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Home My WebLink AboutDrainage Reports - 09/03/1999� � w + ,f��. . ► � � � , ; ,,� ;;, �I �� 4 - . M . � � f L r � F`1'NA.�. I°l�tf�d��VAGE AN�C�; ERt��I(.�1N t'�J'1V�'1�1�I� .d�EEP(�,1�7' fUT COTTG►1�TWO[)� �LE11� P�� F01�.T (,�ULLIIVS, COLOP�criDC) ANdERSON CONSUtTINC� ENC�INEERS, INC Civil • Water Resour•ces • Environmental ' � � � , � � � , � � � I � i � L' � ' I� IOPEMCOFC981 cofc98-Q4 par�k tr�t. wpd 1��`1`�A.p; I'l�tfl �''�'.4+ �,E A.1W�l;► E1��I��1W C'�1V�'T�tal� .,�'Fc��T' �� C,�f�TTG►rl{�y�f.),i� tJ�E1111��,RK. �OI�.T (,()I.I,1�JS,, COL�I�.��C} PREPARE� FOR: City of Fort Collins Parks Flanning and Development 281 N. College Avenue Fort Collins, CO 80524 ,i�l2L�'�RED BY.• An�l�€rr:�crn Cur�sulting Engineers, Inc. 2�0'U S. +CaTlege Avenue, Suite 3B Fi�rt Collins, CO 8(1�25 A�E Project: CO� �'9t1. 0� August 26, 19�9 ,;, �, : �: �� „ Augurt 'S. 7999 TABLE OF CONTENTS I. INTRODUCTION ............................................1 II. ON-SITE DRAINAGE DESIGN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 2.1 Hydrologic Analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 2.2 Drainage Facility Design . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 2.3 Erosion Control Plan . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 2.4 Water Quality Considerations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 FIGURES/TABLES/APPENDICES/SHEETS FIGURES Figure 1.1 Vicinity Map for Cottonwood Glen Park . . . . . . . . . . . . . . . . . . . . . . . 2 TABLES Table 2.1 Summary of Rational Method Calculation for Cottonwood Glen Park ...... 4 APPENDICES Appendix A: Rational Method Calculations Appendix B: Hydraulic Design and Analysis Appendix C: Erosion Control Calculations SHEETS Sheet 1: Off-Site Drainage Basin Delineation Sheet 2: On-Site Drainage Basin Delineation and Erosion Control Plan T.•IOPEMCOF09�BIcojc�-0B pa* rpr.wpd 1 Augusr 25, 1999 ' ' ' ' ' , ' ' ' LJ � , � ' ' 1 C L� ' I. INTRODUCTION Cottonwood Glen Park is a proposed neighborhood park located in southwestern Fort Collins at the southern terminus of Overland Trail. The park site is bounded on the west by the Pineridge Open Space, on the north by the Quail Hollow P.U.D. and on the south and east by the future Southwest Regional Park. The development is located within the Spring Creek basin and is therefore subject to the conditions specified in the Spring Creek Master Drainage Plan [EPI, 1988]. A location map of the project site is provided in Figure 1.1. The purpose of this report is to document the final hydrologic and hydraulic design for the park development. In order to accomplish this, the following scope items were completed: (a) �) (c) (d) calculate design discharges for each of the drainage facilities located within the park using the Rational Method; design and hydraulic analysis of the drainage facilities proposed in conjunction with the park development; design an erosion control plan to minimi�e during - construction impacts of the water quality of Spring Creek; and design water quality measures to ensure no long-term water quality impacts to Spring Creek. This report is accompanied under separate cover by a floodplain analysis report which documents the effect of the proposed development on the Spring Creek floodplain. The design of all local drainage improvements within Cottonwood Glen Park will conform to the specifications and guidelines set forth in the City of Fort Collins Storm Drainage Design Criteria Manual. T.•IOPEMCOFCABIcojc9l6-QB park rpt.wpd 1 August 25. 1999 h � � � ' � � � ., � 4 r ' � j � " � � �..i � �� " . . a+!�, , ��' • - , � � . �' �,i.:, � ° . ... « .. b•� �- . � � �• �•' •= ' . , '� � � �sT+�, • � � � .4`� )-; i�'•► . �1' � . � ; � - �{ j.J� ti�•��' . � � � �� • ` , j..' � � �"7.' � { • ��i — � P ' � . 1 �R�;E r� �.►,; 7� :� '� -�� C . � . ` � r �� '� � � �; � • �y - i • . _ . � . �� . � �, �� ' � �� , � r � L a;1�''/ ' , • •,�` ��+� ' _�'� `� . •� �n• ,. � 1 `� .� � '+��. a- 1 •� • ` ' �, � . • 0 �. ; � '• _ ' . • • � � � ' ! , � � � _ •�• � • - .. � 3�a i ' � i� • ` � l: � !� , � o ' i' � � � � � �� • � ' � - �. �' ♦ ' � - O i `i�' - - a � . L � J I r -• - . t^ } � •. � ,_ - N • ��y. . . . . .� ,4. ,. • � <.,�. . �a�;� - ' s ' � ' �. , E � � � f � - .� i�. � � �� . j • , , ,i. � � ~' ' j ' • `�`'�~ ? � �Q, ~•1 ' 4 1r _ �'� ► • i �� L � T � _�'- ti ' � � - —` . •� . � , .. `_ � ir��R�o�E OPEN SRACE � � � _y.., ,,� ��- � � 7G4LF�. !'` f U�10' _ LT T'SU 590 t OOO � , �, . t - ' _�'=�� 1 . _.., �<v . 4 ' " '� ' ' 1�; � � + t. �' v � � . J ,..... . , " - ••. j !l �/ -, s _ . � . . . .. r �/f/1� � , ..,.� ..., � ... c� �a 1 • ..� ��'� � +►�� , a � �� , r�TTONWGC�o �. `��' &�''� . ' r-� �' N` F A�k ' '� j" � �_�. �T t�.'r. � Z ' '�1 L � r: � f►• — � ,_��'1 �. .� : � � "'��, � ►..�;f� ,�a� , :� . �'TT�1 :L �' _.�� • �. r-t � � ,�•..� - ��; ,�;' , l �'�: ,, , _ , . i;� . ' -�Ty �� •� � �� • �� , , ��. � . � . � �;;�.. ., � . _ x { r. . _ F+.ORSCIODT� ROAD..�,.�,� .�. � ��: � •-1 T!'�;�..'�•JT'�. ' - . � -• - ��r+%�i4�'.�►�;'�� - ., , . � , �:� �+�- � .� -. - �' 4 r r _�' ► * �._ ,� � . ..,— � , �j R , ;: , , •. _� .1 I. �� `s� ,c` , � � iG � � '►�M �� ►?�.�' t_1�� t. � ��• 4 , � — �� . � y`- � , . � � t�� ,. _ . � . � �-� • � �i � - .i. : �/ � _ r �� -1�;''1 :1� , . • ' -' ';��a:,�� : ��' �-- �3�I _ ' ��-�.t , • +rs�',y, .— .� ,�� _ � � _ +11�ioD�E�" �.•:z ,�, � �t` � . _ �` � ' � . ��`!�t � i .� ? ' ��. i ! � �s� ��---= � � �,� � �� = : ,� �_ . - 0 . Figure 1.1 Vicinity Map for Cottonwood Glen Pazk 2 L� , � , II. ON-SITE DRAINAGE DESIGN 2.1 Hydrologic Analysis For the existing condition runoff generated within the park site is directly tributary to Spring Creek, which flows from south to north d'uectly east of the park site. The development , site is currently utilized for hay farming operations. The park has an off-site tributary area of approximately 23.5 acres which lie entirely within the Pineridge Open Space. The off-site � tributary area consists of relatively steep land, with an average slope of approximately 12 percent. The on-site development land has a drainage area of approximately 17.6 acres and is characterized � � � ' by an existing slope of approximately one percent. For the with-project condition, the park site will include an access road, a 27 space parking lot, a public restroom building, a multi-purpose court, a softball field, a soccer field, an irrigation pond and an associated pump house. Not including the imperviousness of the pond, the development site will have an imperviousness of approximately nine percent, with the pond area included, the imperviousness increases to approximately 21 percent. The park site is divided into two tributary flow paths. The northem flowpath consists of ' a grass-lined channel which is tributary to Spring Creek. The southern flowpath collects runoff tributary to the parking lot and the irrigation pond. Within each flowpath, two points of � concentration were identified for the calculation of design discharges. For the north flowpath, the two points of concentration are the crossing of the access road and the outlet to Spring Creek (at the park limit of disturbance). For the south flowpath, the two points of concentration correspond to the low point in the parking lot and the irrigation pond. The hydrologic evaluation for the determination of design discharges within the park site ' was accomplished using the Rational method equation as cited in the SDDC Manual: ' � ' ' 1 Q=C*Cf*I*A (1) where Q is the discharge in cfs, C is the runoff coefficient, Cf is the storm frequency adjustment factor; I is the rainfall intensity in inches per hour and A is the area in acres. The design discharges were calculated at each of the for design points for both the 2- and 100-year events. The results of the hydrologic evaluation are summarized in Table 2.1. The rational method hydrologic calculations are provide in Appendix A. ' T.•IOPEMCOFC981cojc98-A4 park rpt.wpd 3 August 23. 1999 i� � ' ' � ' ' ' Table 2.1. Summary of Rational Method Calculation for Cottonwood Glen Park Design Area Runoff Rainfall Intensity (in/hr) Discharge (cfs) Point* (acres} Coefficient 2-Year 100-Year 2-Year 100-Year 11 20.3 0.20 1.6 5.5 6.5 27.9 12 27.3 0.21 1.35 4.'7 7.7 33.4 21 3.8 0.33 2.2 7.7 2.8 12.0 22 13.7 0.39 2.2 7.7 11.8 50.6 * Design Point 11 = north flowpath at access road crossing Design Point 12 = north flowpath at downstream limit of disturbance Design Point 21 = low point in parki.ng lot Design Point 22 = irrigation pond � 2.2 � �J � ' � ' ' � ' � C1 Drainage Facility Design Four primary drainage facilities were designed along the main flow paths. On the south flow path, a curb inlet and associated storm sewer were designed to convey discharge from the parking lot to the irrigation pond. The irtigation pond oudet was designed to meet water quality discharge rate requirements in addition to conveyance of the pond low flows. On the north flow path, a culvert was designed to convey minor storm off-site flows under the access road. In addition, the north flowpath channel was designed to convey the 100-year discharge to the existing channel at the limit of disturbance. The design of each of these drainage facilities is described in the following paragraphs. Documentation of the design of the drainage facilities for the park is documented in Appendix B. The access road culvert was designed to convey the minor storm flow under the access road. Since this is a local access road, not corresponding to a typical street classification, it was determined that the access road would meet the overtopping criteria for a local street, which requires the conveyance of the minor storm flows under the roadway and a major storm overtopping depth which does not exceed 0.5 feet. Through use of the HY-8 program, it was determined that a 15-inch RCP could convey 9.0 cfs, prior to overtopping. The depth of overtopping would be approximately 0.3 feet. An area inlet consisting of a double city standard area inlet would be required to collect the minor storm flows on the west side of the street. The slope of the pipe was set at 2.0 percent, in order to meet cover requirements at the downstream end of the pipe and to provide adequate clearance above the water lines which exist beneath the T.•IOPEMCOFC'A4lcojc98-AB pa* rpt.wpd 4 August 15, 1999 ! i ' � ' � f � � � � access road. Approximately three feet of clearance will be maintained between the bottom of the culvert to the top of the 60-inch water line. An installation of Class 9 buried riprap is required at the downstream end of the pipe to limit the potential for erosion at the pipe outlet. The north flowpath channel is designed to convey the 100-year discharge of 33.4 cfs to the existing channel at the downstream limit of disturbance. The channel is designed as a broad grass- lined channel, with an approxunate bottom width of 10 feet and a side slope of approximately l OH: l V. The channel hydraulic condition was evaluated using Manning's Equation. The results of the analysis indicate a 100-year flow depth of 0.8 feet and a corresponding velocity of 2.4 fps, which is non-erosive. The parking lot culvert was designed to convey the minor storm flows under the curb and walk located in the southeast corner of the parking lot. The inlet was sized to be a city standard (4-foot) curb inlet with a 15-inch RCP outlet pipe. The incremental flows between the minor and major storms would overtop the sidewalk and flow overland to the irrigation pond. The depth of overtopping would be approximately 0.3 feet. An installadon of Class 9 buried riprap is required at the downstream end of the pipe to limit the potential for erosion at the pipe outlet. The outlet channel from the storm sewer to the irrigation pond is a broad grass-lined channel with a slope of approximately 2.5 percent. A normal depth analysis of the channel indicated a 100-year flow � depth of approximately 0.4 feet and a corresponding velocity of 2.8 fps. The outlet for the irrigation pond was designed for both a slow release of the required � � � 1. , water quality capture volume and the release of minor storm flows through the low flow outlet pipe. Because the irrigation pond is located within the 100-year Spring Creek floodplain, the outlet pipe was not sized to convey the entire 100-year discharge from the pond. The required water quality capture volume from the pond is 0.06 acre-feet, which corresponds to a ponding depth of 0.03 feet. In order to have a minimum 12-hour release time, a weir section could be a maximum width of 10.9 feet. The outlet pipe is a 15-inch RCP with a flared end section which has a width of 2.5 feet. The normal water surface elevation in the pond is 5114.0 ft, msl. The spill elevarion from the pond was set at elevation 5114.5 ft, msl. The detention routing analysis for the pond was performed using the MODSWMM model. , The stage-d.ischarge rating curve for the pond oudet and spillway section was calculated using HY- 8. Because the Spring Creek floodplain envelops the pond, the analysis of the floodplain in the , vicinity of the pond is documented in the accompanying floodplain report. For this report, the detention analysis was performed assuming that the discharge in Spring Creek is minimal at the LJ LJ ' time of the design storm withi.n Cottonwood Glen Park. The stage-storage rating curve was calculated assuming a constant surface area of 2.23 acres, which corresponds to the surface area at elevation 5114.0 ft, msl. The results indicate a 2-yeat discbarge of 0.3 cfs, which corresponds to a water surface elevation of 5114.1 ft, msl. The 100-year discharge is 12.1 cfs, which T.•IOPEMCOfCABlcofc91B-019 park rpr•wpd 5 Augutt 25. 1999 ' ' ' ' ' � � �- i ri �� ' ' ' ' ' corresponds to a water surface elevation of 5114.9 ft, msl. An installation of Class 9 buried riprap is required at the downstream end of the pipe to limit the potential for erosion at the pipe outlet. 2.3 Erosion Control Plan The Erosion Control Plan for this site was designed in accordance with the criteria set forth in the SDDC manual. The site would be reseeded and mulched immediately following final grading of the property. In addition, pavement of the parking lot and access road will eliminate erosion from those areas. Straw bale barriers will be placed within the north flowpath. Inlet filters will be installed shortly after construction on all proposed inlets to trap any sediment which may be transported prior to seeding. It is also noted that the irrigation pond will act as a sediment trap during construction. In addition, a silt fence will be constructed along the entire eastem frontage to lunit capture sediment generated from the fringe areas as well as to serve as a wind erosion barrier. Erosion control effectiveness calculations were performed for the development site. The site was split into the northem and southern basins for the erosion control effectiveness calculations. The erosion control effectiveness was calculated for each of the sub-areas based on the methodologies given in the SDDC Manual. An overall basin effectiveness was then calculated based on a weighted average of the each of the sub-areas. It is noted that the erosion control effectiveness calculations are greater than the performance standard for both the north and south drainage basins. Calculations for the performance standard and the erosion control effectiveness are given in Appendix C. 2.4 Water Quality Consideratioas The proposed park improvements address issues of water quality. The southem portion of the park site will be detained within the irrigation pond. As noted in the previous section, the pond outlet facility is designed to as an extended detention pond with a minimum 12-hour release time for the water quality capture volume. For the north flowpath, the off-site runoff is conveyed under the access road for the minor storm event. However, runoff from the roadway will sheet flow onto adjacent grass, which qualifies as a grass-buffer strip BMP measure. Further water quality treatment would be provided in the 650 foot long broad channel which is to be vegetated with native grasses. � T.•IOPEMCOFCABIcojcA6-0�B park rpt.wpd 6 August 25, /999 ! - �1 � � . �1 � � � APPENDIX A RATIONAL METHOD CALCULATIONS T.•IOPEMCOFG�141cajc914-08 park rpr.wpJ August 25, 1999 r� ANdERSON CONSU�TINC� ENC�INEERS� INC Civil • Water Resources • Em�ironmental wner-Project �I.i�I /� y�,,�}' �!� M /.��?�.� ('"j �j�� : j r�_�/� L�' �/ - � Qub�ect � - �( �n ' i iTlonGt 1'I�'��1 �� -r =�� , , �bv�t5in ; I ��a = a�, 3 ac��5 all oF�-s��ie Vnd2+c �oped �,d9el�,�e , C � ��a� � Ciao = �+as to� = (�, g �. �i, i ' C ) �'%�/C5)''3 ; -� = (�,8� Cr-� -o-as� �'') �(��. �)'�s : f-� =�`�D��`��5��'��o�«� = 3�3rn�� tC = ��arnm �' 3�3 m�� = aD��rn�►� Project Nusber �FC98- o� BY c� CAscked Br L= loo�'� � 5=�%r�oo� loo =!l, �'l� 17,02 rn�n Pepe Of Data , �%�;' ri�ql'1 ;, Date ► �� s = �� =8,au/o, jl� = �{-5�� (vs�c►� �9 3-a� � --� Ga = l,G ►n �hr Qa = C � ►� _ (p�'�b� �J,6 i�� 1 �a0�3ac) = �O� 5c�5 I —� G�ov = 5� Sin �h� �. �� ou = C � �- - �o, �s> (5-s,� ��) ��o� 34�} L a�, �� S�J�n la � 1 �"i'CA = � � � acrCs (o��a� �awvt S e.. D,o7o �� osi�� -�: b,�+� , c►oo = 0 30 ;�. o��IG� s�-�� j��a�� c=a��s P . , �o� = �I -8?; �l.l -0-3) • �1G1� �� (1. �S)��3 = �7� g m �r� � L = �DO � S = S�Noo = /, � 5 % � �_ (000�' ��3 s��—' •�M� � �UrS= ��b0 = 0��°�0 ��t= i� 3�p's i � � c�,��) - � � �, �� -- a7,8�,�,.c �, �M,,, : 35, S�►,�n ��: ►.35��I�r � G?a = (O�a`�)�►�35)(7,oQ�) = a, 3c� ,� �on = �-��„Iti� � �� = Co��C� �) C�) = �,q�� _ SubbGsinS l I � �a �rca = ao� 3 t?.o = a 1, 3 aL C� =(��3)Co,a) t��,a�(�,aa>>��.3)= a�a� � C�� = o.a� � t �= 33� 5 m r/I Ga = I� 35�� f h� > Qa ��o�a�� (►�35��ti�) (��.3� = �� S � LI00= '�t'�r►1(i1r � QIDr7 = �Q,a�� ^�%l� �a�%�3ac)= 33�� Gi�j AN(�ERSON CONSU�TINC� ENC�INEERS� INC Civil • Water Resources • Emrironmental Mner-P�oject r CoN-on�d Ien h'�.�a,;��.; Qubject r ' 11 e+�o l� � 4--'";i":�! 1� G ,�r:'L`�- ; c=o�5 �,,,a � ��po��tc C; o,�i C=O�� 5 b a5� a I fh'rQ = 3 � S 4�r�s 6,(�sa� �,rc►+-rr,tl C=o��r5 > C'c�►+po,rfe C- !�� 33 � C�� s b, �1 ! 3��5�e vnde�el�pr� C=o�aa � �F=��,S�CI,1-b,w)(��`��(!b-s��s - �D�/m�n � L=�� 5��/�ov)�IDv=1�,570 �a - a�a �n (h� � (� = �0��3� �a,a��'h��3,8ac-� = o��g�5 ��oo= ��n1�,� � (��oo - Co,��C7��,�l�)(3,�a�) : la�ocrs Paqe Of Dete 8/�;il�q� Dats rSvbbus�n o?a �-rea 4 9 � 4 a�«� I �,� aCG �u(ce �r�,cc �� 3 a c g�cr�s�un�e�s lop�d ProjeCt Nu�ber CoFc9S,a8 BY e�� CMCksd 8y , c,od = v, s i �o� ; �1,8� [G! -D�S�� 5a�� 1(�3�0��3 = I��Snt�� `L•�` FL � 5' ��'S �Sov� • IoD = /3 °�o G�= a�a��nl�i� —� �a = (O��iI� ��t�a��/1,�� Q,�a�� _ 8,�� . ��po. 7.%�nl{�r- --� (�ioo = �GZS�� l�n�ti�� 4��4G� = 38,Rc�' . � 5�� a i �� reu= ��Sa� � 9.9a� = 13��a� � Ca �((3�8)�D��) t�r�q�Cb��')i��3'�� 0- 3� i C�ov = d,�18 �G= 10,5m�� Ga � a,a�n�h� -� Qa = (G,3�) (a,a,��h,� ��3,��,) = 11,8 �s �,� -� 7��n(hr -� G?�oo = (0,�8) (1-��+��i+-) ��3,�a�) _ �o,(��s DRAINAGE CRITERIA MANUAL F- 2 0 Z W U � W °' 10 Z — W a O 5 � W ¢ 3 � O U 2 ¢ W F- Q 3 5� .1 .2 .3 .5 1 � 2 3 ' 5 VELOCITY IN FEET PER SECOND RUNOFF FIGURE 3-2. ESTIMATE OF AVERAGE FLOW VELOCITY FOR USE WITH THE RATIONAI FORMULA. f MOST FREOUENTLY OCCURRING "UNDEVELOPED" LAND SURFACES IN THE DENVER REGION. REFERENCE: "Urban Hydrology For Small Watersheds" Technical Release No. 55, USDA, SCS Jan. 1975. . 5 -1-84 URBAN DRAINAGE 3 FLOO� CONTROL DISTRICT ' , ' , . 1 ' 1 , � � � � � ' � � � � � 1 ' ' 1 ' 0 Clty at Fart Collins Rainfalr Intenslty-Quration-Freguency Table for using the Rational Method (5 minutes - 30 minutes) Figure 3-1 a Duratian 2-year 10-year 100-year (minutes) Intensity lntensity Intensity in/hr In/hr in/hr 5.00 2.85 4,87 9.95 6.00 2.67 4.56 9.31 7.00 2.52 4,31 8.80 8.00 2.40 4,10 8.38 9.00 2.30 3,93 8.03 10.00 2.21 3.78 7.72 11,00 2.13 3.63 7.42 12,04 2.05 3.50 7.16 13.00 1.98 3.39 6.92 14.00 1.92 3.29 6.7 i 15.00 1.87 3.1 S 8.52 16.04 1.81 3.08 6.30 17.00 1.75 2.99 6.1 Q 18.00 1.70 2,90 5.92 19.00 1.65 2.82 5.75 20.00 1.61 2.74 5.60 21.00 1.56 2.87 5.46 22.00 1.53 2.61 5.32 23.00 1.49 2.55 5.20 24.00 1.46 2.48 5.09 25.00 1.43 2.44 4.98 26.00 1.40 2.38 4.87 27.00 1.37 2.34 4.78 28.00 1.34 2.29 �4.69 29.00 1, 32 2.25 4.60 30.00 1.30 2.21 4.52 �� APPENDIX B HYDRAULIC DESIGN AND ANALYSIS T:IOPEMCOFCABk'oJ�cAB-0IBpant ►pt.wpd Augrut d5. 1999 ANdERSON CONSU�TINC� ENC�INEERS� INC Proiect Nu�ber Pape ot Civil � Water Resowces • Em�ironmental wn�r-Proj�ct ey Date � �on h�ovc� �'1 <� �r k �� 1�,cL1�5 �C �1I Jl�� Ph«Y1 � CAecked By �Data �.o� �„� efer, = srao, q � 1+�1a�'t/ i+ne L'�o�n 2(Q �� 51I �. a �� UIS►nv 6 SI I�•o ��en�fh ^ IDo L �� , 5=a.n�/a DI5 m+ = SII G•0 ai' wa�e�l�nc (�''x�� D�sa� �nlcl� inr � SlrB,o - �',� • D.O.t� = S�►�,� �3.? �Co✓�/� ��- u�5 �n Ic�F 9ra�� e(eva�ho n a-� s l ao , o ��om HY-8 arwl y��s, �f'he cqPaul� o� a f5-�r�c{, ��P, P�iv� � ov«�l'1°i'�. IS G,o'�, 7e5�yn GVl A(�q ►v�le-� -Fo eoll�� Q.v c� a-� a dep�fio� �.o ��. ��om 5 �DC � ��e 5-3 , 9 - �� /�F� � �vr A S�,�qle Ct��C ��Ic� ,�caP: (I.�s�)C�I�,�'sJ�f')%,8 �F) = S.G c.�S vse a dv�bl� CQF� ,r�l� wr� /�ecnah �- �af 5-� �on rc� ��-��, 9 r�,��s, � � C-� , CURRENT DATE: 08-07-1999 FILE DATE: OS-07-1999 CURRENT TIME: 16:53:53 FILE NAME: CGP-LP ' �ii:.... �!?�=3.N:!!323!S!lHN��?��iin =? ��.:£1{,ryiirini .�III�1fU1lUUtl��lEHn�F�us�ni:8:� tip#scc::;:. �.. a:pyria �y�!!!lUUWHN?3!�"i�?e�:?£3�. •iiiiitii IL'71t "�°1°'� m j`{�i�� FHWA CULVERT ANALYSIS n s;f,F •••:�:;�; i HY-8, VERSION 6.0 ��`�: - �.u�n� i �n�:--=:.u��mr�mnnn nmam��r�iu!u��r�� p�;,=�:tnx� �ssm ��u,u,�,�►ss��s:�i��H�ttNUfI3?:'+= ��iEee��..^_. "tIIiU1�UIW1CtllllUI11IIIIUIIL!illlllliiz;:lllllllllUU '� C � -SITE DATA � CULVERT SHAPE, MATERIAL, INLET � � U �------ ---------------�----- �----------------------------------� I � I INLET OUTLET CULVERT � BARRELS � '� V � ELEV. ELEV. LENGTH � SHAPE SPAN RISE MANNING INLET I �NO.� (ft) (ft) (ft) � MATERIAL (ft) (ft) n TYPE � � 1 �5118.00 5116.00 100.02 � 1 RCP 1.25 1.25 .013 CONVENTIONAL� �2� � � ' 3 �4� ( � �5� � � �6� � � -'..��.s._°"�in:i�'ui"�i ur.iii �'i!?xR.Yi� F..^:.'i::.:m:i�ifii4yQi�lFfEi!li�YSdf5iF3fiH�m?.:e....s��:.SfiEFE8�4F1i9�L�6B!.��e'°�°lii�' °eS!:�i „'niaii!�i?EE!i3"a3i '9t@E��.�:!!3S�!"_'i!w'_°??7!�m�t:-°°'-::�Li?i�8'uuui'u'�0i�0�'u�T'�ae!�ZHCtiiISuq�m:..^t�01FiSFA1FfH&i°t?1Gu'E.4iii63R6'u�iiF�natam.�fi?!F�!L�5ii2iiiuuiiiui � �itli�!i':::iiitliifHiifii. �iiiiitti�lRlBi� �iti?!Hiiililflitt ni�. Ili i) ..^.lillU!::I!!":�0:...•��'=.:FsiEiS_•.�-'?3tlIIif!Fi._�ititfitltfiRR111illlptl'txU II `{� .. ..... iiiiE:"� :iiitittiiii:n:_--�••niti8Fi3iiF: =E�iiiiiiiiiiiiiF.:.�t��l��'iftt«'�tlI1111111111U11�:iiiei.:'0•� _-•-°Ei� ii'eii"-::e: `•�BFin"iiHi8ieH3ilillliti;:Ctlll� -• - �..r.... SUMMARY OF CULVERT FLOWS (cfs) FILE: CGP-lP DATE: 08-07-1999 ELEV (ft) TOTAL 1 2 3 4 5 6 ROADWAY ITR '� 5118.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.OQ 1 5118.99 2.8 2.8 0.0 0.4 0.0 0.0 O.0 0.00 1 , 5119.65 5.6 5.6 0.0 0.0 0.0 0.0 0.0 0.00 1 5119.93 6.5 6.5 0.0 0.0 0.0 0.0 0.0 0.00 1 5121.06 11.2 9.2 0.0 0.0 0.0 0.0 0.0 1.32 30 5121.12 13.9 9.3 0.0 0.0 0.0 0.0 0.0 4.50 20 5121.15 16.7 9.4 0.0 0.0 0.0 0.0 0.0 7.22 14 � 5121.18 19.5 9.4 0.0 0.0 0.0 0.0 0.0 9.90 11 5121.20 22.3 9.5 0.0 0.0 0.0 0.0 0.0 12.66 9 ' S121.21 25.1 9.5 0.0 0.0 0.0 0.0 0.0 15.41 8 5121.23 27.9 9.6 0.0 0.0 0.0 0.0 0.0 18.07 7 5120.97 9.0 9.0 0.0 0.0 0.0 0.0 d.0 OVERTOPPING .._-........'�Ru'-=-- -=+n c�im (i�tiiffiifi�t111111IIL'!':��.i:.'ii??i?iF��isi fliiirss-�'aiiii?Si=:f?iiiiiifi^ii° __ r::::r.: - -:...... "".ce° RliiiiiF�=9i11111111111!_iii!ili:ia::�•••==��i� EI�i••�::iiiiiE_-�c`.•-. � 1n1 ttM�I �, =g�m ��py{{�� -7ill�liii#�iL'I1t��tl�NNLs�iN+I��I�ifleR:=��Tz�iitilliili��IIfJ'tUIIIIIIIIIIIIUlf'u�--"�!!4lFi�Fi��tilti iittltli11111111ii1�H1 � SUMMARY OF ITERATIVE SOLUTION ERRORS FILE: CGP-LP DATE: 08-OT-1999 � HEAD HEAD TOTAL fL041 X FLOW ELEV (ft) ERROR (ft) FLOW (cfs) ERROR (cfs) ERROR r 5118.00 0.000 0.00 0.00 0.00 5118.99 0.000 2.79 0.00 0.00 ' S119.65 0.000 5.58 0.00 0.00 5119.93 0.000 6.50 0.00 0.00 5121.db -0.001 11.16 0.62 5.56 5121.12 0.000 13.95 4.11 0.79 ' S121.15 0.000 16.74 0.12 0.72 5121.18 0.000 19.53 0.19 0.97 5121.20 0.000 22.32 0.1T 0.T6 5121.21 0.000 25.11 0.18 0.72 5121.23 0.000 27.90 0.28 1.00 monc::r.::z^r.r.:::�r.::9.?eiu"BSi�.='fs iCr.:u:iiiC r:IP.AR��?eili..�"i�e" �eTdii�ii�iiii�iu.10!��i�3a"ili3dii?IfiY!tG�l�°ii3�3e.=.E�:d6S�dS1.R'i'aie:SlWhi1�F'�+Ei?9c7!!'u�? 1 ._ ............._......._..... ...;._._ ?��.i°au'r.:enu?iEi5e3ic4ui5u:�F.qe2£OE9Lii31iiD'�.'I:i!'.':N•:9:7r.i�9�i4!L+.°.!i!i�'"c�..'°�..'9e ��•'ai�!^i�3.+!ti...�iiEi.w:��iie?xiF+.e1�5SF.HeE��:�?3c!�'�ui'ciiEii?8�.iiiW3 <1> TOLERANCE (ft) = 0.010 <2> TOLERANCE (X) = 1.000 , t ' ' � : , � ' ' , 1 , � 1 ' ' � � ' ' :. CURRENT DATE: OS-07-1999 FILE DATE: OS-O7-1999 CURRENT TIME: 16:53:53 FILE NAME: CGP-LP :':T:��i:?!^A�^ftI UULL"LItiS:il'''I �I i IIItU1r��:=,:::�irIII4G6i.^=:i:ii&i.•�:�{iiiiiltR�r iiw'Rf � :Ilith�.iiffitEi?!illfll�tl11tl�1111tItltitl�lli2�S��i�i�ItlIIW11�"_fi33iiiiNUkm'c='xB�'�iSiii33iFit& � � �� PERFORMANCE CURVE FOR CULVERT 1- 1( 1.25 (ft) BY 1.25 (ft)) RCP 7tFiiit�� iiiil itiiliftii�tllt Iit Uli��tt{i�tiiii�ifitin'iII1�'�3IIp!!!!!!S;?r��^'-�'0E?!:?S�Sn �iftlNNK'v'v'mx�ipf(�idf(flf'n :iiFiF.= :iiiilitititit��= ittt��til��iif: =::..•... •-� �"'r� •.•, .:__ .::c::liliiiiiiiiifie6`:-1:lIUU!!lilfii?'�_..»..E�'ue:i�'f•.'�-:#FfHfE�iiitiHiin}i'�OFiFi��= iEiiN: DIS- HEAD- INLET OUTLET CHARGE HATER CONTROL CONTROL FLOH NORMAL CRIT. OUTLET TW OUTLET TH FLOW ELEV. DEPTH DEPTH TYPE DEPTH DEPTH DEPTH DEPTH VEL. VEL. (cfs) (ft) (ft) (ft) <F4> (ft) (ft) (ft) (ft) (fps) (fps) '�- iim ry� 'nfffl I Il�lf'3�!IIIII1I:Il::!::"!.'�'::!!!ti:i!i!!tii'.::.-•:Sii?--'�iniliEitim ti1711 U!1"_P.::l::tt:.'f::'�-�"'iL"+!!!N'.HE_:ei!RIR!:_•"_'R33!! !I �rtttn(fritiillli��l'�t�ttr'+�11IIt��R;1::L'I:=''t:11!Illll!:i!!i5!�'=ciei�� ""�=�u3it�AI �� I� � Illf�!!t!!ll!L!!P�:+lf?tl!!!!E!k+'_!:i:l:!!i!!f�!!lI�11� 0.00 5118.00 0.00 -2.00 0-NF 0.00 0.00 0.00 0.00 0.00 0.00 2.79 5118.99 U.99 -0.74 1-S2n 0.47 0.67 0.37 0.30 9.23 1.36 5.58 5119.65 1.65 0.33 1-S2n 0.70 0.95 U.T1 0.44 T.78 1.67 6.50 5119.93 1.93 0.80 1-S2n 0.78 1.02 0.72 0.47 8.85 1.75 9.22 5121.06 3.06 2.56 5-S2n 1.04 1.18 0.98 0.63 8.90 2.04 9.34 5121.12 3.12 2.65 5-S2n 1.06 1.19 0.99 0.70 8.95 2.16 9.40 5121.15 3.75 2.69 5-S2n 1.07 1.20 1.00 0.77 8.97 2.28 9.45 5121.18 3.18 2.73 5-S2n 1.08 1.20 1.00 0.83 8.99 2.37 9.49 5121.20 3.20 2.76 5-S2n 1.08 1.20 1.19 0.88 7.93 2.46 9.52 5121.21 3.21 2.79 5-S2n 1.09 1.20 1.10 0.93 8.33 2.54 9.55 5121.23 3.23 2.81 5-S2n 1.09 . .10 0.98 8.34 2.61 �!�?m.' c�3ar_nu! •a.f3:''�it�.T • � � � �iiN..��i��E�Fu��4 �£ .F�.'i " @F9�8!!8�SlE�!E� rr� El. inlet face invert 5118.00 ft El. outlet invert 5116.00 ft El. inlet throat invert 0.00 ft El. inlet crest 0.00 ft - :::::.::::::._... � - ..... .........�� ...� .-:::: _, .............__ ;ai i i u.�...:��f�.:.�t.s� ..-.: -:•: :•:: �-: _ ��:::::-:::::::-�::: - ....-ttnni.tnuc I i ...... .......:........-_....:= _........._._.. . . ...... ........__..... ._............-.......... . .. i.'�i':::I i::l::::.� :::� :i:tt::: =':::Y'•:•'-••: I�t1::::._.::::Iil�tllil:[:::::_., ::1::::(:::::::__::::[:i:t:::�::::t::.-_^ .:::::::::::::: _:::::::.:: ::: =:::�i�nuuvill%+,mm�iuuum�i�_I....i.........-.............«..._.......::.::._ ::. ***** SITE DATA ***** CULVERT INVERT ************** INLET STATION 0.00 ft INLET ELEVATION 5118.00 ft WTLET STATION 100.00 ft OUTLET ELEVATION 5116.00 ft NUMBER OF BARRELS 1 SLOPE (V/H) 0.0200 CULVERT LENGTH ALONG SLOPE 100.02 ft ***** CULVERT DATA SUMMAR`! *************t�'*"'**' BARREL SHAPE CIRCULAR BARREL DIAMETER 1.25 ft BARREL MATERIAI CONCRETE BARREL MANNING'S n 0.013 INLET TYPE CONVENTIONAL INLET EDGE AND WALL SGUARE EDGE WITH HEADWALL INLET DEPRESSION NONE �,�le� N61.: so��,o��.r = 5o��,r ��fc�- �IC�L = SorB.otl,a -�i9�a � �n-f�u+l a��mcd , '' � CURRENT DATE: OS-07-1999 CURRENT TIME: 16:53:53 3 FILE DATE: OS-07-1999 FILE NAME: CGP-LP , :�:_:�::::�: -..�...,��r.:�c:s�f„�ml��«�,4..- -.,.. -�a..:ur.��=.m=.�::a: =�:�:µ..�;s�tr. _ . . .. ..-••,:�;;��,...•R�-� ...-::•::: _� ... �.:a .. �• :• ... �r,-,..,, ....._.. :, itL•. r-::i»:.::=E �:IIIlltiiii�.�.sii:fi:Fliii:fUlliltl�2'_�2i3i33ii�7ii!£=:=aa::n:::::c:c_.-...;...--. �..r..'--.: -�..::.:: ' �mitiii8 �uHi�in� �iiti .. . ..; ..._.__.._-......••;�s••,aa =nr-• TAILYATER atsrm,---•• �-�-�•ar��:it�a.�t :�.�--n,:::-:.-:-::-::...-. �•. !!.. ..----.......----......_-...:......: . «..-.�„�,,:�::«�:�: •......_...... :::::_:::�::---:_ � _:� :-:::�:_• . I�III:�::Iuill I!'� '!;� qlllll lllL'4EII I III IIIIIltp�p� ^ft!f�i^^«......_:__ ^.:E» - iiiihr��i nii' ii? �i'i:i3�.R W � � �I� �� I i I 11111 Nt.. ...... �».r - ,_.:• � i IIIIi-1111L';� ;ic:[�7iiii1l iiit�.i7 I tli I{f fHtti'v...a�il IUUIIISplll111331SiF1Ei�:?i�'�'. ��=:LCP�r��-e eF:::e-n:�-r' =•'i'0 . ******* REGULAR CHANNEL CROSS SECTION �*************** BOTTOM WIDTN 5.00 ft � SIDE SLOPE H/V (X:1) 6.0 L CHANtIEL SLOPE V/H Cft/ft) 0.007 i• MANN[NG'S n (.01-0.1) 0.035 CNANNEL INVERT ELEVATION 5116.00 ft � M�� „��r .,,, ,...�.. �. ..,,,��r �� .,.r..,.� �„� �., �. L � � � ' � � � � � I � ' � ' ' ******* UNIFORM FLOW RATING CURVE FOR DOYNSTREAM CHANNEL FLOW W.S.E. FRWDE DEPTH VEL. SHEAR (cfs) (ft) NUMBER (ft) (f/s) (psf�) 0.00 5116.00 0.000 0.00 0.00 0.00 2.79 5116 30 0.436 0.30 1.36 0.13 5.58 5116.44 0.446 0.44 1.67 0.19 6.50 5116.47 0.447 0.47 1.75 0.21 11.16 5116.63 0.454 0.63 2.04 0.27 13.95 5116.70 0.456 0.70 2.16 0.31 16.74 5116.77 0.458 0.77 2.28 0.34 19.53 5116.83 0.460 0.83 2.37 0,36 22.32 5116.88 0.462 0.88 2.46 0.38 25.11 5116.93 0.463 0.93 2.54 0.41 27.90 5116.98 0.465 0.98 2.61 0.43 -�- --.... ..__...._. ..... ��;:a�!ninrtr^.�u��i��i �.ar::....._.�,;::. �::::aac. -:s�:::::� = �ar�sr,��aaar.�:�� ,::�:¢: •r-_- -- ... ..._...� .............._.. .�::,::! ..._.._.�....--------- -- •- �.-:::::a.-::::; ::�.. =.� ::::::::::� ._.. :::_::::::::::: �� ::-:�au t u:�uwu:tioe�s::=.�::-:a::::�:::;:: -��.:..� r__.._... ................ _..�_. �''•�'•��^ •"-`�'"- �""'•"''�" = ROADNAY OVERTOPP I NG DATA " � ='"""�'t"�3 � x �....�..., � �._._.....�- ......._.....:v..-.�..- _.....-_... _.-...._._._.- .....-........�........ mm� w�mtnnim^yr.rtwmmir,,;inmmnnunim�:r»�^.=_:;�::�!::«::�!a:� •:,:::�r:�,:�x:r•,-��manr,i-:iii i n��:t:��=.�:�sut��sn:::� .--,;l�:=- .,,�.., ..............�,.--;.��.,��:��:,,,:�,::_.�...:::::--.;.:::�:-�...��:,::,��If�l��a��,��.:�„l��,��:��«��tt,.�.. _ �t�:l�tu�s:=„;��tt:...:r-::::'t:r:::I...:...._�-. _.... ........-..,�:�. ROADNAY SURFACE PAVED EMBANKMENT TOP W1DTH 32.00 ft ***** USER DEFINED ROADYAY PROFILE CROSS-SECTION X Y COORD. N0. ft ft 1 175.00 5121.20 2 240.00 5120.97 3 325.00 5121.38 ' ��A � �� __ �`� .. niitr.�'�'u`�i ' ' � , � '� � , � 1 � ' � 0.7 � � 0.6 � �L Z 0.5 � W > 0.4 0 _ � a 0.3 w 0 c� z 0.2 0 z 0 a 0.1 •• EXAMPLE . ( � � 0 I 2 3 4 FLOW INTO INLET PER SQ. FT. OF OPEN AREA (CFS/FT2} Figure 5-3 CAPACITY OF GF�ATED INI.ET iN SUMP (From: Wright-McLaughlin Engi�eers, 1969) MAY 1984 5-11 5 DES{GN CRITERIA ANdERSON CONSU�TINC� ENf�INEERS� INC Civil • Water Resowces • E�rvironmental �wner•Proj�ct i �Ot'v�1r,Io� ��_l� ��ric 9uCject �n �K� � ,q � .��'r- v.':'S�' � ✓t Qa = o��$c�5 ��oo=�a,o�. Project Nu�r .� �'�b,U� �, � GL� Ch�Ck�d By Ci �nda�d Cv�b �n��. � �o�'on a �i� �I-rc . f� me no e�rbore��pp�� n�►� o� � �m. yo � D�5 � � h- b� 5�-� (,�►c��l� � pptnr,�� -� �0�1� � o,s/o,s : ��b �'�� i-om SaDC �wc 5 � : C�/�- (-I e��. �v�a �-�F eu�b�nlc� Q�4P- (�(F�) (�-I cFs/�'�) (o,S r�JL��,ru�� = 3.5�� ✓ w�ll 5v��c�e��(� ��Ile��4 G?a �1 � � ,� ��-ima�e o�r��p p,� �� 'vr Q�a� �ae� C�� b/C�u�tr 51 oPo = 0, 5'l0 5o�f'h Cdrb�Cv�t/ �l.�C- a��5'/�O �Ci7n� �?�� 5CGf7dr1 : 5iui�rvn �ICva�orl t� SJao,95 + Ir�'(o,oas) r�,s'= 51a1,95 IDo Slaa-95t o.5' = 51af.'15 lao 51�0�95+ ��(b,oa�ls) r0 ' = SIaI �R� Papo Of Dat9 � �U Dats e�h�►�c orQr4�rP,�,9 �l evafior, � 5�ai-� ( a ar = 7�s) . init�- dt�h= s�a�, �- s,►aa.9s = o,�s' � yolti = o.>S�o,� : �, s� Q,/�= i, �s��/� �i?ccp = (I � iSc��Ff� �� i6•S RF� = 5. !o� a�- elev 51 a1 � �� Q= 7C�3 IOJP/�p�� S�G c� („� I cf� = �a- (� e� , C �o�e � G?�cc, % aP��D��m9 G�C� � Sla�. 7- 51a I��15 = 0, as F�, 1 1 ' ' ' � 1 1 1 ' 1 ' �. � ' ' 1 1 1 ' I .0 .9 .8 .7 .6 .5 H W � .4 z ... L � z Z .3 w a 0 0 .25 F- _ c� W x .2 .15 �' 12 �� 10 8 10 g � � � 9 p q �, � � �� 8 W 3 �� Z a � � � vi 2 � � 7 po<<� -- � � r �,� a c��ey � Z r � � + .0 ? �__ ` __etPQrt a ^ z _ J � -.8 - _. _. , w 5.5 0 - - �. a ' v� v .6 � W � � 5 = Z � V 2 . 4 F- z W = 4.5 2 0 .3 � - W .� lt. _ 4 L � � „ _ .2 F. � � Z � o 3. 5 W w �• a .� � � O W o p .08 � 3 � F- p .06 � _ � � z W � .04 � 2.5 = a w .43 F' � a F... 3 Q .02 0 a = 2 a �, U a . w .01 0 L � 0 0 --- -- - -- yO a 1.5 , -- � a _ 2�� h 1.2 5 4 3 2 1.5 t.0 .9 .8 .7 .6 .5 Cl .3 .25 .2 � � Fgure 5-2 NOtitOGRPAH FOR CAPAClTY OF CURB OPENING INI.ETS IN SUMPS, DEPRESSION DEPTH 2" Adapted from Bureau of Public Roads Nomograph t• MAY 1984 S-lO DESIGN CRITERlA 1 � 1 1 1 C � ' ' F � ' ' 1 ' ' ' CURRENT DATE: 08-07-1999 FILE DATE: 08-07-1999 CURRENT TIME: 12:30:00 FILE NAME: CGPL-OT �.y = � "'� � „i �ss.�au�maew98'ieci!tffiii�'.�':s'?ik�=��Gif'°�'�r : o '��'sBl�i�lhT�£F��'� nfi� = i� i HSE.. :iiiEESiE�'i3iLu,g3et�°fiiilSfNL��ei+�ei9!�i�e�'&i4 Sti ii ��aF: .. ',i,' FHWA CULVERT ANALYSIS . " :: „___. HY-8, VERSION 6.0 " • _ w..,.�. _ . .::::::::::e��::�:�:::: �:.._..��,��:::::s:::::�:=:::::;:;::::�:::-::::-- ::::::::::::::::;::::-.::::___°:::: i:i;:::::::!:::::i?::::€f€€€€:;::::::€?:::;:€::::::i`'::':t::i::::':€ =:€"......_....._ .............................:............................._:..........:... . . ._n. ,-: ::::-•w :� :.� ._._,-__.. _ _:::-::::::::::::::::::::::::::::� :::::: :::::::::�:::::: �::::-::::::: �::-:: ......................................................................._....sasw�a..._:�5.._.i[....rx�..._.L�.ua�_.•mn::Sa�i.e�ic... i......................_.......................�............................. � C I SITE DATA � CULVERT SHAPE, MATERIAL, INLET � IU �--------------------------I-------------�---------------------------------� I � I 1NLET OUTLET CULVERT � BARRELS � I V � ELEV. ELEV. LENGTH � SHAPE SPAN RISE MANNING INLET � �NO•� <ft) (ft) (ft) � MATERIAL (ft) (ft) n TYPE � � 1 �5121.00 5120.99 10.00 � 1 RCP 0.01 0.01 .100 CONVENTIONAL� �2� � � 13f I I SUMMARY OF CULVERT FLOWS (cfs) FILE: CGPL-OT DATE: 08-07-1999 FI �(-8 aP��PP' '�'�'i�''� � � d�c�e�rn,ne c,�ib ovt�l�pp�� h � a G � .� d �sr.� � P� "� ELEV (ft) TOTAL 1 2 3 4 5 6 ROAD4IAY ITR 5121.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 1 5121.42 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 30 5121.59 2.0 0.0 0.0 0.0 0.0 0.0 0.0 1.TS 30 5121.63 3.0 0.0 0.0 0.0 0.0 0.0 0.0 2.95 20 5121.65 4.0 0.0 0.0 0.0 0.0 0.0 0.0 3.96 15 5121.67 5.0 0.0 0.0 0.0 0.0 0.0 0.0 4.95 15 5121.69 6.0 0.0 0.0 0.0 0.0 0.0 0.0 5.94 12 s�z�.�o �.o o.o o.o o.o o.o o.o o.0 6.97 12 �- a�e�c✓ Slal� iD� 5121.71 8.0 0.0 0.0 0.0 0.0 0.0 0.0 7.96 11 n;�'Q� 5121.73 9.0 0.0 0.0 0.0 0.0 0.0 0.0 8.97 11 �� `�` J I s�z�.�4 �o.o o.o a.o o.o o.o o.o o.0 9.95 10 dcp�= 51d1��0� SfRI,�Ss��o15 5121.45 0.0 0.0 0.0 0.0 0.0 0.0 0.0 OVERTOPPING .^i.�::i�:iiiiiE'r.eeei=•ne :�.x'i�n£�?en?�..i_'e :iiiir�!&!!fki?eE�'HIEI°�5ei� FR!�?'eiii:3�i�?!�'wi8'i�`�f38fEEi�nm....:!L.e�!iSfil�:m:iidEiii"niCcr`�innux�;:w; w�ieiie°�7'c�'ci3�:i '��"�:=isii af36i�F6$uiiueii�Fu3FFfi�.iE»e's'�S4eeeii::'r'i7iiii:= e :7'cii}E}Fi&£!L�"-.i� ='i�IfL�C�: �:�:zlii�fE�33E�Ei�?r."�..EL=7i�!�:: "':.:IGiii� SUMMARY OF ITERATIVE SOLUTION ERRORS FILE: CGPL-OT DATE: 08-07-1999 HEAD ELEV (ft) 5121.00 5121.42 5121.59 5121.63 5121.65 5121.67 5121.69 5121.70 5121.71 5121.T3 5121.74 HEAD ERROR (ft) 0.000 -0.011 -0.001 0.000 0.000 o.000 0.000 0.000 0.000 0.000 0.000 TOTAL FL0�1 <cfs) 0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 FLO{1 ERROR (cfs) 0.00 1.00 0.27 0.05 0.04 0.05 0.06 0.03 0.04 0.03 0.05 X FLOW ERROR 0.00 100.00 13.50 1.67 1.00 1.00 1.00 0.43 0.50 0.33 0.50 <1> TOLERANCE (ft) = 0.010 <2> TOLERANCE (X) = 1.000 ' 1 2 CURRENT DATE: 08-07-1999 FILE DATE: 08-07-1999 CURRENT TIME: 12:30:00 FILE NAME: CGPL-OT _...-= r,�mt��..--,��r,t�mir�.r..r.m � um ... .., n� i Ifit:::m= _f:::l:l:ttl:tl!!ltlllefnrE� �•-::-:�::::---_:: n�nn ist-�r , ::�::,::::,:=:,�:,�,:;«��„��I�i�,��:�i{�811�1�I��IftII'�.:ll:::::lE:ifN.i:Y..oin'�.'s0'r?--...i;ir::o:.:._;;�I'�N�u-�,�{{r,��.zfliil �;��il"�;;i�►I{,s� PERFORMANCE CURVE FOR CULVERT 1- 1( 0.01 (ft} BY 0.01 (ft)) RCP ::s.�:.:.rs.:r°=::£L=:ei�tii'z:sii:sie:?�.=� =aEe:Teneie:3unp�m,u��:;r;:auttc •. ...��.m:rsug�a�i�s••-msmymmx_;x�es�:;!S.9!��3 .µ..�....�.......�� ii�i?:'.:::i.=ieee�i:i: =�iiu� ?i:.'�'c:=:iiiieie?: =eeii� �'e::tiii:i�:?eiiiuli3:ulEiimi�I.7.."3:S'L••� =.a`n ��'a'.tt30:iR. i&'ii�3d°!�-».u:ir.�enix::ifiii'�Eiir�iiL'FS!3?iii£YL'F3H3id8ifStfffi? DIS- HEAD- INLET OUTLET t CHARGE 4ATER CONTROL CONTROL FLOY NORMAL CRIT. OUTLET TY OUTLET TW FL041 ELEV. DEPTH DEPTH TYPE DEPTH DEPTH DEPTH DEPTH VEL. VEL.. tcfs) (ft) (ft) (ft) <P4> (ft) (ft) (ft) (ft) (fps) (fps) , ' L � � � . � 0.00 5121.00 0.00 0.00 0-NF 0.00 0.00 0.00 0.01 0.00 0.00 0.00 5921.00 0.00 0.00 0-NF 0.00 0.00 0.00 0.01 0.00 0.00 0.00 5121.00 0.00 0.00 0-NF 0.00 0.00 0.00 0.01 0.00 0.00 0.00 5121.00 0.00 0.00 0-NF 0.00 0.00 0.00 0.01 0.00 0.00 0.00 5121.00 0.00 0.00 0-NF 0.00 0.00 0.00 0.01 0.00 0.00 O.OU 5t21.00 0.00 0.00 0-NF 0.00 0.00 0.00 0.01 0.00 0.00 0.00 5121.00 0.00 0.00 0-NF 0.00 0.00 0.00 0.01 0.00 0.00 0.00 5129.00 0.00 0.00 0-NF 0,00 0.00 0.00 0.01 0.00 0.00 0.00 5121.00 0.00 0.00 0-NF 0.00 0.00 0.00 0.01 0.00 0.00 0.00 5121.00 0.00 0.00 0-NF 0.00 0.00 0.00 0.01 0.00 0.00 0.00 5121.00 0.00 0.00 0-NF 0.00 0.00 0.00 0.01 0.00 0.00 �ieE��..::."' :":--r= � :: ^::-::::d$i�°ii?�ii»xii=;YiEEx:eiiririi�iiie" :'i� ii i�:ii?r�+iik'.iLmnm-:F'�e.�?i°ie�iii?�i:�iE�?0�� k-irYi'w.=SiG3f83.9FEf???ii??.n2�" . �._ .... . • .... ........._.._.... . . .� .. �;�g�rs�g5-�� =e?i?:i?i�-iiveiii� :ie:�.e!e :eieiecei�?utrr:in:i �:::?iY'�:t :�2eeiieiue5:�eeii'r.::::iiuinscie_ =aiii_:cewii:vi'siiiejr:s'EfeE? _'�e�Fi'�: siuiiLi�iErsi'�iei�N'e El. inlet face invert 5121.00 ft El, outtet invert 5120.99 ft El. inlet throat invert 0.00 ft El. inlet crest 0.00 ft ._......._..,w,�r:�::��:::r�-,.-,::-:. -:._.:-::::�snc�: � ..: �:� _� ::::::::::� _. ._.... . ..._.__.._... -- --�,�:, �-��.-:::xiy��::,. :::.�-:::::��:�� _�-:::.-:.-,.-:�:!::s:a�a�• : ._....._..._.._.. _..:. !i?�iaiir:� iieaeoaiiiiE71•..9°:F.'r.:� �?iie.".iiiiiiii:zc?!i?ii?iixui'sfii�'"!t °tiiieipsSeF3ae;m:iiiiniiif?H'»uL:tieMr::ii �e:L�F�!lees��;g;!iiMiei�i:al:;!n_-a;�:n;��c;:a;o�i'�E=:::ei:v""i.� ***** SITE DATA ***** CULVERT INVERT *****"******* INLET STAT[ON 0.00 ft INLET ELEVATION 5121.00 ft OUTLET STATION 10.00 ft OUTLET ELEVATION 5120.99 ft NUMBER OF BARRELS 1 SLOPE (V/H) 0.0010 CULVERT LENGTH ALONG SLOPE 10.00 ft ***** CULVERT DATA SUMMARY ************************ . BARREL SHAPE CIRCULAR � BARREL DIAMETER 0.01 ft BARREL MATERIAI CONCRETE BARREL MANNING'S n 0.100 � INLET TYPE CONVENTIONAL INLET EDGE AND YALL SOUARE EDGE YITH HEADWALL � INLET DEPRESSION NONE ;��rs.=;�:��..=,s:�;s.�� ms��:�:�-::�:::su:Ysr:.-w!.�r:=.:s�::.=.s-.:�a��:::�:��::--�rm��a::�=.:�:�:��s�u�rr�µ��:� ' :x'a*'�?:L�ei�!?C�L::£Ef!eEi:�i:=::::e:: �e:-:::::^::?iFSiS^'iii'x�e.'n.?ifE:?zie�::iE:ip�3'.£ia�e�:'�''xeii"e.=a:r'3FiiE�1Hi°��:....:asi�i°r.c's:i°t�.�":�ii£rx;,�y 1 ' , ' ' i', - ' 3 CURRENT DA7E: 08-07-1999 fILE DATE: OS-07-1999 CURRENT TIME: 12:30:00 FILE NAME: C6PL-OT ' ;�� II�uvL'111!liy_-�'3:,,ttE;. [i _iE3iii?ti'--. �-�=�� .BfHiitNiHi _.......... -__fi�i!:� 'p;n'8i�N6tii�Fifitiiiti�i4ti Ii � . fa9t .... H�Ef7R�Ct"••.•.,.•::: . �� OY_t!Ii llll'. :iEiiiicl:E::_._:::::::��:�s7iiL�9��5?8Pif9�i�"n lil_ —'�'::: " •-%lc�6'IIIItl1IliEltl�IIIIII111IaIIIIII��lIIlRlit 1 �IIICCaltl ...._.—:::::-:.._.—_.r.::r:::��ifttflii I�?.EE:?—'�iE.� .F�—s.?F38�'c?e::.••� ��..::::::. � _ :.:.......... TA WA �c:::::;_ _ :_::::::::::—::::� ::::� �::� ux;�.��iu,=�—.r;�:: —�:::s�:=•..:� --- n,�,,,r.:�:-:::::::-�::-::::-::::--::� ::::-•-:��::�r•_��=�::�;�¢_� ::,�s!!?�:-:0r^-r� d::�a!!=.=,�:�;=.�:a-�-;:��- .._...__ ....................:............::..:.._-:.._.. ..._. _;;,.; _..__.._..... _ ::-......_.........._ ..................................�:::�:::� :::::••:::::::•:: ..._ ............................'_'.._......._i�.u'.�"x�"a.�' 1 ::. : ..�._ �..� :.�. :::1 :::................... ... ..�� . ...... .................« .. i». .. ............ —.......... .... . �. . -. : .. ' ............� • . _.' —c::c::r ._� - CONSTANT WATER SURFACE ELEVATIdN 5121.00 ....................._..........._....._...................._............_. _ �...:.--�:•:..�... . _.......... �.______.—_ ......................_.._...................�................................_�r:!!r.-�.--�a,._.c::�: •. :....�. •:�:��a;r.�:�:s::;:::::::::::::::::::::sca �::- �:;:.�tm.nm�!..�...-:��:x.�r: , ...._ ............................................................................_. _. ..... ..............._......................................._.'r.:::5i�iuiiiiiE»e =�i��`icu�i�se�:BE::.�.?�r� e?�e.:.iNiNSF»5�iiei5i:iiiiiiieiF::i::•..........� ..ie:."...�Fi'uWi�.'�3.liFi.=!ui�i�i .:::_ ::::• ::. .:.::: ,. _—'_"n•rr - `:"""�"" ROADWAI' OVERTOPPING DATA , =::�::�.:.—.:.:._.—.... __:::,::�„:� — •._.,_..._. . •..iiiii� :ii �.� . _.—...........�:—�i::.•'."iA. �_, . _ _ .:. .... ..�. .........»..........-......_......r..�:r.n:::�::::r.:::�9T.��aaW:2ii_.r-^e"EES99�c'�'....�e'ilfFul�i{�:°13ir:iii"idiiE� E" �E........_:' :..:�i�...'��i01S! ..................................... �:::::e:...:.... ucw . '. .. ' ........... . . . . ... ...... . ::::i::� �:H� iiuii:Eiui_iiiiiE� :iiiiaEiiiii:::iiei::ii� eua3ii'u:3?�'r'_ic' �s�i?iu=e =.'�.:.s.°Ls�i"':.::e�ic.-�u�tpufiw::�;;iiiiuii� i::::_ ii� ii:icie::i ��f?f�3�3.'!':�?�'?�.?.:� ai.�!d WEIR COEFFICIENT 2.60 EMBANIUIENT TOP WIDTH 1.00 ft ' ***** USER DEFINED ROpDWAY PROFILE CROSS-SECTION X Y COORD. N0. ft ft 1 0.00 5121.95 2 100.00 5121.45 3 120.00 5121.94 i&ISt4!fFsSs�E??�!±+ii?i°�r•T:i�?i@.9:i�3?:u'''3�!es:r.z �y?i:3@....�iew��tz�mi4�'?�.i.'�e @E}?�'r.ar':�4�!�?3i$iiiEei?iE?!i?. a?s.:iie�ii• =i�aS3i�!!3@tn$ iz`wu'3a��ie93�..33i"':�:....:::": �� "': �'m'iii�iiiEin'�= ifiiliF�E'r�TiEiL°.."F....z�.ii�i36F�'_�!�'iiii%Wii�'itua�t �?L°ec imofifL3i!EiY?i.:.L'iI?+�!i�es.'—fm i25ilS'33Cst:? � � ' ' ' ' CURRENT DATE: 08-07-1999 FILE OA7E: OS-U7-1999 CURRENT TIME: 13:13:23 FILE NAME: CGPL-P � .,_: �.�_, : ......... � .:�: •� •s- ::::::::::::::::::::::::::::::::::::::: :::::-:::_::::::::� s�::;mn . ._. .. _:. - '•- •W : � . . ..-��: -_ :::::::-:::_ ::::::::�......... . _.��.�.� . .�;� W,. �....�... �_::as;::;;:;:::s::::::::� :::;:_::�;:� :� :a:s::s::.=.::� ::s:::sss:s:s+�� :�_..�::ss!��-�,.�=y��u�.�...;_...-�x:-�-�i5€€si€€:i€� � :f� :'s� :;:: ' .. . �``'i.�..' FHWA CUWERT ANALYSIS = - ' ��::.: _-.�„:.,... -,.: �,��iCu�:'.:' .. . '.'..... ;= NY-8 VERSION 6.0 >>•r.�:.:-:� . , �::u,�:eu3x�;:::........ ' ' ' L � ' I C � SITE DATA � CULVERT SHAPE, MATERIAL, INLET I � U �----------�---------------�..--------------------...----------�-----------� I � I 1NLET OUTLET CULVERT � BARRELS � � V � ELEV. ELEV. LENGTH � SHAPE SPAN RISE MANNING INLET I �NO.� (ft} (ft) (ft) � MA7ERIAL (ft) (ft) n TYPE � � 1 �5117.50 5117.30 14.00 � 1 RCP 1.25 1.25 .013 CONVENTIONAL� �2� ( � �3� � � f4� � � �5� � � �6� � � ��.�:�=�;�s-�:�,.,��:.�:-„_.__....��::�x�::��_��:� ��:w� :asn��_==._.:�:�._!.-�,;:�� zs;��:�:�� ::�=_!�-c��:::�:�a:a�-��M�:��:r.::�sa..�.�:-- ••na� =•�.�;:��!:��::.:: _��r:_ SUMMARY OF CULVERT FLOWS (cfs) FILE: CGPL-P DATE: 08-07-1999 ELEV (ft) TOTAL 5117.50 0.0 5118.14 1.0 5118.31 2.0 5118.54 3.0 5118.76 4.0 1 2 3 4 0.0 0.0 0.0 0.0 1.0 0.0 0.0 0.0 2.0 0.0 0.0 0.0 3.0 0.0 0.0 0.0 4.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0_0 b ROADWAY ITR 0.0 0.00 1 0.0 0.00 1 0.0 0.00 1 0.0 0.00 1 0.0 0.00 1 � 119.00 S:0 .0 0.0 0.0 0.0 0.0 0.0 0.00 1 6.0 0.0 0.0 0.0 0.0 0.0 0.00 1 5119.61 7.0 7.0 0.0 0.0 0.0 0.0 0.0 0.00 1 5120.01 8.0 8.0 0.0 0.0 0.0 0.0 0.0 U.00 1 � 5120.46 9.0 9.0 0.0 0.0 0.0 0.0 0.0 0.00 1 5120.96 10.0 10.0 0.0 0.0 0.0 0.0 0.0 0.00 1 5121.45 10.9 10.9 0.0 0.0 0.0 0.0 0.0 OVERTOPPING i9i3HiE33i:iae,: ?an,r.;� ;,,_r._;�iuHllc�.38?� !EEi.�??siiiiiir.?2r''i:�fllP.iFlid???iif:.R?=�...fiiiL•�?�i�x3i%fl��"�i�H�33?�3�.493nJffiL�xE!..�ei" i"c�F.iHliii�c �FiL-::�i: � `eiei.i�i:esni�L�u� �ii?ii.:'s'ii��iiieGi:?iieWii5i533EiE'�!'� Giinmemifi°_�'cizF'r_emsai7� m:_eumm�&Ni�"'r�.-�n-'e�iiiS�u^�r.a::.i =.::d�?ea33'sF3E2E£e �ieee � f�.. ' ' ' ' ' ' ' i8i1i1E"":r.��n;xnri�iisF' :.:r.:.: �=r,r.asumiAf :iT:iiu:.^ ei?eEi7,mi:ii� ???i?ie`:s' r:eFi'3?3?3i?Y-�''.u:'.�l�n??uaei&Si3...�LiRT�i� i.^ssF.::: ::: ...'«::»: ;. :. a-e""°:... : : . F..'�er?�°?ii :i:^ ......... _EYa::::::x�.�2aiine?c>�^':'f°''i:iiii^uiileei?iE:i?iic�:"::':'u�:n::ii�iiiii::::'3ilE3ir.iiin'.'.r::��eiEiiiieC?ii�?: =Hi5i:s':.'�--�'j:.:_wu�Tui:$i£��""i�:?'scie=:i=:�::i SUMMARY OF �ITERATIVE SOLUTION ERRORS FILE: CGPL-P DATE: 08-07-1999 HEAD HEAD TOTAL FLOH X FLOW ELEV (ft) ERROR (ft) FLOW (cfs) ERROR (cfs) ERROR 5117.50 0.000 0.00 0.00 0.00 5118.14 0.000 1.00 0.00 0.00 5118.31 0.000 2.00 0.00 0.00 5118.54 0.000 3.00 0.00 0.00 5118.76 0.000 4.00 0.00 0.00 5119.00 0.000 5.00 0.00 0.00 5119.28 0.000 6.00 0.00 0.00 5119.61 0.000 7.00 0.00 0.00 5120.01 0.000 8.00 0.00 0.00 5120.46 0.000 9.00 0.00 0.00 5120.96 0.000 10.00 0.00 0.00 ztw'fii:".:�ii?ii°Ei?.".:u::Ei3'.'x�LS�:��?C�?cT�..'-»^.uie:3ri�ilL?Q!iCaEil::e�^?'iiiE�'.r�o_x,uliiG'=uiP!�.9�e::c��:�_o ��i'E!�?.".i.�T�_.a...?..oT$H8lt �.°�c iSimiui3lii??n =ii?3F?'i?i �cei•'aiu�8ii9fiE::��i�c:l�HtifiEe nL�e:`0Du'ai34lii?df�8!iRiGt�iif!?�±ns:w7ili5xi3�tii?�Ti983L3�?:i6i6m'a!e'a6c��= eL�..7i3A�6E�. <1> TOLERANCE (ft) = 0.010 <2> TOLERANCE (X) = 1.000 at�a!�. aa�y::�:s��r�a��a� �.��u.�: �:.:;::��:�.�!��s:�.:::�ae�.�„��m��..mna�� t:!�ar�;�=::�_:�::�::,-�:��sanes�n�:xE�!�--��tu�'nt3u��:�m!��!n��s�.�!fty�� ::::�a�;:�rs!��st�ss!:m.�!u��s�ps3�a��.=_�.�ss�wu!�e:� �vl��rf Qnaly�n �ur d��trm�n�� ,e h�dradl�c r��n�� {iG u/�,�r � � � ,� P � cv c �► p� �?P, p� � 5, �r.% vls NC,� = ;119. �� i, �1 � i' , � � � � CURRENT DATE: US-O7-1999 CURRENT TIME: 13:13:23 z FIIE DATE: 08-07-1999 FILE NAME: CGPL-P PERFORMANCE CURVE FOR CULVERT 1- 1( 1.25 (ft) BY 1.25 (ft)) RCP DIS- HEAD- INLET OUTLET CHARGE WATER CONTROL CONTROL FLOY NORMAL CRIT. OUTLET TW Ol1TLET TY FLOtiI ELEV. DEPTH DEPTH TYPE DEPTH DEPTH DEPTH DEPTH VEL. VEL. (cfs) (ft) (ft) (ft) <F4> (ft) (ft) (ft) (ft) (fps) (fps) :i0i.enrcg.saxrxr�i�.iien:: si:iti�3F�"ui!?A39i31R3?%E?!i�8!:.W. �4i�i696i&�.fiEli:!�ii:7Ps'�993iPiii� ??EL'•S:".L?!5?i�°��?y:5ii:x.:tlia::.9'i�..'y��l35i . e��3(1�'S�tl�15µL?�'31L��f.�«.' 1�.:.:�� :Y.1�'�'�'.�1�'Itltfi:elait43t��CL�'Sti�t{��.�.t.E�l'.�Stt1�tl��ti�Ci�l2�llii:il t�.3�:i� .t�1ili:Fii4�1 .��6CREtWEul.ft[e�i�11:NJL:�ii..T��i1C�11 0.00 5117.50 0.00 -0.20 0-NF 0.00 0.00 0.00 0.00 0.00 0.00 1.00 5118.14 0.52 0.64 1-S2n 0.30 0.39 0.31 0.13 4.19 1.44 2.00 5118.31 0.81 0.78 1-S2n 0.43 0.56 0.36 0.18 6.81 1.T3 3.00 5118.54 1.04 0.94 1-S2n 0.54 0.69 0.57 0.21 5.52 1.93 4.00 5118.76 1.26 1.13 1-S2n 0.64 0.81 0. 0.24 5 9 •08 DIS �C.�` ' sll,� !�'b,83' 5.00 5118.99 1.49 1.35 5-S2n 0.73 0.90 0. 0.27 6.28 2.20 6.00 5119.28 1.78 1.60 5-S2n 0.83 0.99 0.87 0.29 6.61 2 31 5��r��' 7.00 5119.61 2.11 1.87 5-S2n 0.93 1.05 0.97 0.31 6.88 2.40 8.00 5120.01 2.51 2.18 5-S2n 1.08 1.11 1.01 0.33 7.51 2.49 � 9.00 5120.46 2.96 2.57 2-M2c 1.25 1.17 1.17 Q.35 7.47 2.56 10.00 5120.97 3.47 2.93 2-M2c 1.25 1.23 1.23 0.37 8.21 2.63 El. inlet face invert 5117.50 ft El. outlet invert 5117.30 ft El. inlet throat invert 0.00 ft El. inlet crest 0.00 ft ' L � � ***** SITE DATA ***�* CULVERT INVERT ��*****"''"*''�" iNLET STATION , O.OQ ft INLET ELEVATION 5117.50 ft OUTLET STATION 14.00 ft OUTLET ELEVATION 5117.30 ft NUMBER OF BARRELS 1 SLOPE (V/H) 0.0143 CULVERT LENGTH AIONG SLOPE 14.00 ft ****• CULVERT DATA SUMMARY ��*"***'�"'**********"'**�"' � BARREL SHAPE CIRCULAR BARREL DIAMETER 1.25 ft BARREL MATERIAL CONCRETE BARREL MANNING'S n 0.013 �` INLET TYPE CONVENTIONAL �� INLET EDGE AND WALL SCUARE EDGE WITH HEADWALL iNLET DEPRESSION NONE ' ' ' , � � ' �I ' 3 CURRENT DATE: 0$-07-1999 FILE DATE: OS-07-1999 CURRENT TIME: 13:13:23 FILE NAME: CGPL-P ' „�__.._ �� :. �=::-::-:::. - ' _ rntl,uu�ss:�u�i�:u��,�,..�:::::::::. :.:...c :t.:-........... . �- ..; ..umncr�zi m i mu �tusn:�:lutiultl:f:�!'�t::::::. , :.�,�«p:�-�;�-::ttt�t -�mu;ui:r.•--:t�t�! �......... - ..._.. �_- :.�:�. .,...::.._ --::::::::.. TAIIYATER ..: : �m��:;•�;:,-::. - .:::::::::::: _ :� .............. . �; � , �:�..-u_::�:�::-.�:::::.::�::::.:w:::::�::�::::::-::::�::::��.:::��:::�:-:.��::::��:::�:�:�:-:::::��:::��, :::::::::.:::: ******* REGULAR CHANNEL CROSS SECTION **************** 90TTOM WIDTH 3.00 ft � SIDE SLOPE H/V (X:1) X20.0 CHANNEL SLOPE V/H (ft/ft) 0.030 MANNING'S n (.01-0.1) 0.035 CHANNEL INVERT ELEVATION 5117.30 ft 'CULVERT N0.1 WTLET INVERT ELEVATION 5117.30 ft •**"'"'** UNIFORM FLOW RATING CURVE FOR DOWNSTREAM CHANNEL /• FLOW 41.S.E. FROUDE DEPTH VEL. SHEAR � (Cfs) (ft) NUMBER (ft) (f/s) (psf) 0.00 5117.30 0.000 0.00 0.00 0.00 1.00 5117.43 0.713 0.13 1.44 0.24 � 2.00 5117.48 0.727 0.18 1.73 0.33 � 3.00 511T.51 0.735 0.21 1.93 0.40 4.00 5117.54 0.742 0.24 2.08 0.46 5.00 5117.57 0.747 0.27 2.20 0.51 i 6.00 5117.59 0.752 0.29 2.31 0.55 � 7.00 5117.61 0.756 0.31 2.40 0.59 8.00 5117.63 0.759 U.33 2.49 0.62 + 9.00 5117.65 0.7b3 0.35 2.56 0.66 10.00 5117.67 0.765 0.37 2.63 0.69 L ��.�=F.ittiii�..t::isi;i;:iii;i;.: �,��•�� ROADWAY OVERTOPPING DATA un:x�?.s•'=:"�iFE-'.c:ii�a'ne:ti�3:f!ii!!�i'i'i.ii�� ii^�3M'?E :ii� � !�: =� :iitte�i�:�ii �� iseiiiiG-T :.�..._. .� .._. . . . i�...s..«. . _, xn cr.:ecr.r'3r.� �iiie�yi�:eBG ii :ii��ixe:::9F.:n, ,r.,,�..-....sr.;c^i ='r.EiEiii:i?iiiiuiii'r.:i. = waFB:�ii�:� i.... �i8!!Llirx WEIR COEFPICIENT 2.60 r EMBANKMENT TOP WIDTH 5.00 ft I CREST LENGTH 100.00 ft � OVERTOPPING CREST ELEVATION 5121.45 ft � ' . ' ' ' ' ANdERSON CONSUI.TINC� ENC�INEERS� INC Civil • Water Resources • E�rvironmental rme r - Proj �Ct 1.��nhJOG�'� ��ell L�yC�0�0�+� 4ub�ect . ��st�r��on �0�►� Ca�C��a�]o�5 .-rr� h��r �ea = 13�� ac�e5 CS�bbu5�n5 ll.�lo?� !� �� e��iaSa��a �►w�-rnc(�d� Iq�� = I,OSa�rrs �.� c�h�f P ^9 � � � � fror► u STx�► F y,,re 5-I ��e� vir�� 0- 05 i�c�►e5 0� �vccu� c WQCV = (�3.1 a�)Co.a��l��) (�� - p,o� ac-��. � �D��rnfio� �vnd Florma� �I 5 G�Cv= 511'�-D �'�jms�. 5ur�ac� a�ea = a�d 3 Q�rc� �cqv�� W QCV deP�-h . 0, OG a� •�4/a.a3 uc rc5 = 0, 0 3�'�. Project Nwber r r� �'�� L� BY �� p►ecked By are�a9� t� (�agc r�,�t = D� bG a �- F� t�135�00 �'f' , 1 hv�� : 0, �� s �02 hv�� ac 3400�Cc a�{.an mUx. W QCV d�p�h � b�03f� , a5��m e q✓e��e di��Gr�e i5 a% b, 0►S�f � W��r�qvu�ion: .(,�: C�N3�� -� �, = 0��3�s _ a,o�o,ois)'� � �o,q ��. 3t P�pe Of Oats � � � Dete -"• Sc� �onci 0�f �C� cti' ��eva�o� �II�,D � w�%�t an WCi� JeK'�'1I�5 ��14/1 I0,9 �, � DRAINAGE CRI7ERIA MANUAL (V. 3) g � � `o � m t U C '0 m L � m � 3 m � � � 0 � � � .� � m � STORMWATER �UALITY MANAGEMENT Note: Watershed inches of runoff shall appIy ro the enbre watershed tributary to the BMP Faciliry. FIGURE 5-1. WATER QUALITY CAPTURE VOLUME (W(�CV) 9-1-1992 UDFCD 0 10 20 30 40 50 60 70 80 90 100 Percent Impervious Area in Tributary Watershed Source: Urbanos, Guo, Tudcer (1989) ANdER50N CONSU�TINC� ENf�INEERS� INC Civil • Water Resources � Environmental wnar-Projact i� on �,•�o� %�c'YI � ✓�C � d �v�v SubjaCt , � ��.,i�m ��+� bl;a ��I �P hor�al Vhefl�ad �G�31►15 oil9�a� f}t'ea - 13. � a� � n��1a� �v�d _Gfc� �n� � Project Nusber �� BY �t,D Ch�ck�d By i�� V�o�3 qlla = 3�a5 a�� -> a3� �% �m pc�vivv3 , �se d5°� o�e�IGh� .�oW Je►�1,= �5 �� --� ��d�h = �83sF�. Slope: 5�qo:s��I��F�- = la,(��%v De ��n fio� ��►d 3� ( IS ��ncti i�GP a,�l ef �I5 inu = SII�,o � D�5 I�r � Sit 3� o L=1od' S =1•a% Pepe Of Date 8�ia Dats �o.�'fiC�r�s� �� e�al��itd►, o�F -i�e de��r�i� ��d, � f,�a� a53vmtd -�'(�0.t ri��/C rs no Cb�rtc �d en�- �'c�d � on S�ri r� Cre��C. Flood plu �.� ��sve� a re a dd��,ez� v�d « sePe�Gfe �o✓«, �h� ��as� o�.�:s Qnal�S�� s� de�,�c a s��ll efeva��. P �e - 5�r� e'U ��{�Q�y ��a}�n� �u�✓e a,a13 acr�s � s►��I �IeV��tvr� �rscha c CP, e Gi) 5iar- �� QSS�'"�d con��+hf CF�,rnS I) Cck) a �Su�� 5� j� 511'��5 Slr�l-�q s��s� S�i�l, B 1 Sll�l �95 5JlS�o 0 r 3 � lo IS 19 0 � 1�5 a,o a,3 a�s a-8 0 ►.;�a i �s� 1-8 � l�q�l a, �a a,a3 �. �� = �a,� � coP,��= �,�� Z d-3� - a�o�� r�- 3�- f�- � �� -Gf a , w5�oo = Sr��l -� w5a - 5�r� ► 1 1 , ' ' � r � , � � � , ' ' 1 1 1 CURRENT DATE: 08-13-1999 FILE DATE: 08-13-1999 CURRENT TIME: 00:31:16 FILE NAME: CGP-DP = J1111111�1 � •�=?�f{iii��ll�llllll!!il!!iii:'� Cs�?!!L?!?�?!QfFi?r.=?:liii�'?li3iii�!!i?: =RllltitQ"a �- 11 � "^ � �i{ II UlllllUl!'.c::^-��a.m':�IIF��iiiie`�iiilli'�'H'ss-fiii85u FNWA CULVERT ANALYSIS �j�(� �j�j��}� MY-8 VERSION 6.0 �'•�'•'•�'•�fflF'•��'•�F��fu�m ' --•-•:�•• _ ...,.._..��; ..._- �•:{s=:::;�::�:: , ='=:•,n-....-. �,�•��: ......_ ...........................................................................n;k'F'a�"FFL�ii?:'�..�.i'r72°F.ii:"»=.iSiiid?�eiii�m�i?�i � ._.�54i�3L"8�S?FYIFF3 LeiF�:ii ......................................................... _ _...................... ....................................................................................... ....................................................................:...............�"':L�iiiii^ "��sef:i!uiiu� ::ii:iii:L�fi3i'.i'iii'a"3G.i�2FL �'i!tid'sec�e�6d3l3�i8iuiwiuur�xif°'•= ax; ::::_ :::::::::::::::::::::::::::r.::^::v::::::::::::::::::::::::�:::::::::::: �•... ..:__ _�..... � C � 5[TE DATA � CULVERT SHAPE, MATERIAL, INLET I � U �--------------------------I---------------------------------------------�-� � L � 1NLET OUTLET CULVERT � BARRELS � ( V � ELEV. ELEV. LEN6TH I SHAPE SPAN RISE MANNING INLET � INO.� (ft) (ft) (ft) � MATERIAL (ft) (ft) n TYPE � � 1 �5114.00 5113.00 100.00 � 1 RCP 1.25 1.25 .013 CONVENTIONAL� �Z� � � �3� � � 4 �5� � � �6� � � i::.L•3 =�:'�iii5_3�'�3S�ie�':= ::• T-•i�-:::ii°'riiii!t!?}tlri:z3ii��'#Sieiie e ix?Ii?i!i•.?f'.E•.�''s.ii;r,;�iii: =:ni•..ii?.".3�3?!P!�ie=�.°:Ei3iiii.°.::°:.n� iE:.i= i�iiii'r. =��ri:�53 ........_ . .. ....... ...... x aarnn:�i'si'_��?i _r�:'�: _� mi8's'Fs:.-a��r_•ser.:'ns:�3iE3�o':ei'n:2u'x'4tii»�ie2ia£:w�:::::ri:mu:iiF3'ii'?:9i''3"a'.7ii�6iii�ii2C�i� � _�iiziiueat: »i::ci�.•:�= °n: •'.�'. nea_3iz.utl�!?LRiEC•[i�siE�!�=_�i ='z_...5iti:ifft?"g?!';rc"�ia43�?� ::i.9Fi71:!$�iiEf3iL�?:".eiiiSra"liioFiEi33iva�aex-„�...�-.�:.y3t5:m.:,znme?!Gie�:i?E:YiiufkitNF!?SW�9 ._.... ..W....._.. ..,..� :TaiiC"�aeiF:Hf�e-:;:_i "ia•:'�� °'e«•xT' �.':i�??�PiiiEeiivr: ^?ELlii^:eiias.css�.:::!iai'r':iiici•�iiiii�Ciii'-=i%e^ 'i �s�u'aH3:.h•=:•r."..eF?ii?='aiii:iC-iii'9iir°�'i »i°' SUMMARY OF CULVERT FLOLIS (cfs) F1LE: CGP-DP� DATE: OS-13-1999w ELEV (ft) TOTAL 1 2 3 4 5 6 ROADWAY ITR 5114.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 1 5114.48 1.0 0.9 0.0 0.0 0.0 0.0 0.0 0.00 30 5114.63 2.0 1.4 0.0 0.0 0.0 0.0 0.0 0.59 30 5114.69 3.0 1.5 0.0 0.0 0,0 0.0 0.0 1.44 20 5114.73 4.0 1.7 0.0 0.0 0.0 0,0 0.0 2.27 15 5114.76 5.0 1.8 0.0 0.0 0.0 0.0 0.0 3.13 12 5114.79 6.0 1,9 0.0 0.0 0.0 0.0 0.0 4.03 10 5114.81 7.0 2.0 0.0 0.0 0.0 0.0 0.0 4.94 9 5114.83 8.0 2.1 0.0 0.0 0.0 0.0 0.0 5.84 8 5114.85 9.0 2.2 0.0 0.0 0.0 0.0 0.0 6.77 7 5114.87 10.0 2.3 0.0 0.0 0.0 0.0 0.0 7.65 6 5114.50 1.0 1.0 0.0 0.0 0.0 0.0 0.0 OVERTOPPING :!�:a'�Hur.:�S�! s�[e�.i. ^.'?e `.'iixiiieiihi'fzaii3Te'e�6i3!Ei�iiiaw3iSE?�.slii?iiFFFP!n`i.^.H:B°lli8?3aFiIfA.."lI3iE6el�:.IlifBifitliSk?i.:i?�lF9?iGlFENptE&ltfFS3�? i iz"� e83HE iiEIL�^.Wii�i irsi:::a�'d?�?�3i!'ci?i��- M?e: =..vieii4�E?tr. �;pes�u-:x: _: ;i,^a,,,,�� ne-...-::}i?E7F�0'r'uciiii�'efus-.i:'-_�iii�u6ili��= �i�air..:i:a:i�:: �"s•i._:E�ei� iii2'vii.::: =�i:i"iili&ii e"nie:eixL".�?iE0!??x±�?? a:iin:5a 77iE�::.f? .F'ai!lL�E,v�_.-eyii i?ie'@.�3iiE�'3�3"!!'+eEKF.in�rii3F3iiBi3iyT'^!ceB6Fi33"iiu F2C�i..sf!!9ii"�: R!!ei?iE!�E!�Sa:ii� iiie � eessiFeziiie:eeiSie�E?ei�: �� ::i£i?il333L'?!33!'r°ii'' :siiiuFE�3?!!.' � :iiii8??2eie?La :a�eifiee �-ieiiiE4f2.?Ei�ieeii'r.iiiE�53�iiiYKra�v? ='r.iii=?ii?if?iiiiciiie.iBiie::7:ii= SUMMARY OF ITERATIVE SOLUTION ERRORS FILE: CGP-DP DATE: 08-13-1999 HFJ1D HEAD TOTAL FLOW X FL041 ELEV (ft) ERROR (ft) FLOW (cfs) ERROR (cfs) ERROR 5114.00 0.000 0.00 0.00 0.00 5114.48 -0.003 1.00 0.10 10.00 5114.63 0.000 2.00 0.05 2.50 5114.69 0.000 3.00 0.02 0.67 5114.73 0.000 4.00 0.02 0.50 5114.76 0.000 5.00 0.05 1.00 5114.79 0.000 6.00 0.06 1.00 5114.81 0.000 7.00 0.06 0.86 5114.83 -0.001 8.00 0.07 0.88 5114.85 -0.001 9.00 0.05 0.56 5114,87 -0.001 10.00 0.09 0.90 iEif19%!?!5�.�a::i^��iS???i�3PH°=i:e�:T.:?::i'r.?ii:eeiL� iii ^°L"^.?CY.!m�..�r;,raxeeii'i�li!'��s i?!?�.hTiEii�tl�.?A�ES:tliri,r.sei?Jw7iG�iitBiEs?Eci:iai°i�'�emi �=i iia�iidL•Hifii -:c?icmi� Y?iNi!�'Gi� ii::niiS:33'ai5ii e �-eiF �9iu!e'u�ii'r.e:a3CEE!?ii'r. �i:�3Aiff3ii3�ei:=:.aiin18i3t!si::eii!!R5t9E��i:a�Giiiiiui�!!!!6i:ai3rzSii3?i�iaiei» <1> TOLERANCE (ft) = 0.010 <2> TOIERANCE (X) = 1.000 :�:�"'E:'.3iE°°�:?:^iFz�iiiEliBf�iiSiiF�uREi:P.'x�?ei:iiii:?t!iic:eiE�iieti-a•ee"i iuFHHlliii:.�!� ie= ief4:i�:n�,,.-� ar.SW:ir:�ii8i4E?: :�:�'Eii FEi83?!?E!!F'i..=:�i:."'-«+SlIFi ti�ii3r._iiu�i3ifik3ii�8iP�a3?'s"3?fIHiL��i.-..�'�.d? :7:.. :L:iFti-r�9i�w"3ii8dW! ..�3e3?!k"S�3enEffi??3i�'iiili83i�_ '-E...�ST �i�3Ei0•a':iC'�9iRH:�?�.9�.aa'i�o.'93�.�£?�...e�» ' ' ' , 1 2 CURRENT DATE: 08-13-1999 FILE DATE: 08-13-1999 CURRENT TIME: 00:31:16 FILE HAME: CGP-DP I �_iiliiii:llL''s7'�ll�lilli:i:= i -.-.�:'• il^..Iiilli!!ii?E� .::iilii��- . :�� .�.::�=;!!y!!7�!lIItL��'��Iiiiii:�3Ei t �.:itlltitll:• �;tift�iiiiiii= . ... _...� . iirn � . - �.. ,.u::::A!!I!!!!!+ - �niitii� �' ;. ...� �.� :::.--'�l+lW!!lL�M!! • f'�k: PERFORMANCE CURVE FOR CULVERT 1- 1( 1.25 (ft) BY 1,25 (ft)) RCP :r..n�r..-::� ::.-.r.;-r::.-::.-:.==:::.^�:iiFM ?iiiriu::iE:"=ii?x�"'i. t so . • �'..?I!'.�'{:�._i: i?'i'r� a?�»AE�?C - ��? ._..� _......._...._..........._..._.........._.......... . i:EiL.Si�'3•T-?iiF�iiEEiiS:?.x:.:».fi::?i?�:??ei�E �eti'�:-3iiiIFi�3ei siiif3E4f�iS�?�'�..�.`-.i_:'.��'iiiiriii�E:if '��s:�e�°-.�ie=��'r"siei�iaai DIS- HEAD- INLET WTLET CHARGE YATER CONTROL CONTROL FLOW NORMAL CRIT. OUTLET TW OUTLET TY FLON ELEV. DEPTH DEPTH TYPE DEPTH DEPTH DEPTH DEPTH VEL. VEL. Ccfs) (ft) (ft) (ft) <F4> tft) (ft> (ft) (ft) (fps) (fps) ' .^'..e::Y.^::z�:::�::L:.^.i'«.:�.::::�.:�:E�iSE§iisiRC:::3L::i9'..�i�i•i5:J'�i:s::L'.}f:il:Y°-.�.^:S:G.^..^.t�:iiY:t[::...^µ^.....^.::5t:w:.'::i::•w.i^...."..�"�::�7:f:.'.91:i3N.'i�'.-LTr"i_:�•'...eE�. 0.00 5114.00 0.00 -1.00 0-NF 0.00 0.00 0.00 0.00 0.00 0.00 0.90 5114.48 0.48 -0.16 1-S2n 0.31 0.37 0.17 0.20 16.37 0.85 1.35 5114.63 U.63 -0.07 1-S2n 0.39 0.46 0.26 0.30 7.51 1.07 , 1.55 5114.69 0.69 -0.03 1-S2n 0.41 0.49 0.29 0.38 7.30 1.21 1.71 5114.74 0.74 0.00 1-S2n 0.44 0.52 0.32 0.44 6.91 1.33 1.82 5114.76 0.76 0.02 1-S2n 0.45 0.53 0.33 0.50 6.87 1.42 1.91 5114.79 0.79 0.04 1-SZn 0.46 0.55 0.35 0.55 6.84 1.50 , 2.00 5114.81 0.81 0.06 1-S2n 0.47 0.56 0.36 0.60 6.81 1.57 2.09 5114.83 0.83 0.08 1-S2n 0.49 0.57 0.37 0.65 6.79 1.63 2.18 5114.85 0.85 0.10 1-S2n 0.50 0.59 0.39 0.69 6.76 1.69 2.25 5114.87 0.87 0.12 1-S2n 0.51 0.60 0.40 0.73 6.75 1.74 � i3ii:3i .ai:i8i? �:ii:E:-iei: =S-F.°.eii�i'`iiEieii.=if-ie�3e?3?! ::iiie �� I• •_•T.: �c'. s�:'h.:..iiP.� =:ee'.iie.'�..tii�'Seiii=iWiii:'Ei3i3Lqi"^eiSFiiE'a°.ii�iiisui:xii!Fr.�: ��;un,s_;;r -�...-_ ......_ � ...........a• _.. -m •r _ �.: �.....: m '�.. .�.... :::s:r.:::.a�....u:...i: e.:�:5i:�::ai:'.EiEEin� a� ;r�r:cii?ieeii:aieiinl�°i?. =-:e'9ii.:i':ie!�:s::::•xr•eai:ii-;r^eiiii.^:�ii?ii'••_^ii =:iieS•.•.i_:iE?3G3L�es?izii�a::::i.":::::3ie'?iiF.e?i3i'r.'.i_ � El. inlet face invert 5114.00 ft El. outlet invert 5113.00 ft El. inlet throat invert 0.00 ft El. inlet crest 0.00 ft � ***** SITE DATA ***** CULVERT INVERT ************** INLET STATION 0.00 ft INLE7 ELEVATION 5114.00 ft OUTLET STATION 100.00 ft � OUTLET ELEVATION 5113.00 ft NUMBER Of BARRELS 1 � SLOPE (V/H) 0.0100 � CULVERT LENGTH ALONG SLOPE 100.00 ft ***** CULVERT DATA SUMMARY ************************ ,�. BARREL SHAPE CIRCULAR BARREL DIAMETER 1.25 ft BARREL MATERIAL CONCRETE BARREL MANNING'S n 0.013 INLET TYPE CONVENTIONAL INLET EDGE AND WALL SCUARE EDGE YITH HEADWALL � INLET DEPRESSION NONE sr.� _.., �.. ._____. -_ � -�, • -• . -,-- v �,�-_ �, : i : .. � .z_... ...... _.. .:r.a.-:r_._. � ......:..... m... u xiu. _.�r.::n::s..:...L....a..........�'sdioLui":::.::.-iie?....�.... aii.u� ...�. �.: ..:. .. . , _.a•xar. ••: ........__._.: � ._� _; ::«.r... _ . ._n _... . •.•_.•.••.•:cf"aiiieTiliia"iiiuuiiR::i:ii-...i•r-;; =. ee.Eei�:cii _ :iii.T..4..x'ii''.�=eiuiie::is�msxa�52c:=iiii7N8i''� °:'7?iii':.d��F.a'ii'.t.ii� a3i'rass' i�ii6'•�::= ::.::�::i ' ' 1 1 , ..�.� � � ' ' 3 CURRENT DATE: 08-13-1999 FILE DATE: 08-13-1999 CURRENT TIME: 00:31:16 FiLE NAME: CGP-DP i!9i� �:�-l=::::T:::::::ie:i:i:i::ii:::-?::i:ii:::Eii:::i:::: �:::::iF:EiiiL•:L.:..:?:!!�fiiE9!i.::PlcL!e3��'Fi.� t'ci[IF�iefE8i3Sii&�=?e!Sii:i:Sii'iuii'i:i:EiEE?Eii3isi �:?iiieii:;iE::ii?iiF.iii t ... .. ilmiue��.'�ei:iei:ii:ciii:ii:ii� iii:::e:::::i:::i:ii::::Ei:::::::::tiEiiei �:ii�eFEeL.::Eii::i'.:?9?:!:a8�.a°.:eWe3eia'�l:::'�'iLiHBW'"v`a'iee??i5E'siii �iiii::i::i:::ii�?:>iui� ::E:::3i::::::::.'........ . ..__ .3: :: �:-�::.._ , TAILYATER __ . '' _. .. �..�.-- ...._c: _:: ..'„ c::�:::::•::::::::: ��:.,•--_ ..:......:::::.............:.:................._ ._._ :..: .............._..._..... ..�:.::=n ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::,�t�M:::::�::t�;:�ss�n�.�r� � ,�� :�-!�xri�=••ss�::c:s::::::-::s::.....:......�........:::_.,::�::a� �::::::-::-:: =w�. r:��:att::s::::!:-::::::�- ::::::::::::::� ::;::::-:::-:: � .;::;::-.:::.._....-�:�G; :�.:n�r �� :�•_:.�::�:�r�s :ss=•-::-::s;:s:::::s:::::s::::::::::::.: �::::::::::::::::::::::::::::::: , ....�isL''....:...-a ...... a ... ....................._.......... "****** REGULAR CHANNEL CROSS SECTION *********�**�*** BOTTOM 4IDTH 5.00 ft ' S1DE SLOPE H/V (X:1) 4.0 CHANNEL SLOPE V/H (ft/ft) 0.004 MANNING'S n (.01-0.1) 0.035 CHANNEL INVERT ELEVATION 5113.00 ft ,CULVERT N0.1 OUTLET INVERT ELEVATION 5113.00 ft ******* UNiFORM FLOW RATING CURVE FOR DONNSTREAM CHANNEL � � F �� ' , � 1 ' ' FLON W.S.E. FROUDE DEPTH VEL. SHEAR (cfs) (ft) NUMBER (ft) (f/s> (psf) 0.00 5113.00 0.000 0.00 0.00 0.a0 1.00 5113.20 a.330 0.20 0.85 0.05 2.00 5113.30 0.342 0.30 1.07 0.08 3.00 5113.38 0.347 0.38 1.21 0.09 4.00 5113.44 0.351 0.44 1.33 0.11 5.00 5113.50 0.353 0.50 1.42 0.13 6.00 5113.55 0.355 0.55 1.50 0.14 T.00 5113.60 0.357 0.60 1.57 0.15 8.00 5113.65 0.358 0.65 1.63 0.16 9.00 5113.69 0.359 0.69 1.69 0.17 10.00 5113.73 0.360 0.73 1.74 0.18 �tttit�rt�ummnum^a�ututt�:�„�l;��i:,�::; ROADNAY OVERTOPPING DATA `s:.__..,..�: ti-:t��ttn;�rmr��,�.tr - -�_�!UtW!., � iiulllii:::::..-.a:t iu��.. __ .:;:.��!!� i n� ....r....�n.�,.,�.�,..,.. :.__....____..__.-_ :::� •�_::,:. iii�Tx.".iis:�E?!mn,r.ec.-�;i• u:i-:�ii°i?!!!ir iiii�iiii�iiiiF.e"i :i:wiFi� ��i�ctEEi.°F.r:ii� i'e niiiFNe?�"eeF7iiiE'fff�e? tillE!lii�ii5u?3!tRipl3ER88iBFf?�3.=.9ei�EiF. ifHa"??=i:=eeaii:x�.9Fi"aiiiExns �••�..:�:.:r.:�iF:F.?� �'?ie -::ieiHi':iii YEeisi � �'iiiiiii�.:=:'ieii:i iiei°:::r::iiiiei!n"?�iiiiaii ii.�:?e�::�i}E�litBliiEiiESe�=�i�isa NEIR COEFFICIENT 2.60 EMBANKMENT TOP WIDTH 10.00 ft ***** USER DEFINED ROADYAY PROFILE CROSS-SECTION X Y CoORD. N0. ft ft 1 0.00 5115.00 2 25.00 5114.50 3 50.00 5115.00 ' '. CURRENT DATE: 08-13-1999 FILE DATE: 08-73-1999 CURRENT TIME: 00:40:00 FILE NAME: CGP-DPH ��:�,:��:-�t:��: �a�...-M!=_:��.�:�a;=.�:�::�e!s� �,-..•-�i!��_��:axs�� su�3:�n�--�•�= -;:.•-sa:� , :.�!s=•••...... �:?mt�attt�ss; � ae:;:!��t �--�c�....� :�_•.�.._��. ;... � ..._._ - -_..;;:,.;_ . _z:� .�.��u��x:�a�a��.. �a'�o,��==_� ��s;s .'��iiiJiiili}i��Iiiililiili'�:_;;;:;;niun��r�A`s`:= FHWA CULVERT ANALYSIS s't. � :;;�:"`.=:,i�ii;,,c:'i;;i ::� ..._.----- � ................ . ......-...........-. ,_ ......_..-�----........._:�::mnu� HY-8 VERSION 6.0 �:._.:.-_.-_ ..._---.......___ _ .............--...... ... ........_..........--.. �.'!�-�•0iiiiii :i_�� °.�_EdEEEEE�S�ii;:...tF6i i .tlHllliiifi�'=�$ff°x•.-�::::..:: -�•..:-::::::::::::-:: .in .........'_" ...._..._... :... ' " i�ss . ._.. :z�.z::i::r.�:imttd.:_ic�^:::??::i-"•••i�?'��.6!?'r`.:.�F7'_x...'.�.^:.iii.�aif?I!�!i-'YR:s - _.__.Y-a-:iu�::T'.'r xntaar.a.-Rr.�atss:ca.::::a-:::ec::a:::r:^:�:::::�.�» -- �......_...._..r..... ..._.y......tt_........._.a.a_i......._...:.au3m�F:s=:s.iii�sTi�k3:_n�:ieiJ�s'IS°.L��'�'u�'�mc: i.c •-•�:�=..-7.:..••:.-ss:;r:iii=eE::e' � ,� C � SITE DATA � CULVERT SHAPE, MATERIAL, INLET � � U �------------------•-------�-----------------------------------------------� I � I INLET OUTLET CULVERT � BARRELS � '� V I ELEV. ELEV. LENGTH � SNAPE SPAN RISE MANNING INLET � �NO.� (ft) (ft) (ft) � MATERIAI (tt) (ft) n TYPE � � 1 �5114.00 5113.00 100.00 � 1 RCP 1.25 1.25 .013 CONVENTIONAL� �2� � � �- � 3 � � � �4� � � i�" � 5 � � � �6� � � __._...._.:.: -. _ __.^::� -�.. ..._..._....�,e:r`e:iii3G@iiitl.ql.i�..:.: �:":ii::::":a�iiiN'i?�ii: m?Fi?t"'su•am'iR'!u?meiis"'ii3i?f�ii�:..'="�'r: �.�._i-. ' m'itamiiif3L??�e: =.'ii=iiii�a ..,..._.�. • .__. -._. • .• ..,, ;. • ........:..:... •w '...=8'r.'vie =:e� ?: i:eirsio_:iiamiaiiiuiiii�'.�`.'.� �eei �P.iiiiEs�i.TL:x.."=u"ic:i�i::ur.:xnmci�iiEz=:-"'•rsa.�-"':: iCc�::_.iF�s�i:T.=r_.e'a•.m:eei`3'iei2.'_'_? �r eL•�af34itiFR64'�iiiiF�fie�:munir=:�:mTiti?h373:�?e°S?%'�P.Ss�EuniC??iiii::?SE5fFLaK�!�iESF.41i6n...�' :=�imne��:�F !!IH'sii..�ie=: ==.?FiF :iii�;...�iii• ^!Si�:::;; � ^,:: •,.» T,snr �`::: �i _°::.:.-i�'�s�.z::ESs..yy.�.::s�:in �_': d-n�� :�.�iry„u?.uttWa.i�_;: .is SUMMARY OF CULVERT FLOHS (cfs) FILE: CGP-DPH DATE: 08-13-1999 , ' � e � r� r� � , , , ELEV (ft) 5114.87 5114.89 5114.90 5114.92 5114.93 5114.95 5114.96 5114.97 5114.99 5115.00 5115.01 5114.50 TOTAL 10.0 11.0 12.0 13.0 14.0 15.0 16.0 17,0 18.0 19.0 20.0 1.0 2.2 2.3 2.4 2.4 2.5 2.5 2.6 2.7 2.7 2.8 2.8 1.0 2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6 ROADNAY ITR 0.0 7.76 7 0.0 8.61 6 0.0 9.55 6 0.0 10.50 6 0.0 11.43 5 0.0 12.37 5 0.0 13.32 5 0.0 14.21 5 0.0 15.22 5 0.0 16.09 4 0.0 17.11 4 0.0 OVERTOPPING 8Si}ISEL•�'-e:.':::5i•y:rSEi.-_T.:ee �iina�.""'h`..i....�..im.._.+�'„r�»::�s1?i�:ai3F5.��'"z7's'ei�i%e?^Heum3Sfil.:.i�ie�P!'�E"suii'B?� �'s.iiHf2i�i=is::' a.-: �:r.�:::::z::'�� ii9:?iiri:ii�R��i?:�::d'eii: =i3»:iiicec.__:e�i!!ll�9: �i:F.3i9fG-"r=�34i?F. �iiiSUEL?e?L�?k.T'rtitfE?i?i�i�'IFPs'?-1�. �== �i�!9�1."�i...- 4S �e� ia .._.._ ............. . _..:: SUMMARY OF ITERATIVE SOLUTION ERRORS FILE: CGP-DPH DATE: OS-13-1999 HEAD ELEV (ft) 5114.87 5114.89 5114.90 5114.92 5114.93 5114.95 5114.9b 5114.97 5114.99 5115.00 5115.01 HEAQ ERROR (ft) -0.001 -0.001 -0.001 -0.001 -0.001 -0.001 -0.001 -0.001 -0.001 -0.002 -0.001 TOTAL FLOLI (cfs) 10.00 11.00 12.00 13.00 14.00 15.00 16.00 17.00 18.00 19.00 20.00 FL011 ERROR (cfs) � 0.02 0.10 0.08 0.07 0.08 0.09 0.08 0.14 0.07 0,13 0.06 X FLOW ERROR 0.20 0.91 0.67 0.54 0.57 0.60 0.50 0.82 0.39 0.68 0.30 <1> TOLERANCE (ft) = 0.010 <2> 70LERANCE (X) = 1.000 a!n�tn�:F:-!=.::�:a�:-::-a��:��:�.;-.-��:a�..��:�s��sr=s!�t:a�:�ss�!��sm�:s��r•:a-�._ a�3�k�.-z.� � ' i0?� ��isih':i:�.:i.".�eeii??�i�i3?!?i?!�?!ei »�f3�:�i?f32ei =:�s:?�ii?8=?ec::33� a3NF!° ri�:i.�°'.._?iii:��.iei: �3RF"':u?G�eF�a..-samSrilmn'n� = , ' � � ;� � Z CURRENT DATE: 08-13-1999 FILE DATE: 08-13-1999 CURRENT TIME: 00:40:00 FILE NAME: CGP-DPN __...._'-' ................:.,:,:::r.:m:::::...:::::::::::::::::::w _.::::::-'.••••-.-'_'_-...Ffli� 111pl��=ci'i7iiiiiEiEi._ "4i!?P.NRH'r�itl(fi}tiBE: 3?fFiffit?it:�FiIH �.....__ FEEE'EE::i;;''-_......iiil:!:i��:'::s;....t�ti;ii_i:-.=L3iiiei��ii��'�Illlll-e ::::::::::::::•� I6"�iR�,7Asit r.R �- it;ii8;�tn ' �......... . ................�_........ .. PERFORMANCE CURVE FOR CULVERT 1- 1( 1.25 (ft) 8Y 1.25 (ft)) RCP DIS- HEAD- INLET OUTLET � CHARGE WATER CONTROL CONTROL FLOH NORMAL CRIT. WTLET TW OUTLET TW FLON ELEV. DEPTH DEPTH TYPE DEPTN DEPTH DEPTH DEPTH VEL. VEL. (cfs) (ft) (ft) (ft) <F4> (ft) (ft) (fU (ft) (fps) (fps) :�:i�it�„?�3if�:? �?..:.?i.-= : =y:iii^;a::::..$i:':=5i�-ii .ir"ni:�i"'-�'_...:':'iiimi'�iie:�ii�.:ie:.'�d'ui�li31F? �E�as`:6E�'N2�Tifi{F'i�ifiE9::si..�'. �iiF.'s". . ...... .: � _.. • i3i8:ii8F=!' �:i?=ii =::iir-eia=ii:u3?33iiii.s'ia:3ei: =..'e.�?3ii^eC�:�iifiif:e3k3L�H�� iiie�L:'i8ia[i3?!?��???3?�5:uo'�t�.'?'�+'.,.�'?�ii?�i::�L°i� .»�eu�:8'i7,' � 2.22 5114.86 0.86 0.12 1-S2n 0.50 0.59 0.39 0.73 6.75 1.74 e 2.28 5114.88 0.88 0.13 1-S2n 0.51 0.60 0.40 0.76 6.74 1.79 2.37 5114.90 0.90 0.15 1-S2n 0.52 0.61 0.41 0.80 6.7Z 1.83 ' 2.43 5114.91 0.91 0.17 1-S2n 0.53 0.62 0.42 0.83 6.71 1.88 2.49 5114.93 0.93 0.18 1-S2n 0.54 0.63 0.43 0.86 6.61 1.91 2.55 5114.94 0.94 0.20 1-S2n 0.54 0.64 0.44 0.90 6.62 1.95 2.6U 5114.95 0.95 0.21 1-S2n 0.55 O.b4 0.44 0.92 6.62 1.99 2.65 5114.97 0.97 0.23 1-S2n 0.56 0.65 0.45 0.95 6.63 2.02 2.71; 5114.98 0.98 0.27 1-S2n 0.56 0.66 0.4G 0.98 6.63 2.05 � 2.78 5114.99 0.99 0.31 1-S2n 0.57 0.67 0.47 1.01 6.64 2.08 2.83 5115.00 1.00 0.35 1-S2n 0.58 0.6T 0.47 1.04 6.64 2.11 El. inlet face invert 5114.00 ft El. outlet invert 5113.00 ft El. inlet throat invert 0.00 ft El. inlet crest 0.00 ft � ***** SITE DATA ***** CULVERT INVERT ************** [NLET STATION 0.00 ft INLET ELEVATION 5114.00 ft �j WTLET STATION 100.00 ft � OUTLET ELEVATION 5113.00 ft NUMBER OF BARRELS 1 SLOPE (V/H) 0.0100 ' CULVERT LENGTH ALONG SLOPE 100.00 ft ***** CULVERT DATA SUMMARY ************************ I- BARREL SHAPE CIRCULAR I BARREL DIAMETER 1.25 ft !M BARREL MATERIAL CONCRETE BARREL MANNING'S n 0,013 � INLET TTPE CONVENTIONAL INLET EDGE AND WALL SGUARE EDGE W1TH HEADWALL INLET DEPRESSION NONE I �fiifG.�.sl:3Si�'i?3W..CiR?�iE�"x_�':i.yii'a"dii3i a'i?ii3fr�f?i.:rS3iii�Mis.�!E_�:'SmsiiiiB!llSt°Ea�34!! zii:i8i3iE83i4f!ir_�'s!e-' i�3:ifH3liF.x."�.... �':FE�Ff�fSS'�if?= �i �i:�i.�.Ts� 'zwiie:ii�:ee:Ei�F?iif?Eii�i9iili83n'fii?:Eii1leg,m::e'-e,�r3l7?�W.im...�.'.?=e233iifl31:::?�?eeiii'oE�e�1 e:laf3iifEi:»�iii3L5fa`tt2:L�l�S°:�:=:�ieFki3::"_�!HI?£'�.'�.:?.s"�ua"7i�Te3�ei ' ' ' ' ' ' ' CURRENT DATE: 08-13-1999 CURRENT TIME: 00:40:00 3 FILE DATE: 08-13-1999 FILE NAME: CGP-DPH ' :qil!t::_::AA::':--�rliititiiiliiitn'-'Cllitiittiiltitlllilll�ttn:::2•��•�,-_�:,a:iE=i!!3eiE-.'�Fi �11:!�I!_-e::,lt::::::^::i;ttttinumusqciti:utWu�Ont::::n,�:°":..-��-�--_:::::::i�:;esssei�s:= . =-= :c:::a--:sa=�rt,-�.�::-:ssa:!:`'� TAIL4fATER nunr :nnmir;� ; ;r,nnmuumum�uuni umtiun -a::::::-::•-•-=�nuum ue�uuqn �� 'itiiiE�-ii!iiii!�!"5'.fiiif!iiiifiiiiifii�wr.;IIIB III�IIIIIII l"'� ^iiiiiiiiiiFEE.='-:i�iiFi{i iii� fiiLi� IL_ ' ***"'t* REGULAR CHANNEL CROSS SECTION ***"***'******* BOTTOM WIDTH 5.00 ft ' SIDE SLOPE H/V (X:1) 4.0 CHANNEL SLOPE V/H (ft/ft) 0.604 MANNING'S n (.01-0.1> 0.035 CHANNEL INVERT ELEYATION 5113.00 ft 'CULVERT N0.1 OUTLET INVERT ELEVATION 5113.00 ft ******* UNIFORM FL041 RATING CURVE FOR DOWNSTREAM CHANNEL ' FLOW W.S.E. FROUDE DEPTH VEL. SHEAR (cfs) (ft) NUMBER (ft) (f/s) (psf> 10,00 5113.73 0.360 0.73 1.74 0.18 11.00 5113.76 0.361 0.76 1.79 0.19 F 12.60 5113.80 0.362 0.80 1.83 0.20 � 13.00 5113.83 0.362 0.83 1.88 0.21 14.00 5113.86 0.363 0.86 1.91 0.22 15.00 5113.90 0.364 0.90 1.95 0.22 "' 16.00 5113.92 0.364 0.92 1.99 0.23 �� 17.00 5113.95 0.365 0.95 2.02 0.24 18.00 5113.98 0.365 0.98 2.05 0.25 19.00 5114.01 0.366 i.01 2.08 0.25 � 20.00 5114.04 0.366 1.04 2.11 0.26 � �......_............_.._.. .. ....-_...--�•-�---_. ......... - _.......�_...........-.......�:::r•a��nnttuamn ;..... �.......___ ...............-.:...........�:::• --......_.._�........�.._........ ..-.....---_ ................._............. ...., �...._..-.......�----......-_.. ; ;• ' ---� .............._........ . -- --......._..........�._........-.. r�3ts:i:::: ROADWAY 0 OPP i �iiiiii:�:::::::::�::::::::::::--::::::::::.-::; . ._.._....._...._._-_._:.:..._. _.;�: :�_•��':za:[�i:u5: i �a;ux;,r.ianeseuii"'?�iei'::^ :i8E9� eiE.^.ie� ic' � � �iiiiiiii-:9iiiii:E!iieeiiF:' ^:iiFtiiiiii.°'aL:Iw'°'iii�iStt:�:933iir::i:.� L�iiE'1i .?iccii� �iEiiP.iii::pi'r.'3'i � ........_..... ...............__....«.. �iPlii'�.i�3�...''�"si?�i:aF.!�l��t� :F..°".:.'�:� ::°:iuxu?is3fF:rt:i EiFie�':':'r:ii9ii:d :=.:tiii:riL�� ?iiiii2iiiii :::::::::::::::::-::^am"'iN@i:.'e- =.. =...::r=::.._..•y•ei::aE �'e3i.,'"_.i: . = .. . . ..... .. . .... �. I rt � � , � � ' , WEIR COEFFICIENT 2.60 EMBANIOAENT TOP WIDTH 10.00 ft ***** USER DEFINED ROADNAY PROfILE CROSS-SECTION X Y cooRD. No. ft ft 1 0.00 5115.00 2 25.00 5114.50 3 50.00 5115.00 mi�F"r_'ie_s':7?f!?N43I!tBF?IBS!�-.�.i��e:ri"'x.�eil:�if3itliiiE?i++..rsnrettiei'iF:iF":s iiNti3F�iii?�!!l��f!@.9!!..�NilS�ir.e_^i9�75i?HnF�E!3�.�iii.�E!i�ii�it�!!lixE";?EiE!i a.':�=.�.: as�.:iis.3ie�:i::=.Rii:IE?ti2:FiF.�u! :'. -:'-+�....R?iiii�aii'.5.:''9 :ueiiT�.siis.:siiiia+f��EfF°i1".tai?.iz:i�ei�+!!l9i6iwiieii�iz"�iSe�ii�aiE�iiu'r.iefwEZfieei:�'EE_!i � 1 � .� Z , , Z ' 3 4 i YATERSHED 0 , COTTONNOOD GLEN PARK - IRRIGATION POND DETENTION MODELING ACE PROJECT:COFC9808 �/O�`y� e�� ANDERSON CONSULTING ENGINEERS, INC AU6UST 1999 FILE:CGDP-100 - 100-YEAR EVENT I �� ( ' z4o 0000 �. � �. � �(I1�0I1 �0�1A 24 5.0 1.00 1.14 1.33 2.23 2.84 5.49 9.95 4.12 2.48 1.46 ��rn� '��v„l, ' 1.22 1.06 1.00 0.95 0.91 0.87 0.84 0.81 0.78 0.75 0.73 0.71 0.69 0.67 -2 .25 .1 .3 .51 .50 .0018 21 321 1835 13.7 25. .127 .020 � 0 1 10 21 ' 321 7 2 .1 1. 0.00 0.0 1.12 1.0 1.54 3.0 1.81 7.0 1.94 10.0 2.12 15.0 2.23 19.0 ' o , 1 10 321 ENDPROGRAM � 1 � ' , ' ' , ENVIRONMENTAL PROTECTION AGENCY - STORM WATER MANAGEMENT MODEL - VERSION PC.1 DEVELOPED BY METCALF + EDDY, INC. , UNIVERSITY OF FLORIDA � WATER RESOURCES ENGINEEERS, INC. (SEPTEMBER 1970) �- UPDATED BY � � � TAPE OR DISK ASSIGNMENTS � UN[VERSiTY OF FLORIDA (JUNE 19T3) HYDROLOGIC ENGINEERING CENTER, CORPS OF ENGINEERS MISSOURI R[VER DIVISION, CORPS OF ENGINEERS (SEPTEMBER 1974) BOYLE ENGINEERING CORPORATION (MARCH 1985, JULY 1985) JIN(1) JIN(2) JIN(3) JIN(4) JIN(5) JIN(6) JIN(7) JIN(8) JIN(9) JIN(10) 2 1 0 0 0 0 0 0 0 0 � JWT(1) JOUT(2) JWT(3) JWT(4) JOUT(5) JOUT(6) JWT(7) JOUT(8) JOUT(9) JWT(10) �i � 1 2 0 0 0 0 0 0 0 0 NSCRAT(1) NSCRAT(2) NSCRAT(3) NSCRAT(4) NSCRAT(5) �. 3 4 0 0 0 � WATERSHED PROGRAM CALLED *** ENTRY MADE TO RUNOFF MODEL *** COTTONWOOD GLEN PARK - IRRIGATION POND DETENTION MODELING ACE PROJECT:COFC9808 ANDERSON CONSULTING ENGINEERS, INC AUGUST 1999 FILE:CGDP-100 - 100-YEAR EVENT NUMBER OF TIME STEPS 240 INTEGRATION TIME INTERVAL (MINUTES) 1.00 1.0 PERCENT OF IMPERVIOUS AREA HAS ZERO DETENTION DEPTH FOR 24 RAINFALL STEPS, THE TIME INTERVAL iS S.OU MINUTES FOR RAINGAGE NUMBER 1 RAINFALL HISTORY IN INCHES PER HOUR 1.00 1.14 1.33 2.23 2.84 5.49 9.95 4.12 1.22 1.06 1.00 .95 .91 .87 .$4 .81 .73 .71 .69 .67 2.48 1.46 .78 .75 COTTONYOOD GLEN PARK - IRRIGATION POND DETENTION MODELING ACE PROJECT:COFC9808 ANDERSON CONSULTING ENGINEERS, INC AUGUST 1999 FILE:CGDP-100 - 100-YEAR EVENT .� I' , ' SUBAREA GUTTER WIDTH AREA PERCENT SLOPE RESISTANCE FACTOR SURFACE STORAGE(IN) INFILTRATION RATE(IN/HR) GAGE NUMBER OR MANHOLE (FT) (AC) IMPERV. (FT/FT) IMPERV. PERV. IMPERV. PERV. MAXIMUM MINIMUM OECAY RATE NO , -2 0 .0 .0 .0 .0300 .013 .250 .100 .300 .51 .50 .00180 21 321 1835.0 13.T 25.0 .1270 .020 .250 .100 .300 .51 .50 .00180 1 TOTAL NUMBER OF SUBCATCHMENTS, 1 TOTAL TR[BUTARY AREA (ACRES), 13.70 � � COTTONW000 GLEN PARK - IRRIGATION PONO DETENTION MODELING ACE PROJECT:COFC9808 � ANDERSON CONSULTING ENGINEERS, INC AUCUST 1999 FILE:CGDP-100 - 100-YEAR EVENT �a NYDROGRAPHS ARE LISTED FOR THE FOLLOWING 1 SUBCATCHMENTS - AVERAGE VALUES WITHIN TIME INTERVALS TIME(HR/MIN) 21 0 1. .0 0 11. 3.8 0 21. 8.5 0 31. 49.8 0 41. 57.7 0 51. 27.1 1 1. 16.Q 1 11. 11.5 1 21. 9.1 1 31. 7.6 1 41. 6.5 1 51. 5.7 2 1. 4.4 2 11. 1.7 2 21. 1.1 2 31. .7 2 41. .5 2 51. .3 3 1. .2 3 11. .2 3 21. .1 3 31. .1 3 41. .0 3 51. .0 COTTONWOOD GLEN PARK - IRRIGATION POND DETENTION MODELINC ACE PROJECT:COFC9808 ANDERSON CONSULTING ENGINEERS, INC AUGUST 1999 FILE:CGDP-100 - 100-YEAR EVENT *** CONTINUITY CHECK FOR SUBCATCHMEMT ROUTING IN WSI�R12-PC MODEL *** WATERSHEO AREA (ACRES) TOTAL RAINFALL (INCHES) TOTAL INFILTRATION (INCHES) TOTAL YATERSHED OUTFIOW (INCNES) TOTAL SURFACE STORAGE AT END OF STROM (INCHES) ERROR IN CONTINUITY, PERCENTAGE OF RAINFALL 13.700 3.669 .789 2.629 .252 .Q00 � . , COTTONNOOD GLEN PARK - IRRIGATION POND DETENTION MODELING ACE PROJECT:COFC9808 1 ANDERSON CONSULTING ENGINEERS, INC AUGUST 1999 FILE:CGDP-100 - 100-YEAR EVENT WIDTH INVERT SIDE SLOPES OVERBANK/SURCHARGE 'GUTTER GUTTER NDP NP OR DIAM LENGTH SLOPE HORIZ TO VERT MANNING DEPTH JK NUMBER CONNECTION (FT) (FT) (FT/FT) L R N (FT) ' 321 0 7 2 PIPE .1 1. .0010 .0 .0 .001 .10 0 RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFLON .0 .0 1.1 1.0 1.5 3.0 1.8 7.0 1.9 10.0 2.1 15.0 2.2 19.0 ' TOTAL NUMBER OF GUTTERS/PIPES, 1 �COTTONNOOD GLEN PARK - IRRIGATION POND DETENTION MODELING ACE PROJECT:COFC9808 ANDERSON CONSULTING ENGINEERS, INC AUGUST 1999 FILE:CGDG-100 - 100-TEAR EVENT � ARRANGEMENT OF SUBCATCHMENTS AND GUTTERS/PIPES GUTTER TRIBUTARY GUTTER/PIPE TRIBUTARY SUBAREA D.A.(AC) , 321 0 0 0 0 0 0 0 0 0 0 21 0 0 0 0 0 0 0 0 0 13.7 I COTTONY000 GLEN PARK - IRRIGATION POND DETENTION MODELING ACE PROJECT:COFC9808 ANDERSON CONSULTING ENGINEERS, INC AUGUST 1999 FILE:CGDP-100 - 100-YEAR EVENT � HYDROGRAPHS ARE LISTED FOR THE FOLLONING 1 CONVEYANCE ELEMENTS r THE UPPER NUMBER IS DISCHARGE IN CFS � THE LOLIER NUMBER IS ONE OF THE FOLLOWING CASES: () DENOTES DEPTH ABOVE INVERT IN FEET � (S) DENOTES STORAGE IN AC-FT FOR DETENTION DAM. DISCHARGE INCLUDES SPILL4IAY OUTFLOH. � (I) DENOTES GUTTER INFLOH IN CFS FROM SPECIFIED INFLOH HYDROGRAPH (D) DENOTES DISCHARGE IN CFS DIVERTED FROM THIS GUTTER (0) DENOTES STORAGE IN AC-FT FOR SURCHAR6ED GUTTER , TIME(HR/MIN) 321 0 1. .01 , .00( ) 0 11. .05 .02(S) j o z,. .,z .,o�s> 0 31. .42 .43(S) ' 0 41. 2.39 1.40(S) 0 51. 8.26 1.86CS) ' 1 1. 11.64 2.00(S) 1 11. 12.09 2.01(S) � � ' 1 21. 11.41 1.99(S) 1 31. 10.37 1.95(S) 1 41. 9.38 1.91(S) 1 51. 8.45 1.87(S) 2 1. 7.56 1.83(S) 2 11. 6.44 �.ncs� 2 21. 5.50 1.71(S) 2 31. 4.65 1.65(S) 2 41. 3.90 1.60(S) 2 51. 3.25 1.55(S) 3 1. 2.92 1.52(S) 3 11. 2.75 1.48(S) 3 21. 2.58 1.45(S) 3 31. 2.43 1.41(S) 3 41. 2.27 1.38(S) 3 51. 2.13 1.35(S> THE FOLLOWING CONVEYANCE ELEMENTS HAVE NUMERICAL STABILITY PROBLEMS TNAT LEAD TO HYDRAULIC OSCILLLATIONS DURING THE SIMULATION. 321 COTTONLIOOD GLEN PARK - IRRIGATION POND DETENTION MODELING ACE PROJECT:COFC9808 ANDERSON CONSULTING ENGINEERS, INC AUGUST 1999 FILE:CGDP-100 - 100-YEAR EVENT *** PEAK FLOHS, STAGES AND STORAGES OF GUTTERS AND DETENSION DAMS *** CONVEYANCE PEAK STAGE STORAGE TIME ELEMENT (CFS) (FT) (AC-FT) (HR/MiN) 321 12.1 .1 2.0 1 8. ENDPR06RAM PROGRAM CALLED ' 2 1 1 2 , 3 4 WATERSHED 0 � COTTONWOOD GLEN PARK - IRRIGNTION POND DETENTION MODELING ACE PROJECT:COFC9808 ��- S(�C �L�i� � n ANDERSON CONSULTING ENGINEERS, INC AUGUST 1999 FILE:CGDP-2 - 2-YEAR EVENT 'z4o 0000 , . , , . , I�nd 24 5.0 0.29 0.33 0.38 0.64 0.81 1.57 2.85 1.18 0.71 0.42 ��_)y�A� ��S x 0.35 0.30 0.20 0.19 0.18 0.17 0.17 0.16 0.15 0.15 � �� ,J � 0.14 0.14 0.13 0.13 -2 .25 .1 .3 .51 .50 .0018 �-��/ �i/�y�,1 21 321 1835 13.7 25. .12T .020 ��rr� 1 0 1 10 21 � 32, � Z ., ,. 0.00 0.0 1.12 1.0 1.54 3.0 1.81 7.0 1.94 10.0 2.12 15.0 2.23 19.0 , 0 . 1 10 321 ENDPROGRAM � � 1 1 � 1 ,. I 1 1 1 1 1 !� f 1 , . , ENVIRONMENTAL PROTECTION AGENCY - STORM VATER MANAGEMENT MODEL - VERSION PC.1 OEVELOPED BY METCALF + EDDY, INC. , UNIVERSITY Of FLORIDA , WATER RESWRCES ENGINEEERS, INC. (SEPTEMBER 19T0) UPDATED BY � , TAPE OR DISK ASSIGNMENTS UNIVERSITY OF FLORIDA (JUNE 1973) HYDROLOGIC ENGINEERING CENTER, CORPS Of ENGINEERS MISSWRI RIVER DIVISION, CORPS OF ENGINEERS'(SEPTEMBER 1974) BOYLE ENGINEERING CORPORATION (MARCH 1985, JULY 1985) � � JIN(1) JiN(2) JIN(3) JIN(4) JIN(5) JIN(6) JIN(T) J1N(8) JIN(9) JIN(10) ` 2 1 0 0 0 0 0 0 0 0 � JOUT(1) JOUT(2) JOUT(3) JOUT(4) JOUT(5) JWT(6) JOUT(7) JOUT(8) JOUT(9) JWT(10) 1 2 0 0 0 0 0 0 0 0 i NSCRAT(1) NSCRAT(2) NSCRAT(3) NSCRAT(4) NSCRAT(5) ' 3 4 0 0 0 � YATERSHED PROGRAM CALLED *** ENTRY MADE TO RUNOFF MODEL *** COTTONWOOD GLEN PARK - IRRIGATION POND DETENTION MODELING ACE PROJECT:COFC9808 ANDERSON CONSULTING ENGINEERS, INC AUGUST 1999 PIIE:CGDP-2 - 2-YEAR EVENT NUMBER OF TIME STEPS 240 INTEGRATION TIME INTERVAL (MINUTES) 1.00 1.0 PERCENT OF IMPERVIOUS AREA HAS ZERO DETENTION DEPTH FOR 24 RAINfAII STEPS, THE TIME lNTERVAL IS 5.00 MINUTES FOR RAINGAGE NUMBER 1 RAINFALL HISTORY IN INCHES PER HWR .29 .33 .38 .64 .81 1.5T 2.85 1.18 .35 .30 .20 .19 .18 .17 .17 .16 .14 .14 .13 .13 .71 .42 .15 .15 COTTONYOOD GLEN PARK - IRRIGATION POND DETENTION MODELING ACE PROJECT:COFC9808 ANDERSON CONSULTING ENGINEERS, INC AUGUST 1999 FILE:CGDP-2 - 2-YEAR EVENT I - � SUBAREA GUTTER WIDTH AREA PERCENT SLOPE RESISTANCE FACTOR SURFACE STORAGE(IN) INFILTRATION RATE(IN/HR) GAGE NUMBER OR MANHOLE (FT) (AC) IMPERV. (FT/FT) IMPERV. PERV. IMPERV. PERV. MAXIMUM MINIMUM DECAY RATE NO -2 0 ,0 .0 .0 .0300 .013 .250 .100 .300 ,51 .50 .00180 1 21 321 1835.0 13.7 25.0 .1270 .020 .250 .100 .300 .51 .50 .00180 1 TOTAL NUMBER OF SUBCATCHMENTS, 1 TOTAL TRIBUTARY AREA (ACRES), 13.T0 � COTTONWOOD �LEN PARK - IRR[GATION POND DETENTION MOOEL[NG ACE PROJECT:COFC9808 � ANDERSON CONSULTING ENGINEERS, INC AUGUST 1999 FILE:CGDP-2 - 2-YEAR EVENT i �. 1 HYDROGRAPHS ARE LISTED FOR THE FOLLOWING 1 SUBCATCHMENTS - AVERAGE VALUES WITHIN TIME INTERVALS TIME(HR/MIN) 21 1 , 0 1. .0 o ,,. .o � 2,. ,.8 0 31. 6.8 � 0 41. 4.5 0 51. 2.3 1 1. 1.6 1 11. 1.2 , 1 21. 1.0 1 31. .9 1 41. .8 1 51. .7 ' 1 2 1. .6 z ,,. .z 2 2,. ., , 2 31. .1 2 41. .0 2 51. .0 3 1. .0 , 3 11. .0 3 21. .0 3 31. .0 3 41. .0 ' 3 51. .0 , COTTONYOOD GLEN PARK - IRRIGATION POND DETENTION MOOELING ACE PROJECT:COFC9808 ANDERSON CONSULTING ENGINEERS, INC AUGUST 1999 FILE:CGDP-2 2-YEAR EVENT , *** CONTINUITY CHECK FOR SUBCATCHMEMT RWTING IN UDS1M2-PC MODEL *** , WATERSHED AREA (ACRES) 13.700 TOTAL RAINFALL (INCHES) .9�8 ' TOTAL INFILTRATION (INCHES) .474 TOTAL YATERSHED OUTFLOW (INCHES) .273 , TOTAL SURFACE STORAGE AT END OF STROM (INCHES) .231 ERROR IN CONTINUITY, PERCENTAGE OF RAINFALL .000 ' , � . � COTTON4100D GLEN PARK - IRRIGATION POND DETENTION MODELING ACE PROJECT:COFC9808 ANDERSON CONSULTING ENGINEERS, INC AUGUST 1999 FILE:CGDP-2 - 2-YEAR EVENT ' WIOTH INVERT SIOE SLOPES OVERBANK/SURCNARGE �GUTTER GUTTER NDP NP OR DIAM LENGTH SLOPE HORIZ TO VERT MANNING DEPTH JK NUMBER CONNECTION (FT) (FT) (FT/FT) L R N (FT) 321 0 7 2 PIPE .1 1. .0010 .0 .0 .001 .10 0 � RESERVOIR STORAGE IN ACRE-FEET VS SPILLWAY OUTFL01� .0 .0 1.1 1.0 1.5 3.0 1.8 7.0 1.9 10.0 2.7 15.0 2.2 19.0 � TOTAL NUMBER OF GUTTERS/PIPES, 1 , � COTTONNOOD GLEN PARK - IRRIGATION POND DETEN?ION MOOELING ACE PROJECT:COFC9808 ANDERSON CONSULTING ENGINEERS, INC AUGUST 1999 FILE:CGDP-2 2-YEAR EVENT ' ARRANGEMENT OF SUBCATCHMENTS AND GUTTERS/PIPES GUTTER TRIBUTARY GUTTER/PIPE TRIBUTARY SUBAREA D.A.(AC) I321 0 0 0 0 0 0 0 0 0 0 21 0 0 0 0 0 0 0 0 0 13.7 ' COTTONWOOD GLEN PARK - IRRIGATION POND DETENTION M�DELING ACE PROJECT:COfC9808 ANDERSON CONSULTING ENGINEERS, INC AUGUST 1999 FILE:CGDP-2 2-YEAR EVENT , HYDROGRAPHS ARE LISTED FOR THE FOLLOWIN6 1 CONVEYANCE ELEMENTS � THE UPPER NUMBER IS DISCHARGE IN CFS THE LOYER NUMBER IS ONE OF THE FOLL041ING CASES: () DENOTES DEPTH ABOVE INVERT IN FEET � (S) DENOTES STORAGE IN AC-FT FQR DETENTION DAM. DISCNARGE INCLUDES SPILLYAV WTFLOW. (I) DENOTES GUTTER INFLOW IN CFS FROM SPECIFIED INFLOW HYDROGRAPH (D) DENOTES DISCHARGE IN CFS UIVERTED FROM THIS GUTTER (0) DENOTES STdRAGE IN AC-FT FOR SURCHARGED GUTTER � TIME(HR/MIN) 321 0 1. .00 � .00( ) 0 11. .01 .00( ) 0 21. .04 1 .01(S) 0 31. .09 .06(S) 0 41. .17 ' .16(S) 0 51. .21 .20(S) ' 1 1. .23 .22(S) 1 11. .24 .23(S) ' ' 1 21. .25 , .25(S) 1 31. .26 .26(S) 1 41. .27 , .26(S) 1 51. .27 .27(S) 2 1. .28 ' .27(S) 2 11. .28 .27(S) 2 21. .28 I .27(S) 2 31. .27 .27(S) � 2 41. .27 .27(S) 2 51. .27 .26(S) ' 3 1. .27 .26(S) 3 11. .26 .26(S) , 3 21. .26 .25(S) 3 31. .26 ' .25(S) , 3 41. .25 .24(S) 3 51. .25 .24(S) , TNE FOLLOWING CONVEYANCE ELEMENTS HAVE NUMERICAL STABILITY PROBLEMS THAT LEAD TO HYDRAULIC OSCILLLATIONS DURING THE SIMIILATION. 321 , i COTTONYOOD GLEN PARK - IRRIGATION POND DETENTION MODELING ACE PROJECT:COFC9808 ANDERSON CONSULTING ENGINEERS, 1NC AUGUST 1999 FILE:CGDP-2 2-YEAR EVENT ' *** PEAK FLOWS, STAGES AND STORAGES OF GUTTERS AND DETENSION DAMS *** CONVEYANCE PEAK STAGE STORAGE TIME 1 ELEMENT (CFS) (FT) (AC-FT) (HR/MIN) 321 .3 .1 .3 2 5. 1 � ENDPROCRAM PROGRAM CALLED ' , ' AIVdERSON CONSULTINC� ENC�INEEttS� INC Civi! • Water Resources • Emlironmental nvner•Proj�ct �� i�l l�� (-,7lC/� !'u r � ¢uDject C�I�cr� �� c� n f}-u e�, ��d Cvl �e�� Project Nuaber ��q��d8 BY CGU CheckeC 8y t��= �.�� l�-� C�d��b� ��H� = a,yBF� f�o�►-� is ��Pt� Cn�ica{ , �4 =. .%A �D+ Yn � = � � 1-as t 1.09) = J,1 i �'� � �/DG''S = Cq-�)lC-«)''� = �.� �. I�t /b� = 0.98� 1-1� = o. �� Pape Of Dete g/�/qy Date �row� ��r�n� r9ur� 5-) � �5e Type L�iP��,p � � � �ur�C�n1 (�1� ��1�� Q P, pe : 5, � c.� �, �t = O, a� F� a'D4,s �S, � � (�, 0��''S = 5. � ,✓t f �� p, g� � �.n2 . o, So � �'�v� �S S�P�rcr��ca� , �q = � ��,a5�0,�g�-%o�l r(U✓� USDCh� F�e�cltG 5�� t/`�G ry� L�t�� ef�nfi� �,� D��l e�-C'�1�� P�Pe ' a�� r �t = b� � � � �'�oa�� «E��I, i7q -, %� �1•�5 �-0,53� = 0�89 a /D,� �5 = a,� /b,��'� 5 - a.a �t�Dq= b��b�� b.�{5 ��vrn �DCwI �i yv�e 5-7 � Use �i�� L_ ��(��P� �'�r (e��° fh, v�a 5{�ndQ«( t�►�Fl� �'v� �11 3�,�pe5, b�s�d o� �e,�� s�� es►g•► ��z��s,�t ) (�p'`�`' : q,G �1 •a5�'!' = S,5 � lt �J� ` d, 8 C.F►-orna�v+�) �i-an USDiGM ��utc S-y , 1/{�nB � D�1�1 �- ai�Qb�� i«,�� - �I �5 : �� = q,� �� /��PS = a. � �f � � �= �a�^�) ��t��t _ W� �(o,G�) (�; - �-�s) = 0.8 se� �. = 5�ce� ' . �;�,: , DRAINAGE CRITERIA MANUAL RIPRAP �'•;:�;�. ` _`��: � ;�� , � �� :;.. � : .F, . �: ' -___ � � so � � �� , �� n � G��QP,(��' �yQ�. o J`'� ��' � N 1 �y ��P : ' ��' ��PE M � � I�° ,�YPE l. � . �� ' �0 .2 .4 Y / D . 6 .8 1.0 t � Use Da instead of D whenever flow is supe�critical in the barrel. �� Use Type L for a distance of 3D downstream . , � , FIGURE 5-7. RIPRAP EROSION PROTECTION AT CIRCULAR 1 CONDUfT OUTLET. ' � , 11-15-82 URBAN DRAINAGE 9 FLOOD CONTROL DISTRICT , . � , , ' , � � APPENDIX C EROSION CONTROL CALCULATIONS T.•IOPEMCOFCABIcojc98�A8 park rpt•wpd August ZS. 1999 � ANdER50N CONSU�TINC� ENC�INEERS� INC Civil • i�ater Resowces • Emiro�unental )wrnr - Pro j �ct ��r��d �' ��n l�urk s�o�e�t � o51vn Col��a� p �Gr� � Qa�►��u �� Pl��v� y►�ance ti�rncia�d I �ve�e�� '�C1 !-C f�h t�ag�n %c) ��) , ,:. � �a �o aso �� a�� aoi iD,L � 5�/►'1 --� f � � G pI, Area Ne�yh�cd avr•a� -� 5Sq � �er�o�,nan�c s�NdQ�d S 80,9 � cc r�hes �Ic�lA�t� � � � � � '� ��05ron G-ori�'b) I�e�od � � �a'rartl �i�tle� �' (�tr f 5�-ra� F3h c 13c+�nrr "� 5► I� �tnce ��d��+en� T�a,p � ' �a�emrnf � �es�ed ►M�l�h � -1 I �ttArG� V�1�l�h � ��_ � 51n�c � %� �, o (ro�9sv� �j,� �(�I35o� a,� C-�a�- �al� I - o� � . vo ��oo � � G� o, o r d�lo. o,os I�' �G�a� �/aluc d�8o o-8b O�Sa 0 � 50 �, o0 �,00 �,oa Projsct Nu�bar COF�i� ��8 BY � Cneck�d By Paps Of Dats 8/as%9 o.t. AIVdER50N CONSU�TINC� ENC�INEERS� INC Civil • Water Resources • Em�ironneental �wne r - Pf�O j ACt 4ub�ect �a5� n la � ��q = 7ac�15 '� Slra� F,i�le bar�icr =1dv°Jo � Ya�8f�V1lN�' d��iaG ' i>°�o �. ��d�A9�c� - 9�I °�a �� Wc�yh� C��-� =��o - o,� = o.8d � e� {i�l� �(�c�r : loio •b,al � 9�70• D,Io = 0,09 , I� 9 ( � �Cci�dc r1 {55 = � - �O,�U . O,Oq�� xloo = �a,$% �lct�✓e �a��n a�/aa � � �/� � �a� � QCr�3 5ed��ne,� Trap C�xatva+�a�r�� 9a�on �ond )=/r� 7b I�ti�erhln�' 0�1 ae�[� _ ?�v �estcd (rw�l�l� = q 3 �o � �c�� - C�� Sv �le�yh�rd �� (��o • a,o� f q��o�o,lo) = o,o� � f��c�,�e h�ss -�f = C� � so • D, 09�� K�vn = qb �o � ✓ Projsct Nu�ber Paps Oi By Dats Cnecksd By Osts � i C i G�C� "C i � � • 1 1 C 1 CCL '• � 1 1 �.^. 1 CC... 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N"'�: P� e'7 � C 1t9 1 1 Ja.��t:�?': I99I 8-b DESIG;i CRITL• �Ia Yli��i:] STEEL �R V��O PpST 10' MI� F��rEa FaBR�� 11l�dfN:l — FILTER FABRIC ATTACH SEWRELY TD POST �COMPPCTED BPCKFILL aPPROX. 4' X 4' TkEN'LH R'�/ � SECTI�N VIEW a � 0 M rn � m i � N � GRPVEL O (APPR�%. 3/� � 0 � m 0 a � J O d m � a 6 V Q SILT FENCE D-28 WIRE SCREEN -�`�y�`��n-"��-'� � GRAVEL FILTER A PLAN VIEW ovcRv�ow — RUNaFP '1,-.� WIRE SCREEN —� -;IEiII� II I \ 2' X 4' WOOD STtJD SECTIDN A-A HLOCK 2• x a• uoon srun F]LTERE➢ WPTER NRH INLET CUHB INLET FILTER GRAVEL D-25 �� EV1 AREA WITH � ., I o� � ��a � � �� C?UAIL\ HOLLOW , � 1 —INCH RCP U/ INV = 511 .0 D/S INV = 5116. LENG H = 10Q/FT. CLASS 9 BUR19D /, � � I � � � �. =r � � � �_;� _ � _ � � � � % � �� r/ � � �� . � \� \ — �� 1� ��l� � } RIPRAP UTL � / � i /� /��\/� l ` � � ,� � �� i/ '� � � �; 1 � �\ �\ \ ' — � -"_ � /j / �` —J � / � 1 �— �_ � � _"�. � � �\ \`, �, �` +�'/ \ � ' \ i� I � ��1 \ \ � � � c �� ,�\1 1` � , \ \\ � / SIS � i J � �� I > > I � \ ��\ \ \ � \\ � � \ v � � �i �) ��i�� DOUBLE CITY STANDARD AREA INLET \�`� SL � � � \� \ � � � J / l� FL ELEV = 5120.0 � � N � � � 12 W/STRAW BALE INLET FILTER I �\ \ � �' � \ � � \ \ \ \ / 7.0 N i I � II I 1 �\ �\ �1 � \ -, \ \\ I aa ( � I 1 1 � N� \ � \ � I � �� _` � �� s'�S. � � � � ` � � � \ � \ I 1 �� \ �\ I w �� , \ � \\ 11 1 \ \ � \ \ � s`'r � � . PINE RIDGE 20 3 �\ \\ \ �\ �\ �\N � \ �� / OPEN SPACE � � A � A � l � � � �� A V � � � �� , � � �� \ � \ � \ � � � \ \ � � �c � TWINE \ I ' ' \ \ \ � \ � I STRRW BALES SiAKE SEE SHEET � O� \ , \ O ` \ _'� • � w� 2 STAKEs PER Ba�E OFF—SITE DRA��AGF (� �\� �� .. ""�' � �� POINT a M�ST BASIN DELINEATTaN � � � \ \ \ o �i \ - i BE HIGNER THEN � POINT H � A � _�,�� -, B ,,, ��-- �\ \ � \ 1� ` ,.� ,- — �,,� -; ��k� � �\ \ � � \ I 1 11 � � ¶ ��r�� ..� r / � ��r��,�t�- � �� / � � � �� \ \ � _ � SECTIDN A-A � \ \ \ \ \ I \ , �\ \ yR � I i F�ov i I r� \ � � � I 1 � \�� . \ _° ` , � I � � �� 0 0 ,`��\ \��\� \�\ �\ ' 1 �� \ O � e � � A o 0 0 0 0 0 0 o a \ )/ \� j j j � � � � � � � � � � la � �� a� �� ti� � 21 ��\�� \\� �\ � �\ / P�AN v1Ew 3.g \� sl i � � na \ � ac. ` � 30 � � `�� „� F� �� \ > );�/I � � COMPAQE➢ BACKFILL , � \\ \ o I _ --_____— n WI E '� \ ',; ' . - _ �� k��,��=��, � � � � � \ \ �� ' � �� m PROFILE VIEW \\1I I I I \ � �\\\\ \'\ �\\ � \` \ 4� � � � � � �� tip �� STRAW BALE BARRIER SEE DETAIL, THIS SHEET � i � � siii .� � _ � " � � ) � /�- / � � ` � � � � �� '� 1��%r�—�� — �� —� // \` �� 11�ti �� \ ,-- \\��=,\ x� l � /\ � ��(l%—� \\ �l � `'�, � /�c\ /J'/\�J� ,'\.\ � � �� I � � `� � �'l�� / \ _' / � �� , � � �� i l` �� , 22 9.9 ac. i � / � �- = __ �� _��-� ��- �— �� '"--- —� � y J / � �. � �� —� / �^j�� —'�.. _ — — —� c � �— �/ _' � /i � � � � \ � �i�^ �� 1n+� .� � � _ ( /� � \ � � i v � �� /�i �� I � � 1 � ��,�� \ �i / `' x //� )' \`\ � � � ` l�\��1 W ��`,'`� i W � / \�� ; � ��✓�L� _i �� J � �� \�1'��^ a � ( ��-1�' 15—INCH RCP � -�� -, ��I U/S INV = 51 14.0 �� D/S INV_=—�1a-3.� ' �((�;�I — — — ENGTH = 100 FT. � � CLASS 9 BURIED � � ` �� RIPRAP OUTLET R`�JII .� �'" \ ` �__, r� �� r� \ � �� — `� � l / ✓/ � ,- � � .� � — -- ` — -� / 1 '` \ � (r- � 22 1 / - � -1 ' MATCH EXISTING GROUND 321 � � ,,� � � ---- i �" / � — ` � �'/ J � \ � � �/ 1.5H:1V �` � / � �� ' � ) �� j1� fi � ` �� ir 1 l � / � / � C\ � � 3TRAW BALE DIKE � I � � � � � � � � / � — — � � � � � � � � � \ CHANNEL APPLICATION 1� `� � D-27 \\1\, ` n � I� \\\�\\ \ \\ � � \ -- /� '�� \ /% \ ( � � � � , 4—FOOT CITY STANDARD � \ � � ' � � � � \ IRRIGATION POND `� � — � CURB INLET \ \ � � � � ��\\ � � � � , NORMAL WS ELEV = / " \ �-� � \ — — � P � FL ELEV = 5120.95 \ 1 \ � \ � � 5114.0 FT, MSL i � '� � � � ` � '' �' �' �� I �' % W� GRAVEL INLET FILTER � � � � � � �� V �� / � � �'/ � � 0o qo — I r I.I�� _ � �� \ \ � � �I I \�� \ \ \ � �, � / �� \ = _ ��I'�� i��11'�� ' _ �� ( �� - ,, a _� �hi�i ��\�� TRAW BA�ES S-4<�D A WITH 2 STAXES PEE HALE P�aN vr��s� STAKE�, —T�./iryE � R�uNOFF � COMPACTED SOIL �� \\ \ �1,1 �i \ ��1\��\ � �� \ � � ((t � � � \ ` \ ` —� � \�� \\ \ � �L��II1'� ��\ � \ \ � � � � ��s� �!�,�� / � �� \� \�\\ �\� ��`�� i\\\\``��\\ `�\, �� \ � \\ -._ �, �� _-- ��\\ ��\\�\� `�\ � ��11'�� l�\� � �� \ / � � � = = � �� \ � J �� `��1 � � � � � / f7LTERED� VATER � � �� i � �� $` � � '_� �_ � — / � \ � rN0 \ � sEcrzoN a-a ��\,�� \ � --. � I 1 �\ � s �, � � � � �� \ \\\,, \\ \ \ `\ \ \/ �� . � \ � �\ \ \� \ \ x `_ �� \ � \\ \ �s, � \ ; ``. � \ �' � \ \'x � _ � � AREA INLEf FILTER \ \il (' \\�� y'o \ / I \ � � � /�' � ` \ \ \ STRAW BALES �\�\�� ws�\ � � � ) � \ ��n \ � � � � \ � ��7 / � D-23 � �� A � � v t1i ( / 1 � \ �� / � \ � � � _ CONTOUR INTERVAL: COFC98.08 1 FOOT ACAD FILE: ORiGINAL SCALE: 1"=60' CGP—BASE O 3O 6O 1 ZO DATE: 8/25/1999 CLD DESIGNED BY: CLD CHECKED BY: BAA ANdER50N CONSU�TINCi ENC�INEERS� INC Civil • Water Resources • Environmental 2900 S. College Avenue, Suite 3B, Fort Collins, CO 80525 PLone (970) 226A120 / Fax (970) 226-0121 / ` —�_ ' J } ✓ / � / �} /�\ � � \ I �` �� /� � �/� � � \ \ _ � �/ / \ —� —� > � CITY OF FORT COLLINS PARK PLANNING AND DEVELOPMENT COTTONWOOD GLEN NEIGHBORHOOD PARK 1100 L.F. SILT FENCE SEE DETAIL, THIS SHEET 1.25' ,. LEGEND 27 SUBBASIN 24.6 ac. Z73 POSNTN 371 P�Np TION CLASS 9 RIPRAP (BURIED) iti �J , 5'�5 _ CULVERT OUTLET PLAN NOT TO SCALE 6" �e" TRANSITION TO PROPOSED CHANNEL 'SOIL (REVEGETATE 'H NATIVE GRASS) CLASS 9 RIPRAP 4� ^ TYPE II FILTER MATERIAL PLASTIC fILTER CLOTH TYPICAL RIPRAP SECTION FOR CLASS 9 ROCK NOT TO SCALE FINAL DRAINAGE AND EROSION CONTROL REPORT ON-SITE DRAINAGE BASIN DELINEATION AND EROSION CONTROL PLAN SHEET 2�2 <APPRaX.wl/2' MESH) � . .. , _, �.:., .,..�.... � _ ,. _. , ,....��.. . .,, � -� ._..., ... .. -, . ,'•.:- n'i5, .� - ..>.;,.: . _"F'. , > i,:. - _ " ' �..�� iE-'��1.::'' ��.. �Sg;.'. 1"¢;R'�pi £e � � . 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