Q
.J � (I) ' J � � _l (I) (n �
1 $ �
� $ � � � �
d � �t
, �n I� lf� � �
+ � �
d � � �
o m � p00 � � � �3
J
� � � � � ' I � � M � a
�
.� . . � Q. � � �
� O �
U a
' o
� � .� � � � � � o
J � (n � Npppp � m
r'� r' � � � V � _
� . .
-
� ,', +,t� N -� � p .� � �
� � N NONC� �
� � . . > > � � O �
�I � � � � � p a
' O � Q � N N � z
' , � J � � JCnCn
�� d'
1 $ M � �
���
C� � I I O �
� � O � I I I � N
y
� � � M � a
' ' � � � m
, � .
N � � � L � a
� � '� � Cj moo
J � (l) � r
� : o
- = �
� ao
1
' � � y � ^
� a o
� � H o .-
� � � N a �
..� � � d •- a
, O �0mO � _ �
• � �� � � � Y U
' @
� � � � �' .� � � E
�
W a > > oNo W�'
� cfl � c c � � oo 0
M � � �° S $ o 0 0 8 $ $ S ��o � u� vi a
' M
� � � � N O 00 CO � N O
t � �
� � � � � 0�0 0M0 � 0M0 00 � d�' �
� � � � � � d' � � _ . � � O � � �
, � Q' (n r'',r (� � 0 �� �`�- �
[0 � � , ' � �' � U� �
!'0�� � �N 'C � $ ≤O �
� � � � . �—''�� � > > OM� a
-Q�p � �"— � � C � �p p �n
' J �' (/� ., � � Q. CI� N� m
L p � � O _.J (�(� o
�, � $ $ �
i � $ � N � �
� � � v �
� � � � � � O � � 3
� � �� ma
` � � � � � � � � � UN � �
@ � 00 � ^ N � 'Cp •� O � �
U _ � . . � " � � jOOC`"� o
' � � . . ,� ,--'"Ln� _ C C � M O m`
J � fn ' N� � Q � � ND M
, �/j � � OJ (n(n �
O-" N
O �
0
+
1 � \ " �
y` o � � _
� � N �� � � � O
� ~ NN
f�� `�, a0 00 �
E
t (� M� O M ��� U � m
� 0�� j � � 'C 'C p •C Cfl �
� Q . . � ,.. LL > � � � � ti
' � � � � Q - o � C Cd' � � �
� �'U� �� � Q�p O. C � .N � 9
� �J � � 0 J � � J (Q (� � a
V� � , '� nM
�µ p N N
n� V . .
� . . . ... . ._.�..... . O N T�
W J O �O �0
� y� 1 m O O
rt•y��L/. � 'T"
J LL V J � ai ; o
� rio
'
' � � N ��
c a `o
0 0 H o �
� � N y m
' � � �
� f� l� � c � �'
C � � � U L v
� — N
� � � .�N YQ
fA0 � N �O'd' f� mE
� . . > > NNO cg
� C C � . .O a,tn
� W � D. C � N� u
, o � J� OJf/JCn o
� � O O O O O O O O a
r� � O O O O O O O
, m� � (V O N CO 7 N O W
. .� Q � W N N W 00 0�0 ��
� ' ' � � �' � � ct �Y V�O �O
J� fJ) + d' M � �
' � rr
r � � � �
�
� � �� V � n
� � � . . . . O � � '� p •� M �
o � �., 7 a. � j M d' O
N `
� / ���� N � rQn
NO� �I � � QC� N� �
' � O�V , .�Cf) J ��JC�f� o
� t
m
� � � a � t�� F
y � � � O� v
/
� T (6 �- 7 / � OJ M Z,
N J�� p NO �. c �
y ,w'�.� } I� h � m
d
w � $ W � �� d' U � � �
� m � N � +: � � � mo
� �I� � � d � � Lf) OM o �
i ^ � t ' Ln � `n v
� -7C0 � , NO � C C � . . O Ua
� d . . � � @ %� Q C � N � o
(n � � E p��� J� �J (n(n �°`
J �(� � n
� M
��
, lD O �
� ��
� p 00 �
� lfJ I� I� `� 5
� } � N OJ � r-. c
� �' � � � � Um �
� LCJ t� i �. � �� 07 n
� O I�. O � �� � O� � N N� O � z
t O C V � � + N C C � . . O „
O� O� � � � �I I � � O_ C � NO
� �r-� oJ7 �
ml� � �' � J �� J (Q (n
� !N� �..� � d' �� �O
. .�, � � � �', � ��
� am � +
� � �� Zc� �� � o � r
' J tL ln � O OJ � �
Y � � � � � � o
� OJ _.._.� _ N � d' U � �
� � � � � � •CCO m �
' Q � d � � OC0 � >.d
� �rjCO . » Cp0"jO 0 �
C C
. . O �
� W V � aCN N � c '� o
� �� � J�OJ(n(n ,� oo
my �
J�UJ �
i- n o
'
, Profile
Scenario: Base 5 year
'
�
Label : J-84
� Ri m: 4,875.75 ft
' Sump: 4,869.56 ft
Label : I-B5 Label : I-B2
� Rim: 4,875.37 ft Rim: 4,875.37 ft
Sump: 4,869.31 ft Sump: 4,869.87 ft
� Label : O-9
Rim: 4,873.00 ft 4,876.00
� Sump: 4,868.80 ft �"� 4,874.00 Elevation (ft)
' __ 4,872.00
�� ., 4,870.00
� �
�" � ��4,�68.00
� Label : P-128 0+00 � . 0+� �`
Up. Invert: 4,869.31 ft �tation ( Q Label : P-184
� Dn. Invert: 4,868.80 ft � Up. Invert: 4,869.87 ft
L: 26.32 ft � Dn. Invert: 4,869.66 ft
Size: 30 inch ' L: 30.59 ft
� Size: 30 inch
S: 0.019377 ft/ft S: 0.006865 ft/ft
� Label : P-185
� Up. Invert: 4,869.56 ft
Dn. Invert: 4,869.51 ft
� L: 6.75 ft
Size: 30 inch
t S: 0.007407 ft/ft
� Title: Bayshore Project Engineer: Katherine Strozinski
p:l..\stormcatl\100-year stormc2dstm Carroll 8 Lange,Inc. StormCAD v4.L� �42014aj
' OS/25/06 032024 PM OO Haestad Me[hods. Inc. 37 Brooksitle Road Waterbury, CT 06708 USA +1-203-755-1666 Pa9e� of t
' y � �
£ � a p
�� O N �
�
m N a �
1 c � a
8. 8 0 8 S. o re
„ o �
• e m m m m a o Y Q
a e a d o U
�
� �'. , '��,, ',�, � � E
� o
e o�N
c m '�, I, �,, ,. <= IL
m� , m�m
�m°' �' N
� P ... ,. ,. " � O
k mm
a'E� o da
m
`9Cai . d�+�+vrn a
. i �. I �..CCorvo
m__�vo,
� oa �SJOJ�Tii/
I N
C I
Ct� I (O
�
Nn� (O
� ��O � � �
Q N
t I 1 r
�tt� M
0
I N
II� o �
� a
' Q
� � i , N
I �
m
, ' Ma a
�
� �
I o
�a F
, '� �<o.���
� I I `
� . ' _____-- �a'�`moe� U
___ o >> N�
� _ -— dcca .� T
, T ��. � � 3�o�v?�n c a
m
d O , . . � oi '°
e- _ ° �
y" • J
� C � U o
�V/� � N
VI O
' m
�
M
� o
O
� N
O
s
� m � �
u
y N
�E� �
�tt� �
_ _
� ' n a�s� � � ..
�MC
� ��� v .-.n°�o
� ', '. � 1, �1 5�o�mm E
� �
y
' ' _ � N
O y
� N
N
�v � �
�� E a
' � � �
�� o 0
� N v
E �
3rc�i ° t° M
• N TO
' m O O
� n
o �i : o
< F= ri o
'
' � Y ��
c a o
0
� O N �
(�1 � V m
1 � N
w � � a
� �
5
o o o o o o o 1° �
� � � o o rn rn m Y U
m rn m � E
v a v a a a v� � o
� ��
o c
� W
' U
�
0
,� a`
Z'N
d� , ', O
� �
' NN� I�� ., �
m�� �
y'a I
�' EE '1`. � .
J CL(A 1 I
�
t �� �
�
i 1 o m e in
I O �� �
N
� �1�� �1 � �� r
m
i, .�-O V�'Fo 0
' � �
. —. _ _—_ �cno�in
� 1 ada�000 �
�''., 11 . m5E� yo
I. � a c> o Q
. . 1 o mdc. tl.. �
. . J7OJtnlq �
+
' r m
O
r
m
O
� �
� U
� � �
T o u �
+ 5 a
N O .a' '� -�1 - � m>m
� T �Q . .. ,, t >
�p J
� O r� �
.L �o� �'I �i � � �
IC ma o o �
C ���a �I � rr
QJ � E� �I I � d M U o
U J�N uY' ao s
, (A , __—_______.__—__ �� � o
mm o
�aa,r5o m
�
�CCp≤� �
d NNON�
- C C p V�
. '. O Ll ry�O U
{ fp QC N _
� ��I J 7 O:J v1 tn
r�n v
, �� I
� ri �
O
mo� _ '� L
`rm :—... . . _
1 v
_a Z
� . 6 .C C D
' mE� o `�r` -
�KUJ . , . o �?� J
0
�' m m � 1
' �"-�o
�cro �m
a m m�N m
> > vo
�cc� �
� ._, " o ma��.d�
' . _ . . . . JJ�Jfq(A
I ' I N N
m
m'� r� '
' M oJ V O '�
�N� W0J
N�� O �0J �F N
'�NV �. O W0J Z N
-V d . � �V V ��
� .. C�� D
� mE� — ' �a a�ia�io�v� � d
�KN — 1 'cc�yoo Ec�
'r a__�tio o :�
'� �p o.c N v ;�
�� J��J(AUJ i M
U]oJ �... I O N y
• n�� ..i� O N TO
, b� a o mor
��N �' �
� ao
'
, � ya�
c o
� O N ^
O � V �
' � m
� ! a
� L �
N �
� W Y U
d E
� g`
O O O O O O O O °'N
� O O O O O O O O w`
�ti CV O N CL) � (V O � � �
' r � U
m
�r N� � 0�0 0�0 � � a�0 00 �`1, � °
N�p~j� d' �Y V � d' � �O � � a
m�� ,,,, . . .. .,,. � ��. � �W W =�
' � . � �-V V �W
,p E �. . dN N$ �
O�l'
J�fn '��.. ..% ��� . O . . »ONN �
, � . �. �.. t �� �� � �
� � J� �J(nfn �
�� .', �. �. � � o
ti� � a
' � �� i. . ._ . .. � � � '
-j �� ,. ' ' � O �
, . . � Q �. . � p � �j m
� � O ��� � o
� � 7 + N�� L o
� '— � �� V VO
J �(n � �, � C� �
� . ! _____N � �p ,-� v
�0 � d' N N p N�p >.
-- -
N � I --- - O �p �
� T . I t �� C� �� v a�
N O � @ QCN N� m3
`� � J��JUJ(n �
� p I O m a
� �� O o �
� ��-' `m a�
� U o
�� � Y
, U) aO O
m`
� ' �� �
�M ', o'S�
' M� �
�M�'11
�
V� Q N
� �� , O �� O
J
' � � � � ���1 M �� �
J �(n . �'` � ��N � � _
� . ' ��. � � � ��� U � �.
� � �� � C � �
_ .. �0 d. � � �N� O�
. ._.. . t .__._- � CC� . . O
' N f0aCNN � �,
J�� J(n(n _a,
� �'�, � � ti
' � � V
�r t m
Cp�. � m
N �j� , '�3 �
Lf� �� � E d
� -�j�V � � `oN
. Va � � " m
Q � � � p
• T j O
, J�U) O m00
+ � � �
� 1- n o
�
' �1 Y ��
a1� C d O
1� N N �
N V O�
' � N
a� � a
O c �
`m �
� �
� � Y Q
� U
m` E
A 1 c a`
V/ rn N
WW
' $ o
� � a
� � � � � � � �
W � �� � � � � $ � �
' � �� � � � � � � � �
� � ��. . �. ..� .. � � � � � c�'�
O �
' J � (n , � 00 00 � Q
- ------------- � d' � U O �
1 /� ^, /�� �M //� �
i -F� ��{` � � O LL W W � v,� \L/ U
� �� `� . . 1 . . 1 � O � O Z'
, � � YJ u, � � � W c �
�a.' o � � � � � QC �p N � =3
� �R � �d' p J � O _.I (� (n � �
� � �
c O � �
c�i ' ' � Q �� � �
' � � � � �t� o
m
� � v) o '
� `
�
� � � L
C
� �� � o �
�
�
� � � _
� $ � i o N � � � �
(`� � I d� Nd' � � � (� e
�O
� � c� � �' �' p �- � m
L� Q � I r-, � � NON � �
� O � � � C C � Q � �
' A O N
� �
� � � M � � � J (I) (n E �
1 � � � � � M
• J � � � � � �
O =vl j�O
� m O 0
� r
M v : o
� � f- a o
'
' /� �..� C � O
� ^ � ` N �
� \l.I a �
tpO � � N � a
$ W � � � v � d E
,• � C0 � � � �_ � °"
C �
�, �r°, � � > > gNo W�
' � � o O O O O O O O O � SS � o �
m �. Q0 O O O O O O O O O � Q � M NO a
! 00 � � (V O CtU Cfl � N O
� � . . o�o �a � � aMo_ � � allo^ � �O � 'c� cA
, � � � � � � � � � � � o
� � NC� � � � � �
' m � � , � C000 � �
! �d' ' O � d' � UO �
O $ _ O M
� � � ,' ' ' � a ≥ ; OOO o
, J � (/) - "/ � C C �� � �
� � �" C , , ,�`1 „ a
' } _I � � �(AU1 �
M �
�
� �+ , U
, � � � .. � � � �
d o p � � � O C0N v�
;� � � N �j ''� � � N =3
� 0 � � � \ � � wa
�@ � 00 � ^ 00 00 � � �
� � - � �. \` - _
� „ � � � � $ U �` cia
� � E �.�-(�J . . . � N y
t - '
� � (� \ NO a j j� � O m
� � � C� � O �
��p c- O �
' \ O J � � J (n (� N
8
y
' $ �
O �
� � + '�� a
f� d� i � N� S
N � N I� O
, ci� � C0 ', �� �
� �� � O ��
' � � _
� � � ��$ U � E
� "
� 7 —� � � p .C � �
� � (� � � ' � v d � � (9Cfl � �
' � O � � CC � � O �
� � � ��p aC � N � o
O� � J �� J (n (n � a
' (/y'7\ ��} Q o 0
�W V O � N C�
n♦.+ /��F � � N
W v L � �Ot0
'. � � L m o 0
� n
I�N � ai : o
J �� - m
F rio
'
' Profile
Scenario: 100 year
t
�•
'
r
�
�
Label:I-B7
' Label�J-82 Rim:4,879.50 ft
Rim: 4,550.35 ft Sump:4,876.00 R
Label:I-85 La6el:J-84 Label:J-83 . .. . Sump:4,875.55ft� � � - 4,882.00
Rim: 4,875.37 ft Rim:4,875:75 ft Rim: 4,877.92 ft
' Sump:4,869.31 ft Sump.4,869.56ft Sump:4,872.82ft . . ---- �r� � 4,880.00
Label:a9 -�- I 4,878.00
- Elevation (ft)
Rim: 4,873.00ft ___- - � � - _--- �.� - 4,876.00
Sump:4,868 80 ft R .__. "-- ..-- - '
; � --` . �,_— --- - - � � 4.874.00
� I __ �� ��
'• k__,1 � . . - �-- � `; � 4.872.00
T ---- --- ���. 4,870.00
� - � - ��..4,S68.00
� �Oi00 0+'50 1+00 1+50 2+00 ?S+�,Qon 3-r00 3+50 '� 4+00 4+50 5+Oq
� (n�
Label:P-128 � � `
Label:P-185 Label:P-188
' Dp. Invert:4 868.80 ft Up.Invert:4,869.56 ft Up. Invert:4,872.82 ft Up. Invert:4 875.55 ft Up. Invert:4 876.00 ft
L:26.32 ft Dn. Invert:4,869.51 ft Dn.Invert:4,869.76 ft Dn. Invert:4,873.32 ft Dn. Invert:4,875.75 ft
L:6.75 ft L:234.20 ft
Size: 30 inch L: 182.30 ft L: 1420 ft
Size: 30 inch Size: 30 inch
S:0.019377fUft S:0.007407ft/ft Size: 24inch Size: 24inch
� S-0.013066 ft/ft S:0.012233 Wft S:0.017606 ftlft
'
'
'
'
�•Title: Bayshore Project En9ineer Katherine Strozinski
p:�...\stormcatl\100-year stormcadslm Carroll&Lange,Inc StormCAD v4.1.� [42014a]
' 05/25/06 03'18:15 PM O Haestad Methods, Inc. 37 Brooksitle Road Waterbury.CT 06708 USA +1-203-75S1666 Page t ot 1
' Profile
Scenario: 100 year
,
�
�
'
' Label: l-B5
Rim: 4,875.37 ft
Sump: 4,869.31 ft
' Label: J-84 Label: I-B2
Rim: 4,875.75 ft Rim: 4,875.37 ft
r Sump: 4,869.56 ft Sump: 4,869.87 ft
Label: O-9 - _ 4,876.00
, Rim: 4,873.00 ft 4,874.00 Elevation (ft)
Sump: 4,868.80 ft '
4,872.00
� 4,870.00
' 4,86&.00
1 ��oo s�tio���7ft4
,� , ,
' Label: P-128 Label: P-185
Up. Invert: 4,869.31 ft Up. Invert: 4,869.56 ft Label: P-184
■ Dn. Invert: 4,868.80 ft Dn. Invert: 4,869.51 ft Up. Invert: 4,869.87 ft
■ L: 26.32 ft L: 6.75 ft Dn. Invert: 4,869.66 ft
Size: 30 inch Size: 30 inch L: 30.59 ft
, S: 0.019377 ff/ft S: 0.007407 ft/ft Size: 30 inch
S: 0.006865 ft/ft
'
1
1
'•Title' Bayshore Project Engineer Katherine Stmzinski
p1...\stormcadN00-year stormcad.stm Carroll 8 Lange,Inc StormCAD v4.1.t [42014aJ
, 0S/25/06 03'�728 PM O0 Haestad Methods. Inc. 37 Brookside Road Waterbury. CT 06708 USA +1Q03-755-1666 Paye i of 1
, -_ Y � �
C p O
° N O .-
b O N �
m N a o�
m
� . a . . . e e r > a
m O
' Y Q
� `�oa " " m�
•eF fi4 W
� 5a�, � . � Y 4' 8 �
c� �
535�a� a
NR_
' � a
@ ��i
9e�, � �
�
II �
' II �
�
�
�
r
" �
- o
�� F N
' �E�
#
l
m.m
� I
�<v_ _
ac co�o
.. � .Li�.a�
�
'� � ��s�`"� uQi
m
' I , o
�
m
0
H
i U
� �
� A � � cn
� � m
d O rn `°
� � �
O ii �
� O � � � m
.` o 0
� �
[ � a m �
� U a
V 5¢a . s. -'n
' � L.4Y a� c o
�9 fi�an !D
i � r
� 1 � v'
U
' 1 C
N
� ' O
L
�
� �� � a
�
�, J
�a
�
�� �� � 3
, �9 —
J
' � . . . 5•?F�l.i �
r
� �
� a d
� _ o m
0
c �
�ll o v
iwa = E� t u ry
• 5¢� gm ��I.. -� �� �va m o 0
' aE� L o� 99S�aN � `^- o
9¢A � b �. tD
F 0 O
,
' y � �
� c a o
C O N �
� N � m
� p m � a
� � �
� � v
� L
N �
� Y U
O O O O O O O O O � o
O O O O O O O O O �c N
N O o� cD V N O N C0
w
m 0�J � �� � � � � u
' V V V �� V V V V O� v
� �
<e o a
^ o�i rn � n
�o
��� r
N�� rVV U�
' mpN i� �� .� .
� �� � N NOV�7
.. > ?ON`_
�v a � c c�,,� o �
ai �
' � E � � ��� No �
JCC(n CO � OJIn(n O v�
N
O� � �
� �
�p� I N
' � �V , �
" � a
�
a
��� I xx �
o c�y o 0
o �n� �
�
� �n N�o� � �
L � � ~
� . _. ._. _ _ ._ �vv� c'5� o
' N �� �
T d > >ONO ° J
� c m
4� O � C C� .O mm
O � x . '�� o `�°7�J i�cn m a
� � �� I � ° �
r> i
y ��0� � c c� a
V VO� � p o
' (A �V tq o
.. � a i� xx m
r
��� �� c�
' O M I� � c
\l �+ o�N L
\�
mmVV� U� o
Nrrp C� v
� . � . Q. j j�N� g
C C� �O �
N —o� �
� � ac� N� �
.. � J�OJ (�CD i
O
� � � �
N
��
� � N�
� C N � _
� r r �
O� N Co �
N�pJ I � � NN � s. n
' �� O � V J C o� u
� O � �� �.-p c
..V p, � d N NONC0 p
� .. �1 . > > O7 � n
.O � � � �� C C � .. O
J�� �i� . /�� @D.C � N � i.a
' �� J�� J(n(n oa
� �� I o a a
do�v N E �
'• � p �% o
� � � � m � o
J�� F rio
'
' y � �
$ � � o
N o �
� o ry �
� � p �
' � c : a
� �� °� >
LJJ �� Y Q
� � CO CD � � E
�M 6)� � o
NO�? O O O O O O O O O �� ��N
� NCO O O O O O O O O O �Vd' (�j � w
N �� N O W C0 � N O OJ CO .� �� � N �
, 4] O O O � � O� 6� O'> c0 cQ.--� •— ._
! 6�V � � 0� W W 00 0� N---00 �
. . � p_ V' V � � � ��'d'��d' ti' O � CCp .��. p a`
� • • . /� O � . � � p
4 � � !� + � O_C . N . .
� J�(n �� � J �� J(n(n
�O',
O N O
C��. � �
� � ��I . ._ .. . } m
O�'' � �
� �� �� �, Q� �
� � n.,. �� � N O o
� � I . . . —__ _ _._ -__ _O ����U� �
' J �(n ,
_ ._ ON �� �'C � �
' . . ln 0_. N �p N lf� o
� O r-
7 N�� � . . O o
i � QCN � � U
N OJ �OJCnCn ��
t T I O cn
O � '� - m
d O �C� � � °'�
O � CJ� �
�
� � �Ch . p ed o
� � pO� �\ ° �o
C � �� � �� i� a
c�N y
fn � a O �� o
�( E � C3� M t� m
� � � �+ �� �
J �� � {y� M�C� L rri
(7" � V�� �� u
I N �� o _ �
io,.:a � � rn�o �
O a
lf)
. . ..� � � C � � 5
N � N �O �
, , @ ac f
J�� J(�(n �°
� �
� � � i
\ t
� � � �
�
� 1 O
� ��
' O� � N� _
� �
� �0� � . � Q � � � _
' � OJ� . ` � �.O�O� L� F
r-�� U�
� � � � r . � �� �w- '�O n
J �fA � � . � q-�� > >OVO Ta
' rp� . __.} � CC� �p oa
i � � � O C6Q �� N� ° aa
QO�d' � J� �J (�Cn L � !
• � � � o �
' � O m � m
J�� O ai : o
H no
'
' �\ Y ��
� ≤ p �
\/
^ � N �
� N v �
' � m � a
(,6 �' �' t °>
O
� � � �� Y Q
�f,� � � U
O � � � � 0
�� � rnN
f� Q) f� � � � 0 � 0 � � pp� � VN W
DO O O O O O O O O � CN �
' m 0�0_� (V O 00 (D [1' (V O D0 ' � � � • � o
� N NO� � a
�d, �- 0�0 0�0 OrD � 0~0_ � Or0 0�0 � C C �N p
� � � c1' � � � � d' d' .fl tn � O
' J � (A �, � �p dC , , .N . .
/ V' J � � Jf� fn
� �� �
' M � ;' o �
rn � � � �
N
/�l r
N Q � � VI � O
, � �
�00 � p rf� *
�� �
�� E M OO � d' � U� �
' J � (Q . _ %-'� �' �' O •CM o
� � ; Lf�� � o
' N �
� O N � � � . . O �
c�i � C� f�0 . . � N � z
, Q C
>. � O J � � J (n(n _ a
o p � � ,; °'
G> O rn �y c� _�
r� � r �n� �
� O � �� +� °° �
� -7�0 � NY � � 02
�- U a
c�i � � � O �c� Y
, N J� fn �+ (VO m
ti �
N � �� � � �
pp � d' � UD
� �
� � � '� O •� � =
�? d N N � OM N
.."r - > > LCjC'7 � � �' r
� � � C ^ . . O Lf� O y
, � � . � . . � Np r � �
I� O. OJ � O _l (0 (A 00 �
tir � N
� � �
� � � �� � � � � � � c� z
�
� mv � � `— � � ccc�
_ � Q I o � a� a� $ 000
� � � . . > > o � o
�n ,, - � c co O
, J � fn -��/ � � N� _
� � � J � � J (n (n
� O � - O0� `=
v O � U
!� V�/�/ �A }+ �M�� .O � V/ F
' � ...., A '^ O
u�/\ V1�! 1_ `Y� WMµ/ 0�............. ry� � � N
W 1� � O • ...� W �� ^ � N �
! 00 � O � N�t � U � Ta
' � � � Q � M � � �' �' `�' �� CO on
� E � d �v� a: > > � Mo oD �
� o N � �
• � � c� �j � a � � � � � o � o �
' � � E � a, CN N m yM
J � fn J �OJ (nfn � � B
1- n o
,
' Scenario: 100 year ���
'
� ��a„ .�z,
/ �
�
' 1]5
1J]
'
' 9a 1]]
`_
19]
a
' � . if:i�.S��w5
. . �'Rl��•v�Vr;q
1 �. I�^. /19B �
�� W �
p /
H3 �2'
� �.M1�0 ... Qp` . ...__. ...
/ ,
r �z�
� _.�a9P,9,
v
yo
:�,� ��,_ �
L�
� ��,
,.,.
�
�
� '
�
'•Title:Bayshore Project Engineer Katherine Strozinski
p:\__\stormcadN00-year storrncad.sim Carroll&Lange,Ina SlormCAD v4.t1 [42014a]
t06/06/06 022725 PM �O Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06700 USA +7-p03-755-7666 Page 1 of 1
' Y ��
C � O
N O �
SS� O N �
� � d�� � vm
' m
a� � a
� �
\ � a
5
� ��
� Y Q
� U
d � E
c g
rn�
c
W
1 s U
m �
N P
. ��.a+� no°`ci a
o � -
'
�
� m �o
m m
6 N
r
�
O
, N n f
'� +
e`� P�
_- R�\ .i� ' Q
U y
7
' y m
\� a �
� o
i �� d �
GJ �� �� �
� �
T 4� � 1�
� � n
o �
O � �� m '. ua>m
\ d � C >
O �
� � y J
L � �
�. �� \ ` �
� � � U D
' � `\ �`� P��erl s
c�\. �n"l,a"" o
� `e m
� ,,,�R c� �
M
' �L '
P' U
m �
a y
� a
U 1 L
' p.53'�� � 9
�3
v
a ; y
S
� U'I
� ��
' n
' LL I �
I � �
' aa
P��
o �
_ �
U � � �
O N
- r E o
• N
, T
� B O
m y
41 �' O
i �
H 60
'
' y � �
[ � O
O N �
N C Oi
N
� ��`� � � a
� C �
\ N �
L
N O
• Y U
' � m E
` � `o
� my
� w
U
t \ �
\ O
` � a
\ \
� � ���
�
\ �
�� �
' � �
�
�
M
O
N
� !
\ Q
\ N
� �
�
' n
� ,`l�'� U. Q. � �
N 3 �
� Q� � p-2 r
' T N `��� � n
�
o � � � m ,�
� S � Q� ; 3
/�`'� J
� y� � � � � �
.` �.. l.\ � ^ Y , . 0 �
4 � �� ��� �
� � �.� Q;�' U � �
�
f N U o ;�' ^ ' �
-� Q ��'� %�'� U m
, i "'
d — �
�
' • O�� :�U (�•� N
1^ �
� � YJ L
v
' a
y
9 �
�c ti
�
, �
' �
' N
m
N
' �
s
A
D �
E d
, a c�
� N M
C
L N M
(! T�
. �O (D
, m O O
� r
d : o
1- n o
�
' y � �
� c a `o
O O N �
a N v m
N
, m � � a
� C �
v
W r >
� O
� O O O � O O O O O Y U
O O O O O O O O � o
O � O .. � O � O N m�
6�1 � N� t�c0 � � � ro � � c
N I� w
V V V V V V V V p N
, s �� � N o
�i� OJ OJ L� N d
�N �VV c��
I�M , ht%:.%�C�
Nf�� I �Q. � NOOJC�O
W
' Urov �I � � cc��o
..d'a 9 ,f` NO
� � E I J��J(n(n �
Jd'(n �� . . � �0
�� . �
N
� ��fJ '. (O th N
�N N� �
M�� �� � r
-�N V �07 � �
—7.. NV V�U(O N
' � � � �`L p C N {
' . ..d N N(ONM ww O
JK(n ' � CC��O MV' � Q
�� ..._ �--m � ' i�� + (�
� O_C� N� �O N �
� � J�OJCO(O ro� � o
�V V..U� �
L f�:�:�" C� O
� � � \ d N N�N� t~j
T ("�1� .. � G CO�mp z`
' � �ln � :'�� � � N O 0 � �
C) (!1 M�� J��J�� � ��
�
\ c �
`�- m N� Q \ �� `�-'� �
� O @�� \ � r� v ll�l� � o
� O� rr � � �
(C �� . OJ OJ � � N O] � U D
� �o �� �vv��� � �vv �� s
' �� ��._ o
N ���� aa`���Nro� � ama`��oroo m
..� ' � CC��O �� CC� ..O t�
� E E � O_C�.�`�� � ���J(n(n m
J�(n �J��J(n(n � c
� � � � I�O �
N� � �� r
�� � �� � �� � d
� ��� . � r �� � �
�O7V .�C � �77 �� m
C
a�� �-�'? ��� a a�a�o m c�o �
� E ��v .. c � o��o z
� J���x 9 mN0
O_G
���� 0 J��J(n�
Q O
� E � +
' . ��� � � w� -
�dp 00
OO ��
�r� �� �'.�\ r� �
_ -._ __ �V V C�r U
' ry
�� a o •-��� cc� c
� E � � �\ ._o .. a a� a�o ro ro °
Jd'(n �� � + . > »�7 '�
I�� � � CC� �p � �
\ 9 r O
' Nf�� \ J�OJ(n(n o a
�O7V
� . . N
i � <V
� EE ° � �
t• J�(n O mpo
O ¢] y �
+ W : O
�
F- ¢O
'
' y � !
�� C � O
� ` O �
� �� N a �
' W0� � c � a
p �VV' �� Lv�
� i �t't'�._N
� � a ' >O�� YO
� C C��O a� E
� �__� NO c Q
�(O J��J0S(n �mvl
� w
(�O,� O O O O O O O O �
' � o
��� � a�o' � � W � � a�o, d
-vav v v �c v v v vo
� EE �i�' ,n
� �a� �� � �
��� ��
� ��� �� �
' �o �r��=� �� �
�� � � �o�
� � C C�NO MV p u�i
�
��.� � fl.C� N� ..�(fl� � o
� J�OJ(�VJ o7N. � V �v
' �� � �N �... ',._ �V����� +
�� . �p M i"� �t'��.0�0J
�d� � � :
Q. a7 �7 u�V N Q
�o� __ - �� .. c c'oc�o �
��� a�--� a� �
' � N� � a� N� �
� �� �- � ����inu> o �
E
y `�°�cn � �°� �- o �
� 0J 0J � U
�+ ' �VV���:� Z'
' lC/ a��O�C'� �C c �
� �� �� �
G1 V! �N . ' CCON�:� NV o� �
� m 00 . \ j NaC'- N.� �O � 3
� ��� ������..���� � ro �
� `�'c°� 'ovv� `�`° o ° �
L -J�� ��
Ci'O'_Cp } m m
C �� a Q: > >NNV � U -o
' Cy.1 � � � � � C C� �p O o
N JC�(n �� �.. �J��J(n(n � m
�N /
, � ao� . . . �� c
�� O _
��� �'�. N0� � �
O ln o
..�Q �. ... �V � � r
� � � � � �oJ o? m
' � �
J�� �N �\ ����.C(`(Vj �� a
OO � N Np�� C7f� ,
��� � \ � C C N~O �N y
� .� N` � cY V �
' ->^..J 7 �p a C . . 'ti . . `--' OJ N S-"' '_
�� d �� J�OJ(n(n � �V7 U�
S) E � � � � rr�.�N
J2'(n�cD . "�a »7NM
� C C O
d;� �, N aj
N � �_—� O
��� J�..r'�J�(n
��� �� _
' � E � .. .. �� � �� �
� =
�. � � �
J�(n�l� 6l V� � o
�� � . �� ..._._ �� �
' _ ' '
, �m� �0� Q�iV7 c�� i.d
p��� �� r��._<p oom
��� dNN�NN aari
..� a � � � C C� p � ,� a
• � � -)�V � (+1 N o sv, E o
� J�(!J .,.�a � J��J(n(n m o a
� L � � � N �
J�� r ao
'
' y � �
h
c a `o
� o o �
� � �
t � m - a
� �
� ma
Q L
Y Q
� }.� � `v E
c o
Y� � {� $ W c�
, N � W � � a
� � o
� � �
, � � p�p O O O O O O O O Q0Q0 �
U � d: O O O O O O O O � �� V �
� � � � � ti � � C�O C.�O CNO C.�O � 'C 'C � •� � �
00 00 00 00 00 00 00 00 . . -�' � N N O o0 � �
� _ � . .
J � (n � '� � � � �t �..,�#'� � C C � � O o
I ; , �- � � � , , .N . . Q
'� � J � � J (n (n �
m
r � �
� � �
;, � � �� � o ao z
I " � c� � + rn � = �
d v°'i N • (� _ �� Cfl d- m�
_ ,� � � r�,$ Cfl CO J �
_ � � a
�� o —700 � � �� �� � o �
� " � Q � � +� � � � � � � �
, s
in � � � O � ���/'� � NNO �t' �`'� m
J � (n � O � �"" � � � � � N � �
' � I� � '� � - - M Qj
�
� � Q �� � J � � J (n (I) �
� „ � � � �
� A � �
J � � �� ���� � � �
, � 00 N
� �� � � �
� � � � �
I NN N ti � � $ V � �
OO 1` . . . . � �
� M � � � � � p •- 00 �
N � � � j � N �N,� �
� 00 � C � p � �
O �
aa
' • • � � � LL � � N O o a
� � � J � � J (n (I) = Eo
� J � fI) m � �
1 �
- ,�
� �o
1
� v Y ��
N
c � a °
p o o �
� N a o�
' � m
w °' � a
C �
L >
0 0 o O o O o o Y �
� � o v � o �ti o �ri .. U
N N
oJ oJ t0 OJ oJ OJ m 6� N E
v e o v v v e v o � o
c + rn vJ
N O � W
' N I(J N
V V
Ua� �� �
_N V NW �
y a o n, a
pEE rv� �
� ��d� ��� t� Y
—O<V U�D
CC�≤!� �
��'���� ---� a �+mom�o
�N�O
C � y C��'y O
\l \ a M o
N� . �� . �� J�OJ(/JUJ �
' ��� �
q�� C C �
�NO oJ�D 4 �
..�a �. \ ��`� N(O � n
sEE � � r m
, �(rm' � ��-----m$v u� o
� Cr
���'.\\ a�m�vo +
> > ryV
t0 Q
. � '.� O��Ny� O
� � �' ��ac� N� cc �+ J
' J�OJmcn �o� V r
� �ry m
� o
�- o°J m m � p
� r�m = �p a v s u� F
T ymm rntrac� U
t mv amdmom
N m� a c m ��N�� � u �
y �E � ,c� � a��No � c n
N N ���n �� . . ����rnin d �
R m 1°
O � ��a �1� C J �
� �V p_ O,[`I � M �
.L �� C Cc � m
(O JK� omm L.L � 00 � CL
� C N��� cm � NN UL
� CCO. O oJm Z� y
' (� n� d0dN0� �00 un O
U� t7t0 �C C� O �Ct'.�CI� m
O�N DQC NO dNNO(00
��� . .��O�N� ���c_�`°o r
N M
1] W O
' �E E � o � �--�¢�Jinrii
J�N � V U
�� c
�ro � mM y
m t'] oJ r �
!�p N [7�'l � L
N M� N N ,
�mv xm �
' ya .. ... �vv cLia �
a� E o Yrc.r��n o
��Ktn _ . o a m vm�o w
.eco .- �i ,�--N ..o y
MN _ �nc,^! �,o v
' ��� ���invi _
�ry
nm%
=mv n�
7 a �`I
�
DEE _�� o Nry r
' `�Ktn c � �. � __ mm r�i
�K�- N �V V U^
ory Yrer�m
� ada�ovm
Um - m==N �^. '
' -�=- ��C�in�n �.
acE �
��U� o 0
�o �
vo
........,... N� N
' � � �
OJ N � T d
m��� U� � �
�O YCCO≤oJ O �S
09 . aa� m� � �' 6a
NN �.. O ..> >^�M � (p
� c'l�rN �,. ._� � NCC04j� L Up
� dwv o ma=`" "� i. €
�� E J��JIn(n �N N 0
E � �
�
��r'n — % �n
F no
'
1 !` y ��
� [ � O
� N O �
O � � d
a N a rn
' ' � � a
a�
W L �
� Y �
O O O O O O O � E
O O O O O O O
o vi o �n o u� o = g
� � t`") N N o�N
� � � N N N 0J w
V V V V V V V � U
' � r�K + �u
� o
NO O� d
��N N� ,�
�V V V �
I `_'�� o�� L
—N`7 Oa� U�
�aE � rtx.��
-�" d � a�oo�co
JR'(n . N C.Ctn�O O
O O �p
�
� � 0_CMN� � N
J��J(n(n N
� � N
r
w� �
��? . � �� o
� �
N�V � �� �
7c1�? \ �N
=�oJ V �.m � o
o Q
' �� � � mvv,��o� �m �
m
` ��<n' a > >�Na �
�
� � � cc� ..o �
� N � F
T � O_CNN� V
' J��J(/J(n _
� O
d O � �
N
� ryN� � m>ti
LW � \ �� � >
� O `m � �N _ ti
'-m m o
�. o.- M N � � � �
m o7
GJ �WV � OI��� C� �p Uo
' N ��a � a � �r000� om c� o
Ih N �+�"n'
� E � ��� CCN ..O �" `�ON m
(p J
J�� . � O.C`- N� 07(0 rri
_I��J(n(n �� �
' � O���U� c
�O ��. (V'CCp CO
Mro �� \ d N NUJov �
(DMN O— »t")c]� s
N�OJ .� � � CCN ..p �
' �oJV . I . �� dC� N� �
..�d. J��Jfn� �
� � � �
Jd'(n y
S
' r ��
�O O O
M CO 1 Cl��
O�N �jV N �
m M c0 ��4�N
, ��V dTV V U�
..�a Nrr�Cr
°� � � �'a m a�ocoo
> >�;�� _
@7rn � :- '�� �� cm . .o -
' � a�� N" M1
� I �� I J��J(n(n
w oJ I I � o
�� � �
N Ih M m �
' NO� � a
�W V o v
�Q
y � N
� � � L � N
' • J�� � O �
O m �' m
+ v � o
N � ip
� ao
,
, � N a�
� � `o
C N O �
Q 0 N �
A N V OI
' (� N
> a� � a
�7 c �
� L �
Y Q
� o 0 0 O O O 0 � E
0 O 0 0 0 0 0
o �n o ui o ui o � B
� � � � M N N �N
� � � � � W
V V V V 7 a � � U
' + c�
� O o
�«N �� d
N O N N
��N OI�
�V N�
' �j�y.ro va � .
—�� O�� L
�Q p V V U�
� � � �rC�.Cf� O
�._ � .�a a� a�.om� o
' J�(O , � — CC��p � �
N — N �
S1 (� O
� � C N N
� J��J(�(n n
2' � �'� p
, �� �� �
�� � �M
\ �-N ♦
�(D� V(`� O
�V� . m0J0J L� O Q
�NV �� + �
-7.. � m��� U� 0J �
�
� a) .. �- �� _ `C��Ct� o
nEE ... da� a�.-ao �r �
� J�(n � C C�NO 0JN �
G7 9aCN �o . �
� � �� J�OJ(nCn N0J �'w� . Z`
� Cp��V d � U� C �
�. � YI� '" �0J _ N
� y wco �� � a�ia�imoro "o,�
O m oo�° . .. � �c°c�o � 3
� r .� ,��_—� �O �
y � ��� �oJ�� o0
�
C N� fl' C U o
' (n J a'Ul +C � o
��' ([� m
(")OJ M
NM� r�
, M
��� ON c
�.
d �ry
� E E 0J 0J � D
Jd'(n 007VrC U� m
' I .. + ryCrp�CO �
� � � d NNtnO� D
c C�m�
wl� � I .. �__N �o m
M(O � Q.C� N� 2
' 0 N J��.J(n(n _
�M�? I
��JV i
�.. p ��
� �' O I�O
� EE + OO
' ��� �i. � ��
N N �
��
�'YT LL; �
I , I . . - . -N�r.r.C� "
' � � ama�ocnc :
> >M�� F
�� Q � ccrn �o �
N�� C+, J��JUJ(n �
�
' ��V Td
�a o �
� o
� E � � 'va
J�� s � �
I� TE �
o m � �
N
� W : O
N 1- n o
'
' � s ry�
y
� a a
� r� o �
� O N
m v o�
' > N �
� m � a
w � �
m a
r
� o 0 0 0 0 0 0 0 � �
O O o o O o O o Y Q
o ui o ui o vi o ui � E
c m � � m ro ro w m w
r� v v v v v v a v o c o
0
�mo o m�
$ W
Na � U
� 1oJR �
y< a x� o
E am
`�°�u� �Z7 v.� a
00
�___I._..�_..._...._, v v �
t � ��, ._. mm r o
�p� U N O
�� I I m"r�� �
Mo ', ammoo�
> >
a�� ��. 'I � . wc ����
d
-��v ' � a� No �
' '-��� ri '� ' ��O_iwUi �
JK(n I
O �
� N
+ �
m �
� � O
� N
r�
M O +
� rn
o� Q
aM � �
�� ' ��� r
o �
ov rn
O U
� O
N a�a. C
N p�
' #
avmoom � o
> > c�a cc
� � . vcco �o 0
.co. �a�rNiNo 1-
' T �m , J��J(ntn �.: U
� OmM�. OjOJ �
��� N� C �
� N? Mt7 � O
d (n ��' O_ .. d V U N o d �c
W � � EE � _ _.._'Nir� Cm � C�
O � Jd'(O — — -- d N N�Nn J
� O � .� � C O�O � �
�L �V �p ¢C f� �O `t � �
(O 0J�" J��J(�(� �
� pmu� o U o
N M 4
, V ime � �%c � o
� �aa vm 'y' o
M O �� m
(np�N ('IN � OJ(7 h
�� �r M
' , ---- �uu� u� NN
p≤t^O 0J 0J L� �
� d4lNNOJ� VV (��
.. � C=O�p O Va.+Y,rG� N
. � ¢ �ryNp � dNNm�o D
Cm � . J�O_itntn � � cc ..O L
1 N V
oJ.� � Q�Nry�
0]m J�OJlnln �
N O� 'J
�cOV z� '�
� � M� �
n - E O �`° S
� N
C i n ��N 5
mm
�7K V�
� V....„ cf�
cn -m
N amm`ov�+
' � . . �- -_ __ - - > >mino
er�ri � '� yccN ..o,
�� I � aC�pNp
CiOJO _ I � J��J(n(n
�c � �� —
, �iLf U�p .. . �� J
_'�J•S �� �$
L
�F F o.�..�.a c� �
���≥ � �-�o amm`�o�n �
, . � ._- � .. > > N M �
' i y��o�� �.a
� .y�NN� O �
z� J�OJ(n(n J �
ON � � �
O "J Cj
• ��� L J �
' d�> T € �
� o
�aa o m No
A E E �':,`,--.� o ai � o
Ja'(n O !. (p
F 6O
'
� � � Y � �
I� N � a °
� O O N �
� �� � O Oi
� �
" N W � G � a
� �� � UN Lv
� �i � r.'C≤� Y O
� > a � �OO� .. U
� � C c�M� d E
W 47_ _M �O �� � `o
�pp_CN.NO �p ct`n
J��J�fn �,M W
t �r O O O O O O � O N o0 � 'o
�� N O W cD V N o� �V V�U� a
� lfl V a' 7 V � M
��� 00 a0 0O a0 aD a0 00 N�� p C O
V�N � V �Y '7 V V V � �' ≥ > '-
t . . , . . . . oOO
_�� � � C CnMp
. .Va 1] � �O
� .. � @ aC N ..
4 � � � J�� J(n(n
(p._ 7 �
' J2� � � � � p �
W � ;� + �'� in
O � ' � (O(D '�
N� � '� �O M
�u� � '�. NN �
' �W � �, . . /� �W O.� `.
. .� a � / } � t �
� � O V'7 U� Q
E � N.C� � C
J2' (A �� � � jj ��� m
, � .. O �� C C � p �
� �CO � O / � O.C � N� o
T CO� � J�O J(n(n U
/
/
� N �I�� � O � �
� �V� � c �
y � ��V � .-F �� d m
f0 "7a 1 �� CO� am
Q m � � � �, rorn J3
� @�- � �CO � O �� x ma
� � J�'(A oO ; � p 7V _ m
� � +� OJ�� L� ° �
� � �� Q� O V V Um U -�o
� y � V� C N'CC� .CO -u,
O -i �V O ,-..., d N NOOV o
CL- .--� . . > > o
� 47 � O- �(d� � C C� M O m
lj � � �. �_...!�+� Q . .� Np n
J �(n � ... J��J (�fn �
, U
�
� �'�" C
�� O �� �
�I� � I�V O
OO ' O� s
' <{ �pV VM � m
p� �.W I p �W W L� �
-� NV . tfl pV V� c�� m
. . �, a � � . -.--.`-- -._. — .C � �
N C N
� E � , d N N p p N S
, CJ '_ � C C G: �� .,
J �� � I � I O N__� O
�N . � � Q C . . .N O
N� f� J��J (lJCn
' � M
�N E
� O�V O �� `^.
� N� m
� � a �� � rn N� y
= ` _
t J �fQ � I ._-- ...___ M M � m
O �-'- ...._ OJ CO =� �
� I � __ �V'�� UV ia
+ O� . . . . �O .�
�Lf� �. � I rr��-fO �
' c0 N Q. � �p �p t0 E a
� C C� M O o u,�°i
� NpJ O �--O 47� � � a
� � d C N in
• � WV + J��JCnfn y �,Mo
' � �- N "o �
� � m o O
(p � J
J �'ln " ' �
i- ri o
1
' i++� Y ��
w C a O
N O �
C � � �
� � � A
, p a, � a
� c �
� s >
� W Y U
a� E
� o
m y
c
O O O O O W
� � O O O O O "
� CO � � N O 00 `� $ o
�� r�..' � 0�0� � � � � � � a
' �� � d' � ct � �h p � c- �
U� � + �� �
!00 � O
. .� Q r- M� ch � l0 �o
' � � � ;,� 'C 'C �._ N �
JR' Cn '"� a » p� 0 �
.__._�� � C C � . . O m
� � QCT N � ��v,
� � , J� � JC�(n *
�� O Q
pp e' O u�
' �� � � �' o
� �� � � �
L
� � T O �
� � �� .. O r � U
� � � � Q . .. � � � � T
� � � � I __ - - .-� .. � �� LQ C ➢
y N c� ._ � —N � �t� U v �
;,_ m J �(n ^ (V 'C � p •� O =3
� o O � � �� pO �
mo
� +O � C C� � p o �
� . '� �� � Q. C� N � i� o
, V � J � O .J (� (n o
� � m`
� � �
� � i r �
, � $� c
� � N O
� � M � l�lf) a
� � ��,- O �00 °
' $ L
� � Q � � �� � � z
a
�
� � � � _. . . _ . - --N V �t � � � y
J2' C� � � � 'C 'Cp •- (� _
� . i � } � � � � � � -
� Cp � C C � . . O
�
�p QC `- N �
� � J �� J (n (A E
O "
V � + �
� y
' � — N
� � �
� N � �
�- N t � �
t (+') a
� � � � oN
� � � � n �
^ o `m �j
• • • � LL N a�
, � LLVJ m OO
N � O
� m
F 60
'
' Y � �
� c a o
C : � N
O � a a,
A �
, � C � a
J
N N �
� L
m O
� Y U
O O O O O O O O c o
O O O O O O O O
N � � 0J�� Q0 CO W 0� U �
' V _.... V ..... V _V�V V [Y [t V O o
� -- a3 a� -- � . � a`
� � ,. . ,,. ., �� �� , ,. ,.,. �
O7 00 ��� M�� U� ' .
1 � M � � � , ��' �'��� �� '.
C�� � �N �. � j j�N� Ii70
m c cN�p No
..� a o m � y ��
� � E c��o� � ac� N� �amo � �
' Ja'� '�a07 �� J��JfT)(n �� . U� . . O �
�� �. � —��r'Cx .C� � n
N� � p, .� � � »CONN a
J�� 1 ' ' �C C �p �
' . �... ��—O � �
@ aCN NO t
� ��. J��J U�(n N
7
, ,. �O .. �N m
.O�07 t�CO � O �
���p �(hN + o
R
y ���,-� . p��d'� (.Cj� ln U
J+ �.N �� a ���rp��C�O u �
' � ��,� �� �... � �� CCO�� C �
' _ 7 -.N
N y -'-- �-- � N� m�°
� 10 ��. aCN N� � � �
p m � J ��JCn(A � �
� .. . .. '.. .. . . O `a m
0 � p �
�L \
�L,. C U �
d p y
� f.1 �� c0 0
N �in (n m
�o �
�n v �
M
, �� � a �
C V�� V N +
O� N� �� C� M �
7 iC7 � � N N O V 0� r
� > >p�� o
' N�� ���� �O �
-joJ7 �� � � p_ C� N� m
.. Vd � J��J(/�CA �
� � t 1 x
JKCD �. O �� :�
' � .. � . �. �O
�� N �O
ln (`')l(') �
�N .. \ �oJ ��"
� '�,. '�. (��M� � . �V V�U� �
..�� 7 �t'' �t'pC� o�
� � � .` \ . -� � j�N � �
� ._ 7 ... 0 �__� �O c
� . J�fA . .., �-�� � � �.CN N �
J��J(T)(n �p
� �
�
�O � � d
' �O E �
�� o a
M �� � � � ��'r,
o `m M
dcov „ ;,o
'• ��.� o �80
+ m ; �
J2'� O ti : o
� �
t= ri o
'
� �� c � `o
NN oN �-
� � Na �
' 00 00 u, � a
0�0 0�0 L� �� 5 �
^ Nd' d' (�� N0�0, mo
� Y Q
�•— � �
� � � � Q�� � � � c .t�.
�' � � C � 0� � (V � � � � W N
r
N� � � �� Jfn(n 0�.. N NO � � o
� �MN W • • � ��� � a
� �- -� O
�pQC , , .N . .
' I �� O O O O O O O O O O J ��Jfnfn
. .� a
(0 � N O OJ (0 � (V O 00 � �
� � � M
�' � 00 0�0 � � 0�0 0�0 0�0 00 � � � �
M � di� � c� � � d� � � �r" � � � � o �° � °
/ O NN � �
� � + ,
r
� � M
� � � �. / � O � � (� � O
' � � � . �� N Y +/ $C � f
. . � a � � d N `Np� � e
� � � `�O l + C C�NO �
J � c�o �N /' %/� ac � N� o
� i � M00. . �O J � OJ(n(n a
� -'� 00d' � � � � / O �
' T . . � Q j t � � Z
N �' � � C � � m ('') O� � m
N N `� � (B . �� �(O C0 11� "o��
o m uNico J �c� , � � � � � � � J3
��` � allo^ `� �c≥ �� cLio �'^ c��d� � a � o
0
� �� d' � � N � .C � .�p � N � �� .Cp ° �
c . .� tn (O � � Np �O Q ,� N Np � O o "o
v � • • �- I� . N . . > > pN� �.- "� - � C� NO o
, ln N�� 7 UMOJ ... ....�. .. . /.� C �_M dj� ;� �- -d' dj�� m
J� C/) ! W � � � 0. C C`') ,N��/ (SA (p O_ C� .N . . �
. . �t Q i J � � �1-(��(n J ��� (A (�
� � E
1 / �� �
� o � � -
� � � � � - - `� � o 0
� � � s
$ m �ri �ri � �
, �� � �
. �
� �n - - ---- ---a-- -c� v v � o �
0
U � � o � \ � � > >� � o �
' • OC`') N
p) �. �- (Vf� � � — cC • . . O
p � - -N � .
� .� 7 �.� ONO ...., � ��p 0_ C� ,NO
� J � (A, �� dQ � � � J ��Jfn(n �
� F E � ` � � o d'
� � _
J� (n � � �} N � � y
O N OJ � ,�
O � � � �� �N � g
O CO CV 'C �O •- O F a
' �� � d � �� 0�' � �
� �i' C C0 � 0 L � "
� omo
. . � a � 0_ C`� �`1� �o�o
' � � � � J ��Jfn(n moo
J � � di : o
F no
'
, �� c � o
COf� Ro �
Ln� o �' m
N a m
m
' NN � c ^ a
00 00 `m e
N
O �� CN YQ
� � ._ U
d N � O00� °' E
� C Cr�O � �.' mm
� � w`
� • � NO f� O
' J��J(nf/) �00 0
�� � a
� Nd' � �N
C N � 'C$•C00
' ° a a� a� o v�n
" . > > MN� �C
N •
> N C �� � OC0 �
' �� � O_CCO N � (O � �
�� � �J��� fnlA NN � �
�p tI')� cK �� ^
��N �ti O O O O � O O O O O � � � �� N
U<'`� � �� O O O O �O O O O O O N � � � �
� .-
��� OC0m CO � N O �N (O � N O CO CD d N dO � ln
�� � O�� M M M M/N N N N � � " > >� NO �
� m � � � W, � � � � W � /� CC �
J� u� -'• �:Q v v � � � v. � � a v vu� � � a� � N � o
' � � +� ��o �u�io �
� � � � �o %� �
d J�(A N� �'� � � � �
� J. � f� I� �� �� . p .
N OMN �, p COM � �
� � M � � } N � � m
d N � CO � : �� � NN � ��
w � � " d' �a � No� � �
� m �CO � �� , � O _ M.V� U� � °° m
� , ' o
O N� c0� � / �<K-�� � N � �� ,�o ° �
� �� J �(A m �. . . N , �0�... � � Od'O � a
C �' �O� � �. ��� c'� o� .� _ � � ON �
�
� C�1 yp� � � M �, (Dlf7.. , ;..- ^ �- - M Qj� °
� � � � Q � m � �LXY,� � p (0 fl-CM .N� m
N � I� I� C� , �N�"' . L }C J � � Jfnfn ro
.Q E � NN �-Md' V UD O
JQ'fn U �� � � � N ` � $��� N.� =
' . d N N�Od'� � -
�� O- • C C � Np O � � o
� � � . � � � � � O t �p y
' J �'(n � . ' J � ��.Jfn (n � lnlf� a
� N N � �°
� � .. . . � � � � � � N
- - - -� _. _..----O------c'O� V U Q i
' � M. . . ... � + N :: Y ,�- ,C .,
d; lD �`- � � � N O O li�
�
U � � � � ��, . . > > p � O
� p� V Q � � N �� N �j •
. .
� "7 p�.Nl�� _ � - .., � fD fl.C `- N �
� • ' � Op � -_ � J �� JU)(n �
J� � ��� � � �
�� �..� OJ O "
�� ri. o� � o N
' �+ `r � � �
� �cn � o o �co 9
O M p a
O d' �� N 3
' �� N � � p•CO on
d' � GO d � N�O� � mm
. > > MN o ,� 9.
C C O t d o
� O � �' � � N� �oo
' J�(/) J ��Jf�fn v � o
, W
i= a o
'
' Y � �
+1� � C � O
��� N O �
� � O N
N v rn
1�1 m
' Y J � c ': u.
N�y� N�y� L �
W W � Y U
� a� E
� Nd' d' UN � o
m�
�
w
� N � � � •� 0O
� � � Np0p � o
' � . . a
� > > � r �
� � � � � Q
� u�i � ac � N �
� W J � � J (n (I) �
' � � � �
; �
� �
/ "
� U � � o 0 0 � o � � Q
, � d. � c� o �o co � oN �
' ' ' � Q. oMo a�o a�o io�o � � �p �
� � . . � d' � � / ch � O NN � ~
� i � 0O QO z
' "' � J � (n + ~ �� �j � � �
c� N $ N J �
.°—w_' R � f` , N � � � pp = �
° °o � � / . � N Np � � °° o
o pCO � , . . > > M (V � � �
. � N
�� � Q � N .� � C � � . . � cio
� 0O .. . . N a
� y � O�pd' " � � � C � N � m
. . � Q.
MO J � OJ (!) (n M
+r �
� N
� •� � � � � � � s
J � Cn N . + • G
�- (� f� , � N f` f` �
, � � � � -- O � pNppNp � � �
� �O � N - M � d' V � _
� � � a �� N N � � `� •� �
� � N Npd- �
' � .� � � � , p . . > > � NO �
J � (n N0O 0+O � � � � � O m
l(� CG � � p. C � ,N �,`>, �
' � ('7 � J � � JU) (n �
�M D
� W � E a
' • • � � � o 0
� � � ° � "'
/1 N T�
� 11 � �O <O
' m O O
J � (/� , �
� : o
1= ri o
�
' �
� c a o
C o � �
a N � N
' � d � a
� c �
W `mv
� o
� o 0 o O o 0 0 o v E
O N O � O � O � c o
O � Q� oJ o7 f� f� (D �a��!i
m N o] 0� N N 0J N c
V ... 7 a V O V 7 7 O W
� �
' � x� N o
w N N� d
I� . M(V
1�t� �
p� I W m
U W� I --�-- � oJ o7 .
, �� _____�7 V �� .
,d'4... ' �� I�rr� Cm
.oEt a > >o�o �
JK(n � � � CC� djpO (V �
' .. � � \ @ a C N �0
w(0 J��J(n(n
ID� ��� �
m N
�rm �
Mp��
� �oJ7 � �� �
\
..aa \ com � o +
.n��..�E�E �"�-�. N��ri � �
J�(n ;. \ ...� , �oJ � N ta/1
�� �
t N V a� c�� m
� �r�OCN r
Q. � �(0 W M �o
m� o
L � CC� N� U
R � �.C�.N� O �'
' d . �. . J��J�(n a
� �L' � L L`
� wC7 �� y
� Q !h� . CJ 7 p�N
� T QJ ln r m C �
W �p>� �fJO �� J
.. �
� � ��� \� 4 �� � � r� � � �
- . .
��. ..7 a A A ---�mCC��� 0 p
� � E � �rr0'Cr 00 Nf� n N
� (0 - � . � d N N ID CO a1 Oo�0J N L U O
V � JK(n � �`. � C C� ..O ����C G� O
� � � ��-� � � �O
� 'CCp�-ln p
..""..7 �� '� J��J(n(n ......- " Q. � �CV0JW �`
�O '. � CG� �O M
� Np
c?W0� � = � ��� � J��.J(n(n �
� �
��pa �N \ � Nf� c
�I� O
�� E �vi \� �ti a � o
c
�dcii �m�. . . �mm �� � s
, �ma .-- °'vv �v �
-v �Crxc� �� �
� E .d � �omo �o v
E r��r>
J�(n . �CCc' N� I�I� � r
s�. ... a�N N 0�N =
' �1� J=��L�f � �•-jQV Jr ..
^� � i � r'K≤O
��� ��.� a > »�(�J
�r� � C C� O
��� �. �:��V � ��� NO
' �� �E � . �'..� . ��� J�O J(A(n y
�CCv z rr v
=c - _ ,
t ao � coV �
�N� .�:. �� or ... E
� � �� o
�o'v , ....oMivv c�S� �
�� �. �._�..._:: �1���'Cc�O >.d
, J�(n f�O a C CO�� o N
� V�7 0 0
�--N �i
(VNCO ���-$6] O.C� N� o � �
Nf�� 7J��J(n(n t � a
O
• �mv v >, E
' �V � m N O
�
@�� =
F no
1
' y � ^
� C � O
C � � �
O y a o,
a �
' � � � a
>
N � �
� Q r
� �CO Y Q
�{ m E
�ro
��� O O O O O O O O �� mN
��� � O C�D (�D � ��(J � � �� W
..� a N 00 N 0� W N �� �
, � � � V V V V V V V V O (�O(�O � o
Ja� � ��� a
—s_OVV ��
----- i C���N
�� d N NOa0f�
, C O W .. »O.-N
CO mtn � C C� �p�
t`� '�, � � . . N .
�(O �'� OJdO L J�OJ(T)(n
'.� , ._______- <o
' N nl� _____-�p V V U CO p '�
���� � �i� ��.C.�.. }
..��.�. C .. n. N NOV�`') � n
47 .. > >d:N7
��.E o� � C C� �O oJN N
' <n � --� dc`nN� c?v �
. Mp� J�OJf�fn �� � +
�o�V \ —_- o�N N
..� a - - -�vv��� o �
' �� � aa�iario�� o 0
J�(n C . ' C CONp .-M- o
�N N—_N � I-
L NN �. �� � dC ,.!_�� U
� 00 . N�� J�OJ(n(n �� �.
� ��CO u �
p N�� \ COOI� N � � m
d O �oJ V \ N o7 � u"7 O rn m
p � �� E -c'� vvx�� o ro� � � 3
� �� C° vv c��
.. �
� '�—� ��t� a »��c�+� � `� � � o
16 CC �N !-� TCrp�CCO ° �
_ �.. N__N �O C...�� N �V V'N n m
d � aC�.NO ......-0� _ � �NNO U o
' V � , J��J(4� �p �--� �O 0
� �V ���. (n O_ C N .. �
�N � �����.. J��J(nVJ m
�O� .... ' ln� 0 M
N�p CO ...... N� p
, �W V� O� � � c
� a o�o�
� � E �cv � � �� o
J�(n �C'r�.C � (D(�
�� .� � C �V N CO V V � �
�tf7 O o�o�
' 00 \ : (��9 0_C� � O p�jV V �� i
N
N� tn �'.\ J��J(n (n � Cr��CN �
�� D� } � N NOV� '
' O . .. > >�N�
� '�0�V � . �'. �� � C �� �� .,
� E � �CO J��J(n(n
J�� ��
� O���J � CC
� �� ����� r � _
. . � d ��. A O � oJ
� . . � �� _ n
_ ^ �— -
' J �(n �«7 1����, �, .._ � .-_.�V7 U� o
MN � � C� r
� V `-Cr��-CO .
p��N � � NNOV� � �
���" . . � �6�NN °T' a
��
, ..�, a Ntn �-_� �� o u�
N " �p QC� NO � �
� � ECO�pV J��J(n(n : � �
J�(n �' �� O � � o
�o�V + � E
' � ..� a 0� `� So
N � � ttl y �
� � .
J�'ln
� �
� aa
'
� � � y � �
C p O
N � o �
� o � �,
�� O � a m
' � � @
`� m � a
� � d v
5 '
� O op op � Y U
� � d' �t U �'"� _ °
> � .C '� � C � w�'
' � W LL � � � � � a
O � �
� � � � � �
' � f� � �- � (V �NO
O O O O O O O O
U � p�pO O O O O O O J � � --� � �
� ! 00 �� � � CD � � � � CO � � "
. . d- Qo0 00 00 � 00 00 '00 � � � � �
�
' � � �� � � ct � � � d' � �
J � (n � + � � `
� �
' � � � � �
Cp '�t �' U � o
� � __ - ~ � � 't� •� � �
� '' � O ` - - � � � Np � C'� � �
w � � C.p \ + � � � <vjN � =3
�0 o NN � �� � � Q � � ND � �
U � 0�0^d' � �O J � � _I (nC!) ° �
' N � d. Q � M� � � o
� � � � � �r`�'t' CON m
' � . � � � �' C� d: -
J � (�� o � + � � � a
� f� � � � 00 00 � =
� � 00 � � �� � � � � � � (�j � a
� � Q � O f� .� � � ,� � v,
\ , \ �- _
' N •� � �, , � � � � � � NM
J � Cn �� � � � � N . . O
I � N N � � � J (� (� =
N .
' O O �
M �{j Cfl �
N � � �
� � � � �
, ' � -
. � � D
� � O N a
� L U O
I� � TE �
� � o
m y
J � C/� � �
v
� no
'
1 � Na�
� c `o
4 H o �
O N �
� � V OI
, � N
m °' � d
c ,-
N O
0 0 0 0 0 o O O Y Q
� O N O i(l O � O h
m � � m m m m m �� U
a a o a a v a a � � o
s� o mvl
� N oJ �
or
' N�a o�� L� �
y�� oea�_� o
maa �. �a�'�'��o o a
�a� �� —'� �==mNo �
' J��_1OJ v3
� R=I+,
� '
rx
s� �� ��� �� m�o
\. � u'"' �
� ���' � rom � o t°
�ma m r �
�a a � ��..,., m a v c o`° m �n
,. A _,��ioc� u�
�a� \:. ,, /---_. ���NNo 0
\' \ �p❑N�O N
� �.., �� \\ JJOJWUJ �
YtD ' +
Om \ O
a�m � \ o �
, n \ \ �
-,mo
' va cc m
L�E �� o
N
�ao� �,� o
L 0� � F
cooL u o U
' � so � �cm o �� C . Z'
� �nm 'da�`vmom <o �r
T (OMN .. � �(OfON O,N V �
d � �¢�O 1�04—CNNO WOJ C d �
..a/ �y J�C]J�N O L Q�>�
� � �CF c O�y�C� J >
� O J2'� � .. Q -'dd �U�OV cd 'O
�� �� � �C C N N pO O �p0
C � YY, JJL]J0)fn R N
S r
C� ("J(O . . � . ,L,L U D
' (n ��� O O .t.C p
�NO �� oJch O
N N � N r m
..a a m w c�r�
�a� � �,a.�a� c� � mm � r�i
� � a `m `�io�o v �av u�
, p N I ��I .. 1 (")M 0 O a.+`y'C� U
r�N � �a[��p .dj �00Jf0 C
ry�W J�OJ0SUS � �CCNaO N
�oJV . . nQ[�N� O
�O a . � YJL]J�fn r
c y
' ��a'�i + ��`lio �
['l C�N ... D
m� ~ ry
c m L c
�
ch:J �uu� �� ll
a�"+� . _ . . I
� � ammo m
`7mo `'`- �'i
� ,o
�� � + ��6�P�u;
=Q v tr
�aa�oN o
a�� vo
r Um� `, �� -
wa mw �
v" a mvo��o
�d'71 . � _ d v `m" r�`^ _
� _ v-=� :
n N �o i7
������ �
0
`m �
� -� � � �
0 0 �
+ � ��
„o ° 6 w
�v� `o a
m°'m � E o
'• dma � o �n
y a m o
N M
n� E � �
�ao� � ao
'
' I� Y ��
� C � O
\� N O �
O N
� Na �
' v � a
� �' � t >
� m � Y Q
� M N �
�`v� E
NN � °
W W � U N
tO O O O O O O I� 'a' � U � a
� O O O O O O O � � .'.�.', � CM a
MM � M � M � � N a � � O0OCO
t o0 N o0 0O 0O a0 0O 0� 0O � � c c � � p
U � � � � �t � ct � ��� J � O _1 (/� (n `°
' �� �� � � �
,:` � � � �
J � fn � / / O � � �
' � �
� CO N �
� � � � � � � m
� � I �� � �
� p � O � � � $ V0O z
� o � I� � �' � - � � � p •� t� - n
� o � � � �I _ _ _ � � � 0OO0O ,; °'
� O '° �
� • • �p = �
O 0 � d. Q � C� � C C � Qj � � a
C
� c � � � �� � p- � N ° �
� J � (/) I� �O J � � JCn (n � o
' � Y
(� o
� O � � m
' � � + � ~ �
� � � O N y
M � o
, � � N N N � r
� oMO_� � O � �0O � � �
� + - pd' d�� U6� �
� � � I � � � � � O �
, J � (n � I . . � � � �
� C'')
� � - - N � O
' �t J � OJ (nfn
� =
' � � � �
M CO + °
� � � m
� �
' � Td
i � � o0
� � �:
_ � � ^ V
Q "
r u a
• Q � � „ E o
, T �
i° ° o
a m �
� LL � ' �
� ;
� �
F ¢o
�
' /� Y ��
� C a O
`� N O �
C O N
� N � �
' � a� � a
/{�y( � �
\ L �
/
� � Y U
I.—IL � E
� o
m�
C
a� Ar W
y� �f�
' � Q � � Q � � � 0
� � f� d' N O o0 a
� � �
�� � � � � � � ��
' U�� d' � rt � '�Y O m �t � UD
� � � � � � � � .�N
� � Q � /� � � pOpO �
� � � � i.0'/ �� C � dj � �
��(� % ln � Q. C � N � N
� � � � � � J (n(� �
� ' �
�� �
' � � � �� o
M r -F o
� Cp d- � .— O �
� � � � � � �
' � o � � � I' � � � � VO �
;F � � • • fl' I� � ---- CV � � O 'EO °'�
� p -p � � - - p�'p � � N � OCfl �
. > > roa
� � �� � ^ � � � � �� o �
� C� � QC � N � � a
, N �C � � � J (n(n o
�� m
� r
� O °
' ' � �
� � I ~ � � �
' M 00 O
VJ � w I 0 � � D
7 � � � � � � �
� � �t Q i' f� � 0� � L '��'
� � � N �' � � U �
- - -- - . .
��' (n , -._ -- l� a ≥ >�M� E
, i tf�
+' C C � . . O m
CO � - - f�
�r i � �c� ,; � � � O =
' � N � J � � J (n (n N
� � �
O �j � C+p � a
' i � o °�
� �� y y �
. . �, a Q � v o
�
�
� m o 0
'• Q � � + � ,
��� � : o
� ao
'
� �� N � ^
I�N ` � °
^ �O o" N �
� � �� � Na �
C w � a
c ,.
p COV[t �� r '>
,! � a a�i a�i o o�`�p Y U
1 � • • � �OMO � E
O � o
� N ND �� am
�-��v�vi W
, � 8S8o $ 8o � �� �
a
�
a
��� � � � � � � � �� �
Vo� � v � v � v v � °gvv���
' !N�t � cV'C'C �O
. .� Q a � �800
�
� � � o �cc� �o �
� ��� . / . . .. � �J��J0SfA �
� � n
� '.
`- C� M
� �� �� o
�O� / � ��� t� �
�
' �W'ch '.. ��1'� U r �
m
. .� / O N� 'C�•CC�O �
� � � � d � �00(O o
� �N J(�� . O /� C���O v
�N ��� N T
1 T
N O m�0� � O ,� J J(IS(n a �
� r ��� �'. � � m �
w �� . � � � �� � 3
a o �`t � �� i corn �
� r-� � % o o?o? °°�o
� c �dl� c°�`v ' ' `� �� � ° �
� � �
� ��v a L, � a
' fA -V p_ C O�'� U M o
• • • � C o
J�� � .�--�_...= d��00� m
.. � �0('')� r�
_ ,_... �--CV Qj .
' � a � N� c
� ��� J��_I(JS(n
�O) ' p o
0 O �' � �� L
' ��� I� �� �
� o O O) �
�� a � � ��� �� z
, ��p � � 1 - - ---I�-� - . __ pV'�� U� .
J�� i I N ��O�CN
0 d � �00�
. . y�,-+ C C��p
I �N � � a � "� E
N� J��J0S(n m
c�
��� I O y
' ��V � �� ,
� -V p_ �N �
� . . - -' N lf) �
�N �cp � � . ...��......, m oJ a
�N . J�� ' �� �� L� `� a
' N �� � � ���� U� o N
���t �, 'C �O•Cc0 �' " �
. .� . . a a� a�o co c8 r �, M
Q � . . C � M N T�
Q �O (p
� � � � � � ���� NO mon
'� ��c� � `�''��v�cii � ao
'
' y � ^
� C � O
C O N �
O � e m
' m �� a� � a
c �
0 �� r ≥
NN � NO
� WOJ � YU
� E
O O O O O O O O �� �� C� 53
m�
� � � (t� Om N N � �a »N�O w
� N . . N W 0J o7 � C C� ..O �
�� V V' V V � V � V � � �p
' �0J _._ .._. ._. ... . .. .__ . . ... _ .,. � J��J(IS(n d
��
M
U�� � , ,�, , ., � ��
, ' �O
..� a . �N ,� NO
� � � � �� i �� �
N. O�In}M i� � Mf`7
J�� 'N7 /� . NOJ ��"
' . . . . . . O V'd'V ��
�
.. �, a . .. .. �
— . ' --_ }6--�i r ��._� '
� � E � '� . ____ _ � � N N(O N N in
__— in
� .. > >��� ^
__—_ �
J �� —���__� � CCO �O o
� . � . J��J(�S(n t
p� Q
O a?I� �� �
�M � O� �
' (�a N p �N o
_oJ V + I�CO � o
..� a t� �� � H
� Jd'(n \ -oi Cr��� U
' T .. \ .. . - . ____.- � .. ..O,CC0 d �
____ _ _
_-_-
d � N p�� c n
_. . - _ _-_ '7V - a�
d O \ _. - � � C� O Q, m
'�' � � � O. CNN� � �
� � O p J�OJ(n(n ya
i� � � � � _ �
oa
� �
d O �� U a
fJ _ �� �
t � �p f�O o
� �7 � o
N�N� L� m`
�VV UN r�
' O `
� '.. N'C'C�.C(O ti
t �� . . . . . ..�'� N NOV� c
O . ��.�� m _ C C�IOO �n
I`�N . ...,. �__� � ' o
NMN , �.. (p �.C� N� _-'.
' =�pJ7 . J�OJ(n(n z
� � �� �
� � :.
� y
J�(n � p0 CC =
� � . + lD O ...
� N �O
�� � �� �
�� �� �
U�oJ � � p�VV���
� , �
�°?�r Yrro.=-rn �
^�vQ �� m �o�iv �
aEt � o �, � c� . . o y
� � dcn � � p.CNNO �,
J ��J(JS(n N
�
� a
O� \ E a
' I()ln O N
(h�� � N �
(1l �
`��� 4O N a�
, • ..� �. T N O (O
� � � Q m o 0
Jd� oi : o
i= ri o
'
' �$ ` ' °
` o �
Q�I� � v a,
' M��/y� � c � a
'� W W � L >
" N �t� U `_' Ya
� O N 'C � 3-'.CO w E
� � � OOJCD � o
(y'0 . . C � p� 0 �in
N � -- (`') dj � �� W
' W � QCM N � NO °
� �� J(n Cn N 00 d
� �� $
� N O O O O O O O O O O
� NO? O O O O O O O O O O O � �� L �
(O�rj � � M M (�j O � CO N N O N CO N � 'C $ .� O
(�� 00 a0 00 00 00 N 0� 00 00 00 a � N O� CO �
' !00 �t $N � d� 'ct � � � � � � � d' O . . > > 00 N O �
O �,
. .�' � �N � � d' � QC � N �
� � / � �� �� � m
f0'� � L� ('")� � $,'�' � o
' J� � ! �� ' . •-
N � �' � � ��/ � a
N �� � �O, � $ (� �� �
� J �f� NCOI ✓ O � �h U � �� �
� I� I� � (''� � � o
� oMN N 'C � ��— � O (OCD � u
� (��' � � � NO� � � �� �
' � � � OJrf '' I C C �'NO � � �� U � cn
C�
d o � � � � � �� Q� I� NO N 'C � �•CO m�
0 p � (O J �(� ��� i� J �� Jfl) fA � d � � Od' 0 m �
�� . �(3�.� ,C CON
� �C� � � � C'7pp � � QC � NO ° �
y ! C0 � �M M00 . C � u �
J �OJ(nC� �,
' N �� � r l!)CO . �N N `� � o
� E � � fV ' � mN � ., m`
J� (A U �� �`� � M� � U � � �� m
' . . � Q N � 'C� .� O O�CO �
� • • � � > jON� O �� �
� � . � � lf� l.C) l!� o
i
� �cn \ �- -�t �� � �� � �
� . � .QC� N � .-- - M LD �
�� J � � JCnCn M � d' UD o
C
`'� O N � � $ " � "m_
o � � p � � � poON i
� � � C C p ,�
� N � � ��` � � -- � dj �
U� � � � � Q C . . .N . .
!N '� N� � �'_. � O J �� J(n (�
' . .� QQp � . � � �� N
� � � �o� d' � �o m
Cp;v 7 . . � � �� A y a�
J L.L V J .. v W �`-
��p � � �� � �� � �
I J� (n � O O � �d' U � "
O p � � � N a �
OC0 N � � O'— O `� a
� � � � � �0 � oN
C Cln(� CO � � �
� OJ � N -- O � o � �.',
. .�. Q ��p Q.Cr- NO T �',o
� � � _l �� J� � moo
�� �� � � " �
� ao
1
' �� cp `o
OOh oo �
lt�� y v w
�� � �� �
' N N c � a
N00 � �� `ma
NcFd' CLJCV �CV mo
� �W
N � � � C� �� � m E
d N � pppin
. > > 1��-O N � � (=jV' cQ
� C � N �p N � �� � � W�
(�p �-� � N� n- j j0'�Y � �
' J�OJfnf/) ' MN �
J� � C C� �O �'� p�`_
� aC , N . . OCD
c J �� JC/)fn (O.-
, / r r �
� � ��� t�
� �p M�'d' Up�j m
� �pLn � d N Np � lf') m
� N � I � . > > V N� �
� CO .� I� � C C p r
U� � � � O O O O �O O O'� O O O O � — m NO o
. , � �� � O O O O O O R'J O O O O � QC � N N
� � �- p�N CO � N O�''�� 00 (O �F N O OJ CO /J�O J f�f� ;
.O � �M� OJ CO OMO W�L� � N � � � CO 0D
� �
J � (/) �N� �t '�F �i' v �t V V � d' � � � �
' � � E w O' ��' } CO LCJ n
` J � (n N � �� � ~
r- 1� 1� �
IC O�rj N �. O � �•� U� �
/
' >` � �.� . . , . / � N ` 'C�.≤ O = �
� �� . . �} Q . M Q�,,, � �p� 0 �°1
O N �
- 0 p � CO f6 •� 7 , /� � � � � � C3� ���� aC � NO °c m .
� . N J �.(� ,.. �
• � LOM� � I / C'7C0 /�� J �� JCnfn ° �
d !N V v�'-- CD � ' � CO lt� ./�� � i� a
m � o
t � �� � � � � ��� � � � o
o m
J�' (n U� � � �. �N � � � .� p OO M
N� �" � � � CCOCVO � �N -`
I �.E j �'� - - � N� O� MO �
J ��Cn . � (6 a C . N . . � l() lf� °
� � � J � � J(nCn � MN� N� � � m
� i
uy- OJ �� _.__ M � �I' UO a
� M _ _ . _ . _. _ __-_ __p CV � � � .CO y
� � � � � � � d N NOO � z
� � o � � � � � � o � o
U c� o �c? a� - - cv ai
' �° � c� t� v � a � � No
� � . . � O � � O J � �J (A (4
�
\
' J �(/J.. � N_.a . ..\- . . . _ . }� �
. . � . . ��
� � � \\ .... � o ;
� J � (4 ;� p ,.. � Cp � �n
m
„ �O � ��+7 � d' (=j� a
�
Oc9 N � � p .Cp Ea
� Q�� � > > � O� o0
,.i, �CJ� ` v+ ry
VOJ� �CCO � o � �.°,
. . d, a � O_C � N � i. i,o
' • � � � J� � JfnUJ moo
J � � ai : o
1- ri o
'
r y ��-
� o
N O �
O N �
� � � V Oi
m
� M a� � a
W�/� ��} � v
YJ TV. � >
� v, d E
� � /^ W W L � Wi/�
' C (V d' d' U N �
O N .� .� � ,� � a
; � N NOo0 �
. . > > � � O
' � � � � � � �
� W � �. C � N � �
� � J � � J (J) (/) °
' � � O O O O O M
' N �
U � � M C'N7 M N � I� O �
. . �� � � � � �
� � . . �� � � d'id' O NN o
� � � � � � � �
`m (6 •- � �-
�
� �, J � (n , ' M (~�j � � UN se
m o � N � � '� •� 00 m�
w T � N NO �t � � �
' � o � (` I . . > > � N � � a
'- � r' -%"� � C C � . . O � �
' , ,. - • � �
� � p � N $ p � @ QC � N � � a
' � �j � NC0 � J � � JU) (n m
� �� pf` N p(� � � m
, � � � � � � � � � a
� ,_ � � �� N o
' J � (n � � � \ � NN � t
_ N �
� � � �� N � � �t' � � a
� ._
I � � � N NO �t �
' $ � + . . > > � NO
No0 � N � � M N � m
� M � � � � J (� (1) �
' w m
1 � � �
o �
� � � � d
� � � o �
� ` N (�J
J � (n ;o�
' • moo
, �
� : o
- m
� ao
�
'
'
�
'
'
'
'
'
'
�
'
1
'
'
APPENDIX D
' CUHP/UDSWMM Analysis
'
'
'•
'
i _
,
,�;aj,� � �
ti .:,,
,� ��;4 � � � �
��
.
,
� �
r�`.. ��`��.� : . � � .: t.�.--.- i- �< � — �
�. � � - r . .�. � �
� � 1 �
� �� '�� ���
� ,d � , %; r� �� �
n� �� i '�,.
?'r � � ��� �� �
, s
j i
� 'd. �� �l� (
. .. . .5, - . I . . , . ..
. � . � - : - - - � `.S
� � .. � .. , . � � '\
7� !
o�� c�� � . � � � � �.�
.. � . � n,.o a,o .. � \ .
.� »
, . �.� . . " � �..
f �
� � I I ��� , �
��---� -r--
���.
aein D ��.�1, ��`\
�� ����, � as�� �� � 6 ��� � ��
�� �� �
� � � ��� � 206 �� � � „ �
� ��� ' _
� � ��212 � 1x ' � � �'j (�_:
' � fl � i ' BmmE �� �6�� -��34 CFS �� ' I
� � �� g .� a. , ,
�d ', � :,. 214 ' . ° �
8 ��s�� o� '��g 43_CFS �iIXX CFSi 5—YEAR
� ���a,,, � v�JSIT� iii� �v�i�.
� 208 � �RELEASE AT RESPECTIVE I
—� �� -��� 213 �
11 0� 1 11 ��rioN
1 I I A - DEVELOPEO BASIN DESIGNATON
I � g � B = BA9N AREA(ACRES)
' = 5 tEAR CGAFG9ic �UN� �C£FRPENT
� '— �- � inn KeR r,au�^ci� mwn�r �rccnniru�
� � .� �' .
,s� a �so ,500 �000 ST. VRAIN LAKES �E�E"°
� -
,�g�;; ���_���;���
��_� � �,,,- FILING NO. 1
f�y'��i CGNlEYnNf[
� �arro����a�ge HISTORIC DRAINAGE 290 ��RE�� «�w,
ocsicN aoiNr
�� •��� ����� �� SWMM ROUTING MAP 390 °E����°� ����
'
, FIL. 1 HIST. ONSITE. SAVE AS OF MSTR DRNG.Chi
2ST VRAIN 100 YR OFFSITE SYR ONSITE
� 15-YR 5 1. 36
70 1 1 5.6 6
.4031.012.4612 2. .0196 .4 .054. 315.0018 . 588
70 1 1 5.8 8
' .213.4458.1407 2. .0335 .4 .OS 3. .0018 . 5
70 1 1 5.9 9
.263.8084.4748 2. .0628 .4 .053.159.0018 . 511
E
�
�
'
'
,
�
,
'
'
t
t
t
'
� Page 1
'
,
' FIL. 1 HIST. ONSITE. SAVE AS OF MSTR DRNG.Ch0
1 U.D.F.C.D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 6/ 7/2006 AT TIME 10:45
� CUHPF/PC RELEASE 2A (32-BIT VER) SEPTEMBER 10, 1998
PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7
' IN 100 YR OFFSITE SYR ONSITE
BASIN ID: 6 -- BASIN COMMENT:
IAREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION
(SQMI) (MI) (MI) (PCT) (FT/FT) (MIN)
' 0.40 1.01 0.46 2.00 0.0196 5.00
COEFFICIENT COEFFICIENT
t (REFLECTING TIME TO PEAK) (RELATED TO PEAK RATE OF RUNOFF)
0.156 0.291
' THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES
FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS
AREA RECEIVING AREA DIRECTLY CONNECTED
' IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM
( DEFAULT ) ( DEFAULT )
R= 0.06 D= 0.04
CALNLATED UNIT HYDROGRAPH
� TIME TO PEAK PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF
(MIN) (CFS/SQMZ) (CFS) (AF)
' 19.14 672.28 270.93 21.49
WIDTH AT SO = 45. MIN. WIDTH AT 75 = 23 . MIN. K50 =0.26 K75 =0. 35
, RAINFALL LOSSES INPUT W/ BASIN DATA
MAX. PERVIOUS RET. =0.40 IN. MAX. IMPERVIOUS RET. =0.05 IN.
INFILTRATION = 4. 32 IN./HR. DECAY = 0.00180/SECOND FNINFL = 0. 59 IN./HR.
' TIME UNIT � TIME UNIT � TIME UNIT �
HYDROGRAPH � HYDROGRAPH � HYDROGRAPH �
' I �
0. 0. � 65 . 103 . I 130. 25. I
5. 73. I 70. 92. I 135. 23. I
' 10. 186. � 75. 83. I 140. 20. I
15. 255. I 80. 74. � 145. 18. �
Z0. Z'0 I 55 . 6'. ! 150. 16.
�S . ��i � i on r,n i � ;c ic .
' 30. 220. I 95 . 54. � 160. 13. �
35 . 200. I 100. 48 . � 165 . 12. �
40. 182. � 105 . 43 . � 170. 11. �
45. 163 . I ll0. 39. I 175 . 9. I
� 50. 144. � ll5. 35. I 180. 9. �
55 . 128. � 120. 31. I 185 . 8. I
60. 115 . I 1Z5. 28. I 190. 0. I
� Page 1
'
'
' FIL. 1 HIST. ONSITE. SAVE AS OF MSTR DRNG.Cho
1 BASIN ID: 6 BASIN COMMENT:
� =""'`" STORM N0. = 1 '`''*'` DATE OR RETURN PERIOD = S-YR
� INCREMENT TOTAL'` STORM*'° � INCREMENT TOTAL='
STORM�`�" �
TIME RAINFALL EXCESS ITYDROGRAPH � TIME RAINFALL EXCESS
' HYDROGRAPH �
(MIN. ) (IN) PRECIP (CFS) � (MIN.) (IN) PREGIP
(CFS) �
�
� '
� I
0. 0.00 0.000 0. � 100. 0.02 0.000
� 11. �
5. 0.03 0.000 0. � 105. 0.02 0.000
10. I
io. o.os o.000 o. I iio. o.oz o.000
' 9. I
15. 0.12 0.000 0. � 115 . O.OZ 0.000
s. I
zo. o.u o.000 o. � i2o. o.oz o.000
�. I
' Z5. 0. 34 0.010 1. � 125 . 0.00 0.000
7. I
30. 0. 18 0.091 9. � 130. 0.00 0.000
6. �
� 35. 0.08 0.022 21. � 135. 0.00 0.000
5. �
40. 0.06 0.006 31. I 140. 0.00 0.000
5. I
' 45. 0.05 0.001 34. � 145 . 0.00 0.000
4. �
50. 0.05 0.001 33. I 150. 0.00 0.000
4. �
' 55 . 0.04 0.000 30. � 155. 0.00 0.000
3. �
60. 0.04 0.000 27. � 160. 0.00 0.000
3. I
' 65 . 0.04 0.000 25. I 165 . 0.00 0.000
3 . I
70. 0.04 0.000 �� . I 170. 0.00 0.000
3. I
� 7� . C.03 0.000 20. , 1;5 . 0.00 0.000
Z. I
80. 0.03 0.000 18. I 180. 0.00 0.000
z • I
t 85. 0.03 0.000 16. I 185. 0.00 0.000
Z• I
90. 0.03 0.000 1-t . 190. 0.00 0.000
� i
' 95 . 0.03 0.000 13 . I 195 . 0.00 0.000
1. I
''` LESS ANY WATER QUALITY CAPTURE VOLUME
' ��" INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW
� Page 2
,
1
' FIL. 1 HIST. ONSITE. SAVE AS OF MSTR DRNG.Cho
TOTAL PRECIP. = 1. 57 (1-HOUR RAIN = 1.36) EXCE55 PRECIP. = 0.132
� INCHES
VOLUME OF EXCE55 PRECIP = 2.85 ACRE-FEET
PEAK Q = 34. CFS TIME OF PEAK = 45. MIN.
INFILT.= 4.3Z IN/HR DE�AY =0.00180 FNINF = 0. 59 IN/HR
MAX.PERV.RET.=0.40 IN. MAX.IMP.RET.=0.05 IN.
' 1 U.D.F.C.D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 6/ 7/2006 AT TIME 10:45
CUHPF/PC RELEASE 2A (32-BIT VER) SEPTEMBER 10, 1998
, PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7
IN 100 YR OFFSITE SYR ONSITE
' BASIN ID: 8 -- BASIN COMMENT:
AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION
� (SQMI) (MI) (MI) (PCT) (FT/FT) (MIN)
0.21 0.45 0. 14 2.00 0.0335 5.00
, COEFFICIENT COEFFICIENT
(REFLECTING TIME TO PEAK) (RELATED TO PEAK RATE OF RUNOFF)
0. 156 0.265
, THIS BASIN USES TRADITIONAL DRAINAGE PRACTICES
FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS
� AREA RECEIVING AREA DIRECTLY CONNECTED
IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM
( DEFAULT ) ( DEFAU�T )
R= 0.06 �= 0.04
, CALCULATED UNIT HYDROGRAPH
TIME TO PEAK PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF
� (MIN) (CFS/SQMI) (CFS) (AF)
8.08 1820.83 387.84 11.36
t WIDTH AT 50 = 16. MIN. WIDTH AT 75 = 9. MIN. KS0 =0.29 K75 =0.40
RAINFALL LOSSES INPUT W/ BASIN DATA
� f4AX. PERVIOUS RET. =0.�0 IN. 'dP.X. Ih1PERVIOUS fttT. =0.05 IN.
INFILTRATION = 3 .00 IN./HR. DECAY = 0.00130,'SECOND FNINFL = 0. 50 IN.;'HR.
t TIME UNIT � TIME UNIT
HYDROGRAPH � HYDROGRAPH � TIME HYDROGRAPH �
' 0. 0. � 30. 103 . I 60. 17. j
5 . 311. � 35. 76. I 65 . 12. �
10. 368. � 40. 56. I 70. 9. �
15. 264. � 45. 41. � 75. 0. I
' Z0. 191. � 50. 30. I 0. 0. �
25 . 140. I 55. 22 . � 0. 0. i
1 BASIN ID: 8 -- BASIN COMMENT:
� Page 3
'
'
' FIL. 1 HIST. ONSITE. SAVE AS OF MSTR DRNG.ChO
� ':':"' STORM N0. = 1 ''''"`'' DATE OR RETURN PERIOD = 5-YR
' INCREMENT TOTAL'` STORM'`'` � INCREMENT TOTAL"
STORM'`* �
TIME RAINFALL EXCESS ITYDROGRAPH � TIME RAINFALL EXCE55
HYDROGRAPH �
t (MZN.) (IN) PRKIP (CFS) � (MIN.) (IN) PRECIP
(CFS) �
�
�
� I
I 0. 0.00 0.000 0. � 50. 0.05 0.007
37• I
� 5. 0.03 0.000 0. � 55. 0.04 0.001
zs• I
10. 0.05 0.000 0. I 60. 0.04 0.001
21. �
' 15. 0.12 0.000 0. � 65. 0.04 0.001
16. �
20. 0. 21 0.000 0. � 70. 0.04 0.001
12. �
' 25. 0. 34 0.049 15 . I 75 . 0.03 0.000
9• I
30. 0. 18 0.125 57. I 80. 0.03 0.000
7• I
35 . 0.08 0.032 69. � 85. 0.03 0.000
� 5 I
40. 0.06 0.015 59. � 90. 0.03 0.000
4. �
45. 0.05 0.006 47. � 95 . 0.03 0.000
t Z • I
�` LESS ANY WATER QUALITY CAPTURE VOLUME
�•'' INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW
'
TOTAL PREQ P. = 1. 57 (1-HOUR RAIN = 1. 36) EXCE55 PRECIP. = 0.238
' INCHES
VOLUME OF EXCESS PREQP = 2. 71 ACRE-FEET
PEAI< Q = 69. CFS TIME OF PEAK = 35 . MIN.
INFILT.= 3.00 IN/HR DECAY =0.00180 FNINF = 0. 50 IN/HR
' r4aX. r�FRv. RET.=0.40 IN. rlaX. IraP.RET.=0.05 1N.
1 U.D. F.C.D. OJHP RUNOFF ANALYSIS EXECUTED ON DATE 6/ 7/2006 AT TIME 10:45
CUHPF/PC RELEASE 2A (32-BIT VER) SEPTEMBER 10, 1998
' PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7
TN l(1(� Vq IICCCTT� SVP (IG�CTTF
IBASIN ID: 9 -- BASIN COMMENT:
' AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DURATION
(SQMI) (MI) (MI) (PCT) (FT/FT) (MIN)
� Page 4
'
r
' FIL. 1 HIST. ONSITE. SAVE AS OF MSTR DRNG.ChO
0.26 0.81 0.47 2.00 0.0628 5.00
� COEFFICIENT �OEFFICIENT
(REFLECTING TIME TO PEAK) (RELATED TO PEAK RATE OF RUNOFF)
0.156 0.273
� THIS BASIN USES TRADITIONAL DRAINAGE PRACTI�ES
FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS
' AREA RECEIVING AREA DIRECTLY CONNECTED
IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM
( DEFAULT ) ( DEFAULT )
a= 0.06 D= 0.04
' CALNLATED UNIT HYDROGRAPH
TIME TO PEAK PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF
' (MIN) (CFS/SQMI) (CFS) (AF)
13.95 915 .98 240.90 14.03
' WIDTH AT 50 = 33. MIN. WIDTH AT 75 = 17. MIN. KSO =0.26 K75 =0. 35
RAINFALL LOSSES INPUT W/ BASIN DATA
t MAX. PERVIOUS RET. =0.40 IN. MAX. IMPERVIOUS RET. =0.05 IN.
INFILTRATION = 3 . 16 IN./HR. DECAY = 0.00180/SECOND FNINFL = 0. 51 IN./HR.
TIME UNIT � TIME UNIT � TIME UNIT �
� HYDROGRAPH � HYDROGRAPH � HYDROGRAPH �
� � �
0. 0. I 50. 86. � 100. 20. I
' S. 104. � 55. 74. � 105. 17. �
10. 216. I 60. 64. � 110. 15. �
15 . 240. I 65. 56. I 115 . 13. �
20. 210. � 70. 48. � 120. 1 L �
, 25. 181. � 75 . 42 . � 125. 10. I
30. 158. � 80. 36. I 130. 8. �
35. 136. I 85. 3L � 135. 0. �
40. 115 . I 90. 27. I 0. 0. I
' 45 . 99. I 95. 23. I 0. 0. �
1 BASIN ID: 9 -- BASIN COMMENT:
' ''�""' STORM N0. = 1 ''`��''`�� DATE OR RETURN PERIOD = 5-YR
' INCREMENT TOTAL'` STORM''�` I IN�REMENT TOTAL'`
STOR"�1"''`
Trn+r o�rn���i i_ rvr'rcc wnnnco +nu � TT�+r n+Tn,c.i i rv�rcc
' HYDROGRAPH � - � - --- .. _ _ , _ � _ .. . . -_ ... � _ ..:
(CFS) (MIN.� (IN) PRECIP (CFS) I (MIN.) (IN) PRECIP
�
' II I
0. 0.00 0.000 0. I 80. 0.03 0.000
� Page 5
'
,
' FIL. 1 HIST. ONSITE. SAVE AS OF MSTR DRNG.ChO
18. �
� 5. 0.03 0.000 0. � 85 . 0.03 0.000
15. I
10. 0.05 0.000 0. � 90. 0.03 0.000
13. I
15. 0.12 0.000 0. I 95. 0.03 0.000
' 12. �
20. 0.21 0.000 0. I 100. 0.02 0.000
10. �
25. 0.34 0.041 4. � 105. 0.02 0.000
� 9 I
30. 0. 18 0.124 22. � 110. 0.02 0.000
7• I
35. 0.08 0.031 40. I 115. 0.02 0.000
� 6. I
40. 0.06 0.014 46. � 120. 0.02 0.000
6. I
45. 0.05 0.005 44. � 125. 0.00 0.000
t s I
50. 0.05 0.006 40. � 130. 0.00 0.000
4. �
55. 0.04 0.001 36. � 135 . 0.00 0.000
' 4 I
60. 0.04 0.001 32. I 140. 0.00 0.000
3. �
65. 0.04 0.001 27. � 145. 0.00 0.000
3. I
' 70. 0.04 0.001 24. � 150. 0.00 0.000
2. �
75. 0.03 0.000 21. I 155 . 0.00 0.000
Z• I
� " LE55 ANY WATER QUALITY CAPTURE VOLUME
i° INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW
' TOTAL PR KIP. = 1. 57 (1-HOUR RAIN = 1.36) EXCE55 PREQ P. = 0.223
INCHES
' VOLUME OF EXCESS PRECIP = 3 .13 ACRE-FEET
PEAK Q = 46. CFS TIME OF PEAK = 40. MIN.
INFILT.= 3 . 16 IN/HR DECAY =0.00180 FNINF = 0. 51 IN/HR
MAX. PERV.RET.=0.40 IN. MAX.IMP.RET.=0.05 IN.
,
�
t
'
'
� Page 6
,
�
' MSTR-HIST-Syr onsite 0NLY.sin
2 1 1 2
� 3 4
WATERSHED 1
ST. VRAIN DETENTION POND ROUTING
TRIBUTARY TO ST. VRAIN RIVER
50 0 0 5.0 1
' 6 206
8 208
9 209
' 0 Z06 212 3 1. 0.001 0.001 10.
0 208 213 3 1. 0.001 0.001 10.
0 213 110 3 1. 0.001 0.001 10.
0 110 111 1 70. 2256. 0.002 4. 4. 0.035 15.
' 0 209 111 3 1. 0.001 0.001 10.
0 111 214 1 70. 2452. 0.002 4. 4. 0.035 15.
0
' $
Z06 208 209 212 213 110 111 214 0 0 0 0 0 0 0 0
ENDPROGRAM
'
t
�
'
,
'
�
'
'
'
� Page 1
'
�
' MSTR-HIST-Syr onsite ONLY.sot
� URBAN DRAINAGE STORM WATER MANAGEMENT MODEL - 32 BIT VERSION 1998
REVISED BY UNIVERSITY OF COLORADO AT DENVER
' -�•'` ENTRY MADE TO RUNOFF MODEL '`�•��
ST. VRAIN DETENTION POND ROUTING
' TRIBUTARY TO 5T. VRAIN RIVER
ONUMBER OF TIME STEPS 50
OINTEGRATION TIME INTERVAL (MINUTES) , 5.00
' 25.0 PERCENT OF IMPERVIOUS AREA HAS ZERO DETENTION DEPTH
1
' ST. VRAIN DETENTION POND ROUTING
TRIBUTARY TO ST. VRAIN RIVER
' HYDROGRAPHS FROM CUHPF MODEL ARE LISTED FOR THE FOLLOWING 3 SUBCATCHMENTS
TIME(HR/MIN) 6 8 9
t0 0. 0. 0. 0.
0 S . 0. 0. 0.
� 0 10. 0. 0. 0.
0 15 . 0. 0. 0.
' 0 20. 0. 0. 0.
0 25. 1. 15. 4.
' 0 30. 9. 57. 22.
0 35 . 21. 69. 40.
' 0 40. 3L 59. 46.
0 45. 34. 47. 44.
' 0 50. 33. 37. 40.
0 55. 30. 28. 36.
t1 0. 27. 21. 32.
, � �c . �F ��
' 1 10. 22 . 1Z. 24.
1 15. 20. 9. 21.
, 1 20. 18. 7. 18.
1 25. 16. 5. 15.
� Page 1
'
'
' MSTR-HIST-Syr onsite ONLY.sot
� 1 30. 14. 4. 13.
1 35. 13. 2. 12.
1 40. 11. 0. 10.
' 1 45. 10. 0. 9.
1 50. 9. 0. 7.
' 1 55. 8. 0. 6.
2 0. 7. 0. 6.
, 2 5. 7. 0. 5.
2 10. 6. 0. 4.
� 2 15. 5. 0. 4.
2 20. S. 0. 3.
, 2 25. 4. 0. 3.
2 30. 4. 0. 2.
t2 35. 3 . 0. 2 .
2 40. 3. 0. 0.
� 2 45. 3. 0. 0.
2 50. 3. 0. 0.
' 2 55. 2. 0. 0.
3 0. 2. 0. 0.
, 3 5. 2. 0. 0.
3 10. 2. 0. 0.
' 3 15. 1. 0. 0.
1
' ST. VRF�IN DETENTION POND ROUTING
TRIBUTARY TO ST. VRAIN RZVER
' .vZOTIi INye�zr
cmC ci nocc rn�roopniv /ciipru�oc�
' GUTTER GUTTER NDP NP OR DIAM LENGTH SLOPE
HORIZ TO VERT MANNING DEPTH JK
NUMBER CONNECTION (FT) (FT)
(FT/FT) L R N (FT)
' 206 212 0 3 .0 1. .0010
.0 .0 .001 10.00 0
208 213 0 3 .0 1. .0010
� Page 2
'
,
' MSTR-HIST-Syr onsite ONLY.sot
.0 .0 .001 10.00 0
� 213 110 0 3 .0 1. .0010
.0 .0 .001 10.00 0
110 111 0 1 CHANNEL 70.0 2256. .0020
4.0 4.0 .035 15.00 0
209 111 0 3 .0 1. .0010
' .0 .0 .001 10.00 0
111 214 0 1 CHANNEL 70.0 2452. .0020
4.0 4.0 .035 15.00 0
OTOTAL NUMBER OF GUTTERS/PIPE5, 6
' 1
ST. VRAIN DETENTION POND ROUTING
' TRIBUTARY TO ST. VRAIN RIVER
, ARRANGEMENT OF SUBCATCHMENTS AND GUTTERS/PIPES
GUTTER TRIBUTARY GUTTER/PIPE
TRIBUTARY SUBAREA D.A. (AC)
� 110 213 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 136. 3
111 110 209 0 0 0 0 0 0 0 0 0
, 0 0 0 0 0 0 0 0 0 304.6
206 0 0 0 0 0 0 0 0 0 0 6
0 0 0 0 0 0 0 0 0 257.9
� 208 0 0 0 0 0 0 0 0 0 0 8
0 0 0 0 0 0 0 0 0 136.3
� 209 0 0 0 0 0 0 0 0 0 0 9
0 0 0 0 0 0 0 0 0 168. 3
Z13 208 0 0 0 0 0 0 0 0 0 0
, 0 0 0 0 0 0 0 0 0 136. 3
1
, ST. VRAIN DETENTION POND ROUTING
TRIBUTARY TO ST. VRAIN RIVER
� HYDROGRAPNS .�RE LISTED FOR THE FOLLOIt�ING 8 CONVFYANCE ELEMENTS
' THE UPPER NUMBER IS DISCHARGE IN CFS
THE LOWER NUMBER IS ONE OF THE FOLLOWING CASE5:
O DENOTES DEPTH ?.80�'E INVERT IN �EET
�c\ n�.inTcc cTno�rr ry n(-_rT [no ncTr��Trny nnn;� nrc('unor[r
t INQ UDES SPILLWAY OUTFLOW. �
(I) DENOTES GUTTER INFLOW IN CFS FROM SPEQ FIED INFLOW
HYDROGRAPH
(D) DENOTES DISCHARGE IN CFS DNERTED FROM THIS GUTTER
' (0) DENOTES STORAGE IN AC-FT FOR SURCHARGED GUTTER
TIME(HR/MIN) 206 208 209 212 213 110 lll
214
� Page 3
'
'
' MSTR-HIST-Syr OflSlt2 ONLY.SOt
� 0 5. 0. 0. 0. 0. 0. 0. 0.
0.
.0( ) .0< ) .0< ) .0( ) .0( ) .0( ) .0( )
.0( )
' 0 10. 0. 0. 0. 0. 0. 0. 0.
0.
.0< ) .0( ) .0< ) .0< ) .0< ) .0( ) .0( )
.0( )
' 0 15. 0. 0. 0. 0. 0. 0. 0.
0.
.0( ) .0( ) .0( ) .0( ) .0< ) .0< ) .0< )
' .00 )
0 20. 0. 0. 0. 0. 0. 0. 0.
0.
' .00 ) .00 ) .00 ) .00 ) .00 ) .00 ) .00 )
.0( )
0 25. 1. 15. 4. 1. 15. 0. 0.
' 0.
.0( ) .0( ) .0( ) .0( ) .0( ) .0( ) .0( )
.0( )
, 0 30. 9. 57. 22. 9. 57. 2. 0.
0.
.0( ) .0( ) .0( ) .0( ) .0( ) .1( ) .0( )
.0( )
� 0 35 . 2L 69. 40. 21. 69. 8. 2.
2.
.00 ) .00 ) .O< ) .00 ) .O( ) .2( ) .1C )
.0( )
' 0 40. 31. 59. 46. 31. 59. 17. 7.
7.
.00 ) .00 ) .00 ) .00 ) .00 ) . 3C ) .2< )
' .00 )
0 45 . 34. 47. 44. 34. 47. 23. 15.
15 .
� .00 ) .00 ) .00 ) .00 ) .00 ) . 3C ) .3C )
.0( )
0 50. 33. 37 . 40. 33 . 37. 26. 23.
' Z3.
0( ) 0( ) .0( ) .0( ) 0( ) .4( ) 3( )
.0( )
' 0 55. 30. 28. 36. 30. 28. Z8. 31.
31.
.00 ) OC ) OC ) OC ) OC ) . 4C ) .dC )
n� �
� 1 0. 27. 21. 32. 27. 21. 27. 37.
37.
.0( ) .0( ) .0( ) .0( ) .0( ) .4( ) S( )
, •oC )
1 5 . 25. 16. 27. 25 . 16. 25. 40.
40.
N Page 4
�
'
' MSTR-HIST-Syr onsite ONLY.sot
.0( ) .0( ) .0( ) .0( ) .0( ) .4( ) S( )
� �C )
1 10. 22. 12. 24. 22. 12. 23. 42.
42.
.0( ) .0( ) .0( ) .0( ) .0( ) .4( ) . 5( )
' •oC )
1 15. 20. 9. 21. 20. 9. 21. 43.
43.
' .0C ) .0C ) .0C ) .0C ) .0C ) .3( ) . 5C )
.0C )
1 20. 18. 7. 18. 18. 7. 19. 42.
' 42.
.0( ) .0( ) .0( ) .0( ) .0( ) .3( ) . 5( )
.0( )
' 1 25. 16. 5. 15. 16. 5. 17. 40.
40.
.0C ) .0C ) .0< ) .0C ) .0C ) .3( ) . SC )
.0( )
' 1 30. 14. 4. 13. 14. 4. 15. 38.
38.
.0( ) .0( ) .0( ) .0( ) .0( ) .3( ) . S( )
.0( )
' 1 35 . 13. 2. 12. 13. 2. 13 . 36.
36.
.0< ) .0( ) .0( ) .0( ) .0C ) .2( ) . SC )
� .0C )
1 40. 11. 0. 10. 11. 0. 11. 33.
33.
' .0 C ) .0 C ) .0 C ) .0 C ) .0 C ) .2 C ) .4 C )
.o( )
1 45. 10. 0. 9. 10. 0. 10. 31.
, 31.
.0C ) .0( ) .0( ) .0( ) .0( ) .2C ) .4( )
.0C )
' 1 50. 9. 0. 7. 9. 0. 8. 28.
28.
.0C ) .0C ) .0< ) .0C ) .0C ) .2( ) 4( )
.0( )
� 1 55 . 8. 0. 6. 8. 0. ?. Z6.
26.
.0< ) .0C ) .0( ) .0( ) .0( ) .2C ) .4C )
' oC ) , .
��
z o. o. �. o. c. z� .
� .0C ) .0( ) .0( ) .0C ) .0C ) .2C ) .4C )
.0( )
2 5. 7. 0. 5. 7. 0. 6. Z1.
' 21.
0C ) 0C ) .0C ) .0C ) .0< ) .2C ) . 3C )
.0( )
N Page 5
�
'
� MSTR-HIST-Syr On5ite ONLY.SOt
Z 10. 6. 0. 4. 6. 0. 5. 20.
� 20.
.O( ) .00 ) .00 ) .O( ) .00 ) .1C ) .3( )
.0< )
2 15. S. 0. 4. 5. 0. 5. 18.
' 18.
.0( ) .0( ) .0( ) .0( ) .0( ) .1( ) .3( )
.0( )
' 2 20. 5. 0. 3. 5. 0. 4. 16.
16.
.0( ) .0( ) .0( ) .0( ) .0( ) .1( ) .3( )
.0( )
, 2 25. 4. 0. 3. 4. 0. 4. 15.
15.
.0( ) .0( ) .0( ) .0( ) .0( ) .1( ) . 3( )
' .00 )
2 30. 4. 0. 2. 4. 0. 3. 14.
14.
' .00 ) .00 ) .00 ) .00 ) .00 ) .1( ) . 3C )
.0( )
2 35. 3. 0. 2. 3. 0. 3. 12.
12.
� .00 ) .00 ) .00 ) .00 ) .00 ) .1C ) .2C )
.0( )
2 40. 3 . 0. 0. 3 . 0. 3. 11.
� 11.
.00 ) .00 ) .00 ) .00 ) .00 ) .1C ) .2C )
.0( )
' 2 45. 3 . 0. 0. 3. 0. 3. 10.
10.
.00 ) .00 ) .00 ) .00 ) .00 ) .1C ) .2C )
.0( )
r2 50. 3. 0. 0. 3. 0. 2. 9.
9.
0( ) OC ) .00 ) 0( ) .00 ) .1C ) 2C )
' .00 )
z ss . z . o. a. z . o. z . s .
8.
� .00 ) OC ) OC ) OC ) .00 ) 1C ) . ZC )
.0( )
3 0. 2 . 0. 0. 2 . 0. 2. 8.
, 8.
.00 ) .00 ) .00 ) .00 ) .00 ) . 1C ) .2C )
0( )
' 3 5 . Z. 0. 0. 2. 0. 2 . 7.
7.
OC ) .00 ) .00 ) .00 ) .00 ) .1C ) .2C )
.0< )
' 3 10. 2 . 0. 0. 2. 0. 2 . 6.
6.
.00 ) .00 ) .00 ) .00 ) .00 ) .1C ) .2C )
N Page 6
�
'
' MSTR-HIST-Syr onsite ONLY.sot
.0( )
� 3 15. 1. 0. 0. 1. 0. 2. 6.
6.
.00 ) .00 ) .O< ) .00 ) .00 ) .1C ) .2C )
.0( )
, 3 20. 0. 0. 0. 0. 0. 1. 5 .
5.
.0( ) .0( ) .0( ) .0( ) .0< ) .1( ) .1< )
t .00 )
3 25. 0. 0. 0. 0. 0. 1. 5 .
5.
' .00 ) .00 ) .O( ) .00 ) .00 ) .1< ) . 1< )
.0( )
3 30. 0. 0. 0. 0. 0. 1. 5.
' 5.
.00 ) .00 ) .00 ) .00 ) .00 ) .1C ) .1C )
.0( )
' 3 35. 0. 0. 0. 0. 0. 1. 4.
4.
.0( ) .0( ) .0( ) .0( ) .0( ) .1( ) . 1( )
.0( )
� 3 40. 0. 0. 0. 0. 0. l. 4.
4.
.0( ) .0( ) .0( ) .0( ) .0( ) .1( ) . 1( )
� .00 )
3 45 . 0. 0. 0. 0. 0. 1. 4.
4.
.0( ) .0( ) .0( ) .0( ) .0( ) . 1( ) .1( )
� .00 )
3 50. 0. 0. 0. 0. 0. 1. 4.
4.
, .00 ) .00 ) .O< ) .00 ) .O< ) .lC ) .1C )
.0( )
3 55 . 0. 0. 0. 0. 0. 1. 3.
' 3.
0( ) .0( ) .0( ) .0( ) .0( ) . 1( ) .1( )
.0( )
' 4 0. 0. 0. 0. 0. 0. 1. 3.
3.
.0( ) .0( ) .0( ) .0( ) .0( ) .0( ) .1( )
.0( )
' 4 5. 0. 0. 0. 0. 0. 1. 3 .
� .
nr � nr � nr � nr � ni � nr � � i �
� .00 ) „ � _ , � " � . , � . , � -. ,
4 10. 0. 0. 0. 0. 0. 1. 3.
3.
' OC ) .00 ) .00 ) .00 ) .00 ) .00 ) . 1C )
.0( )
1
�• Page 7
t
'
' MSTR-HIST-Syr onsite ONLY.sot
� ST. VRAIN DETENTION POND ROUTING
TRIBUTARY TO ST. VRAIN RIVER
, '`"" PEAK FLOWS, STAGES AND STORAGES OF GUTTERS AND DETENTION DAMS "����
CONVEYANCE PEAK STAGE STORAGE TIME
� ELEMENT (CFS) (FT) (AC-FT) (HR/MIN)
208 69. (DIRECT FLOW) 0 35.
213 69. (DIRECT FLOW) 0 35.
' 209 46. (DIRECT F�OW) 0 40.
110 28. .4 0 SS.
111 43 . . 5 1 15.
206 34. (DIRECT FLOW) 0 45.
� 214 43. (DIRECT FLOW) 1 15.
212 34. (DIRECT FLOW) 0 45.
'
�
�
'
'
'
'
,
'
'
�• Pdge 8
'
�ea.C'o.io .. � � � .
�c. o.ae �� �
iso.e o.io . . � : � - � .
AC. 0.38
6
8
182 20�
7 222.4 O.M
D2 p� nc. osa .
75J 0.09 782 0.09 q r� �
nc. o.n ac. o.a� 1 .6 2. I 7 L
10
104
�� 41
E, 16 3
03 � 3 Zos.B o.43 h
��. o.so 105 (I
,�9 ose �
03 61 51 y
� os , —:-�—
�,
'�i
v
LEGEND
_,soo o ,so ,soo ,000 ST. VRAIN LAKES go 5�B_BAs�N
;� S�A�E pqp - =50o PROPOSED DRAINAGE 190 �oN�YAN�E
i� a�,,,aro.�9���„ , g SWMM ROUTING MAP 290 °'RE`T "°W,
CB�roll si Ldfl e" oEsicN aoiNr
� �:4e����J�Go�oeDo00(2Be�56
L
�ao��aeoovoa 390 DETENTION POND
'
' 100yeaT pToposed onsite ONLY, OFFSITE FOR DET POND 104 OVERFLOW.Chi
2St. Vrain 100-year Proposed
� 1100-year 100 2.65
70 7 1 5.6 6SUBBASIN= Cl
.7641.583.783� 2. .0121 .4 .0S 4.35.0018 .59
70 1 1 5."/ "]SUHBASIN= C2
.348 .783.3761 46."].0162 .4 .054.201.0018 .58
, '70 1 1 5.8 BSUBBASIN= C3
.251.7189.4449 2. .0116 .4 .054.369.0018 .591
70 1 1 5.10 10SUBBASIN= E1
.3231.021.4485 58. .018 .4 .053.479.0018 .532
70 1 1 5.13 13SUBBASIN= D3
' .217.5487.2235 41.9.0059 .4 .053.146.0018 .51
E
1
t
'
'
�
�
�
'
,
'
t
'
� Page 1
�
'
' IOOyear proposed onsite ONLY, OFFSITE FOR DET POND 104 OVERFLOW.cho
1 U.D.F.C.D. CUHP RUNOFF ANALYSIS EXECUTED ON DATE 5/78/2006 AT TIME 12: 1
� CUHPF�PC RELEASE 2A (32-BIT VER) SEPTEMBER 10, 1998
PAINT OPTION NUMBER SELECTED FOR THIS BASIN IS 7
ain 100-year Proposed
, BASIN IO: 6 -- BASIN COMMENT: SUBBASIN= CI
AREA LENGTH OF BASIN DIST TO CENTROID IMPERV. AREA SLOPE UNIT DUAATION
� (SQMZ) (MI) (M11 (PCT) (FT�FT) (MIN)
0.76 1.58 0."18 2.00 0.0121 5.00
COEFFICIENT COEFFICIENT
� (REFLECTING TIME PO PEAK) (RELATED TO PEAK RATE OF RUNOFF)
0.156 0.321
, THIS BASIN USES TRF�DITIONAL DRIiINAGE PRACTICES
FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS
AREA AECEIVING AREA DIRECTLY CONNECTED
IMPEAVIOUS DRAINAGE TO DRAINAGE SYSTEM
� ( DEFAULT 1 ( DEFAULT 1
R= 0.05 D= 0.04
CALCULAT5� UNIT riYDROGRAPH
' TIME TO PEAR PEAK RATE JF RUNOFF UNiT HYDROGRAPH PGAK VOLUh1E OF RONOPF
(MIN) �CFS/SQML (CFSI (AF1
52-5' �11?.'S 3?�1.96 40-?_
� WIDT5 AS 50 = "13. MIN. WIDSH A'L 95 = 38. MIN. K50 =0-27 K75 �0.36
RAINFALL LOSSc5 IN2O7 A:! BASIN DATA
MAX. PERVIOUS RET. =0.40 TN. MAX. IMPEAVIOUS RET. =0.05 IN.
� INPILTAATION = 4.35 IN./HR. DECP_Y = 0.00180�SECOND FNINFL = 0-59 IN-/HR.
TIME UNIT � TIME UNIT TIME U�7IT_
, HYDkOGRAPH I HY�ROGRAPH � HYDROGRAPH �
�I � �
0. 0. 110. 714. � 220. 26. �
5. 3�. 115- 106. I 225. 24. ,
� io i . ! �zo- >9, j zso. �s- .
15. 1H9. 125- 93. � 235. 21- I
20- _i0- Av ' 2d0- 20-
....- -55_ _.,�. 21. I ?,15- 19 �
30. ?1:. '� L¢�. ?5. I 250. 1-. I
' 90.. ....i. ��. �n_ ...� I 50- 1°. �I
is 1{.
50. ..,�. 160_ 50- � 290. 13. �
ss. zao. �� ies. ss. � zvs. iz. I
' 60. zz�. � no. si. zeo. iz. I
es. zis. � i�s. 4�. I zes. i2 I
_ _ ,_ �� �9=_ �
� a. :�. ��. ��_ i �on. �. �I
85. 59. I 195. 36. 305. 9.
90. 45- 200. 34. 370. d.
�_- . , J5. 32- 35. ].
ioo. iao. I zio- 30. j o. o. I
� ios. �zi.� I ���. za- !, o. � . I
1 5c.�:�: -n. aa.,=>i ccrn;azrr: stiee=s?tr- ^
� Page 1
'
'
' 100year proposed onsite ONLY, OFFSITE FOR DET POND 104 OVERFLOW.cho
**'* STOAM NO. = 1 "'** DATE OR AETURN PEAIOD = 100-yeaT
� INCREMENT TOTAL* STORM*' INCAEMENT TO'LAL* STORM+* �
TIME RAINFALL EXCESS ITYDROGRAPH TIME RAINFALL EXCESS ITYDROGRAPH �
(MIN.) (IN) PRECIP (CFS) � (MIN.) (IN) PRECIP (C6S) �
to. o.00 o.000 o. j ieo. o.00 o.000 ioa. II
s. o.oa o.000 o. � ies. o.00 o.000 9e. I
io. o.oe o.000 o. � iso. o.00 o.000 so. I
, is. o.iz o.000 o. I i9s. o.00 o.000 aa.
zo. o.zi o.000 o. zoo. o.00 o.000 �a. j
25. 0.37 0.022 1. 205. 0.00 0.000 73. �
30. 0.66 0.598 25. 210. 0.00 0.000 69. i
35. 0.37 0.313 81. � 215. 0.00 0.000 64. I
' 40. 0.21 0.158 159. � 220. 0.00 0.000 60. I
45. 0.16 0.113 238. � 225. 0.00 0.000 56. I
so. o.ia o.cez aoa. � z3o. o.00 o.000 sz. I
55. 0.11 0.05"/ 359. I 235. 0.00 0.000 49. I
60. 0.11 0.05? 391. � 240. 0.00 0.000 46. ''i
' 65. 0.11 0.�5"1 406. 245. 0.00 0.000 43. �
"]0. 0.05 0.�05 408. 250. 0.00 0.000 40. �
"15. 0.05 O.Oo5 398. 255. 0.00 0.000 37. �
80. 0.03 0.000 384. I 260. 0.00 0.000 35. I
� 85- 0.03 0-000 369. � 265. 0.00 0.000 33. �
90. 0.03 0.000 3-38. 2"]0. O.CO 0.000 31. I
95 0.03 0-000 }28. 275. 0.00 0.000 29. i
I
100. 0.03 C.000 3'J8. j 280. 0-0C 0.000 29.
705- 0.03 0-000 38�. 285. 0.00 0.000 25- �
� 110. 0.03 0.000 266. j 290. O.GU 0.�00 23 il
iis. o.os o-000 ?aa- � a9s. o.00 o.000 zz. I
110. 0.03 0.000 232. 300- 0-00 0.000 20.
�zs. o.00 a.000 u6. I 3os- o-oa o-aoo i9. ,
130. 0.00 0.�00 202. � 310. 0-00 0.000 18. �
� ias. o.00 o.000 ise. I 3zs. o.00 o.000 v- I
� iaa. o.00 o.000 ns. szo. o.00 o.000 ie. I
i�s. o.00 o-oao ioa. 3zs. o.00 o.000 is.
150. 0.00 0-000 154- 330. 0.00 0.00� 14.
155. 0.00 0.000 144- 335. 0.�0 0.000 13.
� ieo. o.00 o-000 zaa. j sao. o.00 o-000 v. II
ies. o.00 o.000 iae. i aas. o.00 o.000 s.
no. o.00 o.000 ii�. 3so. o.00 o.000 3. I
I
1�5. 0.00 0-000 ll0. I 355. 0.00 0.000 2. 'i
� * LESS RN'? WATER QUALITY CAPTUAE VOLUME
* INCLUDES ANY WATER QUALTTY CAPTllRE VOLUME RELEASE FLOW
� POTAL PRECIP_ = 3.06 (l HOI�P kAIN = 2.65J EXCESS PRECIP. = 1.468 INCHES
OCLLJMe OG ESCESS PHECI? a-80 ACRF_ FGGT
P�P_K O = -109. . . . -Ci[lE (:. ,cp.4: _ ->- •4Tu.
INFILT.= 4-35 LV!HF DGC:+f =0.00'_8C FCII[1F - C-5`J _:d/HR
' L U.C F "l CL'HP o�R.4FF,�. -I ,':.I� � RxFf7TF.D 'll ��Tr.,� , '�qi2pn5 ��t SI"4�' 1g. 1
C[I"dPF/FC RELEASE 2A G2 BIT `.'LRj SGPTGMHEF 10, 1998
, PRINT OPTION NUMBER SELECTED FOR THIS BASIN IS "1
� BA3IN *D: ? � � 9 C1� f'O14MFCIT: SU9BASIN_ C2
�.Rcd . .7.=:� OF 9 �.,'".I L ., "G:I .J1U II^.� . .�.FE? �LOF£ UI-�'i CJP.ATT_G."1
ISQMII IM17 (MI) (PCT) (FT/ET) (MIN7
� ,, .n_ 0.�8 0_35 d5-"]0 !7-015? 5.00
C0EF31CicNT COEFFICIENT
(REFLECTING TIME TO PEAK) (RELATED TO PEAK RATE OF RUNOFF)
'• Page 2
,
'
� 100year proposed onsite ONLY, OFFSITE FOR DET POND 104 OVERFLOW.cho
� 0.090 0.505
TffiS BASIN USES TRADITIONAL DRAINAGE PRACTICES
FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS
AAnA AECEIVING AREA �IRECTLY CONNECTED
' IMPERVIOUS DRAINAGE TO DRAINAGE SYSTEM
( DEFAULT ) ( DEFAULT )
R= 0.21 D= O.B3
CALCULATED UNIT HYDROGRAPH
, TIME 70 PEAK PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF
(MIN) (CFS�SQM17 (CFS) (AF)
10.56 2411.51 839.21 18.56
� WIDTH AT 50 = 12. MIN. WIDTH ?.T 75 = 6. MIN. K50 =0.35 K]5 =0.45
RAINFALL LOSSES INPUT W/ BASIN DATA
� MAX. PERVIOUS RET. =0.40 IN. MAX. IMPERVIOUS AET. =0.05 IN.
INFILTP,ATION = 4.20 IN./HR. DEC11Y = 0.00180/SECOND FNINFL = 0.58 IN./HR.
� TZMe axiT rzme u[�rT I 'rrme un�rT I
HYDROGRAPH �I HYDAOGRAPH HYDROGRAPH
0_ 0. � 25. 234- � 50. 29. �
� s. ze3. I �o. iaa- ss. is.
io- e3z_ rs. 9n- �I ;n 9. I
is. sse. aa. s�_ 'i es. o. i
20. 391. 45. n, . . 0. ... ',
� 1 B9SIN ID: 7 - - BASIN COMMENS: SUBBASrN� C2
**** STORM N0. = 1 **** DATF, OR RETURN PERIOD = 100 year
� INCkEMENP TOTAL* STORM`* � INCREMENT TOTAL* STORM**
TIME RAIPIFALL EXCESS ITYDROGEAPH TIME R?SN5ALL EXCESS ITYDROGRAPH �
� (MIN.) (IN) PRECIP (CFS) � (MIN.) (IN) PRECIP (CFS) I
o- o.00 o-oao o. � ao. o-o� o.oiz i4z- �I
5. 0.03 0-000 0. I B5. 0-OS 0.012 101- �
� 10. �.OB 0-021 0. � �J- �.-i 0.011 T
is. o.iz o.o4s �o I 9s. o oa o.oiz ss. �I
zo- a.zi -o�e ioo- -oiz �� '
,.... �. . . . . ...-i . . .. � .'.�.S. . . . .�._._.. .il. .
30. Q.6ti �,.313 Jp5. � llp. >_ O.n12 3?. .
� 4] ).21 .,. _N � �.. . � _. 13 p nl? �1 .
;� ] ;�]]
50- 0.13 0-1G3 551_ 'i 130- 0-0", 0.000 19. i
55. O.11 0.0�"1 446. 135. 0.00 0.000 12. j
' 60. O.11 0.099 360. � 140. 0.00 0.000 8. �
65. 0.11 0.0"]9 305. 145. 0.00 0.000 5. �
..,. �. i� ' _-, .'. � . . . , .. 9. . . _ _.
� * LESS Pd IATEP QOALI':Y CAP UFE ]OLI,MF
* IHCLUu .u�'" '1?.TER QU?.LIZ �PTORB - IU-I , ?:.G_,SE FLOv]
� TOTAL PRECIP. = 3-06 (1-HWR PAIN - ,-�51 E%CESS PP.ECIP. = 2.09�3 IPiCHE5
VOLUME OF EX�GSS P4ECIP `-C�E�c �
c
PEAR Q = 78�. CFS TIME OF PEAK = 40. MIN.
� INFILT.= 4.20 IN�HB OECAY =0.00180 FNINF = 0.58 IN�HR
Page 3
,
'
' 100year proposed o�site ONLY, OFFSITE FOR DET POND 104 OVERFLOW.cho
MAX.PERV.P.ET.=0.40 IN. MAX.IMP.RET.=0.05 IN-
1 U.D.F.C.D- CUHP RUNOFF NIALYSI5 EXECUPED ON G?PE 5/18/2006 AT TIME 12� 1
� CUHPFIPC RELEASE 2A (32-BIT VER) SEPTEMBER 10, 1998
PRINT OPTION NOMBEF: SELECTED FOR THIS BASIN IS
ain 100-year Proposed
, BASIN ID: 8 -- BASIN COMMENT: SUBBASIN= C3
' AREA LENGTH OF BASIN ❑IST TO CENTROID IMPERV. ARE'?. SLOPE UNIT DURATION
(SQMI) (MI) (MI) (PCT) (FT/FT) (MIN)
0.25 0."12 0.44 2.00 0.0116 5.00
, COEFFICIENT COEFFICIENT
(REFLECTING TIME TO PEAK) (RELATED TO YEAK RATE OF RUNOFFI
0.156 0.2"/l
' THIS BASIN USES TRADTTIONAL DRAINAGE PRACTICES
FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS
AREA AECEIVING AREA DIAECTLY CONNECTED
IMFERVIOJS DR�.INAGE TO DP,AINAGG SYSSEM
� ( �EFA.ULP ) ( DEFAOLT )
= O.G'o D= O.Od
CALCULATED UNTT HYDROGRAPN
� TZME TO PF.AK PEPK 2ATE OF RUNOFF UI�IT RY�ROGRnpH �.'EA[< VOLOMH OF P.U60FF
(MINI fCFS/SQMI) (CFS) (AF)
18.2�1 661.95 166.15 13.39
' WI�TH A1' 50 = 45. MIN. WIDTH AT "]5 = 24. MIN. K50 =0.24 K"15 =0.33
� RFINF';ALL LOSSES INPOT W/ H?.SIN DATP.
' MAX. PEP,'JIGUS RG'I'. =0.40 IP7. MAX. IMPERb'IOUS PET. =0.05 IN.
INFILTRATIOPI = 4.3' IN./HR. DECAY = 0.00180/SECON� FNINFL = 0.59 IN./HR.
TIME L1NIT I TIME UNIT � TIME UNIT �
� HYDROGRAPH � ,9YDROGRAPH � NYDROGRAP9 '',
il I
0. 0. � 60. �2. i 120. 21- �.
5. »d. I 55- - - �. 125. 19. .
65
� 10_ 119. I "10. 58_ � 130. 19_ ,
15. 1��. i5. 53 535. 16-
20- ' . ,. A0. =8- iA��.
�-5 �
�5. 1-19_ I 85_ 43. � :�4F_ 13.
' 35. 1'�. !I 95. i5_ � -c. �1..
40. 111. il0 1J-
45. 1]0. 1J5. ..,. . �65. .. .
so. as. I iio. ze. � i�o. a. j
� ss �s. I iis zn � ns. o. �
. - '_�� --.. - �:.�_ ._r,._,�� ._�-�-__ -_
� �"" STORM td0. = 1 '*" DAT5 Ok RG2UkN PEP.I6D = iOU�:ear
IN^REI4S9: . _.-_ 3TOAM** � lf]C3E[dEN� TOTAL' o?G�74'*
� +
' TIME RAINEBLL F{C SS ITYDROGRP.PH TTMF, R?.INF.ALL EXCESS HiDP.OGHAPY. ��I
(MIN. ) II]' F�3. ' ;CFS1 I �^ ' ;I9; r@cCIo (CFS)
� Page 4
�
'
' 100yeac proposed onsite ONLY, OFFSITE FOR DET POND 104 OVERFLOW.cho I
�. 0.00 0.000 0. I 110. 0.03 0.000 7"/.
5. �.03 0.000 0. I 115. 0.03 0.000 69. I
� io. o.os o.000 o. I izo. o.oa o.000 ez. I
15. 0.12 0.000 0. 125. 0.00 0.000 56.
20. 0.21 0.000 0. 130. 0.00 0.000 51. �
25. 0.37 0.022 1. 135. 0.00 0.000 46.
30. 0.66 0.598 31. I 140. 0.00 0.000 42. �
, 35. 0.3� 0.313 90. IIII 145. 0.00 0.000 38. i
40. 0.21 0.158 144. 150. 0.00 0.000 34. �
45. 0.16 0.113 176. 155. 0.00 0.000 31. �
50. 0.1's 0.082 186. 160. 0.00 0.000 28.
55. 0.17 0.05"] 184. 165. 0.00 0.000 25. �
' 60. 0.11 0.05� 161. � 1'70. 0.00 0.000 23. I
es. o.ii o.os'r v�. � vs. o.00 o.000 zi' I
70. 0.05 0-004 169. � 180. 0.00 0.000 19.
75. 0.05 0.005 156. � 185. 0.00 0.000 17. I
80. 0.03 0.000 142. � 190. 0.00 0.000 15. I
t 85. 0.03 O.OOG 128. � 195. 0.00 0.000 14.
90. 0.03 0.000 115. I zoo. o.o0 0.000 e. I
95. 0.03 0.�00 104. 205. 0-00 0.000 5.
100. 0.03 0.000 94. � 210. 0.00 0.000 4. �
ios. o.os o.oeo es. zis. o.00 o.000 z. ,
' *' LESS ANY WATER Q[7ALITY CAPTUAE VOLUME
' INCLUDES ANY WATER QUALITY CAPTURE VOLUME RELEASE FLOW
� TOT?L ?RECIP. = 3-06 I1-HOOA RAIN = 2.6S) EXCESS PRECIP. = 1.466 I�ICHES
VOLJME OF EXCESS PRECIP = 19.63 ACRE-FEET
PEAK Q = 186. Cc^S T7ME OF PE9K = 50. MIN.
� IRFIL'I.= 4.3� LN/HR DECAY =0.00180 FNINF = 0.59 IN/HP.
MAX.PERV.RET.=O-?0 IN- MAX.IMP.PET.=0.05 IN-
I U-D.F.C.D. CUHP kUNOF'F ?1vALYSI5 EXECUTED ON J�TE Sj1�/2606 AT TI[�G 1L: 1
CUHPF/PC RELEASE 2A i32-6i'P VER) SEPTEMBER 10, 1998
'� PRID]T GPTION NUMBEA SELECTED FOR THIS eA5IN IS 7
ain 100-vear Froposed
' BASIN ID: 10 -- eASIN COMMENT: SUBHASIN= E1
AAEA LENGTH OF 3ASIPd DIST TO CENTROID IMPEAV. AREP. SbOPE ONIT DURATION
(SQMI) (MI) (MI) (PCT) (FT/FT) (MIN)
' 0.32 1.02 0.45 58.00 0.0180 5.00
COEFFICIENT COEFFICIENT
� iRSFLECTIi�G -IIME 'LO PEAK) (RELA'lEll '1'0 P6PK RATF OF RUNOeF7
]JS
TkiS B?SI[d U�ES 'C°nCI=_JIIAL DFrSNAGF. PFACTICES
� F@AC �d J= P5�JIOU5 FRFC?S�N �F IMF J[IS
AF" '__CE�'.I[1G �RE2 D�RE�:..1 �.,CI] C'L'cI7
IfdPGkS^OUS CPaINP_GE TO DRP.IN�.GE S'iSTEM
( DEFAULT ) ( DEFAULT J
, R= 0.25 - "..-... . . ' D 0 89
7I.1 � _G �EFI _ .:- ic07iG.b „iCIT h u . -'=F.. -� . 'JOi,O� � OF k0:1vL_
' !MS[7J C''.` /SOMI1 (CFS1 (nF,
ii-'� -- �a �9-.-..
� NI�TH :,T 50 . "I=I . 'dIJTH AT �5 6. MiLI. F50 =0.35 E%5 =0.d5
9�1� . 1 ..C�..�.E ��FUT � % 9.'-SITJ �
MAX. PERVIOUS RET. =0.40 IN. MAX. IMPERVI005 REP. =0.05 IN.
�• Page 5
'
'
' 100year proposed onsite ONLY, OFFSITE FOR DET POND 104 OVERFLOW.cho
INFILTRATICN = 3.48 IN./HR. DECAY = 0.00180/SECOND FNINFL = 0.53 IN./HR.
� TIME UNIT � TIME UNIT II TIME UNIT II
HYDBOGRAPH I HYDROGRAPH I HYOROGRAPH I
' 0. 0. I 25. 235. 50. 21. I
5. 181. � 30. 146. II 55. 13.
10. 724. � 35. 90. I 60. 8. �
15. 606. � 40. 56. � 65. 0. �
20. 380. � 45. 35. � 0. 0. �
' 1 BASIN ID: 10 -- BASIN COMMENT: SUBBASIN= E1
' **"'* STORM N0. = 1 *•** DATE OR RETURN PERIOD = 100-year
INCREMEPIT TOTALt STORM" � INCREMENT TOTAL' STORM** I
TIME RAINFALL EXCESS ITYDROGRAPH I TIME AAINFALL EXCESS ITYDAOGRAPH I
� (MIN.) (IN) PRECIP (CFS) � (MIN.) (IN) PRECIP (CFS)
�
o. o.00 o.000 o. j so. o.oa o.ois isz. j
� s. 0.03 0.000 0. I ss. 0.03 o-oie zii. I
10. 0.08 0_029 5. 90. 0.03 0-016 81.
15. �.11 0.060 31. 95. 0.03 0.016 64.
20. 0.21 0-10-k "]9. 100. 0.03 0.016 >4.
zs. o.,, o.z�s iea. I �os. o.os o.oie aa. I
� so �_66 o.si9 3az. iio. o.o� o.oie as
35 0.339 r16. �I, i15- 0-03 0.016 43
�10 ?1 0-1fi5 983. � 120. 0.03 0_016 42.
4� �.�0 0.140 �80. '_25. 0-00 0.000 38. j
50_ ,_... 0.109 558- 130. 0.00 0.000 26. �
� 55. O.11 0.084 450. � 135. 0.00 0_000 16. �
60. O.11 0.084 363. � 140. 0.00 0.000 10.
65. f. Li 0.084 305_ � 1d5. 0.00 0.000 6- �I
70. �.OS 0-OS3 260. � 150. 0.00 0.000 4- I
75. 0.05 O.Oea 200. �� 155. 0.00 0.000 2- �
� * LE55 ANY S9ATER QUALSTY CAPTURE VOLOME
' INCLUDES .AC1Y WATER QUALITY CAPTORE 40LUME RELEASE FLOW
� TOTP.L PRECIP. = 3.06 (1-HOUR RAIN = 2.651 EXCESS PRECIP. = 2.293 INCHES
VOI�CMG CP �YCESS PPECIP = 39.50 F1CP.E-FEES
PE'AY f2 = �83. CFS TIME OF PEAK = 40- MSN-
� IICI T.= la iY�H2 DECP: u.00180 ECiINF - 0 Ss IN/HA
MAk PERV P P- 0-i0 iN_ MA,{.ZMP.RET 0.05 IN
1 O.D F �U F LNOF'e ..[I �� � SIG SYECOTSO I DnTG �/18�2006 AT 'PIME 12: 1
CJHc[';e_ ?.F:LBnSE '-. 32 E?, '/EP! SEP'iEMPEH 17. '.999
� PRIVP iP7IO[i 1 14BEk? S�i T�0 F-P THIF_ 9?5IN IS �
ain 100-_�.er Proposed
� BASIN I➢: 1≥ -- BASIN COMMENT: SUBBASIN= D3
„P�`-. ^r-� .._ .,�_� . , _� ,,.;ITc i; irn ' _?�.-.c �-"u_:_ �rr � r-.�-=^!1
��lii .u:. Jii. � _. . _, -., did;
� 0-Z2 0.55 0.22 d1.i0 J.�0059 5.00
COEFFICIEIST COEFFICIENT
� �F�F�ECT?D1G iiMG "ID ?EAYi (RELNSED "LO PEAK RATE OF &UNOE6'�
J.i3"_
THIS 9ASIN i�5E� TRADITION?.L DRAINAGE PRACTICES
'• Page 6
,
'
, 100year proposed onsite ONLY, OFFSITE FOR DET POND 104 OVERFLOW-cho
FRACTION OF PERVIOUS FRACTION OF IMPERVIOUS
� AREA RECEIVING AAEA �IRECTLY CONNECTED
IMP5RVIOUS DRAINAGE TO DAAINAGE SYSTEM
( �EFAULT ) ( DEFAULT )
R= 0.20 D= 0.81
CALCULATED UNIT HYDROGRAPH
' TIME TO PEAK PEAK RATE OF RUNOFF UNIT HYDROGRAPH PEAK VOLUME OF RUNOFF
(MIN) (CFS/SQMI) (CFS) (AF)
' 9.44 2384.53 51"1.44 11.5"/
WIDTH AT 50 = 13. MIN. WIDTH AT 75 = �. MIN. K50 =0.35 K95 =0.45
RAINFALL LOSSES INPUT W/ HASIN DATA
t MAX. PERVIOUS R�T. =0.40 IN. MAX. IMPERVIOUS RET. =0.05 IN.
INFILTRATION = s-15 ?N./HA. DECAY = 0.00180/SECOND FNINFL = 0.51 IN./HR-
, TIME UNIT � TIME UNIT III TIME UNIT I
HYDROGRAPH � HYDROGRAPH HYDROGRAPH �
0. 0- �I 25. 136- � 50. 16. �
� s. zse. �I 30. se �I ss. to. I
10. SL-0- ' 35. 60. 0.
15. 3i3. I 40. 3"1. � 0. 0.
20- 210. I, d5. 2§. 0. 0- �
� 1 BAS?D1 ID- 13 - BASIN COMMENT- SUABASiN= �'s
� "**" STORM N0. = 1 **** DATE OR RE'IURPI PERIUD = 100-year
� INCRFMGNT TOT,AS* STORM*' � INCREMENT TOTAL* S1'ORM'* I
TIME RAINFALL EXCESS H'iDROGRAPH TIME RAINFALL EXCESS ITY�POGAAPH I
� (MIN.) (IN) PRECIP ICFSI � (MIN.) (IN) PAECIP (CFSI �
i
0- 0.0�� 0-000 0. I �5- 0.05 0.02"1 1I8.
�
5. 0.0] 0.000 0. I 80. 0.03 0.011 R"1. I
� io. o.oe u.ois s. I es_ o.os o.oii s9. I
75. 0.12 0.039 19. 90. 0.03 0.011 43. I
20- �?1 O.C68 d3 °5 0.03 0.011 �
25- �.3� 0.212 106. � 100- 0.0? 0.011 22. �i
� S�_ c. �! !? 300. JS- 0 V3 0.011 2d. �
35. 0-3 0 i5 494- �I 10- 0 03 0.011 ?2.
9 1 _31 -I8� I _15- �.03 0.011
�Fs. ,__- . ._"_ .OS_ ____ 0_n: O.n?1 _ .- �
50- 0__�? n .^+ 335_ I ..._- 0.00 0_000 16. I
� 0'0 J. t ) 2 J. , ,. ?0 � On-' � : I
1 0_ J �i,..�
�0 C_..� .. __ . 158. I .- � 00 0 000 n. �
' ** LESS ANY WATER QUALITY CAPTURE VOLUME
* iNCLUDE5 ANY WATER QUALITY CAPTURE VOLUME RELEAS^n FLOW
� TOT�I PP IP _ -�6 �1-HOr1R A1N = � 57 5'<.CESS PRFCTP_ = 2.10? IC1CF.�'S
V0 JMB CF E �E '� F_E� IP = d 7 ��.CP. F'�6.
FE.. � ] iIME C F :�K F13..
� - �"��
INFILT.= 3.15 IN/HR DECAY =0-00180 FNINF = 0.51 IN/HR
:-0?X.PcP'C.'E'T--O.-I� I[]. MP.Y..?M?.R�T-=0.65 �N.
'
'• Page 1
,
�
' 100prop ONLY, OFFSITE FOR DET POND 104 OVERFLOW.sin
2 1 1 2
3 4
� WATERSIiED 1
ST. VRAIN DETENTION POND AOUTING
TRIBUTARY TO ST. VRAIN RIVER
50 0 0 5.0 1
1 6 201
' 1 7 ll2
1 8 182
1 10 1002
1 13 1032
' 0 182 201 0 2 5.0 1542. 0.011 0.0 0.0 0.016 5.0
0 201 162 0 3 0.0 1. 0.020 0.0 �.0 0.016 10.0
0 162 163 0 4 25.0 3435. 0.005 4.0 4.0 0.035 3.0
45.0 3435. 0.005 4.0 4.0 0.035 50.0
0 172 104 0 3 0.0 1. 0.020 0.0 0.0 0.020 10.0
' 0 104 41 B 2 0.1 10. 0.001 0-0 0.0 0.035 0.1
0.000 0.0 0.100 19-2 4.320 22.1 10-190 24.9
16.330 2"/.5 22.640 29.8 29.120 32.0 35.�90 34.0
0 1032 106 0 3 0.0 1. 0.020 0.0 0.0 0.020 10.0
' 0 106 61 2 2 0.1 10. 0.001 0.0 0.0 0.035 0.1
0.000 0.0 23.000 11.0
0 61 105 0 3 0.0 1. 0.020 0.0 0.0 0.020 10.0
� 0 1002 1�5 0 3 0.0 1. 0.020 0.0 0.0 0.020 10.0
0 105 51 2 3 0.1 10. 0.001 0.0 0.0 0.035 0.1
0.000 0.0 35.500 43.0
, 0 _
1&
ll2 101 ll 142 10� 21 192 103 il 17' 109 il
1002 105 51 1032 106 61
ENDPROGR.AM
�
,
�
,
�
'
'
'
�• Page 1
�
'
' 100piop ONLY, OFFSITE FOR DET POND 104 OVEAFLOW.Sot
� URBAN DRAINAGE STORM WATER MANAGEMENT MODEL - 32 BIT VERSION 1998
REVISED BY UNIVEASITY OF COLORADO AT DE[SVER
**� ENTRY MA�E TO RUNOFF MO�EL ***
' ST. VRAIN DETENTION POND AOUTING
TAIBI7TARY TO ST. VRAIN RIVER
' 0NUMBER OF TIME STEPS 50
0INTEGRATION TIME INTERVAL (MINUTES) , 5.00
25.0 PEftCENT OF IMPERVIOUS AREA HAS ZERO DETENTION DEPTH
1
� ST. VRAIN �ETENTICN POND HOUTING
TRIHUTARY TO ST. VRAIN RIVER
' HYDROGRAPHS FROM CUHPF MO�EL ARE LISTED FOR THE FOLLOWING 5 SUHCATCRMENTS
� SIME(HA�MIN) 6 9 8 10 13
0 0. D. 0. 0. 0.
o _- o. o- o. o. a-
� o io. �- o. o- s- s.
0 15- 0. 30. 0. al. 19.
� 0 20. 0. 92. 0. 99- �13.
• 0 25. 1. 155. 1. 1�oE. 106.
0 3�. 25. 405. 31- 381. 300.
� 0 35- 91. 962_ 90. 716- 494.
0 40. 159- 78Z 144. 783- 982.
, 0 45. 23"s. 6'2. 1"]6. 680. 406.
0 50. 3D8- 551. 186- 556. n35-
� J �5. o5S- 3i6. 10-4. iS0- 2�2.
1 0. 3J_- 360. 181- 363.
1 �. 106- 305. 17":. S05. 192-
� 1 ?0, d0fl_ 255. 159. ?Sn. 15d.
1 15. >9ii. '_90. 156. 2'�0. P_8.
� 1 20. 384. 142. 142. 152. 87.
_ bG. �-Id- 'i . 1?5. ,,:- i3 .
� _ 35. o�... 56. 10�. 6d. n3.
1 40. 308. 4"]. 94. 54. 2d.
, 1 }5. 2A'. 41. 85. #8. 24 .
1 50- 260. 3Z . i- 45- 22.
'• Page 1
'
1
� 100prop ONLY, OFFSITE FOR DET POND 104 OVERFLOW.sot
1 55. 248. 35. 69. 43. 20.
� 2 0. 232. 34. 62. 42. 20.
2 5. 216. 30. 56. 38. 16.
2 50. 202. 19. 51. 26. 10.
' 2 15. 188. 72. 46. 16. 'J.
2 20. ll6. 8. 42. 10. 4.
' Z 25. 164. 5. 38. 6. 3.
2 30. 154. 3. 34. 4. 2.
2 35. 144. 2. 31. 2. 0.
' 2 40. 13J. 0. 28. 0. 0.
2 45. 126. 0. 25. 0. 0.
' 2 50. 11'. 0. 23. 0. 0.
2 55. 110. 0. 21. 0. 0.
' -S 0- 103. 0. 19. 0. 0-
5- 9ti. 6. 17. 0. 0.
� 10- 90. 0- 15. 0. 0-
� � 15- Hd. 0- 14. 0- 0.
3 2�. ��8. 0. 8. 'J. 0.
� 3 25- 73. 0. 5. 0. 0.
� 3 30. 65. 0- d. 0. 0-
3 s5. 6-1. 0. 2. 0. 0.
' 3 40. 50. 0. 2. 0. 0.
3 }5- 56. 0- 0. 0- 0.
� 0 50_ "_.?. 0- 0. 0. �.
55. aE. 0. 0- 0. 0.
� � „_ .;. 3. a. J_
s �_ J. o
1 10. �i _ .. 0_ ]. ..
'
ST. VRAIN DETENTICN POND ROUTING
' TRIBUTAAY TO ST. VRAIN RIVER
-':I7"iH .=P_: '1'�N: o'i0Pn5
� 0�- pB.aNN�SOPCi?P,?
-U TEP_ OTTCF CIfJ2 C]P OR DIAP1 I.,^cNGiH � LOPE hORIZ TO VERT
�.I] L LE : . '_
NUMBER COHNECiION (FT) (NTI fFT/FTI L R
� :d JT� . . _ _ . . , .:
122 � �'PS n.0 15-t? �117 .0
016 0.00 0
201 162 0 3 .0 1. .0200 .0 .0
,• Page 2
'
'
' 100pYop ONLY, OFFSSTE FOR DET POND 104 OVERFLOW.sot
.016 10.00 0
162 163 0 4 CHANNEL 25.0 3435. .0050 4.0 4.0
� .035 3.00 0
OVERFLOW 45.0 3435. .0050 4.0 4.0
035 10.00
1"12 104 0 3 .0 1. .0200 .0 .0
.020 10.00 0
� 104 41 B 2 PIPE .l 10. .0010 .0 .0
035 10 0
RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW
.0 .0 .1 19.2 9.3 22.1 10.2 24.9 16.3
27.5 22.6 29.8
' 29.1 32.0 35.8 34.0
1032 106 0 3 .0 1. -0200 .0 .0
.020 10.00 0
106 61 2 2 PIPE .1 10. .0010 .0 .0
035 1G 0
' RESERVOIP. STORAGE IN ACAE-FEET VS SPILLWAY OUTFLOW
.0 .0 23-0 11.0
61 105 0 .0 1. .0200 .0 .0
.020 10.00 0
1002 105 0 a .0 1. .0200 .0 .0
' .020 10.00 0
105 51 2 2 PIPE .1 10. .0010 .0 .0
035 10 0
RESEP,VOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLOW
' .0 .0 35.5 43.0
OTOT.AL D]Uh1AF.R OF GGTTEFS/PIPES, 10
1
� ST. VRAIN OETENTION POND RO[ITING
TNIBU'LPF_`! TO S'L. VkAIN RN[k
, ARAANGF.MGNT OF SUBCATCHMENYS AND GUTTERS/PIPES
� GUTTFR TRiBU1'P.R`( GliTTER/PIPF. TRI9UTP_RY SUBAREA
�.A. (AC)
' 61. 106 0 C 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 138.9
104 192 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 G 222.?
, 105 61 1002 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 n p 345-6
� _��� _���_ � � � � � � � o � �� �� 0000
D 0 0 0 138-9
'_53 ___ p g n � _ , _ - _ .. .. i, n 9 0
0 0 _ U 5-k9.5
� .' �." _ __. . , > _ 0 . U . � . 0 9 0 .,
182 0 0 0 0 0 0 0 0 0 0 8 0 0 0 0 0
, 0 0 0 0 160.6 . . .. : . . . .. .. .
� 1002 0 0 0 0 0 0 Q 9 0 0 10 0 0 C 0 0
G U i J'o —
1032 0 0 0 0 0 0 0 0 0 0 13 0 0 0 0 0
� 0 0 0 0 L3'+3.9
1
ST. VRFIN �ETEC14i0N POND ROUTING
'• Page 3
'
'
� 100prop ONLY, OFFSITE FOR DET POND 104 OVERFLOW.sot
TRIBUTARY TO ST. VRAIN RIVER
� HYDAOGRAPHS ARE LISTE� FOR THE FOLLOWING 18 CONVEYANCE ELEMENTS
THE OPPER NUMBER IS DISCHARGE IN CFS
' THE LOWER NUMBER IS ONE OF THE FOLLOWING CASES:
( 1 DENOTES DEPTH ABOVE INVERT IN FEET
(S) ➢ENOTES STORAGE IN AC-FT FOR DETENTION DAM. �ISCHARGE INCLUDES SPILLWAY OUTFL0W.
(I) DENOTES GUTTEA INFLOW IN CFS FROM SPECIFIED INFLOW HYDROGRAPH
' (D) DENOTES DISCHARGE IN CFS DIVERTED FROM THIS GUTTER
(O) DENOTES STORAGE IN AG FT FOR SURCHARGED GUTTER
TIME(HR/MIN) ll2 101 11 142 102 21 192 103 31
112
� 104 41 0 0 0 0 1002 105
o s. o. o. o. o. a. o. o. o. o.
o.
_o� � .o( � .o( 1 .o( ) .o( � .o( � .o( ) .o( ) .o� �
� o( )
o. o. o. o. o. o. o. o.
_o�s� .o� 7 .o� 7 .o� 7 .o( > -o� 7 .o� � .o(s)
, o io. o. o. o. o. o. o. o. o. o.
6
.0( ) .0( 1 .0 1 ) .0( ) .0( ) -0( 1 .0( J -0( J .0 ( 1
p� I
t �. 2. G. . . 0. 0. b. 5. 0.
.o(si o-� � -oi � .o� � oi � -ot � .o�s)
0 15. U. 0- 0. 0. 0. 0- .,- 0- 0.
� 30.
.0( ) -0( 1 .0 f ) .0( ) -0( ) -0( ) -0( ) .0( ) .0( )
0( )
15. 15. 0. 0. 0. 0. 31. 0.
� .i�s) .o( ) .oi � .o( > .o� � _o� ) _o� � .i�s�
o zo. n. o. o. o. o. a. o. a.
�z.
.o( ) .o( ) .o( ) .o( ) .o( 1 .al 7 -al ) -o( ) .o( 7
' ol i
i5. is. o. o. a. o. ?,. i.
-3(S) .0( ? .01 � .0( ) .01 I -01 1 .0( 1 -5(S)
� 0 25- 0- 0. 0. a. 0. 0- 0. 0. 0-
_55.
.o ( , .01 1 ., , .0! . .0! 1 ' . , .,. � .0 ( , _ _ .
0( ,
� i- - •- 20.. ., i , 0. . . � . . . 0. _ ,�� _.
ci Ji . �_1 �J1
0 30. 0. 0. 0. 0. 0. 0. 0. 0. 0.
' 405.
.0( J .0( ) -0( 1 .0( ) .0( ) .0 I 1 -0( 1 .0( ) .0( 1
� 2 - (S) -01 I 01 1 �-0( 1 -01 1 0I 1 .•.,��0! 1 3.21S)
Q 35. _ _ . 0. 0- C_ J
162.
� _C ( ) .0 I , .� � , .0( ) .0! , .0� , .0( I .0( ) .0 1 i
0� I
23. 23. 0- 0. 0. 0- 716. 8.
6.6 C 9) _0( ) _0 I ) .0( 1 _0( ) _0( 1 .0( � 9_0(S)
'• Page 4
�
�
' 100prop ONLY, OFFSITE FOR DET POND 104 OVERFLOW.SO[
0 40. 0. 0. 0. 0. 0. 0. 0. 0. 0.
� 787.
.0( ) .0 I 1 .0( ) .0( ) .0( 1 .0( 1 .0( ) .0( ) .0( 1
0( )
26. 26. 0. 0. 0. 0. "]83. 15.
� 11.6(S) .0( ) .0( ) .0( ) .0( ) .0( ) .01 1 12.1(S)
0 45. 0. 0. 0. 0. 0. 0. 0. 0. 0.
672.
.0( ) .0( ) .0( ) .0( 1 .0( ) .0( ) .0( 1 .0( ) -0( 1
� a( )
28. 28. 0. 0. 0. 0. 680. 21.
16.6(S) .0( ) .0( ) .0( ) .0( 1 .0( 1 .0( ) 17.0(S)
M o so a o 0 0 0 0 0 0 0.
551
.0( ) .0( ) .0( 1 .0( ) .0( 1 .0( ) .0( ) .0( 1 .0( I
0( )
� 29- 29. 0. 0. 0. 0. 558. 26.
2 0.6(5) .0( ) .0( ) .0( ) .0( ) .0( 7 .0( ) 21.2(S)
0 55. 0. 0. 0. 0. 0. 0. 0. 0. 0.
r ���.
o� � o� � o, � o� , o� � o� � a , � o� � o� ,
o� ,
30. 30. 0- 0. 0- 0. AS0- 30.
� 23.9(S) .�( ) .0( ) .0( ) .0( ) .0I 1 -�( ) 24.5(S) .
1 0. 0. 0 0- 0_ C. 0. 0. 0-
360.
-o� � .a � � .oi i _o� ) -o( i .oi 7 .o% 7 .a ( � .oi ;
� o( )
� 31. 31. 0. 0. 0. 0. 353. 33.
"'6.4(Si .0{ ] .0l 1 .0( ) .0( ) .0( ) .0( ) 27_1(S)
' 1 5. 0. 0. 0. 0. 0. 0. 0. 0. 0.
305.
.0( ) .0( 1 -0 1 7 .0( 1 .0( ) .0( ) .0( 1 -0( ) .0 I )
01 1
' 32. 32. 0. 0. 0. 0. 305. 35.
28.5(S) .0( 1 -01 ) .0( ) .0( ) .0( ) .0( ) 29-3(S)
1 1G- 0. 0. 0. 0. C. 0. 0. 0. 0.
� ���. .0( 1 .0 I 1 -0( 1 -0( ) .0( ) .0 f I .0( 1 -0( 1 .0( 1
0 i :
3J. S... 0- 0- 0. 0. 260- 38.
, 1 15 .. . _ . . . .i. _ . n. . �. . . . .. � _ . ... ..,.
�o�j
-0( ) .01 ) .0( ) .0( ) -0( ) .0( 1 .0( ) .01 ) .0( )
� .0( ) . . . - . _ . . . . _ - '_ .
�_ ... , . . . . i _0 ' . . . � _ � . - � ._
� i 20. o o_ o, o_ o. o 0 0. �
iaz.
; i �: � o( ; _r� ��� or ; .c�
o( 1
� 33. 33 . . 0. 0. 0. , . . �. . . 1_2. _ , 40. ,,
3.}I�1 � ] .01 1 0� �.+;tii
i zs. o. o. o. o. o. o. o. o. o.
'� Page 5
'
'
� 100prop ONLY, OFFSITE FOR DET POND 104 OVERFLOW.sot
101
.0( ) .0( ) -0( ) .0( ) -0( ) .0( ) .0( ) .0( 1 .0( I
� 0( 7
33. 33. 0. 0. 0. 0. 111. 41.
3 3.0(S) .0( ) .0( ) .0( 1 .0( ) .0( ) .0( ) 3 4.1(S)
, 1 30. 0. 0. 0. 0. 0. 0. 0. 0. 0.
13.
.0( 1 .0( 1 .0( ) .0( ) .0( ) .0( ) .0( ) .0( 1 .0( )
0( )
, 33. 33. 0. 0. 0. 0. 81. 42.
3 3.4(S) .0( ) .0( ) .0( 1 .0( ) .0( ) .0( ) 3 4-6(S)
1 35. 0. 0. 0. 0. 0. 0. 0. 0. 0.
56
� .0( � .0( ) .0( 1 .0( ) .0( 1 .0( ) .0( ) .0( ) .0( 1
0( 1
33. 33. 0. 0. 0. 0. 64. 42-
33.6(S) .0( 1 -01 7 .0( ) -0( ) -0( ) .0( 1 34-9(S)
' 1 40. 0. 0. 0- 0- 0. 0. 0. 0. 0.
47.
.0( � .0 1 ) .0( ) .0( ) .0( � .0( 1 .0( ) .0( 1 .0( 1
� 0 f )
33. 33. 0- 0. 0. 0. 54. 42.
33.S1S) _0( i -01 I .0( ) -0( 1 .0( � .0( ) 35.1(S)
' 1 §5. 0. 0, 0. 0. 0. 0. 0. 0. 0.
al
.0( ) 0 ( 1 .0 l i .0( ) .0: 1 .0( 1 .0 ( 1 .0 ( I .0� '�
0( 1
� 33. 35- 0- 0- 0- 0_ 48. 43-
� 3 3.8(S) .0( ) .0( � .0( ) .0( 1 .0( � .0( ) 3 5.2 I S)
1 50- 0. 0. 0- 0. 0. 0. 0. 0. 0-
"s7
� .0( ) .0( ) -0( 7 .0( ) -0 ( ) -0( ) .0 ( 1 .0 ( 1 .0( )
0( 1
33. 33. 0. 0. �. 0. d5. &3.
� 3 3.9(S) .0( ) .0( ) .0( ) .0( ) .0( ) .0( ) 3 5.3(5)
1. 55. 0. 0. 0. 0. 0. 0. 0. 0. 0.
35
.0( ) -0( ) -0 1 I .0 1 ) .0( 1 .0( ) .0( ) .0 ( 1 .0( )
� .� , , -_ 33 '�. 0. _ . 0 43- 4n
:3 9�_� . . ._ � -0� � .� i i ,, , � .pl . :5 d15,
� 3�. _ __ � ', . .. � , . _ . . .e . . ._ . 0; . .�� I . . .., . . . i
n
, 33. 33. 0. 0. 0. 0. 42. 43.
3 3.9(S) .0( 1 .0 f 1 .0 1 ) _0( 1 .0( ) .0( ) 3 5.4 1 S)
_ _ � � �
.. _. r_ ,. . . ,_ . . . .
� �� . -or i .o� �� .oi i .o� i _or � .or i .o( ) .ai i .or )
o � i
33. 33. 0. 0. 0. 0. 38. 43.
� . . �3.9(S) .� . ) _0 , . .0( ) .0 i i .� , . .0 ( ) 3 5.5 1 S i ,
2 0. 0. 0
19
.0( ) .0 1 I .0( 1 .0( ) .0( ) .0( ) .0( ) .0( 1 .0( )
,• Page 6
'
�
� 100prop ONLY, OFFSITE FOR �ET POND 104 OVERFLOW.sot
0( )
• 33. 33. 0. 0. 0. 0. 26. 43.
� 3 3.8(S) .0( 1 .0( ) .0( ) -0( 1 .0( ) .0( 1 3 5.5(S)
z is. o. o. o. a. o. o. o. o. o.
iz.
.al � .o( ) .ol ) .o( i .o( ) .o� ) .ol 1 .o( ) .ol l
� o( 1
33. 33. 0. 0. 0. 0. 16. 43.
3 3.7(S) .0( ) .0( ) .0( ) .0( ) .0( ) .0( ) 3 5.9(S 1
' 2 20. 0. 0. 0. 0. 0. 0. 0. 0. 0.
8
.0( ) .0( 1 -0( 1 .0( ) .0( ) .0( ) .0( ) .0( 1 -0( 1
0( )
� 33. 33. 0. 4. a. 0. 10. 43.
3 3.5(S) .0( ) -0( 1 .0( ) .0( 1 .0( ) .0( ) 3 5.3(S)
2 25. 0. 0. 0. 0. 0. 0. 0. 0. 0.
' 5_
.0( 1 .0 ( ) -0( J .0( 1 .0( ) .0( ) .0( ) .0( ) .0 1 )
0( J
. 33. G. 0. 0- 0. 6. -43.
� n3-4(S) .0( 1 .01 ) .0( I .0( ) -0( ) .0( ) 35.1(S)
30- 0. 0. 0. 0. 0- 0- 0. 0. '�.
3.L
� .0( ) .0( ) .0 ( 1 .0( ) -0( 1 -0( 1 .0( ) .0 1 ) .0( I
0 ( ,
,. 33. 0. 0. 0- 0. �1. 42.
33-1(S) .0i ) .01 I .0( ) -0( ) .0( 1 .0( ) 34.9(SJ
' 2 35. 0. 0. 0. 0. 0. 0. 0. 0. 0.
• Z
.al ) .oi �, .o( ) .o( ) .a� l -o( ) .o( ) .oi i _o( )
o� �
� 33. 33. 0. 0. 0. Q. 2. 42.
32.9(S) .0 ( ) .0( ) .0 ( 1 .01 1 .0( ) .0( ) 34.9(SI
2 40. G. 0. 0. 0. 0. 0. 0. 0. 0.
' 0,
.0( ) .0( ) .0 ( 1 .0( ) .0( ) .0( ) .0( ) .0( ) .0( )
p f �
�_ _ . G. G. 0. u. 0. .
� 32-7(S1 �.0( 1 .0( ) -0( ) .0( 1 .0( ) .0( ) 34.5(S)
._ 15. .. 0. 0- 0_ 0. 0. 0- 0. p.
r � � �� � _ �� _ . � _
_ 3,, o- a. o. o_ o. 4z.
3 2.5(S) .0( 1 _0( ) .0( ) .0( ) .0( ) .0( ) 3 4.3 (S)
� 2 50. 0. 0. 0. 0. 0. 0. 0. 0. 0.
_ � . _ � . . . � .., . � _ . . . . i .0i � � . , . �
� . _ . ,_ ... �' �. � � „ i ` � � . i 0. &1.
•_� � c ; o; o ; a � .o� s+. ;is;
2 4r]_ .._ �. � �_ �. �_ �. 0. �.
� � __ . . . , . , . . , . , _.. . _., . � . .� .
� � Q� � o � � , i .o ( I .Q! i ^�i i
oi �
,• Page 7
'
'
' 100prop ONLY, OFFSITE FOR DET POND 104 OVERFLOW.sot
33. 33. 0. 0. 0. 0. 0. 41.
3 2.0(S) .0( ) .0( ) .0( ) .0( ) .0( ) .0( 1 3 3.9(S)
� 3 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
0
.0( 1 .0( ) .0( ) -0( ) -01 1 .0( 1 .01 ) -01 ) .0( 1
0( )
t 33. 33. 0. 0. 0. 0. 0. 41.
31.8(S) .0( 1 .0( ) .0( 1 .0( ) .0( ) .0( ) 3 3.7(S)
3 5. 0. 0. 0. 0. 0. 0. 0. 0. 0.
' G
.0( ) .0( ) .0( 1 .0( ) .0( ) .0( ) .0( ) .0( ) .0( )
0( 1
33. 33. 0. 0. 0. 0. 0. 41.
� 31.6(S) .0( ) .0( 1 .0( ) .0( ) .0( ) .0( ) 3 3.5(S)
io. o. o. o. o. o. o. o. o. o.
o.
.o� ) .o( � .o� ) .o� � .o� � .o( ) .o( ) .o( ) .o( �
� a ( )
33. 33. 0. 0. 0. 0. 0. 40.
31.4(S) .0( ) .0( 1 .0( ) .0( ) .0( ) .0( ) 3 3.3(S)
� 15. 0- 0. 0. 0. 0. 0. 0. 0. 0.
0
.0( ) .0( ) .0 ( 1 -0( ) .0( ) .0( ) -0( ) .0( ) -0 ( �
o� )
� 33. 33. 0. 0- 0_ 0- 0. d0-
�i.iisi .oi ) .oi ) -oi � o � 1 -o� ) -o� ) �a.i�s>
, zo. o. o. o. c. o- o- o. o- o.
� o
.o( ) .o( 1 .o( ) .o� ) .o� ) -o( I .ol 1 -o( > .o( )
oi 1
33. 33. 0. 0. 0. 0. 0. 40.
� 30-91S) .0( ) .0( ) .0( ) .0( ) .0( ) .0 ( ) 32.9(S)
3 25. 0. 0. 0. 0- 0- 0. 0. 0. 0.
0
-o� � .ot l .o� ) .o� � .o( 1 .o� ) .a( ) .o� ) .o( )
� ol ) V
az. 3z. o. o. o- o- 40-
30_'1(SJ .01 ) .01 ) -0( J -0( ) -0( ) -0( ) 32.9(S)
� � 30. 0. 0. 0- 0 0_ 0- 0. 0. 0.
0
.01 0! . ... . . .. : . . .0� 1 . . . . _0f 1 _n ;
01 .
� , �. _ . . � . . , .. . . o..., � :, , . �. _ , � .,.
s ;
3 35. 0. 0. 0. 0. 0. 0. 0. 0. 0.
, 0 . .
.0 1 1 -0( ) .0( ) -0( 1 -0( ) .0 1 ) .0 ( 1 .0( J .0( )
'__ _'. �_ ._ _. __ J_ _..
� 30_21S) .0( ) .01 ) . .0( 1 .o ( 1 .01 1 .0f � 32.3151
ao- o o. r, o- o_ o o.
o.
-a ; , .oi , -o ; � -c�: , .o ; i .ot i .o ; � .c � � .o� 7
� o� i
. ]l. 0. 0. 0. 0. G. 39.
3 0.0(S) .0 l ) .�( ) .0( ) .0( ) .0( 1 .0( 1 3 2.1(S)
'� Page 8
,
,
� 100prop ONLY, OFFSITE FOR DET POND 104 OVERFLOW.Sot
s as. a. o 0 0. o o. o. o. o.
� o.
o� ) ot � oi ) a( ) o� 7 ot � o� � o( l o( )
o � �
32. 32- 0. 0. 0. 0. 0. 39.
2 9.8(S J .0( ) .0( ) .0( ) .0 ( ) .0( ) .0( � 31.9(S)
' 3 so. o. o. o. o. o. o. o. o. o.
a.
.o( ) .of ) .o( 1 .o( ) _o( 1 .o( ) .a( 7 .o( ) .o( )
� o( 1
32. 32. 0. 0. 0. 0. 0. 38.
2 9.6(S 1 .0( ) .0( ) .0( ) .0( 7 .0( ) .0( ) 31.9(S)
, 3 55. 0. 0. 0. 0. 0. 0. 0. 0. 0.
0.
-0( 1 .0 ( 1 _0 f ) .0( ) .0( ) .0( 1 .0( i .0( 1 _0( )
0( )
� ��- 32. 0. 0. 0. 0. D. 38.
2 9.3 (S) _0( ) .0( ) .0( ) .0 ( ) .0( 1 .0( ) 31.5(S)
4 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
0
� -0( ) .0 I ) .0 f ) .0( 1 .0( ) .0 f 1 .0 1 ) .0( ) .0( )
0 i )
32. 32. 0. 0. 0- 0- 0- 38-
� 29.1 (S) .01 ) .0f ) .0( ) .0( ] .01 ) -0f ) 31.3 (S)
0- 0- 0. 0- C. 0. 9. G. 0_
0.
-0 i ` -0 l ! .0 f ) .0( 1 .0( I .0 l ) .0 l ) .0( i .0( )
� 0( �
32 32. 0. 0. 0. 0- 0- 38-
28.9i51 JI .0l ) .01 I _0 ( ) _0( ) .01 1 31-1(Si
' 4 10. 0. 0. 0. 0. 0. 0. 0. 0. �.
a
.o! l .ot � .o( ) .o� ) _oi � _o� ) .o� i _o � � _o( )
o� �
� 32- 32. 0. 0. 0. 0. 0- 39.
28."1(S) .0( ) .0( ) .0( ) .01 ) .0( ) .0( ) 30-9(S)
1
� _�_ V3�1J li6TFH�ICC1 PJ[J❑ ?OOTIIIG
TPS9UT'�..FT Tn 5. . .�J.II] 9P:F,i
� ...5 L L ',?, =.T 2S]ti SL �, __ 'CTT3RS . -::ILL:�- �_%I:? •••
CONVEYANCE PEAK STAGE STORAGE TIME
� ELEM6NT (CFS) (FT) (AC-FT) (HR/MIN)
14_ LE5. . _ n _.
� J' 065 I�I4Fr �'LG47� 1 5.
i"�., Ci � Lny1� 0 }0.
�1 .1 ^,iR['�T .�O"� 10.
172 "]BZ (DIRECT FLOW) 0 40.
' 1'O2 55?. 3-0 , ` 15-
L0S dS .1 35.5 5.
�a
163 557. (DIRECm FLOP1i 1 15.
51 43. (DIRECT FLOW) 2 5.
�• Page 9
'
'
� 100prop ONLY, OFFSITE FOR DET POND 104 OVERFLOW.sot
41 33. (DIRECT FLOW� 7. 0.
,•
'
'
'
'
'
'
1•
1
r
�
�
�
�
�
'• Page 10
'
1
'
�
1
'
'
1
t
'
�
'
1
'
'
APPENDIX E
' Detention Pond Calculations
1
t
�•
'
' DETENTION POND VOLUME vs. STAGE
' for
POND 104
PROJECT NAME: St. Vrain Lakes filing no. 1 DATE: 6l8/2006
� PROJECT NO.: 3075 DESIGN BY: KNJ
' INCREMENTAL TOTAL TOTAL
ELEV. AREA(FT2) STAGE(FT) VOLUME(FT3) VOLUME(FT') VOLUME(AGFT)
4820.00 0 0.00 0 0 0.00
, 4822.00 0 2.00 0 0 0.00
4822.50 1,983 0.50 331 331 0.01
4823.00 6,467 0.50 2,005 2,336 0.05
� 4824.00 34,863 1.00 18,782 21,117 0.48
4825.00 66,643 1.00 49,902 71,020 1.63
4826.00 15Q036 1.00 105,558 176,578 4.05
t 4827.00 248,768 1.00 197,333 373,911 8.58
4828.00 263,498 1.00 256,098 63Q008 14.46
4829.00 270,963 1.00 267,222 897,230 20.60
� 4830.00 278,554 1.00 274,750 1,171,980 26.90
4831.00 286,361 L00 282,449 1,454,428 3339
4832.00 294,510 I.00 29Q426 1,744,854 40.06
' 4833.00 � �
--- --
4832.00 .. ..�
� 4831.00 . . .._. , .
_ ... ___.. .. __.._ _ _. -.__ .
_ , _.._.__..�_.__ __.. . -
4830.00 ' � �
' 4829.00 __ __. _-- __..- . __ . . ...._ .��
_..______ _. .
.. . .--- ---_. .. i---
4828.00
� � � ��
LL 4ffi7.00 __ _
w _-
. __
. . -- -
F 4826.00 . _ � - ..�:� -
' y _ _.. _._ _ � .-. T___ ._. _ - '_ __
.-__ �
4825.00 - __ . . ._-_ ��
_.__. . --- __
aaza.00 _ _ -- _ _ _
' 4823.00 � -__ ___. . .. .. ._-_ '
--- - -- ._. - �- --
-- -.
4822.00 � __ ' �-��- ---
� 4ffi1.00 �.�. . . � . . �. ... ..
-- -- -- - � � - - --
� -- - .. .---..
3820.00 _._.- .
U b lU IJ N LJ JU SJ 3U 4b
' VOLUME(AC-FT)
'
�
, Carroll &Lange, Inc. Confidential for cuhp v&q pairs Page 1
, DETENTION POND VOLUME vs. STAGE
for
� POND 104
PROJECT NAME: St. Vrain Lakes DATE: 6/8I2006
� PROJECT N0.: 3075 DESIGN BY: KNJ
' INCREMENTAL TOTAL TOTAL
ELEV. AREA FTZ STAGE FT VOLUME FT' VOLUME FT' VOLUME(AC-FT)
0 0.00 0 0 0.00
� 0 0.00 0 0 0.00
0 0.00 0 0 0.00
0 0.00 0 0 0.00
' 0 0.00 0 0 0.00
0 0.00 0 0 0.00
0 0.00 0 0 0.00
' 4826.11 175,750 0.00 0 0 0.00
4827.00 245,768 0.89 187,972 187,972 4.32
4828.00 263,498 1.00 256,098 444,070 10.19
4829.00 27Q963 1.00 267,222 711,292 1633
' 4830.00 278,554 1.00 274,750 986,041 22.64
4831.00 286,361 1.00 282,449 1,268,490 29.12
4831.96 294,510 0.96 278,809 1,547,299 35.52
'
TOTAL VOLUME(FT3)
� 4833.00 .. . . ... ... - i
i
_-` � ._. - ��
_ , . ,.. -_ ._ ' � --
4832.00 . � . �
t
4831.00 . �. . , . �
' LL 4830.00 � . . � � ' --
- - �
, a ', . f - I � _ : r�. _
y 4829.W � � �, �
' � __ _.. . . _._--_ -. _. -_ .
4828.00
' 4827.00 ��. ': . : . .. . ' .. � ,.
. -� .._ _ __. -._�- - .. �. �� _.�--. . . _ - . -. _ --- � 1
' 4826.W . _.. _. . . . . . . . . . . . . .
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00
VOLUME(AC-FT)
'
'�
� � .
� - � . _.. _ W_,
�. �
: :, � ... �,, � ,. >
' Desfgn Procedure Form: Extended Detentlon Basin (EDB)-Sedimentatlon Facllity
Sheet 1 of 3
Designer: Kevin Jennings
� Company: Carroll and Lange�Inc.
Date: June 8,2006
PraJecl: St.Vreln Lakes Filing No.1
Location: Pontl 704
� 7. Basin Sto2ge Volume
I,= 4670 %
, A)Tributary Area's Imperviousness Ralio(i=I,/100) i= 0.47
B) Coniributing Watershed Area(Area) Area= 230.70 acres
� C) WaterQualityCaptureVolume(WQCV) WpCV= 0.20 watershedinches
(WQCV=1.0'(0.91 'W-1.19'I`+078'I))
D) Design Volume:Vol=(WQCV/12)'Area'12 Vol= 4.554 acre-feet
' 2. OuUet Works
A) Outlet Type(Check One) % Orifice Plate
' Perforated Riser Pipe
Other:
' B) Depih at Ou�let Above Lowest PeRora�ion(H) H= 3.60 feet
C) Required Maximum Outlet Area per Row,(A„) ,40= 4.41 square inches
D) PeAoration Dimensions(enter one only):
� i) Circular Pertoration Diameter OR D= 0.810 inches,OR
ii)2"Height Rectangular Pedoration W idth W= inches
E) Number of Columns(nq See Table 6a-1 For Maximum) nc= 8 number
' F) Actual Design Outlel Area per Row(P,o) .40= 4.12 square inches
G) NumberofRows(nr) nr= 11 number
' H) Total Outle�Area(Ao�) Ao�= 44.52 square inches
3. Trash Rack
� A) Needed Open Area-A,=Q5'fFigure 7 Value)'Ao, A�= 1,550 square inches
e) Type o(Ou�let Opening(Check One) X <7'Diame�er Round
� 2"High Reclanqular
Other'
C) For 2",or Smaller, Round Ooenlnq(Ref.: Figure 6ay
� i) Width of Tresh Rack and Concrete Opening(Wm,�)
/rom Table 6a-1 Wm„�= 48 inches
� �q Heiyht ot Trash Rack Screen(Hra) - H,a= 73 inches -
l I �
'
'
'•
' PD-WQ-Pond 104.x1s,EDB 6/8/2006, 10:49 AM
'
Design Procedure Form: Extended Detention Basin (EDB)-Sedimentation Facllity
' Sheet 2 of 3
Designer: Kevin Jennings
� Company: Carroll and Lange,Inc.
Date: June 8,2008
ProJect St.Vrain Lakes Flling No.1
Locatlon: Pond 104
' iii) Type of Screen(Based on Depth H�,Descnbe if"Othel' X S.S.1F93 VEE Wire(US Filter)
Other:
� iv) Screen Opening Slat Dimension,Describe if"Other" X 0.139"(US Filter)
Olher:
t v) Spacing of SuppoA Rod(O.C.) 1.00 inches
Type and Size of SuppoA Rod(Ref.:Table 6a-2) #156 VEE
vi) Type and Size of Hofding Frame(ReE: Table 6a4) 3/8 in.x 1.0 in.fla[bar
' D) For 2"High RecWnnular Ooenina(Refer to Figure 6b):
I) WidihofRectangularOpening(W) W= inches
' ii) W idih of Perforated Plate Opening(W�,�=W+ 12") Ww,�= inches
iii) Wid�h of Trashrack Opening(Woce,,,,�)fmm Table 6b-1 Woce,,;,�= inches
' iv) Height of Trash Rack Screen(HrR) Hrq= inches
v) Type of Screen(based on depth H)(Describe if"Other") Klemp'"'KPP Series Aluminum
Other
� vi) Cross-bar Spacing(Based on Table 6b-1,Klemp""KPP inches
Grating). Describe if"Other" Othec
� vii) Minimum Bearing Bar Size(Klemp'""Series,Table 6b-2)
Based on de th of WaCV surcharge)
, 4. Detention Basin length to width ratio 1.00 (WV)
5 Pre-sedimentation Forebay Basin-Enter design values
� A) Volume(no less than 5%of Design Volume from tD) ac�e-feet
B) Surface Area acres
' G) Connector Plpa Dlameter inches
(Size to drain Ihis volume in 5-minutes under inle�Con�rol)
' D) Paved/Hard Botlom and Sides yes/no
�
'
�
' PD-WQ-Pond 104.x1s,EDB 6/8/2006, 10:49 AM
'
Deslgn Procedure Form: Extended Detention Basin �EDB) -Sedimentatlon Facility
' Sheel 3 of 3
Designer: Kevin Jennings
Company: Carroll and Lange,Inc.
� Date: June 8,2006
Project: St.Vroln Lakes Flling No.1
Locadon: Pond 104
' 6. Two-Stage Design-See Figure EDB-1
, A) Top Stage(Depth DH,o=2'Minimum)
Dwa= 2.00 /eet
Storage= 0.451 acre-feet
B) Botlom Stage Depih(Das=1.0'Minimum,2.0'Maximum) Das= 1.00 (eet
' Boflom Stage Storage(no less than 3%o(Design Volume(0.136631179189593 acre-/ee Storage= 0.000 acre-feel
� Surf.Area= 0.000 acres
NOTE:Bottom Stage volume in cell L136 shoultl not 6e less than 3%of Deslgn Volume from 7D.
C) Micro Pool(Minimum Depth=the Larger of Depth= 2.50 feet
0.5'Top Stage Depth(1 ')or 2.5' Storage= 0250 acre-feel
� Sud.Area= 0.100 acres
D) Total Volume:Volro�=Storage from SA+6A+60 Vol�o�= acre-feet
(Must be>Design Volume in iD,or 4.5543726396531 acre-feet.)
� 7. easin Side Slopes(Z,horizontal distance per unit vertical) Z= 4.50 (horizontal/vertical)
Minimum Z=4, Flatter Preferred
' 8. Dam Embankment Side Slopes(Z,horizontal distance) Z= 3.50 (horizontal/vertical)
per unit verticap Minimum Z=3,Flatter Preferred
'� 9. Vegetation(Check fhe method or describe"Other') X Native Grass
Irrigated Turf Grass
O�her:
, Notes:
,
1
�
,
'
'
'•
' PD-WQ-Pond 104.x1s,EDB 6/8/2006, 10:49AM
f
� DetentionlWater Quality Pond
� Total Volumes
6/8/2006
Return Period Detention Volume Water Quality Volume Total Volume
(ac-ft) (ac-ft) (ac-ft)
, 100-year(on-site 35.79 4.55 40.34
developed)
'
'
'
'
�
y
�
�
�
�
�
�
�
��
�
'
' � U
� 1��0 d � O? u� a0 O �
� y� N 'V' 1� Oi N M
V � N N N N M M
V d
�
' � O O O O O O
J
9 � W a�0 � � a�D a�0
� O O O O O O
'
L
,� � N N N N N N
� � C C C C C C
�
�
� L
C
N
V mmcoco �oN
� � � � � � � �
t�7 a u'i c0 I� W
' L
Ol
N
_
' L
�. �
� �.., O OOOO c0 t
N � � N � � p�
d " V � cD I� a0 rn `
� �
� ¢
a
U
' N N N N N N �
� � N N N N N N �
("l fh (h f+J M Ih �
�
J
a
' �
A N N N N N N �
d :. N N N N N N �
=i�:--'i,�..cr.u'.: Q � 'c
N N N N N N p
,<.,.?...,...
QJ
' �
�'° .. ln 1n � � N � �
m,' V co m co co c� c� �m
0 0 o O O o �
� � a
m
c
N E,�,,: w v �
� �
t .. .. 3. � P�7 M M M M M � V �
O y y �`— O
... . ,. Q �' � � � .
o `° �
' x u,. � Q U
� N @
e;k'�'+'�{k..•b' � � N vl
': y .-�. C
• M N N N
' � �, E 1� 0D OI O � N N
� Q N N N M M � � �
00 a0 W 00 00 � � a �
_.�: N R � � R � � � `)
T N
N Y �
� O U � �
U � �
� � N
'
'
Culvert Calculator Report
' Outlet Pipe
� Solve For:Headwater Elevation
Culvert Summary
Allowable HW Elevation 4,830.00 f� Headwater Depih/Height 177
' Computed Headwater Eleva 4,826.92 ft Discharge 40.80 cfs
Inlet Control HW Elev. 4,826.92 ft Tailwater Elevation 4,815.00 ft
Outlet Control HW Elev. 4,826.63 (t Conirol Type inlet Control
' Grades
' Upsheam Invert 4,82250 ft Downs�ream Invert 4,821.93 ft
Length 82.00 fl Constructed Slope 0.006951 fVft
' Hydraulic Profile
Profile Composi�eM2PressureProtile Depih, Downsiream 2.75 ft
Slope Type Mild Normal Depth N/A ft
t Flow Regime Subcri�ical Critical Depth 2.15 ft
Velocity Downstream 9.10 fUs Critical Slope 0.009187 f�ft
, Section
Section Shape Circular Mannings Coef/Icient 0.013
' Section Ma�erial Concrete Span 2.50 ft
• Section Size 30 inch Rise 2.50 ft
NumberSections 1
' Outlet Control Properties
Outlet Con[rol HW Elev. 4,826.63 ft UpsUeam Velocity Head 1.07 f[
Ke Q50 Enirance Loss 0.54 ft
r
Inlet Control Properties
' Inlet Contral HW Elev. 4,826.92 fl Flow Control Submerged
Inlet Type Square edge w�heatlwall Area Full 4.9 ft'
I< �'�.u0B�°.0 HDS 5 Chart 1
� M ?00000 HDS 5 Scale 1
C 0 03�80 Equation Form 1
Y 0.6I000
'
,
'
'•Title: SL Vrain Lakes Detention Pond 104 Outlet Pipe Prqect Engineer:Kevin Jennings
p:\...\det pond 104 outlet pipe.cvm Carroll 8 Lange,Ina CulvertMaster v3A[3.0003]
' 06/06/06 03:0121 PM O0 Haestad Methods, Inc. 37 Brooksitle Road Waterbury,CT 06708 USA .�-203-755-1666 Page� of 1
'
� STAGE-DISCHARGE THROUGH SPILLWAY
� Beta Version (This sheet only)
� c w�
� 3
� neupts
� egm..w w� ng.mw
wsu cnssr
A. Design Intormatlon (Input)
1 Bottom Width of Weir L= k
' 2 Angle of Side Slope Weir Ang= degree
3 Elev.for Weir Crest Ew= feet
3 Coef.for Rectangular Weir Cw=
� 4 Coef.for Trapezoidal Weir Ct=
B. Calculation of Spiliway Capacity(output)
, Water Rect. Triangle Total
Surface Weir Weir Release
Elevation Flowrate Flowrate
feet cfs cfs cfs
' in ut out ut) out ut (out ut
start 0.00 0.00 0.00
21.82 0.04 21.86
' 61.72 0.20 61.92
113.38 0.55 113.93
174.56 1.13 175.69
'� 243.95 1.98 245.93
320.68 3.12 323.81
404.11 4.59 408.70
� 493.72 6.41 500.13
540.73 7.46 548.18
' 589.13 8.60 597.74
0.00 0.00 0.00
0.00 0.00 0.00
0.00 0.00 0.00
� 0.00 0.00 0.00
0.00 0.00 0.00
' . 0.00 0.00 0.00
�"�°�. �..'`"` 0.00 0.00 0.00
, /
�
��� Re�ease rwk = 567c �5
'
1a
' UD-Detention v1.03.x1s, Pond 104 Spillway 6/8/2006, 10:49 AM
'
�
� LOW TAILWATER BASIN DESIGN
ST. VRAIN LAKES FILING N0.1
30" OUTLET FROM DETENTION POND 104 617/2006
,
Pipe Dia. (D) = 2.5 ft Pipe Slope= 0.007 fUft
' Qio = N/A cfs d oesi9n = 1.98 ft (normal depth)
Qioo = 34 cfs V oesi9n = 8.14 fUsec (velocity)
' Qoesi9� = 34 cfs A oes�9� = 4.91 sq. ft. (area)
Manning's n= 0.013
' Y<<��3 0.8333 ft (Tailwater Depth)
Ar�u = 4.9 sq. ft.
' Rfwr - 0.63 ft
Qi�u = 34.40 Cfs
� Vi�n = 7.01 fU5
Pd = ��` + 9d>'" Use Type M Riprap
'• Pd = 11.40
�so = 12 inches
' T= 1.75 ft. (riprap thickness)
Length = 10.0 ft.
Width = 10.0 ft.
' B = 3.0 ft. (cutoff wall)
'
'
'
'
,
'•
'
'
'
�
t
'
'
'
1
'
�
'
'
1
' APPENDIX F
' Water Quality Treatment Manholes
'
'
�
1
J
�/ BAYSAVER SEPARATION SYSTEMS PROTECTED BY U.S. PATENT
'
�
, 96.0"
� � d
25.5
' �y � _ - - - - - - � � �
�s - - - - -
' - �- -� _ 24 — ,' li
I lo�� — — — - - I
060.0"
97.0" I � I I
��
a
' ��I., � �\ �� _ — - - _ - -
I I I I 29 5�� ;
r �� � .� a . .
�
� �
_ _ _ _ i
' � 59.6.'
�
s
' a
a
' I I
660.0"�` I
M � �
1
1 �
BAYSAVER DESIGNED: TEP
DRAWN: ATM
�302RISINGRIDGEROAD CHECKED: ATM 3K SEPARATOR UNIT
MOUNTAIRY,MD21771 DATE: 12�29�03 LAYOUT 60X60
SCALE: N.T.S
(301) 829-6470 SHEET: 1 OF 1
' , BAYSAVER� SEPARATION SYSTEMS PROTECTED BY U.S.PATENT
' zs 5�.
/•�-��
�'` 11
����-` FABRICATION NOTES:
24�� 1. SEPARAT0R UNIT SHALL BE C0NSTRUCTED ENTIRELY
- �-' � 0F HIGH DENSITY P0�YETHYLENE. HDPE MATERIAL
� �� '1 SHALL C0NTAIN CARB0N-BLACK T0 PR0VIDE UV
97.0" � �'� • � RESISTANCE.
� ��-�- 2. ALL J0INTS SHALL BE WELDED BY EXTRUSI0N
29.5" �LDING 0R BUTT-FUSI0N WELDING. BUTT-FUSED
I I I I J0INTS SHALL BE REINF0RCED BY AN EXTRUDED
I I I I BEAD AR0UND THE FUSI0N AREA.
I I I I 3. S0LID WALL HDPE PIPE SHA�L BE MINIMUM SDR-26.
4. HDPE PLATE SHALL BE 3/4" THICKNESS.
�20.5'-I
I
41.4"
II
36" I 79"�
17.6'• I
58.5"
18.0" 40.5'.
4�� �52.4"-�1�
� - � _ _ _ _ _ _ � I
� �
21�0" 63.3" � � �
� � I z6„�z" F�_nNCE I
� I
3.6'
� �_ y � /
9.92" ID �/� . .
10.75" OD
i 9.92" ID
_ - _..___..._.._-_.__--- _. 1075"_OD _. i
BAYSAVER DESIGNED: TEP
DRAWN: PTT
�2RISINGRIDGEROAD CHECKED: ATM 3K SEPARATOR UNIT
DATE: 8/13/03
MOUNT AIRY, MD 21771 SCALE: N.T.S
(301)829-6470 SHEET: 1 OF 2
.
' BAYSAVER�SEPARATION SYSTEMS PROTECTED BY U.S.PATENT
'
50'
10.60" ID
�
6"
3
HDPE C0NNECTI0N PIPES
F0R C0NNECTI0N T0 ST0RAGE MANH0LE
N0T T0 SCALE FERNCO FITTING DETAIL
(NOT 10 SCALE)
FERNCO PART k 1056-1010
SHEAR RING PART � SR-39
HDPE-HDPE REDUCER DETAIL
F0R USE WITH 0UTLET PIPES
NOT TO SCALE
�.,
A� �A
36" CORRUGATED
HDPE PIPE MAR MAC POLYSEAL
P WATERTIGHT COUPLER
MAR MAC POLYSEAL
WATERl1GHT COUPLER PLAN VIEW
—�d CORRUGATIONS
J6" I —
OUTLE7
PIPE ID
� � � �
SECTI0N AA
DESIGNED: TEP
BAYSAVER DRAWN: PTT
02 RISING RIDGE ROAD CHECKED: ATM 3K SEPARATOR UNIT
M0UNT AIRY, MD 21771 DATE: 8/13/03 NOTES AND DETAILS
(301)829-6470 SCALE: N.T.S.
SHEET: 2 0F 2
, � � e BAYSAVER SEPARATION SYSTEMS PROTECTED BY U.S. PATENT
'
, I
WATERTIGHT
, COUPLER
24"
I48" CORRUGATED 102•�
HDPE PIPE
t
F
' � 20 I
� p� I
I �
%
� � _ _� _ � � — 24" I
� ii q ry����- =p _ I
� ii p ���==i - -
i i
' � I 32�� I
I I II I I �°
� — I - - - — : a
' I I
� I 64��
' I I
��: .:.� ..:'� I
' \' %e '/,
..,..
'
�.
' I
L
_ —. ._—__. .—_.
. . --- -�------
-- �- —. .— . .—.J
BAYSAVER DESIGNED: TEP
DRAWN: SNW
�RISINGRIDGEROADUNITI CHECKED: ATM 5K SEPARATOR UNIT
DATE: 8/8/O3 LAYOUT 72X72
MOLINT AIRY, MD 21771 SCALE: N.T.S
(301)829-6470 SHEET: 1 OF 1
' BAYSAVER�SEPARATION SYSTEMS PROTECTED BY U.S. PATENT
�
iz.�a^ io
so� �
� s'
3
HDPE C0NNECTI0N PIPES
FOR CONNECTION TO STORAGE MANHOLE
NOT TO SCALE FERNCO FITTING DETAIL
(NOT TO SCALE)
FERNCO PAR7 � 1004-1010
SHEAR RING PART /� SR-44
HDPE-HDPE REDUCER DETAIL
FOR USE WITH HDPE OUT�ET PIPES
NOT TO SCALE
A� �q
48" CORRUGATED
HDPE PIPE WATERTIGHT
n COUPLER
WA�UPLER� PLAN VIEW
� —�4 CORRUGATIONS
I
48" I -
OUTLET
PIPE ID
�
. ._ v V v v '� __.
SECT��N r�,4
_- '_
DESIGNED: TEP
B AY S AVER DRAWN: PTT
RISING RIDGE ROAD UNIT 1 CHECKED: ATM 5K SEPARATOR UNIT
MOUNT AIRY,MD 21771 DATE: 8/13/O3 NOTES AND DETAILS
(30]) 829-6470 SCALE: N.T.S.
SHEET: 2 OF 2
� BAYSAVER SEPARATION SYSTEMS PROTECTED BY U.S. PATENT
� �
i - 20„
� ��a�
� 1
�•� �'_L
�•� _� FABRICATION NOTES:
_ � = _ � = 24" 1. SEPARATOR UNIT SHALL BE CONSTRUCTED ENTIRELY
� ��,�-��I-� OF HIGH DENSITY POLYETHYLENE. HDPE MATERIAL
SHALL CONTAIN CARBON-BLACK TO PROVIDE UV
W �i. �.I� � RESISTANCE.
99�� II � �'` i�I6� 2. ALL JOINTS SHALL BE WELDED BY EXTRUSION
� � II � WELDING OR BUTT-FUSION WELDING. BUTT-FUSED
32" JOINTS SHALL BE REINFORCED BY AN EXTRUDED
N V II � BEAD AROUND THE FUSION AREA.
p - � - - �� - � � 3. SOLID WALL HDPE PIPE SHALL BE MINIMUM SDR-26.
4. HDPE PLATE SHALL BE 3/4" THICKNESS.
�
I`32•��I I
� I
S 5"
99•
48" �76" i
. �23,.
67.' I
44"
I 61"-~��
\� � ���.� �6.. 24" � -�-�-� I
/ �
68"
23" � � � I
� I ,� I � � � I48" � ,� � I
� I � I I I �z" F�aNCE
I i � � � I � � I I ��
I
26"
_ __, ._ / / / /
�� y
2.75" OD
71.92" ID�
I 12J5" OD I
` DESIGNED: TEP
BAYSAVER oRawN: PrT
�ISING RIDGE ROAD UN1T 1 CHECKED: ATM 5K SEPARATOR UNIT
OIINT AIRY, MD 21771 DATE: 8�13�03
(301) 829-6470 SCALE: N.T.S
SHEET: 1 OF 2
� , �AYSAVER SEPARATION SYSTEMS PROTECTED BY U.S.PATENT
1
122.0„
'� ..
' � 1� .r>. .:t�.
a' :�:.
1 y'.
27.3,.
, �� �__��_ _ _ -
f\_L��__�Y/
� 31.2” .'°..1,
�__��/__\\�_� _ �,_ .. 101.4" ''.
II I�� �I � "a. `.'.
� t 31.4" II II���f� _� _ —_ �. �
II II II II �:.
II II
II II 42.9" 0120.0"� '�.�...���
' II II
II II
- II II II II 102 0"
..
_. . . . �.'�;:.�' �
I I I I ;. :
I I I I
O O
���
�- �:.� , . a;
� � .�
� , :
�,zoo.
.� � �� .: .a .. �:�
BAYSAVER DESIGNED: TEP
DRAWN: PTT
�usirv�xlDUExonDUNiT , cHECKE�: ArM 10K SEPARATOR UNIT
DATE: 8/8/03 LAYOUT 120X120
MOUNTAIRY, MD21771 SCALE: N.T.S.
(301) 829-6470 SHEET: 1 OF 2
BAYSAVER SEPARATION SYSTEMS PROTECTED BY U.S. PATENT
150'
15.4" ID
� �
24'
10'
I 36"�
HDPE C0NNECTI0N PIPES
FOR CONNECTION TO STORAGE MANHOLE
NOT ro scn�E FERNCO FITTING DETAIL
(NOT TO SCALE) I
FERNCO PART � 1056-1515
SHEAR RING PART N SR-59
I �
HDPE- HDPE REDUCER DETAIL
FOR USE WITH OUTLET PIPES
I NOT TO SCALE
I
� �
n
� A� 20.5 � I
60" CORRUGATED
HDPE PIPE MAR MAC POLVSEAL
��' WAiERTIGHT COUPLER
I
MAR MAC POLYSEAL I
WATERTIGHT COUPLER PLAN VIEW
60" I
I OUTLE
PIPE I
I
SECTI0N AA
�� - - - � - __ -- ___ _ ll
° DESIGNED: TEP
BAY SAVER DRAWN: PTT
�SING RIDGE ROAD UNIT 1 CHECKED: ATM 10K SEPARATOR UNIT
MOUNT AIRY, MD 21771 DATE: 8�13�03 NOTES AND DETAILS
(301) 829-6470 SCALE: N.T.S.
SHEET: 2 OF 2
I�
�� /
. BAYSAVER SEPARATION SYSTEMS PROTECTED BY U.S. PATENT
'
i-�
27.3.'
����y FABRICATION NOTES
I.B A.I
� �� J•/ 1. SEPARAT0R UNIT SHALL BE C0NSTRUCTED ENTIRELY
����= 0F HIGH DENSITY P0LYE7HYLENE. HDPE MATERIAL
3� 2„ SHALL C0NTAIN CARB0N-BLACK T0 PR0VIDE UV
�__����__� RESI57ANCE.
fl �•���= 7p7.q" 2. ALL J0INTS SHALL BE WELDED BY EXTRUSI0N
Y I•I� �.) �VELDING 0R BUTT-FUSI0N WELDING. BUTT-FUSED
� �.� ,�/ J0INTS SHALL BE REINF0RCED BY AN EXTRUDED
�3�.4� u �a��a BEAD AR0UND THE FUSI0N AREA.
II � �� p 3. S0LID WALL HDPE PIPE SHALL BE MINIMUM SDR-26.
4. HDPE PLATE SHALL BE 3/4" THICKNESS.
q B II 0 a2.9.,
ry-- � -- II -- ' �
II h II 1
II II II q
I
I I I I
I--31.8"-�I
67.3" 131.4..
60" I 101.4" I
y 8„ `
85.5"�
55.5'
�i=� I/-� � -- =========�
� � � � 77.5" II
�8„ ��o �o0 30" � - � -_-_-_-- U
� I I ,� � � �
_-� � I I II
68.0" I I
I I � I
26.0" � I I 48"
I � i6" FLANGE
� �� I I
I , � I I I I
I__ _/i \ li I h i /"��+1 %- I
� `�� - - �
20�� / 16" SDR 26
�v/ HDPE
/
BAYSAVER DESIGNED: TEP
DRAWN: PTT
��SINGRIDGEROADUNiTI CHECKED: ATM � OK SEPARATOR UNIT
DATE: 8/13/03
� MOIJNT AIRY, MD 21771 SCALE: N.T.S.
(301)829-6470 SHEET: 1 OF 2
�
, . � - - ---
I
0 0 �
� N
o y � �
a � o
� z � V� �
1
� -G �y � �
A � d C � �
� d �, .
o y rr, m •* .
. e � •
: �
; : .
� � � w
e -o
i ; .Z7
p� 1, '::fi
o � �';'p` D
1 �J
�,_� �
O
. �
o, o
3
. � ,
w
d� � I
I � I
Ul (n O C) tJ O . <n • 3 I
S C) D S .T7 fT7 I � Am 'f � f'l ,
m D m � D (n I `—°J .�� —I I
� I'1 �� S. Z Z �I • e cn �.
� O I . . . . ' . . w . � �
J D � � I • . • � A tl
� � \ � � f'l �il
�l � W 3 � � '; :
o I � � -� fTNI I
W W II �� � �. � i
> o
z
e
DI
�o
A � �
d . �
f!1 e A o l
m �. A= 3
� I
N -� J� : D
I D � � � ��
� � -
s
D (7 �;:>::::.:<:;:i::;.:>::>::::t::> r� ,
� � � z
I � < Z I ,. , . � ,
w W <
rnDrn �
� � �
� � I
m
D �
'
�
J
, r _
�
_ e ' ,a � 'q� . ' < . -_. °� a. . . �
a �a'.
a
, 2'-2.5'
d
' .° 2'-10.4" 2'-0.4'
.a
6'-7.4"
1'-2,3"
I� I
II a I
�
I «� 14' �
d I
1'-6,0" I
6' I
,
i�
14'
a '�.
' ' . ' - . � . 6 '� . . .d . . ,A.
. . . � ' . . . - a . . . . . . . .. � . . . . . ..
. . . . . .-.a . . .
PRIMARY COMPARTMENT
DESIGNED: TEP
BAYSAVER DRAWN; PTT SECTION A-A
RISINGRIDGERD. CHECKED: ATM
DATE: 7/3/03 � CFS XKV BAYSAVER
Mourrrwixv,NtDzi��i SEPARATION SYSTEM DETAILS
(301) 829-6470 SCALE: N,T.S,
SHEET: 2 OF 3
1
9 ; a �
3'-1.0" '
0
; .
a
A.
tl
.. �,
; �
a .
� 1��—�7.�� °a��
14' Il
� ,
;.
I
. 6' I
e'
�J�—l��n
14� I
e
le L
I
.a
.. . . '° . c: . � . a . a` . � , . . . a
Y
SEC�NDAR C�MPARTMENT
--�
DESIGNED: TEP
BAYSAVER DRAWN PTT SECTION B-B
�RISING RIDGE RD. CHECKED: ATM 35 CFS XK BAYSAVER
MOUNTAIRY, MD2177] DATE: 7/3/03
scn�E: N,T,s, SEPARATION SYSTEM DETAILS
(301)829-6470 SHEET: 3 ❑F 3
'
'
�
,
'
'
'
'
,
�
'
'
t
' APPENDIX G
' Copies of Graphs. Tables and
Nnmp(1r��hc I IcAr{
'
'
�
'
� DRAINAGE CRITERIA MANUAL (V. 1) RUNOFF
'
� TABLE RO3
Recommended Percentage Imperviousness Values
Land Use or Percentage
, Surface Characteristics Im erviousness
Business:
Commercial areas 95
Nei hborhood areas 85
' Residential: *
Sin le-famil
Multi-unit detached 60
' Multi-unit attached 75
Half-acre lot or lar er
A artments 80
, Industrial:
Li ht areas 80
Heav areas 90
Parks, cemeteries 5 -
t Pla rounds 10 _
Schools 50
Railroad ard areas 15
' Undevelo ed Areas:
Historic flow anal sis 2
Greenbelts, a ricultural 2
Off-site flow analysis 45 �
when land use not defined
� Streets: _
Paved 100
� Gravel acked 40
Drive and walks 90
Roofs 90
Lawns, sand soii 0
' Lawns, cla e soil 0
` See Figures RO-3 through RO-5 for percentage imperviousness.
' Based in part on the data collected by the District since 1969, an empirical relationship between C and
' the percentage imperviousness for various storm retum periods was developed Thus, values for C can
be determined using fhe following equations (Urbonas, Guo and Tucker 1990).
� CA =Kq + �1.31i' —1.44i� + 1.135i— 012�for CA ≥ 0, otherwise CA =0 (RO-6)
� -- '
�u� — � — , � o' �: — i, ov� ,� 1. ; i�+i -.- v.v-�� (RU-r)
� �� � ;
Ca =��-,� + ��co���
� in which:
'� i = °/o imperviousness/100 expressed as a decimal (see Table RO-3)
06/2001 RO-9
' Urban Drainage and Flood Control District
3%
IDRAINAGE CRITERIA MANUAL (V. 1) RUNOFF
�
� TABLE RO-5
Runoff Coefficients, C
, Percentage
Im erviousness T e C and D NRCS H drolo ic Soil Grou s
2- r 5- r 10- r 25- r 50- r 100- r
0% 0.04 0.15 0.25 0.37 0.44 0.50
� 5% 0.08 0.18 028 0.39 0.46 0.52
10% 0.11 0.21- 0.30 0.41 0.47 0.53
15% 0.14 024 0.32 0.43 0.49 0.54
� 20% 0.17 026 0.34 0.44 0.50 0.55
25% 0.20 0.28 0.36 0.46 0.51 0.56
30°/a 0.22 0.30 0.38 0.47 0.52 0.57
, 35% 0.25 0.33 0.40 0.48 0.53 0.57
40% 028 0.35 0.42 0.50 0.54 0.58
45% 0.31 0.37 0.44 0.51 0.55 0.59
50% 0.34 0.40 0.46 0.53 0.57 0.60
' 55°/a 0.37 0.43 0.48 0.55 0.5F3 0.62
60% 0.41 0.46 0.51 0.57 0.60 0.63
65% 0 45 0.49 0.54 0.59 0.62 0.65
� 70% 0.49 0 53 0.57 0.62 0.65 0.68
75°�6 0.54 0.58 0.62 0.66 0.68 0.71
80% 0.60 0 63 0.66 0 70 0.72 074
� 85% 0.66 0.68 0.71 0.75 0.77 0.79
90% 0.73 0.75 0.77 0.80 0.82 0.83
95�0 0.80 0.82 0.84 0.87 0.88 0.89
100% 0.89 0.90 0.92 0.94 0.95 0.96
' T e B NRCS H drolo ic Soils Grou
0% 0.02 0.0£3 0.15 0.25 0.30 0.35
5% 0.04 010 0.19 028 0.33 0.38
� 10% 0.06 0.14 022 0.31 0.36 0.40
15% 0.08 0.17 Q25 0.33 0.38 0.42
20% 0.12 020 027 0.35 0.40 0.44
� 259�0 0.15 022 0.30 0.37 0.41 0.46
30% 0.1£3 025 0.32 0_39 0.43 0.47
35% 020 027 0 34 0.41 0 44 0.48
40°0 0 23 0 30 0 36 0.42 0.46 0.50
� 45% _ 026 0_32 0.3f3 0 44 0.48 0.51
50°6 0.29 0_35 0.40 0.46 Q49 0.52
55°io 0.33 0.38 0.43 0.48 0.51 0.54
� 60°/a 0.37 0.41 0.46 0.51 0.54 0.56
0 41 0A5 0A9 0_54 0 57
65% 259
I 70°c U q, , rl +�; I 0 ,:z � r? �.R I n r,n I n R7 I
_- - - - -- - -
' 75 i� 0.51 0.54 Q58 0.62 0.64 0.66
80°%� 0.57 0.59 0.63 0.66 0.68 070
85°'� 0.63 0 GG Q69 0]2 0.73 0.75
t 90°/, 071 0 73 075 078 0 80 0.81
954-0 079 0_81 0-83 0.85 0 87 0.88
100°/a 0 89 0 9U Q92 Q94 0.95 0.96
1�
' 06/2001 RO-11
Urban Drainage and Flood Control District
3$
' DRAINAGE CRITERIA MANUAL (V. 1) RUNOFF
�
� �
80 5,000 sq.k.�wnes
, �� / .
d,00a sq.tt.homes
' tl 60 y—
� � / 3,000 sq.ft.nomes
°a 50 � / �� •
' 45/— _— � za �.R.hom�
a 40 / -
- , �.,�
q ' , ,
� 30 , / / ' 1.000 sa.ft.hames
i
i •. /
i
2a ,
%
, 7° ---�--- - �I I
0
' 0 1 2 3 4 5 6
Single Family Dwalling llnits per Acre
� FIGURE RO-5
Watershed Imperviousness, Single-Family Residential Two-Story Houses
' -- --- — -
i oc __---�— -__. . — — ___
�
�
� a�n I , ... . ..... . . ...._ . ..... .
c ee I
o;a ___' _ .__ , �'.
� o . .._. . i , . . . . mar',
060 � �
y- 0 Yr
ti
.... - ', � ���� �, � �-1�-qr '
' � � . . _Y � s F .
O Y /f I
Y � I
� � �., + �: � �,�' , i
.- _ . x- x
oao � ... ...
t o zo��/� ,, _�l
.
}'
� I ! '���. +�� . _ _- . ___� ��..__ _ __.I
�
c �o�� sw. o- ae�s so^i� eo e�i 9a.o mai
Watmshea Percenfagelmperviousness
' FIGURE RO-6
�� Runoff Coefficient, C, vs. Watershed Percentage Imperviousness NRCS Hydrologic Soil Group A
� 06/2001 RO-17
Urban Drainage and Flood Control District
3�
' RUNOFF DRAINAGE CRITERIA MANUAL (V. 1)
�
� 3.2.2 Dearession losses. Rainwater that is collected and held in small depressions and does not
become part of the general surface runoff is called depression loss. Most of this water eventually
infiltrates or is evaporated. Depression losses also include water intercepted by trees, bushes, other
tvegetation, and all other surfaces. The CUHP method requires numerical values of depression loss as
inputs to calculate the effective rainfall. Table RO-6 can be used as a guide in estimating the amount of
, depression (retention) losses to be used with CUHP.
TABLE RO-6
' Typical Depression Losses for Various Land Covers
(All Values in Inches)
(For Use With CUHP Method)
� Land Cover Ran e in De ression Retention Losses Recommended
Im ervious:
Lar e aved areas 0.05 - 0.15 0.1
' Roofs-flat 0.1 -0.3 _ 0.1
Roofs-slo ed 0.05 - 0.1 0.05
Pervious:
' Lawn rass 0.2 -0.5 0.35
Wooded areas and o en fields 0.2 - 0.6 0.4
� When an area is analyzed for depression losses, ihe pervious and impervious loss values for all parts of
the watershed must be considered and accumulated in proportion to the percent of aerial coverage for
each type of surface.
' 3.2.3 Infiltration. The flow of water into the soil surface is called infiltration. In urban hydrology much of
the infiliration occurs on areas covered with grass. Urbanization can increase or decrease the total
' amount of infiitration.
' Soil type is the most important factor in determining the infiliration rate. When ihe soil has a large
percentage of well-graded fines, the infiltration rate is low. in some cases of extremely tight soil, there
may be, from a practical standpoint, essentially no infiltration. If the soil has several layers or horizons,
Mthe least permeable layer near the surface will control the maximum infdtration rate The soil cover also
plays an important role in determining the infiltration rate. Vegetation, lawn grass in particular, tends to
' increase infiltration by loosening the soil near the surface. Other factors affecting infiliration rates include
slope of land, tempereture, quality of�n�ater, age of lawn and soil compacCion.
' As rainfall continues, the infiltration rate decreases. When rainfall occurs on an area that has little
antecedent moisture and the ground is dry, the infiltration rate is much higher than it is with high
' antecedent moisture resulting from previous storms or land irrigation such as lawn watering. Although
antecedent precipitation is very important when calculating runoff from smaller storms in non-urbanized
'•
' RO-20 06/2001
Urban Drainage and Flood Control District
7d
' RUNOFF DRAINAGE CRITERIA MANUAL (V. 1)
�
� TABLE RO-7
Recommended Horton's Equation Parameters
NRCS Hydrologic Infiltration inches er hour Decay
Soil Grou Initial—; Final—o Coefficient—a
' A 5.0 1.0 0.0007
B 4.5 0.6 0.0018
� 3.0 0.5 0.0018
' � 3.0 0.5 0.0018
To calculate the maximum infiltration depths that may occur at each time increment, it is necessary to
, integrate Equation RO-8 and calculate the values for each time increment. Very little accuracy is lost if,
instead of integrating Equation RO-8, the infiltration rate is calculated at the center of each time
increment. This "central" value can then multiplied by the unit time increment to estimate the infiltration
, depth. This was done for the four NRCS hydrologic soil groups, and the results are presented in Table
RO-8. Although Tables RO-7 and RO-8 provide recommended values for various Horton equation
� parameters, these recommendations are being made specifically for the urbanized or urbanizing
watersheds in the Denver metropoiitan area and may not be valid in different meteorologic and climatic
� regions.
TABLE RO-8
Incremental Infiltration Depths in Inches`
� NRCS H drolo ic Soil Grou
Time in Minutes" A B C and D
5 0.384 _ 0.298 0.201
' 10 0.329 0.195 0.134
15 0284 0.134 0.096
20 0.248 0.099 0.073
25 0218 0.079 0.060
� 30 0.194 0.067 0.052
35 0.175 0.060 0.048
40 0.159 0.056 0.045
45 0.146 0.053 0.044
' 50 0.136 0.052 0.043
55 0.127 0.051 0.042
60 0.121 0.051 0.042
� _ 65 C.115 0.050 0.042
70 0.111 0.050 0.042
75 0.107 0.050 0.042
80 0.104 0.050 0.042
' 85 0.102 OA50 0.042
90 0.100 0.050 0.042
-- � --- -__._ ....- - - -- -.. .
�._ �7 � I ���y� 0.050 .�_ 0.042 I
_.. ._._ ._---- - - -- . _.._ -._.... ..---_. .. .-- -.:
Iu� � U057 0.050 0.042
' 105 0.096 0.050 0.042
110 � 0.095 � 0.050 0.042
115 0.095 0.050 0.042
' 120 0.094 0.050 0.042
` Based on central valce of each tlme ineremenl in Horton's equation.
" Time at end of the time increment. - ..
'•
RO-22 06/2001
' Urban Drainage and Flood Control District
��
' STORAGE DRAINAGE CRITERIA MANUAL (V. 2)
�
attempt to account for the effects of the WQCV on all control levels whenever it pertorms watershed-level
� drainage and Flood control system master plans.
3.2 Sizinq of On-Site Detention Facilities
� 3.2.1 Maximum Allowable Unit Release Rates for On-Site Facilities. The maximum allowable unit
release rates per acre for on-site detention facilities for a number ot design return periods are listed in
, Table SO-1. These rates apply unless other rates are recommended in a District-approved master plan.
The predominant soil group for the total tributary catchment shall be used for determining the allowable
trelease rates. Multiply the unit rates provided in Table SO-1 by the tributary catchmenYs area to obtain
the actual design release rates in cubic feet per second (cfs). Whenever Natural Resources
tConservation Service (NRCS) soil surveys are not available for the portion of a county being studied,
extrapolate their types using soil investigations at the site.
' TABLE SO•1
Recommended Maximum Al�owable Unit Flow Release Rates (cfs/acre)of Tributary Catchment
' Design Return NRCS Hydrologic Soil Group
Period
� (Years) A B C & D
2 0.02 0.03 0.04
5 0.07 0.13 0.17
' 1� 0.13 023 0.30
25 0.24 0.41 0.52
t50 0.33 0.56 0.68
100 0.50 0.85 1.00
' 3.2.2 Emoirical Eauations for the Sizina of On-Site Detention Storaqe Volumes. Urbonas and
Glidden (1983), as part of the District's ongoing hydrologic research, conducted studies that evaluated
' peak storm runoff flows along major drainageways The following set of empirical equations provided
preliminary estimates of on-site detention facility sizing for areas within the District. They are not intended
' for use when off-site inflows are present or when multi-stage controls are to be used (e.g., 10-and 100-
year peak control� at the storage facility In addltlon, tf:ese equations are not intended to replace detailed
�y��.,��y�� a��� ;i��� rouuny enarysis, or even �he analysis us'mg the Rational Formula-based FAA method
' for lhe sizing of detention storage volumes. The District does not promote ihe use of ihese empiricai
equations. It does not object, however, to their use by local governments who have adopted them or
' want to adopt them as minimum requirements for the sizing of ornsite detention for smali catchments
within their jurisdiction. If the District has a rnaster plan that contains specific guidance for detention
'•
SO-8
06/2001
' Urban Drainage and Flood Control District
MDRAINAGE CRITERIA MANUAL (V. 2) STORAGE
�
� storage or sizing of on-site detention facilities, those guidelines should be followed instead. The empirical
equations are as follows:
V =K;A (SO-1)
' forthe 100-year:
� �i.�sr —o.00zl� —3s6>
K�oo = 900 �so-z�
' forthe 10-year:
� (0.951 - 1.90)
K1° 1,000 (SO-3)
' for the 5-year:
K _ (0.77I—265)
� � 1,000 (SO-4)
� in which:
• �; = required volume where subscript i = 100-, 10- or 5-year storm, as appropriate (acre-feet)
� K;= empirical volume coefficient where subscript r = 100-, 10- or 5-year storm, as appropriate
I= fully developed iributary catchment imperviousness (%)
' A = tributary catchment area (acres)
' Design Example 6.1 shows calculations of allowable release rate and storage requirement using
empirical equations.
' 3.2.3 Rational Formula-Based Modified FAA Procedure. The Rational Formula-based Federal
Aviation Adminisiration (FAA) (1966)defention sizing method (sometimes referred to as the "FAA
Procedure"), as modified by Guo (1999a), provides a reasonable estimate of storage volume
� requirements for on-site detention facilities. Again, this method provides sizing for one level of peak
contr0l onlv The methn�i mav alcp hp ��sed fnr initial ci�lnn �f�infpntrnn ctnranA VnlnmAc ��hane��Ar a
tdetailed hydrograph routing design method is used
The input required for this Rational Formula-based FAA volume calculation procedure includes:
� 4 = the area of the catchment tributary to the storage facility(acres)
,•
06/2001 SO-9
' Urban Drainage and Flood Control Distnct
1
,
�
1
1
'
1
'
t
�
'
1
t
, APPENDIX H
, WETLAND HECRAS ANALYSIS
'
'
�
'
� I � , .
i
. � � � � �, r. � .
� ��
� � � L� -,r. . .
i
. ' , . �.r► � �,^ � .
- � � M ' . '��� ' � .
� � � � � � � ��� �
� � ` � �
� �
a � A ��
.� i � ��
. �
� �
�.n x.r��r�,c�.. .��r.,,, ,wt;�:a��s��r.�v=:s���y��
__ '�., `
_�
�► � , �
�_
, ,
�
,�,_ �� r . .
_� �`
� I
� "'
„ ����
� �
;. - w
�' � �R . � � ' �1 .. . " _ � �
� ' � . I � � a � � ...
lS
� � � � i
� " � S� \
� � \ ,�
� � � �J � � �
i d��° `\...�' �
� �ss � . � "'�'� . � \
,
�� ow �� �
,�: -
� -� � � �� � �_ �� �� �� � � , .
` ,I � ;�; � �
< < ..,o
�� � — � —
, � ,
�" �� � ' � � � '� � � � � � � `� � \
z I / //
� L
'J� � ��� � . = i � �^3"��� . � � � �. � � �.
.. i �� ��� � �
�
� �
�'�
� '
� � �� . � � �. . �.�.
��� �' �� , . � �
.,
� .. ,,� .; �
- � � �� � � � � ; � � '�
,/ �
,
, , ,
� � ��� � � � � �� �� i � �'�
�
�, ', - ;
� K
� � % � � ��
���� I ' � �� � � � ' ' ��, : j _� '�
_ � �
'� i .a � � � �� �� : �;� �
� �
-� � �� � � � � � ��
� �� �� ' � '� �� � �� % '` � �` � � - � � �
,: , �
� I � /� / _, � , _ --J �� �
I � ! , \� \ _ � `�
, % �
� � — � ' o
� � � � �, � �� �
, _
, � : � � �� �', � � � � . � ,�- � �
: = � , � ', � � � ��— �J �
/ — �
�� �� � 3niaa
I � O �2LV1_�fYlC11a3 � i
��� �l � �.ziz
r y ���—_
`
I( ; ,.
, � : � � � I ^', ;., ... ... .. ..
IJ „�z. , ��� � -- � ;
.µ � �.� � � � � �
F . � � , � � � �� � �
_ a � � i I , � i � .
1 6�, � �
I � � " —
�
<
�� ���
i �
,
� _
� '�
I I . II��
I � �
���� � __ ��
�' � II .
� , �
fi_ % � ��� � ' � � � � - �
— �� ��.� � � � � � � � � � � � � �
� � ��� � � �� � � ��� �� � � � �� � � � � �
�
' '� I �- L == 3 I I I � ,�.o _
, � ;
� � N� " � _ .
i
, _
1' � � _ ' � ,
�. �� � � �,.� r � �
� � _-I ��� ��_ ��: ,�,
, �
� � � � - - - �.� _ �. _� ��" � �
l� � � � � � ' � � � � �
? - - - -- - -- _ _ _ _ _ _� � �
.�' _ � _ 4�..> � J
. ' � � -. ' d en�. . �� �
".._ ; , ., � __ �� „ >
_ _ — — ' YS0'� ---
.y. ' ' Y 8T1 ' YILZ � _ ,{ __ _ ��� �
� —_ — �
�r• y-_ —:.— — — _ — '
� _ �
Q,_ _ _ _— .. / U`
- - - -- � � � �
� _ - __ � , �� ,� Q
. `
- a � � — _ a�',I '�� j,'`—� a
I - - - - -- ' ' r � � `n
' �' �P .- . [C j I �
� _ il � � �
� , � W� � �
� �•:�. tt:�n�,� .�a!r=.�tt i `-- � � �� ,�I °, t i O
' . � . � � �,. � . { � �I � ,�� '. , `�� . _. '. . .
i
I � � �`— _ � — — - � �� �i--"_' � i— � —
�oo��aa-. ir�� vs��— � � ����
i
� �s� �� I I
. " . � x��`- -- — - �� ��'� , - �
,..� � J � o•, . �- �,
� � /
� � r
� � � — �
.r• LL1 n 7 .. �e
' � .� � "` �l � � � �� I _-_. — �—
i o } ' ' � —� . . � � . ,. .r„�?t=a �� � .
� � :B66'Y��'0l-E3'Wd$b�8S�Z900Z lr� a NY$n' - 0£\ a �d\7JVNIV .�'.kf H luil!d\dWM ,P ��a lie � 6uii 6u
. / �. T� ss . �Q . �' ... �:=s��' — Id1 3- I '.SL0E\�d
��I i
� .� � , . _ #` � � � i� .� � I I . ,� � I 1, �:... I I I 1�
� � . . �. - . � . � � � . �, ri'��:,
� � � � ,;
� � . a� ` �, ,r ��<
. . . . s, . , i ��
� � �� �� � �
. #% ' � *�4� � ��
,�, � �
'�,� � �
�,. ��'— �_� . 1� � ��
�� � i
,
. �,
�
� � � � � � �� - � � � �
� � � ��� �
� " \ '� � '` u�
, ,
�� , � �, , � _� , _ �,
, �t �
,_ 1� _ ��
� 8 � � � �_� ��� �� A'�;
� �� �_,�:� �, ���
� � ,:�` - � � ' � �
� �� �� � i
' ;�
� , � � � � , � ��� �� a�
L �
� }� l y i / �' �\�o'�` \� � �
� ��
� � � � � �`� � i
8g ; �.� , � �:� , / _ �
� .t
� . ;.
� �f = ,
,
, , � ��� � , , �
�� � ,� � � � i ��� ,� � ��� �
, � xt � ��� � �, `:
, ;
� �� � �� ' � � � ' _ � � ��_ �� �
�
,
` " i�� / �� � �
l � i �'
� ' � � ' i ( �-� _ � �
i _ --.
� — c.
� � � —
� --� .
f' m �
o ,, , � __�,� ��
� ` � y�� � �� � i � / / � — — ' ��� :r� .
� �; ; ; `__J I � �ti. !� �
� �
� � �� � ��, ' � / � ` �� � / � _
. � , � N� � f ��'�� � � � � � � �
i� �
; � � ��
/ �� � /-
� � * . / �� \�l l�,� �`4�.,.:, �\ .�,/��
��cQ , � �
� r � � �� / � y � 1 ,
� � ; ��,�_� �a.
�
�
�" � �= � �� �,, � � �� �.
� , � '�t� � �
.
� ��.� �r� P'�% � \ ro _ ��� >, � � �-
ao � "*v. ''\ =., , �'-..
�, i � � „
j � `' � � � `� � �� ��� I
�� �� � � � 1r---,—a �
V\� � ' �� �
� �� ^,t{� � 1 � � ��j�� � � �''i
G'� �X
r
� 1 �
_ ' r
s , � s
.� i �ps/ � �
� �
�
, � � I
� � � , „ � � r
� � � � ' ��--� �=' ��� � � �" � 4
, � � , /�� , ,, ,, �
� . �
.� � � , =_ _ , '�
� � l �
� � '�p� — I
' / I
. �
� , ,� �� .�, �
� r,. � ,
,�.. �
� , . I
,
�
�I �� �A � � - — y � � � � ;
,:
� . � �� r�, ,�� - ���,�-.���xas,�btF� � ,, ^� .�a�------ �
� � . '. i � _ ....'.
,,.
�
� - -� i . — ---� .
. " ' `� t � _ — , �-- .
:
> ,
1 � �
I ��% ��`.�� � �� ' � �� � � � �� I � � t \
�� - ����' �� ��i� _ � � I � � _
\ � �� �� ' � _
� � - �� �
� ' � � . , � - � � � i � �
�� ' � � �h� �=�n. �� I � � _ I f �� .
� / 1 . � `�. � � � , ��
, � �� � � � �� �
; ,
� , �
,
;
� ��j � �� - �, �
�
� ;� � � � � �� �
. � � �
'� � �� �� ; ��� � � � i , � � i � i --' � ' ' - i � _ ��, �
�� � � i ;�
� i � , �� , �� �� � , � � �� � �
�
,�
�� � i � , � , i i �� �
i � I � � I / � _ � 5� . I. vt - �f � �
. V " � � •' / � � k
Y₹ �� � ` I �
- � � . �� � � lI. �5 -�.�� �� � � %/
� . . . , \ ' ""° a - � -_ ,
�
� d� .,» �t�'.`". ..,,.' .1 ' '
..,*#�" , rT" � \ .
�
i
� � �'r s . . �� / :. �% i .
. � Z S �l '0 �£bL��';9�, t�N I Po ���"sliia- \ 13�' s�M�l�id " ¢ .g". �..eGie�Q 6ul�j\6�3- ?\SLOE1�d
� � � \ ' ���,y,rm \ , � \ \ ;' \ �\ � � ,�
., . . � , \ . \, , �. ,.., .� ���.. �� �. � ��1. �� �..I,� .� " , „ .� '.\ ,��� � ,.�.� ✓
,
� ,. m N c� o N v m m �o r ai�ri�v j�<o m �n w m m
� � o ao I m v rn v rn ro m a �n � v m in m in in u> � m rn
'� � <o olo O O O O 0 0 0 0 0l0 O O O O O O O O O
� 9 ��, �'� �� ' � �
�` ' I �
s�-`. �. � � i I
'co.��r v o���'.Mlr v�o m��n r��Mt���v v�n <o a ao
o�� rnim r o.� ��.rn � N � m'. n n n e ol�n��,c� �n �n �n
a�,. r ai o I�o ci'�,<v .- �n ri vi � v�vil co m I m v��i o ui � oi.
NIW I� IN.O � O O O NIO N OI6l t'J 0�IO N (O Vl
� �: � ! ' � �� ��� �
� � � �
� 1 � I :
� ro ���rn �I - m nlrin �vin o��� m vim �v N� v c�l
� � f� V ml(O (O 1� V ln � O� N f� N h�,O I� � 01 [h � N W
�N m tni ro nI �O �I N M. I� N N (O 01 N OJ O c0 i MI�NI N N O
d �I� o milr olrn�rnim�.rn mlmll� .-In � o <ollm�cv �n m m
Q i �l i �i ��MI � �I � �,� �
LL ` II I I I � I �I I � �
, I �
�nlml!v v, v �I��I� rn �n �nl�o rniN��o r� o'vl�lw v'r!
� In M I C7 tD ID � N O . N I I� (7�M I N tP I I� Ol j Ol I�f1 N LO'�
i G. N � I� C�II ln I c�I ID [7 ln V i V V C�!t0 II VJ I� V V I V I� N [O
U m w II i
� , � I�� 1 I � I�I- �
�� v r.'v�� olr m � � ry o � �n v�ofr�vl�nl��lo m �n
Q in vl<n N ro � o o r � ollrl <o��lolol�n v> m c� m
'� ' min v � c wllm r n r rn m o m ml� m r� �n
O. � OI �O f� O�'f"I N (O oJ M 1� .- .- O� O��N I r m r
' O� 'c'l O M�O V O N O'i�- N O <'I'i � V O O I�II m N M
(n � Q I O Ii O O O'O O I O O I O'O O O I O.O I O O O'�O O O O
� c�'o',ollo 0 0'0 oio o'o olo o��.o 0 0 oio 0 0 O
� I I I I I I I
��_. . '
r��,m �n w �n �o o N N rn n r�io m c���n �o�c � n�
, I �.. e�� �olvl�lm�i,m n o � �n mlio c� o co rn N m�rn N <o�
m. o v�oi �o M c� � m �n o rn co �o a i- m v� �n oi'n �n�I rn,
w o rn'm m m w m n n n�..co co co co I�n v e v n M m rv�
I � mlm ro mlm m m m m m�m m o� o�.m m m m m m m m�.
I� vlvlv vlvlviv.., vlv elv,. v o o�,v v vla v� v v el
W i
� . �. w v m in � o�r � �� -� .- ,�n�� �.`��
N,�ol.rn vl � c� rn m� � ,m m �nl�n
• f� v�M�.m v� � r e rni c� �.n vl ry ro
�. � rn I rn'�m m i ��m r r I�o i I� ��.v v �li c� N
ro ro mlm ',wlm m m m �m�im mlro
`.. vlv vlv 'Ivivlv e v ��v v Iv'v.
� �: i . i . �i �
v ��ml� n c� o��mi�o o�m�'.rnl vIr'.�n �v �n r�'.�vIN �
, �I ��� v rn m n c� �I c���.� rn �n i N��v I rn n �o��ro �o ro �n'� ro in�.
N M c'i o�I co m t� .-,.m v o i rn �o �n M N r �n c I ai I� v I c0�
d I W � m I W OJ fA I W�W�I� I� I�� [O t0 t0 (O � O V V (7 (7 M N��
�Ivi. � �l�llvlv elvl,v viv v,v a.v ��'io�o olo o�'�,o e�lv��.
, �I�� .�._ I i i i ''. �_ ._ �. ',
i� � j o�o o�oio 0 oio o}o�o'lo 0 0 0..0 0�0l0�l01
0 0 0 o i o I o o'i o 0 0 0 0 0 0 0�o 0 0 0, o o, o
V w M N�I� V I N � O�.CO < oJ n� ln V N V�m (�] N.I�I N l l�l m
, °' U � vlivle� e�e ale'�,alla ale�e vlo a�vc° a o��!v v vl',vl��'
�I�� . I � � . I I I , l �
>°1 � olo o�ololol-olToio 0 0 oio 0 oio O 0l0l010 0
' >I� IO O QI� y yl�..�ly � pJ..� N NIN'N N N N�N N�N
C �. O O'�N NIN N NIN N N (O'.(D COI� � � � �IW.OJIOJ OJ�
A I o ur a e'.v� v� �n �n� in,v�I�n � r- r rn m rn rn o o,o�o 0 0
� d: � i I . �i� . I ! : ..
� . ,�. i ' � �. � I . � . ��'i�. , I
�I� � � ` T
' � I ,
w � ' � I � �
�.� N N ln H a t� N�N O O �- CJIN�N'M M � e-:
I.� d' N tD t0 t0 N'N d� CS N t0 O oJ'OJ� W �I W W Q O
' C I O W. r �(J CJ t�} N O OZ t0 N f� M I� t�J �- t6 O t0 �
�f M M M M M M M N N N N N N � � � � M OJ A'l0
31 � V 9 C O 'O �pC D 'O 9 D p� O p a a� a D 9 V � '0
A �' N� �I N� t_CO � N t� t_�C N t4V R N 'CW N N� t�4 N N _. � � .A
' a i u. ..d u��v w m m ffi m m � m �a+ � v m� m m m :v m �m a''i
QI� 3- 3I33333` 3333 � 3333333333�
c c c c e c c c c ,E �,c r� c c c:. c c c c c �c c I
� � . �N �—L°I'� m � —i° �: m A m �.m m A R ��. �n '� '� `..�, .� .�. .�i
, • _ . (,i1 a1i> > > > >� > > J > > 7 > > > >I> .> > > N
w I i� Vl V) iq fn cq tl) fly (n tn fn /n Vl m vl (/5 Vl f1J fl)I�
'
Phase III Drainage Report
contains oversized maps
(Sheets DR1-DR5)
See original File
Hello