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Tract Map 36461 Drainage Study
TECHNICAL DRAINAGE STUDY PASEa DEL 5�L PM 364�'I PLANNING AREA 38 TENIECULA HEALTHCARE GENTER Temecula, Galifarnia �ctober 'I 5, �4'i 5 Prepared for: Fte�ision H�story � 1412415 9ST SUBMITfAL CITY�F TEMECIJiA Generations HG, LLC 2�371 Irvine Avenue, Suite 210 Newport 6each, CA 9266� 858.755-7890 ph. Repor�Prepared By: 40810 �ounty Center Drive, Sui�e 1�0 �, . ,� Temecula, California 92591-4fi79 ' � ' 95�.G76.8n4� telephone 951.676.7Z4� fax INTERNATl � NAL Q Q�o�Essi�Nq Fngineer of Work1 Corrtac�Person: ��,��'��-G°��'�����,��`'� M�guel V. G�nzalez, P.E. � � gp � Th�mas Burns�de, PE � No. 5i 5s� � �, Ex�. 6�3�/17 * JN 14338� ��'�TE cjv�� o`���� �F CA��F Miguel V Gonzalez CtUS, E�mgo nxalez@ mbakerintl.com, �=.Michael 8aker�nternational, CN=MIgue1 V Gonxafez [have reviewed this daGume�t 951.676.8042 2015.i Q.22'I T:5�:i 5-�7'Ofl' TEGHNICAL DRAINAGE STUDY Temecula Healthcare Cen�er Tab�e of�ontents Main Repvrt I. Intrvdu�tivn 11. HydrolagiclHydraulic Mefhodvlogy I11. HydrologylHydraulic Analysis 1V. Wa�er QualitylDefention Analysis V. Canc�usians VI. References LEst af Figures • Figure- 'i: Vicinity Map + Figure- �: Hydrofagy Map— Rvugh Graded Project Conditions C�'i n� ■ Figure- 3: Hydro[ogy Map—Pvst-Praject De��lapment Canditians Q'��0 List af Appendices Appendix A: Post-Project Hydrology Analys�s, Rafional Methad � A'i: Fas�-Projecf De�elaped Conditions '�DD-year sform • AZ: Pvst-P�aject ❑eveloped Canditions '[�-year storm Appendix B: Post-Project + Ultima#e ❑e�elapment Hydrology Analysis, Rational Methad • B�: Post-Project De�eloped Canditions ��0-year storm - ■ B2: Past-Proje�t De�eloped C�nditions 1�-year storm Appendix�: Hydrau�ic Ana[ysis • C9: Preliminary Catch Basin Sizing ■ C2: Final Catch Basin Sizing Appendix D: Reference Informativn ■ ❑1: Data from RCFCD &WCD Manual • ❑2: Hydro[ogic 5oils ❑ata • ❑3: Re�erence Plans 1 TECHNICAL DRAINAGE STUDY Temecula Heal#hcare Center l. INTR�DUCTI�N '1.1 BACKGROUND Michael Baker fnternationaf has been retained by Generations HC, LLC to prepare an onsife drainage study for PM 3fi4fi'[ in the Paseo ❑el Sol planning area No. 38. Planning Application '�4- 2s9fi proposes a medical office and health �are taci�ities project named Temecula Hea[thcare Center. The project site is Iocated in the City o€Temecula, California and is bounded by De Portala Road t� the north, Campanula Way to the east, and the Existing shopping cenfer to the south and the west�see Figure 1}. The sife is currently �acant and was pre�iously rough graded with a sing[e pad. It drains to existing drainage facilit3es near the Northwest and Southwest corn�rs af the property. This property drains fo a channellbasin adjacent to the west of the property. The parkway franting the property in De Portola Road and Campanula Way drain to existing drainage fac��ities iocated along Campanula Way and �e Portola Road. They are not pa�t of#his study. , 1.2 QBJECTIVE The abjecti�es of fhis drainage study are the following: • ❑elineate the onsite drainage areas tribu�ary to the proposed storm drain in�ets using #he Precise Grading P�ans. � Based on the propased drainage patterns, ground slope, land use and so�l type, and following the criteria and procedures described in the Ri�erside County Hydrology Manual, perform hydrologi� calculations to determEne the 1�- and '���-year �eveloped Condition discharges. ■ Compare the resulfs of the analysis with pre�ious studies to ensure that the proposed starm drain facilities are compatible wi�h the existing downstream improvements. The �00-year discharge leaving the site should not exceed the discharge shown on the appro�ed Storm Drain plans far the existing 48" RCP within P.M. 28384. ■ Comply with the NPDES requiremen�s that all impervivus areas drain to an appropriate Best Management Practice �BMP} or equapy effecti�� alt�rnat��e. �dentEfy and size fhe BMP in order to meet the NPDES requirements. This wi�l be addressed in a separate Prelim�nary Proj�ct Specific Water Quafity management Plan (WQMP}. 2 �lh+Y�+.!ra• �r...����-.�,�y,a'' �:ti:; �al'L :�: ;�2;���. .i ,'Y:µ. ''�7:c•..�. !- ,-y; . � . .. . . �y Q��y ��i:. :�•. +�� �.Y£."'�"' . .. . �Lla'• '•a ��'i-a•� I.` 'ii.�'��.: . . .. . . . -.a.. 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NEVL�LAND ��MI�IUNITIES . . . � . . .:. . . .. . . . :.,,��;::.�..,,_ . � � � � �������.� V��la es at Paseo Del Sol , .. ��::�: ,:;� g . .�� :.t:,. . � ,; � � �. �����i���i�t�nc.�`; . :. � P�a ■�8,� ■ �s�� F[G U RE � RB F �,������.��,� v���N�� �►� ���.����� CONSUL.�'ING sa�etoeo+i F�x�s�emrta .�..neR�a� TECHNIGAL DRAINAGE STUDY Temecula Hea�thcare Cenfer II. HYDR�L�GICIHYDRAIJLIC 11AETH�D�L�CY The methodology pr�sented in this s�udy is in compliance with the RCFC&WCD 1978 Hydrology Manual (Reference 5}, hereinafter referred to as the Manual}. � Model Descripfiions -The [ntegrated Rational Mefhod Hydrology System Model Version 8.�, dated January 1, 2�1'i, (Reference S}within the Ad�anced Engineering Systems Sofiware (AES} was used to generate the peak '1��-year onsite flows. Soit Type - The Manuaf utilizes the 5oil Conservation Ser►�ice {SCS} soil cfassification system, which classifies soils into f�ur �4} hydrological soil groups [HSG}: A through D, with D being the least impervious. Plate C-1.52 of the Manua! and the Hydrologic Sai[s Group Report from The Natural Resources Conservation Service are includ�d in Appendix D. Accarding to this r�port, this project is located within HSG "B"." For this rep�rt, H5G "B" was conservati�efy used in the hydrologic madels be�ause the site was previously graded and compacted. De►►elopment Type- The proposed de�elapment model was based on commercial for areas with higher imperv'tous areas. In��1151ty- Standard intensity-duration curve data was taken from the Hydrology Manual Plate 0-4.1 (4 of fi} Murriefa-Temecula and Rancho California areas. For the '[�fl-year analysis, the data speci#ies a 1��-year 1�-minute rainfall intensity o�3.48 incheslhour and 1��-year fiD-minute rainfalf intensify �.30 incheslhour. For the 1�-year anafysis, the data specifies a '10-year '10- minufe rainfall intensity of 2.3fi incheslhour and a 1 D-year 6� minute rainfall intensity of 0.88 incheslhour. Drainage Areas and Fl�w Patterns - The drainage areas and flow patterns for exisfing and proposed conditions were determined using the de�eloped condition topography {Cadd} and the data a�ailahle per the Precise Grading Plan, respecti�ely. The areas were measured using the compufer capahili#ies of AutaCAa. III. HYDR�L�GY�HYI3RAULIC ANALYSIS RESl1LTS 3.'i HYDROL�GY RESIJLTS A hydro[ogic analys�s was pertormed f�r the de�eloped condi#ions using the rational m�thod. The Advanced Engineering Systems Software �AES} hydr�logy software was used ta generate the 'i��year and 'i O��year peak discharges. Table '1.1 and 1.2 summarfze the result of the existing and post condition hydrologic analysis. The detailed rationaf inethad cafculations are included in Appendix A& B. 3 � Ii l� � r-; TEGHNICAL DRAlNAGE STUDY Temecula Heal�hcare Center �4 � �f ; Table 'I."I De►►elo ed Condition H drolo Summa Table ! Nade Area 7�-Year 'I Ofl-Year Number Location {ac� Discharge Discharge , cfs cfs 1 Q2 PA 38 cof lection pvint on the 3.25 7.�5 1 D.3fi south side. � grouted riprap � ' dawn drain �} ' 202 PA 38 colie�fion point on the 2.7 5.79 8.52 north side. Adjacen�to De Portola Rd. i . Interim Riser and �8" i e 3D'I 0.15 0.16 0.27 r� : �� � Table 'I.Z Ultimate De�elv ed Conditions H drolv Summa Table ' Node Area '10-Year 14�-Year �, Number Locativn �ac� Discharge Discharge C�5 Cf5 � ! �n5 PA 38 calle�tian point on th� 2.5 5.51 9.5?' � �� svu#h side. � grouted riprap dvwn drain , 2fl6 PA 38 �ollecti�n point on the 3.4 8.'i 4 12.10 nor�h side. Ad�a�ent to De Porto[a Rd. 30� �PA 3$ cvlle�tivn point an �he D.15 0.13 �.22 � � south side. (grouted riprap down d�rain � The resufts of the hydrology analyses indicate that the flows generated by#he praposed candition will be less than the flow rate assvcia#ed with the design of the 48" RCP. Figures 2 and 3 in appendixes A and B respecti�ely shvw the drainage patterns�or this project. 3.2 HYDRAUL�C RE5ULT5 Drainage from prvposed Parcel Map Number 36451 will discharge to the inl�t of storm drain line B of P. M. Na. 28384, A review of the P.M. No. 28384 Storm Drain Plan & Pr�file was pertormed to determine the aflowable Q'��Q capacity far the existing storm drain system. The plans indicate � that the inlet o€storm drain [ine 6 was designed �or an inferim flow af 87.1 CFS and ultimate flow � of 3�.D CFS. The interim flaws were larger because the system far PM 28384 was constructed prior to the storm drain system in Margarita Road, De Por�oEa Road and Campanula Way {Line W-Stages III and iV}, and line B accepted some ofF site flows prior to the constru�tion o€ � Campanula Way. Line W con�eys now all flows that discharge to Campanula Road and de Portola, therefore there are n❑ offsite tributary f�ows #a the pro�ect site. The Q'�0� flows lea�ing the proposed si#e are 21.9 CFS. They do not exceed the interim or ult�mate capacity of the Storm ❑rain line B, as a result, onsite detention is not needed. Water qual�ty for line W was added in f 4 �1 : � TECHNt�AL DRA�NAGE STUDY Teme�ula Healthcare Genter VI. REFERENCES . 'I. Riverside Flood Con�rol District and Water Conservation ❑istrict�RCFC&WCD} Hydrol�gy Manual, �978. 2. Advanced Engineering Systems 5oftware (AES�, Rational Method Hydrology 5ystem Model Version 5.�, January '�, 2000. 3. Advanced Engineering Systems 5of[ware �AES�, Hydraulic E�ements Program Package �HELE'�}Ver�ion 5.�, January 1, 2ovo. 4. Ri�erside Flood Controf District and Vllater Conservation ❑istri�t, Ri�erside ❑esign Handbook or Low Impact De�elopment, Best Management Practices, 5eptember, 2�1'1. 5. Preliminary❑rainage Study for Paseo del Sol PM 3fi4fi1, dated �ctober 18, 2�'12, prepared by RBF Consu[ting 11Temeca1is71hrovtlpdataL14338�1Adrt�3nlRepnrtslDralnagelFina11143380 DrainageReport-2015-14.doc 6 TECHNICAL DRAINAGE STUDY Temecula Hea[thcare Center APPEND�X A HYDR�L�GY ANALYSIS, RATI�NAL METH�D A1: Existing Rough Graded Canditions, 14�-year storm e�ent A2: Exisfing Rough Graded Canditions, 1�-year storm e�ent F �����*����r����*����������������������������������������������������*�������� RATIDNAL METHD❑ HYDROLOGY C�MP�TER PROGRAM BASED �N RIVERSIDE C�UNTY FL��D CONTR�L & WATER CONSERVATT�N. ❑ISTRICT [RCFC&WCD� 1978 HYDROL�GY MANUAL �c� [opyright 1982-2006 Ad�an�ed En�ine�ring Software (aes) �Rati ona� Tab`I i ng Vers�on 6.Ov) Release ❑ate: �6/4l/���5 L-icense ID 1264 Ana�iysis prepared by: RBF Consul ti ng 14725 Alton Parkway Ir�ine, �A 9�618 ���������zr����r��r��r����r���r� DESCRIPTI�N OF STUDY ���r���r�����������r��r������� * PASE� ❑EL SOL PA 38, PM 35461 ^ � RATIDNAL METHOD ANALYSIS, 100 YEAR STORM EVENT '� � �N-SITE PaST DEVEL�PMENT HYOROLOGY MODEL � ��r����r�r�������r�r���r��x���r��r�x�����r�r�r��r�r�r����r�x�������r���r��������x���r�r��r����r�r�� FILE NAME: DE1��.DAT TIME/DATE �F STIJDY: 14:�9 iollsl�olz ____�����------__������----------------------------------------------------- USER SPECIFIE❑ HYOROL�GY AND HYDRALJLIC MQDEL INF�RMATION: --_------------------------------------------���------_����__------------------- USER SPECIFIED STORM EVENT[YEAR) = 100.0U SPECIFIED MIN�M[JM PIPE SIZE[INCH� = 18.00 SPECIFIE� PERCENT aF GRA�IENTS�DECIMAL] TD U5E F�R FRICTI�N SL�PE = D.DS l�--YEAR STORM 1�--MINL�TE INTENSITY(INCH/HQUR� � Z.360 l�-YEAR STnRM 6�-MINUTE INTENSITY(INCH�HOl1R� = 0.880 100-YEAR ST�RM l0-MINUTE INTENSITY�INCH�H�UR) � 3.4$O 1D4�YEAR STORM 60--MINLJTE INTENSITY�INCH/HOIJR) - l.�oo SLDPE �F 14-YEAR INTENSITY--DURATIDN CIJRVE _ �.�505?32 SLOPE aF 100-YEAR INTENSITY-DURATI�N CURVE = �.5495536 C�MPUTED RAINFALL INTENSITY �ATA: STQRM EVENT � 1�4.�D 1-�H�L1R INTENSITY[INCH/H�IJR� = 1.3�D SLOPE OF INTENSITY DURATIQN CURVE � Q. 549C RCFC&WCD HYDRnLOGY MANUAL "C'�--VALUES USED FOR RATIONAL METHD❑ NDTE: CQMPUTE CONFLIJENCE VALlJES ACCOR�ING T� RCFC&WCD HYDROL�GY MANUAL AND IGNORE OTHER CONFLUENCE CQMBINATIDNS F�R ❑�WNSTREAM ANALY5E5 �`USER--DEFINED STREET--SECTI�NS F�R COUPLED PIPEFL�W AND STREETFLOW MODEL�` HALF- CRDWN TQ STREET-CR�SSFAI�L: CIJRB GUTTER--GE�METRIES: MANNING WIDTH CRQ55FALL IN- / OLJT-�PARK- HEIGHT WIDTH LIP HIKE FACTDR Na. �FT] �FT) SIDE � SIDE/ WAY (FT} (FT� (FT] [FT) [n] 1 �o.o �o.o o.ois�o.ols�o.oza o.57� �2.�04 4 �313 O.is� a.oi5o� GL4BAL STREET FL�W-�EPTH C�NSTRAINTS: 1. Re�1 ati�e F�OW--D�pth = O.DO FEET as (Maxi mum Al l owab7 e 5treet F`[ow ❑epth] -- [Top--of-Cu rb) 2. (aepth)*[�e�0�7 ty] �onstra-i nt � 6.� (FT'�FT�S� '�S�ZE PIPE WITH A FL�W CAPACITY GREATER THAN ❑R EQUAL TD THE UPSTREAM TRIBUTARY PIPE.�' ���r��r��r���r�r������*�r�������*�����r������r���x���r�������k����r���������r�r���������� FLOW PRQCE55 FR�M N��E 141.44 TD N�DE 10�.D0 IS CnDE = Z1 ��__------------------------------------------------------------------------- »»>RATIONAL METHD❑ INITIAL SUBAREA ANALY5I5[[[[[ ASSUME❑ INITIAL SLJSAREA UNIF�RM DEVELnPMENT I5 C�MMERCIAL TC -- K'r��LENGTH��3}�(ELEVATIQN CHANGE]���.2 INTTIAL SU6AREA FL�W-LENGTH[FEET) = 56�.�0 EJPSTREAM ELEVATI4N[FEET) = 1471.90 DOWNSTREAM ELEVATIDN(FEET) = 1065.40 ELEVATI�N DIFFERENCE(FEET) = fi. 5d TC = 0.303��C 56�.0�*�3)I� fi. Sa]]�*.2 = 9.288 l4� YEAR RAINFALL INTENSITY[INCH/HO�R� = 3.6�4 COMMERCIAL DEVELQPMENT RUNDFF C�EFFICIENT � .8798 50TL CLA55IFICATIDN IS "B" SUgAREA RUNDFF�CFS� = 10.36 TQTAL AREA�ACRES] = 3.25 TQTAL RLJN�FFtCFS) = 1�.36 ���r����r����r������r���������r��������r��r������������r�r���r�����r�r�r�����r�r����r��r�����r FL�W PROCE55 FROM NDOE 2�1.nD TO NnDE 20�.00 IS C�DE = 21 --------------------------------------------------���_�---------_��__-------- »»>RATInNAL METHOD INITIAL SUBAREA ANALY5I5[[[[[ ._��_���___�________���.�.�----------------------------------------------------- ____----------_.-___----__--------------------------------------------------------- A55UMED INITIAL S�BAREA UNIFORM DEVEL�PMENT IS COMMERCIAL TC = K'�[tLENGTH��3)/�ELEVATI�N CHANGE]���.2 zNITIAL SUBAREA FLQW-LENGTH(FEET] = S�D.�n UPSTREAM ELEVATI�N�FEET� = lQ7l.l0 ❑�WNSTREAM ELEVATI�N[FEET) = 10fi5.5� ELEVATI�N �IFFERENCE(FEET� � 5.6� TC = 0.303*�[ 55�.00**3)/[ 5.6U]a��.2 = 9.466 1D0 YEAR RAINFALL INTENSITY[INCH/HOUR) = 3.587 CflMMERCIAL DEVELDPMENT RUN�FF CnEFFICIENT = .8797 S�IL CLASSIFICATI�N I5 "B" SLJBAREA RUNOFF�CFS) = 8.5Z TflTAL AREA(ACRES� _ �.74 T�TAL R[JN�FF(CFS) = 8.5� �r���������r�r��r��r����x����r�r���r�������*�������r����r���r�����r�����������r�������r����� FLQW PR�CE55 FROM N��E 341.�4 T� N�DE 3�2.00 IS C�DE = 21 �_�_---------_��------------------------------------------------------------ »»>RATInNAL METHn❑ INITIAL SU6AREA ANALYSIS[[[[[ ASSIJME❑ INITIAL SLJSAREA UNIFORM DEVEL�PMENT I5: lJNOEVELOPED WITH PDOR COVER TC = K�`�[LENGTH��3)�(ELEVATI�N CHANCE���'�.� INTTIAL SLJBAREA FL�W-LENGTH�FEET� � 580.00 UPSTREAM ELEVATIDN�FEET] = 1D71.10 DOWNSTREAM ELEVATIQN�FEET) � 106�,7fl ELEVATI�N DIFFERENCE�FEET) = 1�.40 Tc = o.����[t s80.00�*��I� �o.4a����.� = 15.Z�z 1�� YEAR RAINFALL INTENSITY�INCH/H�IJR� = 2.767 UNDEVELnPE❑ WATERSHED RUNDFF CDEFFICIENT = .fi5Z9 SaIL CLASSIFICATI�N I5 "B" SUBAREA RLJNOFF(CFS] � 0.27 TOTAL AREA(ACRES� = 0.15 TflTAL RUNDFF(CFS� = O.Z7 --�.--_----_�__��_.�W_____________�.�.�.�__..._�_������__-----------------------_���� _.�_�_._���_��������___���._�____---------------------------------------------__�� END OF STUDY SLJMMARY: T�TAL AREA(ACRES] = 0.2 TC(MIN.� = 15.17 PEAK FLQW RATE�CFS) - D.�7 ___________________________________�.�____________�W��.....���.__....�����_���.�______ -----------------------------------W�..._-------.�_.���__.-____�.__--_______�-�_---- ��___._���_--__-----����_.�__.����.�--------------------------------------------- _____--__.�����___��__-------_�------------------------------------------------- END �F RATIDNAL METHQI3 ANALYS�S � ���������������������������������������������������sY���*����*��������������* RATIONAL METHaD HYDROL�GY CDMPUTER PR�GRAM 6A5E❑ �N RIVERSIDE C�UNTY FL�OD CDNTROL & WATER C�NSERVATIDN DISTRICT (RCFC&WCO] 1978 HYDRaLDGY MANUAL [c) �opyright 1982-24D6 Ad�anced En��neerin Software [aes) [Rational Tab�ing �ers�vn 6.�a� Release ❑ate: 0�/01�2005 �7cense 2D 12G4 Analys�s prepared by: RBF Consul ti ng 14725 Altvn Parkway zr�7 ne, CA 92618 ������������r������*������r� DESCRIPTION OF STUDY ��zk���r���r�����r������r���r��� �` PA5E0 13EL S�L PA 38, PM 36461 � '� RATI�NAL METHO❑ ANALYSIS, l4-YEAR ST�RM EVENT '� � flN-SITE PDST DEVEL�PMENT HYDROLOGY MODEL '� �s������r��r��������r����x�r����r�������*�r�����������r�s��r���e�r����r������������r�r���� FILE NAME: ❑ElO.DAT TIME/DATE QF STIJDY: 14:�6 1o11s1�oi� �SER SPECIFIED HYOR�LOGY AND HYDRAl1LIC M�DEL INF�RMATI�N: -----------------------------������.._����..���-------------------------------- lJSER SPECIFIED STORM EVENT�YEAR) = 14.�� SPECIFIED MINIMIJM PIPE SIZE�INCH� = 18.00 SPECIFIE� PERCENT DF GRADIENTS�DECIMAL] T� U5E F�R FRICTIQN SL�PE = U.05 1D�YEAR STORM 1�-MINUTE INTENSITY(INCH�H�UR� = Z.360 lQ-YEAR ST�RM 60�MINUTE INTENSITY(INCH�HDUR� W 0.880 . 1�0-YEAR STQRM l�-MINUTE INTENSITY�INCH/HDUR) = 3.480 1�0-YEAR STORM 60-MINUTE INTENS�TY�INCH�HflL1R� = 1.3U� SLQPE ❑F l4-YEAR INTENSITY--DURATION CURVE = O.S5d5732 SLDPE OF 10�-YEAR INTENSITY-DIJRATI�N CURVE = 0.5495�3fi CDMPUTE❑ RAINFALL TNTEN5IT1' DATA: STQRM EVENT � 1�.DU 1--H�UR INTENSITY(INCH/H�UR� _ �.889 SLDPE OF INTENSITY DURATIDN CURVE � �. 55�6 RCFC&WCD HYOROLOGY MANUAL "C"-VALUES USED F�f� RATI4NAL METH�D NOTE: C�MPUTE CONFLIJENCE VALLJES ACCOROING T� RCFC&WCD HY�ROLOGY MANUAL AND IGNORE QTHER C�NFLUENCE CQMBINATIDNS F�R ❑DWNSTREAM ANALY5E5 �lJSER-I]EFINED STREET--SECTI�NS FDR CDUPLE❑ PIPEFL�W AND STREETFLdW M�DEL� HALF- CR�WN TD STREET--CROSSFALL: CURB GUTTER-GE�METRIES: MANNING WIDTH CROSSFALL IN- / �UT-/PARK- HEIGHT WIDTH LIP HIKE FACT�R N�. (FT) [FT� SIDE � 51DE/ WAY [FT} �FT] [FT� (FT} (n) --- ----- -__��_��� ��___���...._�.���._�� _----- ----- ------ ----- ------- --- ----- .��.�_----- -----��_----__�..._�_ ------ ----- ------ ----- ------- a. �o.o ��.o fl.ois�o.ols�o.ozo 0.6� z.00 0.0�1� 0.16� 0.0150 GLOBAL STREET FLQW-DEPTH CDNSTRAINTS: 1. Relati�e Flow--vepth = 0.00 FEET as (Maximum Aiiowable 5treet Flow ❑epth) - �Top-of-Curb) �. (�epth]�(�el oc-i ty] �onstrai nt = fi.D �FT�'FT/5] '�S�ZE PIPE WITH A FLOW CAPACITY GREATER THAN DR EQUAL TQ THE UPSTREAM TRI6UTARY PIPE.� �r�������r��x�r��r��r���������r�x���r����r����r������������r����r��r���r���r�����r��r����zr�r�r��r FLOW PROCESS FR�M N��E l�l.oa ,-o N�DE 102.00 IS CODE = 21 »»>RATI�NAL. METHOD INITIAL SLJBAREA ANALY5I5[[[[[ --------------__.����W.�.�.����_�_��____--_____------------------------------------ ------------_���__���_--_--___�����������_���--------------------------------- A55UME❑ �NITIAL SUBAREA �NIFORM DEVEL�PMENT I5 CDMMERCIAL TC = K���LENGTH�*3}/(ELEVATI�N CHANGE)��'�.� INITIAL SUBAREA FL�W--LENGTH(FEET} = 5fi0.OD UPSTREAM ELEVATI�N�FEET} = 1071.90 DOWNSTREAM ELEVATION[FEET] = 1�65.4� ELEVATI4N DIFFERENCE�FEET} = 5.50 Tc � o.�o��CC s6o,�o�*�)It 6.�0����.� = 9.2ss lfl YEAR RAINFALL INTENSITY(INCH/H��R) = 2.483 COMMERCIAL DEVELOPMENT R�N�FF C�EFFICIENT = .$733 S�IL CLASSIFICATI�N I5 "S" SUBAREA RUNDFF(CFS� = 7.0� TDTAL AREA[ACRES] = 3.�5 TOTAL RUNOFF(CFS� � 7.45 ����x������������r��r�����r*��r*�������r�������s������r�r����r��c�r��e�r�c���c�����c��r�c�r��r��� FL�W PR�CESS FR�M N�aE 2D1.�4 T� NODE 2�2.40 I5 CaDE = 21 _��_�.�---------------------------------------------------------------------- , »»>RATIONAL METH�❑ INITIAL SUBAREA ANALYSIS[[[[[ -------_��_������___����.�_��.�.�___�.����-------_��---------------------------- ----�_���_______--__----------------------------------------------------------- ASSUMED INITIAL SUBAREA UNIF�RM ' DEVELOPMENT I5 COMMERCIAL i TC = K'��(LENGTH^'�3��(ELEVATI�N CHANGE)�'�'�.Z INITIAL SLJBAREA FL�W—LENGTH(FEET] = 55U.�D UPSTREAM ELEVATION(FEET) = 1071.10 ❑�WNSTREAM ELEVATIDNtFEET} = 1�65.50 j ELEVATIaN DIFFERENCE(FEET) = 5.6� TC = �.3D3��C 550.0���3)IC 5.60]]��.2 = 9.456 14 YEAR RAINFALL INTENSITY�INCH/H�IJR) _ �.457 i COMMERCIAL DEVELpPMENT RUNOFF C�EFFICIENT � .8731 � 50IL CLA55IFICATI�N IS "Bi' ' SUBAREA RUN�FF�CFS) = 5.79 T�TAL AREA(ACRES] � 2.74 TQTAL RUN�FF�CFS} � 5.79 �e��r���r�r�������r��r��r�r�x����x��r��x��r����u�x������������r��r�������*��*�������r���������r� FLOW PROCE55 FR�M NQ�E 3Ql.QQ T� NODE 302.4D I5 C�DE � Zl ----������..�..�������--------------__------------------------------------------- � »»>RATIDNAL METHOD INITIAL SUBAREA ANALYSIS���c� ______________________��W��___________���������_.�W��_____�_________�_�_____� ASSLJMED INITIAL SU6AREA UNIFORM �EVELDPMENT I5: UNDEVEL4PED WITH POnR C�VER TC = K�[[LENGTH�'�3]/[ELEVATI�N CHANGE]���.� �NITIAL SlJ6AREA FL�W--LENGTH(FEET) _ �$D.00 UPSTREAM ELEVATIDN�FEET� � lD7l.ld O�WNSTREAM ELEVATIDN�FEET) = 10fi0.70 ELEVATIflN DIFFERENCE[FEET) = 1�.40 Tc = o.s���C� sso.00���)IC lo.4o)a��.� � ls.i7z 10 YEAR RAINFALL INTEN5IT1'�INCH�HOUR) = 1.895 UNDEVELflPE❑ WATERSHED RIJNqFF C�EFFICIENT = .5796 SOIL CLASSIFICATION I5 "B" SLJBAREA RIJNOFF�CFS� = a.16 TDTAL AREA(ACRES) � �.15 TOTAL RLlNnFF�CFS] = 0.16 EN❑ nF STUDY SLJMMARY: TDTAL AREA(ACRES) — 4.2 TC�MIN.� � 15.17 PEAE4 FLflW RATE(CFS) = 0.1� W��__.__�����._��������_------------__----_--------------------------------------- _--___._..�.�-----_�------------------------------------------------------------- __________�__________����_���._�W W_.���__�__������_____����.���������._�.�.�.��____ �ND OF RATIONAL METH�D ANALYSIS 0 _.i �v , ; � --__ I.�� _�i ,�. �,; � PCL. 7 LD7 �� k ; ��.� _� i �'J � - � ���� � I �;; � P. 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TE�HNICAL DRAINAGE STUDY Temecula Healthcare Center APPEND�X B HYDR�L�GY ANALYSIS, RATI�NAL METH�D B�: Pos��Prvject De�elopment Condifions, �oo�year storm event B2: Pvst�Pro�ect De�elopmen� Conditions, 10-year storm e�ent ****�****�***�*�**�***�**�*�******�***�*****�****�******�********�*�**����** RATIQNAL METH�D HYDROLOGY C�MPUTER PR�GRAM BASED �N RIVERSIDE �QUNTY FL�OD CONTRQL & WATER C4NSERVATI4N D�STR�CT �RCFC&WCD} 1978 HYDRQLQGY MANUAL �cy Copyright �982-20I3 Advanced Engineering Software �aesy �Rational Tabling �ersion 20 . Q� Rel�ase Date : d6�fl3�2�13 Licens� ID 12�4 Analysis prepared by: Michael Bak�r Tnternational 4�81� County Center Drive, 5uite �Q� . Temecula, CA 9259� **�********����**�**��**�* DES�RIPTx�N �F STUDY �*�*��*�**�****�*�*�**�**� * PASEQ DEL 5�L PA 38, PM 36461 � * BAS�N 1�0 * * 1�d-YEAR DEVELOPED C4NDQ�IT�N * �*******�***�*�**��**�***�*�*�*�**�***�**�**�********�**�**�*�**�****�*�** FILE NAME: DEVIQ� .DAT TIME�DATE �F STUDY: 15 : 41 1p/22�2��5 USER SPECIFIED HYDR�LQGY AND HY�RAULxC M�DEL xNF�RMAT��N: USER SPECIFIED ST4RM E�ENT �YEAR} W �QO . Qfl SPECxFrED MINIMUM PIPE SIZE {INCH} � $ . Q� SPEC�F�ED PERCENT QF GRADIENTS �DEC�MAL} T� USE F�R FRxCT�ON SL4PE = fl . 90 ' 1Q-YEAR STORM ��-MINUTE INTENSITY {�NCHIHDUR� � 2 . 36Q 1a-YEAR ST�RM 6�-MINUTE INTENSITY {zNCHIHdUR} = D . $$D 1�D-YEAR STORM 1D-MINLTTE �NTENSITY {�NCH/HaUR� � 3 . �48Q • 1 fl D-YEAR STORM �a-M�Ni,TTE INTENS ITY {zNCHIHaUR� = 7. .3 fl Q SLQPE OF 10--YE�R INTENSITY-DURATIQN CURVE _ � . 55�5732 SLQPE �F 140--YEAR INTENSITY-DURATIDN CURVE = 0 . 549553� CQMPUTED RAINFALL INTENSITY DATA: STQRM EVENT = 1fla . �� �-H4UR INTENSITY �INCH�H�UR} = 1 . 3�d SLQPE �F �NTENSITY DURATI4N CURVE -= D . 549� RCFC&WCD HYDROLOGY MANUAL "C"-VALUES USED FQR RATIQNAL METH�D N�TE: CQMP[]TE CONFLLIENCE VALUES ACCQRDING TQ RCFC&WCD HYDR�LOGY MANC]AL AN� TGN�RE OTHER CONFLUENCE COMBINATI4NS FQR DQWNSTREAM ANALY5E5 *LISER--DEF�NED STREET--SECTI�NS F�R C4UPLE❑ PIPEFLQW AND STREETFLaW MODEL* HALF-- CRaWN TO STREET-CR�SSFALL: CURB GUTTER--GEQMETR�ES : NIANNxNG WIDTH CR�55FALL IN- I ❑UT-/PARK- HEIGHT WI�TH LTP HxKE FACTQR VD. {FT� �FT} S�DE 1 SIDEI WAY �FT} �FT} �FT� �FT} �n} z 30 . � 20 . o Q . o�.s�� . o1s�� . o2o a . �� 2 . oa � . D313 0 . ��� a . o�5o GLOBAL STREET FLOW-DEPTH �DNSTRAINTS : 1 . Relative Flow-Depth = 0 . 0� FEET as {Maximum Allowable 5treet Flaw ❑epth} -- {Top-of-Curby 2 . {Depth) * �Velocityy Constraint = 6 . 0 �FT�FTIS� *SIZE PIPE WITH A FL�W CAPACxTY GREATER THAN OR EQUAL TQ THE UPSTREAM TRxBUTARY PIPE. * �***�**�***�*��***�***��**�r**�*�*�****�**��**�**�***�*��***�**�**�*�**�*�*** FLOW PRnCESS FRQM NQ�E 10� . D0 T� N�DE 101 . �0 I5 C4DE �- 2� __�_.�____----_��_�---------------------------------��___--_---���_��___----___-- 1 f`3 �-J ]777]RATIONAL METH�D �NTTIAL SUBAREA ANALY5�5CCCCC ��� ASSUMED �NZTIAL SUBAREA UNIF�RM ! DEVEL�PMENT IS C�MMERC�AL �. TC = K* [ �LENGTH**3} � {ELEVATIdN CHANGE} ] ** .2 � rNITIAL SUBAREA FL4W-LENGTH �FEETy = �.42 . OD f UPSTREAM ELEVATION{FEETj = �.�7�, . 7� ` DOWNSTREAM ELEVATI4N �FEET� = 1d67 . 50 ELEVAT�4N DTFFERENCE �FEET} = 4 .Z0 rl TC � � . 3D3* [ { 142 . 4D**3} If 4 .20} ] ** .2 = 4 . 449 (._� C�MPLTTED TrME 4F C�NCENTRATr�N INCREASED T4 5 MIN. 1�fl YEAR RAINFALL INTENSxTY {INCHIH�UR} = 5 . D�3 r� C4MMERG�AL DEVELQPMENT RUN�FF C�EFFICIENT � . $$46 . � � S4IL CLA557F�L�ATI�N TS "gr' S uBAREA RUN4FF [CF 5} = 1 . 17 TQTAL AREA�ACRES} _ � .2� T4TAL RUNQFF {CFS} � 1 . 17 +' �*��**��*�***�r*�******�****�***�**�***�*�********�**�**�*�*�**�***�*****�*�** L,1 FLQW PR�CESS FRQM NODE 1Q1 . Q� TQ N�DE 7.�2 . �0 x5 CODE = 52 ---------------------------------------------_��_-------------_--__--------_��_��_ �J »»>C�MPUTE STREET FLOW TR.AZTEL TIME THRU SUBAREACCCCC »]7� (STREET TABLE SECTxaN # 1 USEDyCCCCC � UPSTREAM ELEVATI�N{FEET� = 14G7 . 5Q D4WNSTREAM ELEVATTON{FEET} = 1�56 . 5D STREET LENGTH (FEET y = �.32 . 0� CURB HEIGHT ��N�HES} = 8 . � STREET HALFWIDTH {FEET} = 30 . 0� �� DTSTANCE FR4M CROWN TD CR�55FALL GRADEBREAK (FEET} = 20 . �� INS�DE STREET CR�SSFALL �DECIMAL} = 4 . a18 -� �UTS�DE STREET CRaSSFALL [DECIMALy - � . �18 � SPECxF�ED NLTMSER �F HALFSTREETS CARRYING R[]NQFF = �. STREET PARKWAY CRQSSFALL �DECIMAL} - � . p2p � Manning' s FRICTIQN FACT�R far Streetflow 5ection [curb-tv=curb� = fl . �15Q �.. Manning' s FRICT��N FACTaR far Sack--af-Walk Flow Section -- a . Q2�� **TRAVEL TIME �QMPUTED USrNG ESTIMATED FL�W �CFS} _ � . 99 STREETFL�W MQDEL RESULTS C]SING ESTIMATED FL�W: STREET FLOW DEPTH �FEET� � 0 . 37 HALFSTREET FLD4D WIDTH {FEET7 = �1 . 84 A�IERAGE FLOW VEL4CITY �FEET/SEC. } = 2 . �7 PRQDUCT �F DEPTH&�IEL�CITY �FT*FTISEC. } _ � . 77 STREET FLQW TR.AVEL TIME �MIN. } = �. . 0 6 Tc �MIN. � = 6. �6 � � IaQ YEAR RAINFALL �NTENSITY ��N�HIH�C]R} = 4 . 582 � CDMMERCIAL DEVEL�PMENT RUNQFF C�EFFxCxENT = . $833 SDIL CLASSIFrCATIQN IS "B" ( � SLTBAREA AREA�ACRE 5 7 = � . 9 D SUBAREA RUN�FF �CF5� -= 3 . 6� i f TQTAL AREA �ACRES) = 1 .2 PEAK FL�W R.ATE �CFS� � 4 . $� . '.� END 4F SUBAREA STREET FL4W HYDRAULZCS: DEPTH {FEETj = Q . 4� HALFSTREET FL��D WxDTH{FEET} = 14 . 57 FLQW VEL4CITY �FEETISEC. } = 2 .30 DEPTH*�IELOCITY �FT*FT�SEC. } � p . 97 LONCEST FL4WPATH FROM NDDE 1�D . DQ TQ N�DE 1D2 . �a = 274 . 40 FEET. �_.. ��*�**�**�*****��****�*��****�***�**�*�*�**�***�**�***�**�****��**�r�***�*�*�** FL4W PRQCESS FR�M NODE 1D2 . �Q TQ N�DE �03 . 00 IS ��DE -= 3�. --__���--------------���___---_���������--------------�-_----------------------- �� ]77]7CpMPUTE PxPE-FLOW TRAVEL TIME THRU SUBAREACCCCC ]7�]7LiSING CQMPC]TER-ESTIMATED PIPESIZE �NQN PRE55URE FLQW� C[CCC 2 � �L ELEVATIQN DATA: UPSTREAM�FEET� � 1051 . 70 DOWNSTREAM{FEET� = 1Q6Q . 30 FL�W LENGTH �FEET} = 275 . Q� MANNING' S N = � . �13 DEPTH �F FLDW IN 18 . � INCH PxPE r5 10 . g INCHES PIPE-FL�W VELQCITY (FEETISEC. } = 4 . 32 ESTIMATED PIPE DIAMETER��NCH� = 18 . Qfl NUMSER aF PxPES = 1 PIPE--FLOW{CFS7 -- 4 . $�. PIPE TRAVEL TIME {MIN. � _ �. . �5 Tc �MIN. } = 7 . �.2 LnNGEST FLnWPATH FR�M N�DE �0� . 0� TQ NQDE 1.03 . 00 = 549 . p� FEET. ���*�****���***��**�**�*�*****�****�**��***�*�**�**�********�***�*�*******�* FL4W PROCESS FRaM N�DE 103 . Oa T4 NQDE 103 . �� I5 C�DE � 1 ]7]77DE5IGNATE TNDEPENDENT STREAM FQR CQNFLUENCECCCCC TQTAL Ni]MBER �F STREAMS = � CQNFLC]ENCE VALUES C]SED FOR IN�EPENDENT STREAM 1 ARE: TIME OF C4NCENTRAT��N �MIN. } = 7 . �2 RA�NFALL INTENSxTY �rNCH/HR} = 4 . 19 TQTAL STREAM AREA{ACRES} = 1 . 15 PEAY. FLOW RATE {CF5� AT CONFLUENCE � 4 . 81. �*�*�*�*��x��**�***�**��*�*�**�***�*�**�****�r*�**�***�**�**�***�*�**�****�**� FLQW PROCESS FROM NODE 11d . Qa T4 NQDE 11.7. . �� IS C4DE = 21 _--_----------_--------------__������_-----���_�___---------_------���_______.���-- ]7777R.ATI4NAL METH�D rNITIAL SUSAREA ANALYSIS[CCCC ASSCTMED TNxTxAL SUBAREA UNIF4RM DEVEL�PMENT x5 COMMERCIAL TC -- �C* [ {LENGTH**3} I {ELEVAT I�N CHANGE y ) *'� .2 INTTxAL SUBAREA FLOW-LENGTH {FEET} = 39 . Q0 UPSTREAM ELE�TATIflN�FEET� = 1fl&$ . 54 D�WNSTREAM ELEVATTQN{FEET) = 1068 . 3� ELEVAT�ON DIFFERENCE {FEET� _ � .2� TC = � . 303* [ ( 39 . �0**3} 1 t 0 .2�} ) ** .2 = 3 . 757 C�MPUTED TIME QF C�NCENTRAT��N INCREASED TQ 5 MIN. 1�D YEAR R.AINFALL �NTENS�TY �xNCH/H0UR7 = 5 . �93 C4MMERC��L DEVEL�PMENT RUN�FF CaEFFICIENT = . 8$46 SflIL CLASS�FICATIQN zS "B" SUBAREA RUNQFF �CF5} _ �. .2 2 TDTAL AREA�ACRES 7 � � . 27 TflTAL RUNOFF {CFS� _ �. .22 �*�***�*�**�******�**�*******�*********�*�****�**��**�***�******�*�**�*�**�* FLQW PRDCESS FRDM N�DE 1�1 . QD T� NODE 112 . �a TS C�DE = 31 ��_------------�---_--_-----_��_�����_---------------_�_---------------------_�_-�__--- �7]7]C�MPUTE PIPE-FL4W TRAVEL TIME THRC] SUBAREACCCC[ 7777]USING COMPUTER-ESTIMATED PIPES�ZE �NQN-PRESSURE FL�W} [CCCC ELEVATI�N ❑ATA: UPSTREAM�FEET} � 1Q6Z . $Q D�WNSTREAM�FEET} = �.D61. . 30 FL4W LENGTH [FEET} = 17� . �Q MANNING' S N = � . �13 DEPTH QF FLDW IN 9 . � INCH PIPE IS 6. Z xNCHES PIPE-FLQW �IEL�CITY �FEET�SEC. � = 3 . 73 ESTIMATED PIPE DrAMETER�INCH7 = 9 . 0� NUMBER OF PIPES = �. PIPE-FL�W{CFS} = 1 . 22 PIPE TRAVEL TxME �MIN. } = fl . 75 Tc �MxN. } � 5 . 7� LQNGEST FL�WPATH FROM N4DE 11� . QQ TQ N�DE 112 . �Q � �09 . �Q FEET. �**�*�*�***�*��****�**�*�*****�***�***�****�*�**�****��************�****�**� FLOW PR�CESS FROM N�DE 112 . a0 TQ NQDE 112 . 0� IS C�DE � $1 3 _W�__�-------------������_��___---------------_�__���_�___���---�_�__------- »»>ADDrTION QF SUBAREA TD MATNL�NE PEAK FLflWCCCCC � 1�� YEAR RA�NFALL xNTENSxTY �x,NCHIH4UR} = 4 . 713 C�MMERCrAL DEVELQPMENT RUN�FF �OEFF���ENT = . $83� � SaxL CLASSIFICAT�ON x5 "B" , S UBAREA AREA(ACRE 5} = D .2 3 S LIBAREA RUNOFF {CF S} _ � . 9 5 T�TAL AREA�ACRES} = � . 5 TOTAL RUN4FF �CFS 7 = 2 . 17 TC {MTN. } = 5 . 7� �*��***�**�*��*��**�*�***�r*�*�*�**�**��*�**�**�*�**�**�****�***��***�**�**�* FL�W PRnCESS FR�M NODE 112 . aQ Tn N4DE 1D3 . �� TS ConE = 31 ---------_____---------.��.�_--___���-----------------_-----�---------__������--------- �7]]7CnMPUTE P�PE-FLOW TR.AVEL TIME THRU SUBAREAC[C[[ 77]77USING CQMPUTER--ESTIMATED PIPESIZE (N�N�-PRESSURE FLOW} CCCCC ELEVATI4N DATA: UPSTREAM�FEET� = 1Q�� . 3� DQWNSTREAM�FEET} = 1a60 . 30 FLOW LENGTH �FEET} = 9 6 . �Q MANNING'S N = Q . Q�.3 nEPTH QF FLQW rN 1� . � INCH PIPE IS 6 . 9 INCHES PIPE-FL4W VEL4�TTY �FEETISEC. } = 4 . 55 ESTIMATED PxPE DTAMETER{�NCH} = 12 . Q� NUMBER OF PrPES = 1 PIPE-FLQW �CFS� = � . 17 PZPE TRAVEL T�ME {MIN. } = 0 . 34 Tc �MIN. � _ � . 1.D LQNGEST FLQWPATH FROM N�DE 11� . �a TQ N�DE 1d3 . 0� = 3Q5 . D0 FEET. **�***�**�**�*****�**�**�******�*�***�***�****�****�**�**�**���*�**�*�**�*** FLOW PRQCESS FR�M NODE 1d3 . Q� Tn N4DE 1D3 . �� �S ���E = 1 ----.���____-----------_--_-----_���_----------��.�---------------�����_--------- 7]]7]DESIGNATE �NDEPENDENT STREAM FDR C�NFLUENCE[CC[[ 7�77]AND CnMP[]TE �TARTDUS C�NFLUENCED STREAM VALUESCC[CC TOTAL NUMBER �F STREAMS = 2 ��NFLUENCE VAL[]ES USED F�R rNDEPENDENT STREAM 2 ARE: TrME OF C4NCENTR.ATr�N{MxN. } = 5 . 10 RAINFALL INTENSxTY {rNCHIHR} = 4 . 56 T�TAL STREAM AREAtACRES� = d . 5� PEAK FL4W RATE (CFS} AT C�NFLUENCE = 2 . 17 ** CONFLUENCE DATA ** STREAM RUNQFF Tc xNTENSrTY AREA N[]MSER �CFS� (MTN. } ��N�H/HQUR� {ACRE� �. 4 . 81 7 . 12• �4 . 19� 1 . I� 2 2 . 17 5 . 1Q 4 . 565 0 . 5fl **�***�***�����***�**�**�********yJARNZNG**�**�*�**�***�**�*��****�*�*�***� IN THxS C�MPUTER PR�GRAM� THE C�NFLUENCE VALC]E USED IS BASED �N THE RCFC&WCD FnRMULA QF PLATE D--1 AS DEFAC]LT VALUE. THIS FQRMULA WILL N�T NECESSARILY RESULT IN THE MAXTMUM VALUE �F PEAK FL�W. �***�*****�r*�*��***�**�**�*�********�***�**�****�**�***�**�**�*�r*******�** RAINFALL �NTENSITY AND TIME �F C�NCENTRATTQN RATxQ C�NFLUENCE FORMULA USED F4R 2 STREAMS . ** PEAK FLQW RATE TABLE ** STREAM RUN�FF Tc INTENSITY � NUMBER {CF5� {MIN. 7 �INCH/HQUR} � �. 3a � . Zo � . ��5 2 6. $� 7 . 12 4 . 194 � CDMPUTED CQNFLUENCE EST�MATES ARE AS F�LLQWS : PEAK FL�W RATE �CFS� = 6 . 81 Tc (MIN. � = 7 . 12 TQTAL AREA�ACRES� _ � . 7 L4NGEST FLQWPATH FR�M N�DE 1Qfl . Qfl TQ NQ�E 1�3 . flQ = 549 . OQ FEET. ***�*��*�*�*****�*�**�***�****�*******�**�*****�*�**�*�*****�*�**�****�*�*�* FLaW PROCESS FR�M N�DE 1Q3 . Q� TQ NQDE 104 . D0 I5 C�DE = 31 __--_---------------------------------------------------------_���_------_____��--- �7777C�MPUTE PxPE-FL�W TRAVEL TIME THRU S[]B�REACCCCC �7777USING CflMPUTER-ESTIMATED PIPESIZE �NDN-PRESSURE FL�W� [[CC[ ELEVAT InN DATA: UP 5 TREAM{FEET} � �D�� . 3 Q DOWNS TREAM�FEET� = �.0 5 9 . 9� FL�W LENGTH {FEET) _ $� . Q� MANNING' S N = 0 . 013 DEPTH �F FLOW rN 1$ . fl INCH PIPE I5 14 .Z TNCHES PxPE-FL4W �TELOCITY �FEET/5EC. � -= 4 . 54 EST�MATED PIPE DIAMETER�IN�H} = 1$ . pQ NUMSER DF PIPES = �. P�PE--FL4W{CFS} = � . 81 • P�PE TRAVEL T IME �MIN. } = 0 . 2 g Tc {MxN. } = 7 . 4 2 L�NGEST FLQWPATH FR�M NQDE 1�D . DQ T� N�DE ��4 . �� � �29 . d� FEET. ***�*****���*�**�*�**��*****�**�****�**�***�*��*�**�****�**�****�*��**�***** FL�W PR��ESS FR�M NO�E 1D4 . D� T� NQDE �04 . Q� IS C�DE = �. --------------�------______��_----��������_----__W.�����__�.�--------------------- ]7]77DE5IGNATE INDEPENDENT STREAM FQR C�NFLUENCECCCCC T�TAL NUMBER �F STREAMS = 2 C�NFLUENCE VALUES USED F�R INDEPENDENT STREAM 1 ARE: TrME �F CQNCENTRATIDN �MIN. � � 7 . 42 RAZNFALL INTENSITY {INCH/HR� � 4 . 1� T�TAL STREAM AREA�ACRES} = � . �� PEAK FLQW RATE {�FS} AT C�NFLUENCE � � , $� ��*�***�*���*�***��**�****�**�*��*�*****�***�****�**�*�*****���*****�**�***� FLnW PRDCE55 FRQM N�DE 12a . �Q TD NQDE �.21 . �0 I5 C��E = 21 --------____---------------W___-------------_---------------����_�_�_�.�.�_------- 777]7RATI4NAL METHOD �NrTIAL SUBAREA ANALYSxSCCCCC ASS[]MED �NTTxAL SUBAREA UNFFnRM DEVELQPMENT �S C�MMERCIAL TC = K* [ {LENGTH**3yI �ELEVATION CHANGE} ] ** . 2 INxTxAL SUSAREA FLQW-LENGTH {FEET� = 1$2 . d� UPSTREAM ELEVATIQN (FEET} = Id68 . 3� DQWNSTREAM ELEVATI�N�FEET7 = 1067 . 5� ELEVATx�N DIFFERENCE �FEET� = � . $0 T� = 0 . 3�3* � { 1$2 . �D**3} 1 t � . SOy ] ** . 2 � 7 . 7.95 1�D YEAR R.AINFALL INTENS�TY {xNCH/H�URy = 4 . 17Q C�MMERCxAL DEVELQPMENT RUNQFF C�EFFxCZENT = . $819 S�IL CLASSIFICATIQN IS "B" SCTBAREA RUN�FF �CF S) = D . 9 Z TQTAL AREA�ACRE S y = Q . 2 5 T�TAL RUNDFF �CF S 7 = D . 92 +��*�*****��**�*�****�***��***�**�*�**�**��**�**�**��****�***�*�*****�**��***� FLQW PR�CESS FRDM N�DE 121 . �D T� NQI]E 1�4 . �� IS C�DE = 62 7]77]C�MPUTE STREET FLDW TRAVEL TIME THRU SUSAREACCCC[ 7�777 (STREET TABLE SECTIQN # 1 USED} [[CCC UPSTREAM ELEVATION �FEET} = 1��7 . 5� DQWNSTREAM ELEVATT�N �FEET� = �.067 . QQ STREET LENGTH {FEET} = 1�2 . �� CURB HExGHT �rNCHES} _ $ . D 5 STREET HALFWZDTH �FEET� = 30 . DQ ❑ISTANCE FR�M CROWN Tfl CR4SSFALL GRADEBREAK �FEET� = 20 . 0� INSIDE STREET �RDSSFALL {DECIMAL} = Q . p�$ 4UTS IDE STREET CR4SSFALL �DECIMAL� = 0 . �7.$ SPEC�F�ED NUMSER QF HALFSTREETS CARRYxNG RC]N�FF = � STREET PARKWAY CRQSSFALL �DECIMAL} - Q . p2D Manning' s FRICTIQN FACT4R for Streetflow Section {curb-to-curb7 = O . o15a � Manning' s FRICTI�N FACT�R for Ba�k-of-Walk Flow Section = � . OZDQ **TRAVEL TIME CQMPUTED USING ESTrMATED FLOW{CFS} = 1 . 99 � STREETFLDW MQDEL RE5ULT5 USZN� ESTrMATED FLQW: STREET FLQW DEPTH (FEET� _ � . 36 HALFSTREET FLQQD W�DTH {FEET� = �0 . 82 AVERAGE FLaW VELQC�TY �FEETISEC. � = 1 . �1 PR�DUCT OF DEPTH&VEL�C�TY [FT*FTISEC. } _ � . 57 STREET FL�W TRAVEL TxME �MxN. } = 1 . 0 6 Tc �M�N. } _ $ .�5 �.�� YEAR RAINFALL �NTENSTTY [xNCHIHOUR) = 3. $�$ CflMMERCIAL QEVEL�PMENT R[]N�FF CDEFFICIENT = . $8Q8 S�xL CLASSIFICATZ�N �S "B" 5[]BAREA AREA{ACRES} = 0 . 63 SUBAREA RUNQFF (CFS} � 2 . 1.5 T�TAL AREA�ACRES} _ � . 9 PEAK FL�W RATE {CFS} � 3 , p 7 END ❑F SUBAREA STREET FLQW HYDRAULrCS : DEPTHtFEET� _ � . 4D HALFSTREET FL��D WI�TH {FEET� � 13 . 1� FL�W VEL4CITY �FEET�SEG. � = 1. . 75 DEPTH*VEL�CITY �FT*FT/5EC. � _ � . 7a L�NGEST FLnWPATH FRflM NDDE 1.20 . �� T❑ N�DE 1Q4 . Q� _ �$4 . �Q FEET. *��**��*****��r*�*�***�***�**�*****�****�**�**�r�***�**�*�*�****�**�*****�*�*� FL�W PRnCESS FR4M NQDE 1a4 . Q� T� NODE �d4 . Q� IS C�DE � 1 ]7777DESIGNATE INDEPENDENT STREAM FflR C�NFLUENCECCCCC ]7777AND C4MPUTE VAR��US CDNFLUENCED STREAM VALUESCCCCC -----_.____.__._------------------------._._._�.__._._._____....___�._W._�_---------_______ T�TAL NUMSER QF STREAMS = 2 � C�NFLC]ENCE VALUES USED F�R INDEPENDENT ST�EAM 2 ARE: TTME �F C�NCENTRATI4N{MIN. � � $ .Z5 RATNFALL INTENSITY (INCH/HR� = 3 . 87 TQTAL STREAM AREA{ACRES7 = � . 88 PEAK FLflW RATE �CFS} AT C�NFLUENCE = 3 . �7 ** C�NFLC]ENCE DATA ** STREAM R[]NOFF Tc INTENSITY AREA NUMBER (CF5} �MIN. � {INCH/HQUR} {ACRE� � 6 . 81 7 . 42 4 . 1�2 1. . �6 2 3 . 07 8 . 25 3 . $58 Q . 88 �****�*****�****�*�*�****�**�****WARNING***�***��*******�****�**�***�***** IN THIS C�MPUTER PR�GRAM, THE CONFLUENCE VALi.TE USED zS BASED 4N THE RCFC&WCD F�RMC]LA �F PLATE D-1 AS DEFACTLT VAL[]E. THTS FORMC]LA WILL NQT NECE55AR�LY RE5[]LT �N THE MAXIMUM VALUE QF PEAF: FL�W. **�***��******�******�***��*��**�**�*�**�***��***�**�****�*��*�**�***�*�** RA�NFALL TNTENS�TY AND TxME �F C�NCENTRATInN RATI4 C�NFLUENCE FQRMULA USED F�R 2 STREAMS . ** PEAK FLQW RATE TABLE ** STREAM RUNQFF Tc xNTENSITY 6 NUMBER �CFS� �MIN. } (INCHIH�URy � 9 . 57 7 . 42 4 . �02 2 9 . �9 8 .�5 3 . 868 C�MPUTED C4NFLUENCE ESTIMATES ARE A5 FQLLOWS : PEAK FLOW RATE {CFS} = 9 . 57 Tc �MrN. } = 7 . 4� TaTAL AREA�ACRES} � Z . 5 L�NGEST FLQWPATH FRQM N�DE 100 . 00 TO N�DE 1�4 . Q� = 529 . Q� FEET. �****�**�*********�*�****�**�***�**�****�**�**�**�*�********�*�******�**�*** FLQW PR4CE55 FRQM N�DE 1d4 . �0 T� N�DE 1D5 . D� I5 CQDE = 31. __��___�_�_�------------------�_���__----------_����__-------------------------- »»>COMPUTE P�PE-FL�W TRAVEL TIME THRU SUBAREAC[CCC ]]�77U5ING C�MPUTER-ESTrMATED PIPESIZE {N�N--PRESSURE FL�W} CCCCC ELE�IAT IQN DATA: UP STREAM�FEET} _ �D 5 9 . 9 a DQWNSTREAM�FEET} = �.0 5 9 . 7 Q FLDW LENGTH {FEET} = 4 5 . Q� MANNING' S N = Q . Q 7.3 DEPTH �F FL�W IN 21 . Q INCH PIPE I5 �5. 4 FNCHES PIPE-FL�W VELOCITY �FEETISEC. � � 4 . 74 ESTIMATED P�PE ❑IAMETER{INCH} � 21 . Qp N[]MBER �F P�PES = �. P IPE-FLQW�CF5 y = g. 57 PIPE TRAVEL TrME �MIN. } = Q . 1� Tc (MIN. } = 7 . 57 L4NGEST FLOWPATH FROM NODE 1QQ . Q� T4 NQDE �.o� . �o = ��� . a� FEET. -------------_._......__----------.�._._------------------------._._._._._.____._._._----._._._._._._ --_._._....--------_-----------------------------�...__-----._�-._.___----------�._.___----- END QF STUDY SUMMARY: T�TAL AREA{ACRES} = 2 . 5 TC {MIN. } = 7 . 57 PEAK FLQW R.ATE �CFSy = 9 . 57 -------------._._�-----------._�._--------------------------._._._._.....__..._�.___._._._._._._._._ -------------._._�-----------....�._._-------------------------.__._._...___._�.____._._�._._._._ END �F RATT�NAL METHOD ANALYSIS 7 S **�******�***��**�**�**�**�***��**�**�**�****�*�**�****��****��*******�***** RATI�NAL METH�D HYDRaL�GY C�MPUTER PROGR.AM BASED QN Rx�ERSIDE CnUNTY FL�QD C�NTR�L & WATER C�NSERVATI4N DISTRICT {RCFC&WCD} �97$ HYDROLOGY MANUAL �c� Cvpyright 198z-20�3 Advanced Engineering Sflftware {aesy {Rational Tabling Version 2a . �7 Release Date: a61�112013 License ID 1264 Analysis prepared by: Michael Baker International ��$�� County Center Drive� Suite 1D� Temecula, CA 92591 *�**�***�*******�**�*****� DESCRIPTI�N �F STUDY **�**�**�***�**�*��***�*** * PASED DEL SDL PA 3$. TM 36461 * * BASIN AREA 2QD & 3�d * * 1dQ-YEAR DEVEL�PED CONDITIONS * **�*�*�**�***�******�**�****�**�**��**�****�*�*�***�**�*��*�****�***��**�* FILE NAME: DEVZ�Q .DAT T�ME�DATE QF STUDY: 15 : 12 1���2/�Q�5 ----����-----�---------------W��_-------------����__�_-------�_W_----------- USER SPECIFIE❑ HY�R�LOGY AND HYDRAULIC MQDEL INFQRMAT�QN: ----W�W_�_---�----------------��___-----------_����_�__--------�------------ USER SPECIFIED ST�RM EVENT {YEAR} = 1Q� . Q� SPEC�FFED MIN�MUM PxPE SrZE �INCH} = $ . Qp SPECIFIED PERGENT flF GRADrENTS {DECIMAL} T4 USE FDR FRTCT�4N SL�PE = Q . 90 �0-YEAR ST�RM �Q-M�NUT� xNTENSITY {INCHIH4UR} � 2 . 3�� � ��-YEAR STQRM 6d-M�NUTE �NTENSITY �INCHIH�UR} � Q . 88� 1��-YEAR STQRM 1D-M�NUTE xNTENSITY {INCH�HnUR} � 3 . 4$Q �d�-YEAR STQRM 6D-M�NUTE xNTENSITY {INCHIH�UR} � 1 . 3DQ SL�PE �F 10�YEAR TNTENS�TY-DURATION CURVE = � . 55a5732 SLaPE �F 1d��YEAR �NTENSxTY-DURATION CURVE = 4 . 5495535 CflMPUTED RAINFALL TNTENS�TY DATA: ST�RM EVENT = 1fl� . �d �-H�UR �NTENSITY �INCH�H�UR� = 1 . 300 SL�PE OF INTENSITY DURAT��N CURVE = 0 . 54g5 RCF�&WCD HYDRQL�GY MANUAL "C"-VALUES USED FOR RATIaNAL METHQD NQTE: CQMPUTE C4NFLUENCE VALUES ACCaRDxNG TO RCFC&WCD HYDRQL�GY MANUAL AND �GNaRE �THER GQNFLUENCE C�MBxNATr�NS F�R ❑OWNSTREAM ANALYSES *USER-DEFrNED STREET�SECTIQNS FQR �4UPLED PrPEFL�W AND STREETFL�W MQDEL* HALF- CR�WN TD STREET�GR�SSFALL: CURB GUTTER-GEQMETR�ES : MANNING WTDTH CRD55FALL IN- / dUT-�PAR�- HETGHT WIDTH LIP HIKE FACTpR JD. �FT} �FT} SIDE / SI�E� WAY {FT} {FT} �FT} �FT} �n� --- ----- -----_-�._._- ----------------- ---_._� .__........_ _.._._--- ----- ------- 1 3� . � �� . 0 4 . 41�ID . 4181Q . d2� Q . 67 2 . �� � . �312 Q . 1G7 Q . �15� GL�BAL STREET FLOW-DEPTH C�NSTRAINTS : 1 . Re lat ive Flow--Depth = � � . Q Q FEET as �Maximum Allawable Street Flow ❑epth} - {Top-of-Curb} 2 . �Depth7 * {Velocity} Canstraint � �. D {FT*FT/Sy *SIZE PIPE WxTH A FLOW CAPACITY GREATER THAN �R EQUAL TQ THE C]PSTREAM TRIBLTTARY P�PE . * k�k�k�k�c�k�k�*�c��k�c�c�r3r 7k*irir9s 7k�k�k�k�t7k�k��k�k�c*�k�c��k*�k�c��k�c�k�c�k�c�k�k�k�k�r�k�k�r3r 7k*ir9r�k�k�k�k�k7F�k�k 7k 7k7kir�k 7k�kir FLDW PRQCESS FROM N�DE 20Q . �Q TQ NDDE 2�1 . Q0 TS C�DE = 2� ___--------------------.���___��----------------���_--_---------_�_��_�_---_----__ l ]7]77RATI4NAL METHaD zNxTxAL SUBAREA ANALY5T5CCCCC ____�W���------------------��---__�T-----------�-----_W�_----------------___ --------------��WW��W���__�_---------------------------------�______�_�__--- A55UMED �N�T�AL SUBAREA UNIFORM DEVEL�PMENT xS C�MMERCIAL TC = K* [ �LENGTH**3} I {ELEVAT InN CHANGE) ] ** . 2 INITIAL SUBAREA FL�W-LENGTH �FEET} = 2Q . Qp UPSTREAM ELEVATION �FEETy = 1��8a . D� D4WNSTREAM ELEVATION{FEET} = 1Q68 .2Q ELEVATIQN DIFFERENCE {FEET} = 961� . 8� Tc = 0 . 3�3* [ { za . 00**33 � � ����. so} � *� .2 = o .z�� C�MP[]TED T7ME �F CQNCENTRATIQN INCREASED T4 5 MIN. 1D� YEAR R.AINFALL INTENSITY �INCH�HQUR� � 5 . 493 C�MMERCTAL DE�TELaPMENT RUNQFF C�EFFICIENT = . $845 S��L CLASSTFICATI4N IS "B" SUBAREA RUN4FF �CFS} = 4 .5 4 T�TAL AREA�ACRES} = � . 11 T4TAL RUNQFF (CFS} = 0 .5 0 �r�*******�**�******�**�**�**�*�***�*****�**�*******�***�*�**�***�x*�r*�r*��**** FL�W PROCESS FR4M N�DE 2D1 . OQ TQ NQDE ZD2 . Q� �S ��DE = 31 ---------------------------��.������������_------------------------------------ ]7777CQMPUTE PIPE-FL4W TF.AVEL TIME THRU SUBAREAC[CC[ ]777][]S�NG C4MPUTER-ESTIMATED PIPESIZE {NflN--PRESSURE FLOW� CCCCC --------__._.__.______---------------------------------------._._._._._._._._......_._....._.___--- ___._�...._......._------------------.__._._._._._._._._._._._._----_....._...._-----._�_--------------._.�._.... ELEVATx�N DATA: UPSTREAM{FEETy � 1�65 . a0 D�WNSTREAM�FEET} = 1�64 .Z� FLOW LENGTH �FEET} = 117 . �D MANNING' S N -= 4 . D13 DEPTH OF FL�W IN 9. fl INCH PIPE IS 3 . $ IN�HES P�PE-FL�W VELnCITY �FEETISEC. } � 2 . 75 EST�MATED PIPE DIAMETER{INCH� = 9. �d NUMBER �F PxPES = �. PxPE-FL�W�CFS} = Q . 54 PxPE TRA�IEL TIME {MIN. } = p . 71 Tc {MIN. } � 5 . 71 LQNGEST FLOWPATH FR�M N�DE 2�Q . �Q TQ N�DE 2a2 . �Q -_ �.37 . �0 FEET. +�****�*****�**�**�**��x**��*�*�**��**�**��*�*�***�**��**�**�*��*�*�********** FLQW PR�CESS FROM NODE ��2 . �fl TO N�DE 2Q2 . Q� I5 C�DE - $7. __�_�_�------�__.���-----_���__---_--_--------------------��_---------------.���_ �7�77A�D�TxnN �F S[]SAREA T� MAINLINE PEAK FL�WCCCCC -------------------....._....__----_....._.__------_�._.__._�._._.__-------------------------- __._.__....._._----�-------------------------------------------._._--__-------------_.-__ 1QQ YEAR RAINFALL xNTENSITY {INCHIHOUR} = 4 . 73� C�MMERCIAL DEVEL�PMENT RUN�FF COEFFICIENT = . 8$37 S�IL CLA55ZFrCAT��N �5 "B" SUBAREA AREA�ACRES� � � . 48 SUBAREA RUNOFF {CFS} = 2 . �1 TDTAL AREA�ACRES} _ � . 6 T�TAL RUIVQFF �CF 5� = 2 . 5� TC {MIN. } � 5 . 71, +��*******��*�**�**��***�**�*�**�***�**��**�*�*�*�**�**********�****�*�***��r* FL4W PRQCESS FR�M NODE 2Q2 . 0� T� NaDE 2,�3 . �0 15 CODE = 31 ]�]77COMPUTE PIPE--FLQW TRAVEL T�ME THRU SC]BAREAC[CCC 7]]77USING C�MPUTER--ESTIMATED PZPESIZE {N�N-PRESSURE FLOW} CCCCC ----------_._�-----------------------------------------��....__--__....__........�._.__._._�___..� -------------�------_......_.__.--------------------__._._____.�-------------------------- ELEVATI�N DATA: UPSTREAM�FEET} = 1D54 . 2Q DQWNSTREAM{FEET} = 1063 .�0 FLOW LENGTH �FEET} = 196 . Dp MANNING' S N = � . Q�.3 �EPTH OF FLflW IN �5 . 4 INCH PTPE IS $ . 1 INCHES P�PE-FL�W VELQCITY �FEET/SEC. � = 3 . 69 EST�MATED PIPE ❑IAMETER{INCHy = 15 . �� NUMBER �F PxPES = 1 PrPE-FLOW �CFS} = 2 . 5D PrPE TRAVEL TIME {MIN. 7 = Q . $8 Tc �MIN. 7 � � .59 L�NGEST FLQWPATH FR�M N4�E 2�� . Q� T� N�DE 2fl3 . �Q = 333 . 00 FEET. � �**�***�**�**�**�***�********�*�*�****�*�******�*�**�**�**�*�***��**�***�*** FL4W PRQCESS FR4M N4DE 2�3 . D0 T� NODE 203 . 00 IS C4DE = 1 _-�___�-----����-----_�____����--------------------�W��_�_____��___���__---- 7]77]DESTGNATE INDEPENDENT STREAM F�R ��NFLUENCECCCCC _��_----��-------------------------��������_����__��_�_--------------------- ----��-�-------____��---------------------------------------�---------_����� TQTAL NUMSER QF STREAMS � Z CnNFLUENCE VALUES USED FDR �NDEPENDENT STREAM 1 ARE: TIME �F CONCENTRATIQN{MxN. } � 5 . 59 RAINFALL INTENSITY �xNCH/HR} � 4 . 3$ TQTAL STREAM AREA{ACRES} = d . 59 PEAK FL�W RATE {CFS� AT ��NFLVENCE = 2 . 5� �**�****��**�**�**��***�*****�***�**�*�*�***�**�*�*****�****��*�*�**�*�*�*** FLOW PRQCESS FRQM N�DE 210 . 0� TD N4DE 211 . �� IS CQDE = �1 _�-----��---�---------------------��_�____��_____��__----------------------- ]]]77RATI�NAL METH�D INITrAL SUSAREA ANALYSISCCCCC ASSUMED �N�TrAL SUSAREA UNIFQRM DEVEL4PMENT rS COMMERCIAL TC = K* [ {LEN�TH**3} I {ELEVATI�N CHANGE} ] ** .2 �NxTIAL SUBAREA FL�W-LENGTH �FEET} = 2fl . QQ UPSTREAM ELEVAT�QN �FEETy = �068 . 5a DOWNSTREAM ELEVATx�N{FEET} = 1�6$ . ZD ELEVATI�N DIFFERENCE {FEET} = � . 3� Tc = o .���* [ � zo . oa**3� 1 � � .3a7 ] ** .2 = z . 3z7 C�MPUTED TIME QF C�NCENTRAT��N TNCREASED T4 5 MIN. ��0 YEAR RATNFALL xNTENSxTY {rNCHIHOUR� = 5 . Q93 CaMMERCIAL ❑EVELOPMENT RUNflFF C�EFFICIENT = . $$45 SOxL CLA55IFTCATTON �5 "B" S[]BAREA RUNQFF �GF5 y = � . 5 0 T�TAL AREA�ACRE S} _ � . �.7. TOTAL RUN�FF {CF5� = 0 .5 0 k**�**�**�****�***��*************�**�**�**�**�**�*�**�***�r**�****�x**�***�*** FLaW PROCESS FRQM N�DE 27.1. . �0 TO NODE 212 . QD IS C�DE = 3�. _-------------___�������------------------------------____������.�_-----------_���� �]777COMPUTE PIPE--FLQW TRAVEL T�ME THRU SUBAREACCCCC �77]]USING CdMPi,TTER--ESTxMATED PTPES�ZE {NON-PRESSURE FLDW� CC[C[ --------------------------------------._._.....__._._._.__------------------=------------ -----------------._._��._._._....____--------_.�-----------------._._._�._._.�._---_._.._._.,._.---_......_�_ ELEVAT rON DATA: UP STREAM�FEET} = 1 fl�4 . 3� DOWNSTREAM�FEET y = 1��5 3 . 4� FLQW LENGTH (FEETy � 1�3 . D� MANN�NG' S N = O . Q13 DEPTH �F FLQW IN 9 . D INCH PIPE �5 3 .7 �NCHES PIPE-FL�G�1 VELDCITY �FEET/SEC. 7 = 2 . 9�. ESTIMATED PIPE DIAMETER(INCH} � 9 . QQ N[]MBER DF PIPES = 1 PIPE--FLOW�CFS} = � . 5� PIPE TRAVEL TIME �MIN. � � 4 . 55 Tc {MTN. } = 5 . 65 LQNGEST FL�WPATH FR�M N�DE 21Q . QD TQ NQDE 21� . Q0 = 133 . QQ FEET. �**�*****�***��***��*********��**�**�******�**�****�**�r�**��**�*�******�***� FLQW PRQCE55 FROM NODE 212 . Q� T� NQ�E 212 . Q0 r5 CODE = $1 �]7]]ADDTT��N QF SUSAREA T� MAINLINE PEAK FLQW[CCCC ___._._________.__,.._...._____.____._...__.___._._________________,_._.�,_._._.�....___.._......_._.___...._____._._ -----------------------------------------�._�._____._�_...._------------------------- 1d0 YEAR RArNFALL INTENSITY �INCHIHDUR} = 4 . 754 C�MMERCIAL DEVEL�PMENT Ri]N�FF COEFFICIENT = . 8$38 S��L CLASSTF�CAT7�N IS �rBir Si38AREA AREA�ACRES} = � . 4 9 SUBAREA RUNOFF {CF5} � Z . 0 fi T�TAL AREA (ACRES 7 = � . 6 T�TAL RUNnFF �CF S� � 2 . 5 5 TC �MIN. � = 5 . 65 3 �*****�***�*�**�*****�****�**�*�*�**�**��*��*�**�*�****�**�******��***�*�**� FL�W PRQCESS FRnM N�DE �12 . D� TQ NDDE 2�3 . OD ZS C�DE = 31 »»>C�MPUTE PIPE�FL4W TRAVEL TIME THRU SUBAREACCCCC ]7]77U5�NG CQMPUTER�ESTIMATED PIPES�ZE {NON-PRESSURE FL�W� CCCCC �----_����-----------------------------------���__����__--__------_�__������ --�-------------��------------------------_�_----------------�-------------- ELEVAT��N DATA: UPSTREAM�FEET� � 1fl63 . 4Q D�WNSTREAM{FEET� = 1��3 .2Q FL�W LENGTH�FEETy = 25. d� MANNING'S N = 0 . �13 DEPTH OF FLQW IN �2 . Q �NCH PxPE �5 $ . 5 ZNCHES PxPE�FLOW VELQC�TY [FEETISEC. } = 4 .25 ESTTMATED PIPE D�AMETER(xNCH} = 12 . OQ NUMBER QF PIPES = 1 P�PE-FLOW �CFS� � 2 . 56 P�PE TRAVEL T�ME {MxN. } = d . 1� Tc [MrN. � = 5 . 75 LaNGEST FL�WPATH FR�M N�DE 2�� . d� TD N�DE 2Q3 . 4� = 159 . �p FEET. +r�**���**�**��***��****�**�****�*�*****��**�**�******�**�**�*�*********�**�* FL�W PRQCESS FR�M N�DE 203 . 00 T� NODE 2Q3 . Qa IS C�DE -- 1 -----__----__--------------------------------�--_------------__---------���������_ ]]777DE5IGNATE xNDEPENDENT STREAM F�R C�NFLUENCECCCCC ]]]]]AND CQMPL]TE VARr�US C�NFLUENCED STREAM �TALUESCCCCC _..._--------------_._._�___.__._._....._........._-----_...�....._._---�-._._----------------------------- -------___._._.....---------------------------------------------------------_.__..._._._._....._.. T�TAL NUMSER DF STREAMS = 2 - CONFLF]ENCE VALUES USED F�R xNDEPENDENT STREAM 2 ARE : TIME 4F C4NCENTRATr�N�MxN. � = 5 . 75 RAINFALL INTENS�TY {�N�HIHR� = � . 72 T�T�L STREAM ARE.A{ACRES} = 0 . 64 PEAK FL�W RATE {�FS� AT CQNFLi]ENCE = 2 . 56 ** CDNFLUENCE DATA ** STREAM RUNDFF Tc xNTENSxTY AREA NUMBER . �CFS� �M�N. � {xNCHIH�UR} tACRE} 1 2 . 5� 6. 59 4 . 375 D . 5� Z 2 . 56 5 . 75 4 . 71,7 � . 6D �**�***�*******�***�**�**�**�*�**yrJARNTNG***�**�x****�r*��**�**�r*�****�**�*** xN THIS C�MPUTER PR�GRAM, THE CQNFL[]ENGE VALUE USED I5 BASED QN THE RCFC&WCD F�RMULA �F PLATE D--1 AS DEFAULT VALUE. THIS FnRMULA WrLL N�T NECESSARILY RESULT IN THE MAXIMUM VALC]E �F PEAK FL�W. ***���**�**���**�***�**�****�****�**�**********�*�*****��r*�**�*���******** R.AxNFALL INTENSITY AND TIME QF C�NCENTRATIQN RATxO CQNFLUENCE FORMULA US�D FQR 2 STREAMS . ** PEAK FLOW RATE TASLE *'� STREAM RUN�FF Tc INTENSITY NUMBER �CF5} {MIN. } �INCHIHQUR} 1 4 . 74 5 . 75 4 . 717 2 4 . $$ � . 59 4 .375 C�MPUTED C�NFLUENCE ESTIMATES ARE AS FOLL�WS : PEAK FLDW RATE {CF5} = 4 . 74 Tc (MFN. } = 5 . 75 TQTAL AREA�ACRES y = �. .2 LQNGEST FL�WPATH FROM N�DE 20d . OD T� NQDE 2a3 . �D = 333 . Q� FEET. r�**��***�***�*��***��*�r******�*�*�**��***�***�**�*�**�***�*********�*�*�**� FL�W PRQCESS FR�M N�DE Z�3 . 00 Ta N�DE 2Q4 . Q� IS COL7E = 31 ---�_��.�__���----------------------------------_--__------����----�_.���.����__-- ]�7]7CpMPUTE P�PE-FLOW TRAVEL T�ME THRU 5[]BAREACCCCC »»>USING C�MPUTER-ESTxMATED P�PES�ZE {NON--PRESSURE FL�W} [[C[C 4 _��__--_--_�_����_____�__�����W___�_____�����W�����--------------------����� ----_��_rr-----------------------------------------���------�----����------- ELEVAT��N DATA: UPSTREAM{FEET} = 1d�3. 2Q DqWNSTREAM�FEET} � 1Q51 . 54 FLQW LENGTHtFEET} = 3Q3 . �Q MANNIN�' S N = Q . Q13 DEPTH �F FL4W IN 18 . Q iNCH PIPE I5 1D . 6 INCHES PIPE-FL�W �ELDCITY �FEET/SEC. } = 4 . 37 ESTxMATED PIPE DIAMETER(INCH} = 1� . Qp NUMBER dF P�PES = 1 PZPE-FL�W�CFSy � 4 . 74 P�PE TRAVEL TTME (MIN. 7 = 1 . �5 Tc {MIN. } = 6. 9Q LONGEST FLQWPATH FR�M NQDE ��Q . DQ T� N�DE 204 . Od = 636 . �� FEET. *****�**�r***�***�**�**��**�****�*�*�***�**�**�****�****�****�*�**�*�**�***** FLflW PR4CE55 FR�M NQDE 2Q4 . �� TD NdDE 2�� . 00 IS ConE = 1� -----_--____-----------------------------------------�.�����.����____����_------ ]�]»MAIN--STREAM MEMQRY C�P�ED �NT� MEM�RY BANK # 1 CC[CC �*�*****��**�r�*****�***�*�***�******�***�**�**�r*�**�r*�*�**�****�**�**�****** FL�W PRQCE55 FR�M NQDE 204 . Q0 Tfl NaDE 204 . 0� IS CnDE = 13 _�.��_____---------------------------------------------_----------------------_--- ]]7�]CLEAR THE MA�N-STREAM MEMDRYCCCCC �**�**�*��*�*�*****�***********��*�x*�***�***�*�**�******�**�*�*****��**�*�*� FL�W PR4CESS FR�M NODE 23Q . 0� T� NaDE 23�. . 00 IS C4DE = 21 _----__-----_------------------------------------------------------------_�--_---- »7»RATIdNAL METHaD TNxTxAL S[]BAREA ANALYSrSCCCCC ASSUMED xN�T�AL SUBAREA UNxFflRM DEVELaPMENT �S C�MMERCxAL TC = K* [ [LENGTH**3} I �ELEVATx�N CHANGE} ] ** .2 INITIAL SUBAREA FLflW-LENGTH�FEET} � 20 . �0 UPSTREAM ELEVAT�aN [FEET} � 1.��8 . 5� D�WNSTREAM ELEVAT z�N{FEET} � 1.�6$ . 3 D ELEVATI�N DxFFERENGE {FEET� � D .20 TC = fl .3�3* [ { 2D . �D**3y1 � � . 2�} ) ** .2 = z . 524 CnMPUTED TIME �F CONCENTRATT�N INGREASED T� 5 MxN. 1�a YEAR RA�NFALL INTENSTTY �INCH�HaUR} = 5 . �93 COMMERCIAL DEVELDPMENT RUNdFF CDEFFTCTENT � . 88�6 S�IL CLASSIF�CATI�N IS "B" SLIBAREA RLTNaFF {CFS} � 0 . 35 T�TAL AREA�ACRES} � D . �$ T4TAL RUN�FF �CFS� = 0 . 36 �*�**�**��**�*�***�***��***�**�*�*�**�***��****�**�*�**�r**�**�**�***�**�*�*� FL�W PROCESS FR�M N�DE 231 . �4 T� N�DE 232 . �d x5 CaDE = 37. ----------_--___----------------------------��.����_���_----------------------��� ]7777COMPUTE PIPE-FL�W TRA�IEL TIME THRi] SUBAREACC[CC 7]]77USING C�MPUTER-ESTIMATED PIPESIZE �NQN--PRESS[]RE FLOW} [CC[[ _._....__.._..._.----------------------------------------------------------------------- _-------------._._.__---------------------_._........�._.__._._._.___._...._.__._._._�_...._.....__._.._..........____......_ ELEVATZON DATA: UPSTREAM{FEET} = 1 Q G5 . 5Q DQWNSTREAM�FEET� -- 1.Q 64 . 3D FLDW LENGTH [FEET} = �33 . fla MANNING' S N � � . Q13 ESTrMATED PIPE DIAMETER�INCH} INCREASE❑ T� 8 . 4�Q DEPTH �F FLQW IN 8 . 0 INCH PIPE IS 3 .2 INCHES PrPE-FL�W VEL4CITY �FEET�SEC. } = 2 . $� ESTxMATED PIPE DIAMETER�INCH} = 8 . Q� N[]MBER �F P�PES = 1 PrPE-FL�W�CFS� = fl . 36 P�PE TR.AVEL T�ME {MIN. } = � . 7 9 Tc �MIN. } = 5 . 7 g L�NGEST FLOWPATH FROM NODE 23d . D� T� NnDE 23Z . Q� = 153 . flD FEET. ��**�**�*�*****�*�**��****�**�**�***��***�***�**�****�**�***�**�**�****�*�** � i � � FLQW PRD�ESS FR�M N�DE 232 . D4 T4 NQDE 232 . 00 Z5 CQDE = $1 � 7]]]]ADDITI4N 4F SUBAREA T� MAINL�NE PEAH FLOWCCCCC 14� YEAR RA�NFALL INTENSITY {zNCH/H�UR} = 9 . 59$ C�MMER�IAL DEVELQPMENT RUNaFF CaEFFrCrENT = . $$36 i S�xL CLASSIF�CATIDN zS "B" S UBAREA AREA[ACRE 5� W 0 . 1.4 SC]BAREA RL]NOFF {�F S y � 4 . 5 8 TOTAL AREA�{ACRE 5} � � .2 TQTAL RUN4FF �CF5} = D . 9 4 TC �MIN. } � 5 . 7 9 �*�****�***�*�***�*�*�***�**�**�**�*�**�**�**�***�****�*�*�**�******�***�*** FLOW PR�GESS FR�M NODE �32 . 00 T4 NQDE 233 . �� TS ConE = 31. ----------�-------------------------__---------__-----------__--------------------- 7]77]CnMPUTE P�PE-FLOW TRAVEL TIME THRU SUBAREAC[C[[ 7]777USING C�MPUTER--ESTIMATED PIPESIZE tN4N�PRESSURE FL�W} CCCCC _......__--_------_._._....__.------------------------------------------�.___..._._._._-------- ----------.--------------------------------._._�_._._.__---_...__._._......._.___.-_-------._..____._..._._ ELEVATIaN DATA: UPSTREAM�FEET} = 1D54 . 3� DQWNSTREAM{FEET� = 1053 .7Q FL4W LENGTH {FEET7 = 53 . 0� MANNING' S N = D . 0�.3 DEPTH 4F FLOW rN 9. � INCH PIPE I5 4 . $ INCHES PIPE-FLaW VELOCITY {FEETISE�. � = 3 . $9 ESTIMATED P IPE DZAMETER�INCH� = 9 . Q fl NLTMBER �F P�PES = �. PIPE-FLaW�CFS} = 0 . �4 P IPE TRAVEL T�ME {MIN. } = fl .23 Tc tM�N. y = 6 . 02 L�NGEST FL�WPATH FROM NODE 23� . 4� TQ N�DE 233 . Q� = 246 . Q0 FEET. �***��**�***��**�*�*�**��**�**�**�*�*****�**�***�*****�*�*�**�*�******�***** FLOW PRQCESS FRaM NaDE Z33 . �� T� NQDE 233 . �Q zS C�DE = 81 __--�___--------------------�__------------------����_--------------------------- »»>AD�TTx�N �F SUSAREA T� MAINLINE PEAK FLQWCC[[[ -----�-_-------�����--------------------------------------------������_-------- -------�------------------------------------^^.�.�__------------�--------------___ 1Q� YEAR RA�NFALL �NTENSITY �INCH/HQUR� = 4 . 5D� C�MMERCIAL ❑EVELOPMENT RUNOFF C�EFFICIENT = . 8833 S�IL CLASSTF�CATx�N rS "B" SUBAREA AREA�ACRESy = 4 . D5 SUBAREA RUN�FF {CFSy = D .2� TOTAL AREA{ACRE 5� = D . 3 T�TAL RUNQFF �CFS} = 1. . 3.4 TC {MIN. } = 6 . Q2 ��*�***��****�***�*�**��r**�**�**�****�***�**�****�****�*�**�******�**�*�*�*� FLOW PR�CE55 FR�M N�DE z33 . 0a T� N�DE 2Q5 . Q� IS C4DE = 31 ]7777C4MPLTTE PIPE-FLOW TRAVEL TxME THRU S[]BAREACCCCC ]7]]7LI5ING C�MPUTER-EST�MATED PxPESIZE �NnN-PRESSURE FLQW} CCCCC --_....�---�----------------------------.__.____._-----__.._-------------------------- ELEVATIQN DATA: UPSTREAM�FEET� � �.053 .70 DOWNSTREAM{FEET} -- 1p61 . 9Q FL�W LENGTH{FEET� = 31Q . D4 MANNrNG' S N = 0 . �13 DEPTH OF FLQW IN 9 . Q INCH PIPE x5 7 . �. rNCHES PxPE-FLaW VEL�CITY (FEET/SEC. } = 3 . 4$ EST�MATED PIPE DIAMETER[INCH} -= 9 . Q0 NUMBER OF PIPES = 1 PxPE-FLOW�CFS} � � . 14 PxPE TRAVEL TIME �MIN. y = 1 . G8 Tc �MxN. } = 7 . 76 L�NGEST FL�WPATH FR4M NQDE 23� . �0 T� N�DE 205 . flQ = 51G . �� FEET. �r�*�***�***�*��**�*�**�***��*�**�****�***�***�***********�***�******�r*****�* FL�W PR�CESS FR4M N�DE 2fl5 . �D TQ N�DE 2d5 . �0 I5 CO�E = 1 --------W���.�----------------------------------------------------_-------_���.��_� 7]77�DESIGNATE INDEPENDENT STREAM F�R C�NFLUENCECCCCC T�TAL NUMBER �F STREAMS = 2 6 C�NFLUENCE VALUES USED FflR xNDEPEN�ENT STREAM 1 ARE : TTME dF C4NCENTRATx�N {MIN. 7 = 7 .7� I RAINFALL INTENS�TY ��NCH/HR) = 4 . 02 � TOTAL STREAM AREA{ACRESy = Q . Z7 PEAK FLQW R,ATE �CFS} AT CQNFLUENCE = 1 . �4 hr***�***�****�*�*****�**�***�***�**�*�**�**�**�**�*�*�**�***�*�*******�*�*�r�r FL4W PR�CESS FROM NO�E 22a . �� T� NDDE zZl . �� IS ConE = 21 _____�,�__________�.�������_______�_�������____________�������__���___________ »»>RATx4NAL METH�D INITIAL SUBAREA ANALY5r5CCCCC ����___���-----------------�������_______�__----_-__------_--_---_________-_ �_ _ ��W_�W.���_ _���.�_ _ _.����_ __ _�_ _ A55UMED INITIAL S[]BAREA UNIF�RM DE�TEL4PMENT I5 CDMMERCIAL f TC = K* [ {LENGTH*'�3} � �ELEVATIQN CHAN�E� ] ** .2 �NITTAL SUBAREA FLQW-LENGTH �FEET} _ �.55 . �d UPSTREAM ELEVATIQN [FEET} = 1,p58 . 5D � DaWNSTREAM ELEVATI4N �FEET� = 1.067 .20 � ELEVATrON DIFFERENCE �FEETy = x . 30 TC � D . 303* C { 155 . D4**3} 1 � 7.. . 3Dy � ** . 2 = � . 929 I 1�0 YEAR R.AINFALL INTENSITY ��NCHIHDUR� = 4 . E38 � COMMERCZAL DEVELQPMENT RUNQFF C�EFF�CxENT = . $$34 SDTL CLA55IFICATIQN I5 "B" SUBAREA RUNOFF �CFS} = 1 . 3�. TQTAL AREA�ACRES} _ � . 3 Z TQTAL RUNQFF �CF 5� = 1 . 31 *�*�***�*****�***�*�*�**�***��***�*�****�*****�***�*�*�*�*�**�**��**�**�*�*� FLQW PR�CESS FRaM N�DE 221 . Q� T� N�DE 2D5 . 00 I5 C4DE = 62 ���_-----------_--_----------����--------------------����_---------���___��_�� 7]]]7COMPUTE STREET FLDW TRA�IEL TTME THRU SUBAREACCCCC ]7]]] �STREET TABLE SECTI4N # 1 USED} [CCCC UPSTREAM ELEVATI�N{FEET} = 1�57 .2D DQWNSTREAM ELEVATI�N�FEET} = 1065 . 90 STREET LENGTH �FEET7 = 255 . �� CURB HE�GHT {xNCHES} = 8 . � STREET HALFWIDTH {FEET� = 3a . �� DISTANCE FRaM CROWN TO CRQSSFALL GRADEBREAK�FEETy = 2� . Od INSIDE STREET CROSSFALL {DECIMAL� _ � . �1$ �UTSI�E STREET CRQSSFALL{DECIMALy = � . Q18 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNQFF = 7. STREET PARKWAY CROSSFALL {DECIMAL7 = Q . D2� Manning' s FRxCTxaN FA�TOR f�r Streetflow Section ��ur3�-to-curb} � � . 0�.5D Manning' s FRxCT��N FA�T�R for Back-of-Walk Flow 5ection = � . Q2Q� **TRAVEL TIME CQMP[]TED USING ESTIMATED FL�W�CFS} � 2 . 53 STREETFL�W MQDEL RE5ULT5 USING ESTIMATED FLnW: STREET FLQW DEPTH�FEET} = 0 .3$ HALFSTREET FLQQD W�DTH �FEET} = 11 . 99 AVERAGE FLQW VELQC�TY �FEETISEC. } = 1 . 71 PRO�UCT QF DEPTH&VEL�CxTY {FT*FT/SEC. } = � . �4 STREET FL4W TRAVEL TTME �M�N. � = 2 . 4$ Tc �MIN. } = 8 . 41 �00 YEAR R.AINFALL INTENSxTY {xNCHIHqC]R} = 3 . $2� COMMERCIAL DEVELQPMENT RUN�FF C�EFFZCrENT = . $8�7 SOIL CLASSIFICATIQN IS "B" SVSAREA AREA(ACRES� = Q . 7� SUBAREA RUNOFF �CFS7 = 2 . 43 T�TAL AREA�ACRE S y -� 1. . � PEAK FL�W RATE �CF S y � 3 . 7 4 END �F SUSAREA STREET FLQW HYDRAULxCS: DEPTH{FEET} = Q . 4Z HALFSTREET FL�DD WZDTH �FEET} = 14 . 18 7 � � �s * - FL4W VELQCITY {FEET�SEC. } 1 . 8$ DEPTH VEL�CITY �FT FTISEC. � - 4 . 7$ L4NGE5T FL4WPATH FRQM N�DE 22� . 0� TO N�DE 2�� . Q� = 41p . �Q FEET. ****�**�**��***�**�****�******�**�**�*�****�**�*�**�**�*�*******�*****�*�*�* FLQW PRDCESS FRDM NQDE 2�5 . �0 TO N4DE 2Q5 . Q� IS C4DE _ $1 �]777ADDITI�N QF SLTBAREA TD MA�NLINE PEAK FLDWCCCCC 7.�0 YEAR RAINFALL INTENSrTY ��NCH/HQUR� = 3 . 826 i C�MMERCIAL DEVELQPMENT R[]NOFF C�EFFI�IENT � . 88Q7 � S�xL CLASSIF�CATz�N �5 "B" SUBAREA AREA{ACRE S� � 0 . 91 SUBAREA RUNQFF {CF 5 7 � 3 . Q 7 f T�TAL AREA(ACRE S� W 2 . 0 T4TAL RUNQFF �CFS} = 6, 8 0 ; T� {MIN. } _ $ . 41. � **�***�**�****�**��*�*********�**�**�*�****�*******�*****�*�*�*���**�*�**��* ' FLOW PRQCESS FR�M NODE ��5 . �fl T� NQDE 2D5 . �� x5 ��DE = 1 ----_--___--------------------_--______��.�_------------------------__------�-------- . 7]77�DE5IGNATE xNDEPEN�ENT STREAM FQR C�NFLUENCECCCCC 7]7]�AND CQMP[]TE VARrOUS C4NFLUEN�ED STREAM VALUESCCCCC TOTAL NUMBER aF STREAMS = 2 � CflNFLUENGE VAL[]ES USED F�R INDEPENDENT STREAM 2 ARE: T�ME 4F CaNCENTRATx�N �MrN. } = 8 . 41 RArNFALL INTENSxTY ��N�HIHR} = 3 . 83 T�TAL STREAM AREA{ACRES� = 1 . 95 PEAK FL4W RATE [CFS� AT C�NFLUENCE _ � . 8D ** C�NFLT]ENCE DATA ** STREAM RUNQFF Tc INTENSITY AREA NUL�'IBER {CFS� �M�N. } �INCH/HDUR} tACRE� � 1 . �4 7 . 7� 4 . Q1$ a .27 2 �. 8Q 8 . �4�. 3 . �26 1 . 95 �**�**�**��**�***�****�***�**��**WARNING*�*�******�*****�*�***���****�**** �N THIS C4MPUTER PRQGRAM� THE CQNFLUENCE VALUE USEn IS BASED �N THE RCFC&WCD FQRMULA �F PLATE D-1 A5 DEFAULT VALUE . THIS F�RMULA W�LL N�T NECESSARILY RESULT xN THE MAXIMUM VALUE �F PEAK FLQW. **�*�**�r***��*��**�*�**�***�***�*�*�****�*�**�**�**�**�**�*******�**�****� F.AZNFALL INTENSITY AND TTME QF C�NCENTR.ATI�N R.ATI� CQNFLUENCE FORMULA USED F�R 2 STREAMS . ** PEAK FL�W RATE TABLE ** STREAM RUN�FF T� INTENSxTY NUMBER �CFS� {MIN. � �INCH/HO[]R} 1 7 . 37 ' 7 . 7� 4 . �7.8 2 7 . 89 8 . 4� 3 . 826 CQMPUTED C�NFLUENCE ESTIMATES ARE A5 FQLL�WS: PEAK FLOW RATE {CF5 y = 7 . $9 Tc {M�N. y = $ . 4�. T�TAL AREA�ACRES} = 2 .2 L�NGEST FLQWPATH FR�M NODE 23� . �D TQ NQDE 2Q5 . �Q = 516 . Q� FEET. �*�*�****�**�****�****�**��**��***�**�*�r**�*�r******��**�**�*******�**�*�**�* FLOW PRQCESS FRDM N�DE ��5 . OQ T� NQ�E 2Q4 . �� TS CQDE = 31 _--__--_____-------------------��_����_---_���___��_����.--------------------------- ]7]7]COMPUTE P�PE-FL�W TRAVEL TIME THRU SUBAREAC[[CC 7]7]]USING GdMPUTER-ESTIMATED PIPESIZE �N4N-PRESSURE FLDW} CCCCC $ f �=--_������__-___--__�������_���_______________________���-=W- ___����_������ ELEVATI4N DATA: UPSTREAM{FEET} = 1061 . 9a DDWNSTREAM�FEET} = 1�6�. . 60 ' FLQW LENGTH {FEET} = 56 . �0 MANNING' S N = D . �13 ! DEPTH �F FL�W IN 27. . � �NCH PIPE IS 13 .2 INCHES PIPE-FL�W VEL�CITY {FEETISE�. � = 4 . 97 , ESTTMATED PIPE DZAMETER{xNCH} = 21 . �� NUMBER �F PZPES = 1 : P�PE-FL�W{CFS} = 7 . 89 � P�PE TRAVEL TIME �MxN. 7 = 0 . 19 Tc [MIN. y = $ . 5� LQNGEST FLflWPATH FR�M NODE �3� . �fl T4 NQDE 2�4 . Q0 = 572 . 00 FEET. *�***��*�**��****�**�*�**�*��**�**�*********�****�***�r**�x*�***�****�***�**�* FLOW PROCESS FR�M N�DE 2a4 . a� T4 NDDE 204 . 0� �5 C�DE � 11 �------__W���.�-----------�.��-----___�����_------------------------------------- ]777]CONFLUENCE MEMORY BANK # 1 WITH THE MAxN-STREAM MEM�RYCCCCC ** MAIN STREAM �ONFLUENCE DATA ** STREAM RUNQFF T� INTENSTTY AREA NUMBER �CFS} �MIN. } (INCH/HQUR} {ACRE} 1 7 . 89 8 . GQ 3 . 78� 2 .22 LONGEST FLQWPATH FROM NDDE 23D . �d T� NQDE 204 . 0� = 57� . �Q FEET. ** MEMORY BANK # 1 C�NFLUENCE ❑ATA *'� STREAM RUN�FF Tc INTENSITY AREA NUMBER �CFS} {MIN. � t�N�H/H4UR� �ACRE� 1 � .�� � . ga 4 .z66 �. . x� LONGEST FLflWPATH FR�M NaDE 2Q� . �Q T� N�DE 2D4 . 0� = 63� . 4� FEET. �*�*�*�r�**�*�**��r**�*�**�*��**�**WARNING*�**�**�**�***�****�**�*��******�* xN THI S C�MPUTER PROGRAM. THE C4NFLLTENCE �TAL[]E [75ED r 5 BASED �N THE RCFC&WCD �'�RMULA �F PLATE D-1 A5 DEFAULT VALUE. THIS F�RMULA W�LL NOT NECESSARxLY RESULT IN THE MAXIMUM VALUE �F PEAK FLQW. *******��**�*****�****�*****�**�***�**�*�*�**�**�***�**�*�**��*�**�***�*** ** PEAK FL4W RATE TABLE ** STREAM RUNQFF Tc INTENSITY NUMBER �CFSy �M�N. y �INCH�HnUR} �. 1Z . D8 6. 90 4 . z66 2 12 . 1D 8 . 5Q 3 . 78� C�MPUTED CONFLUENCE ESTTMATES ARE AS FOLL�WS : PEAK FLDW RATE {CFS} = 12 . 10 Tc {MIN. 7 = $ . 5D TQTAL AREA�ACRES� = 3 . � *�******���r�r*�***�*****�****�***�***��r*�*�**�**�**�***�**�*****�*��***�**��* FLQW PR�CE55 FRQM N4DE 204 . OQ TQ N�DE Zfl� . �fl IS C�DE � 31. ---__----_---------__---____����------------------�.�___--_--------------�________� ]�]77CQMPUTE PIPE-FL4W TRAVEL T�ME THRLT 5�7BAREACCCCC »»>USING COMPUTER-ESTIMATED P�PESTZE �NON-PRESSURE FL4W� [[C[C --_-------------_--_----------------------------------__�..��.�__------------------ ---___----_--------------____--------------_--__---------------------------�_______�.� ELEVATIQN DATA: UPSTREAM(FEET� = 1D61 . 6� D�WNSTREAM{FEET� = 1�51 . 45 FL�W LENGTH [FEET} = �5 . D0 MANNING' S N = 0 . 013 DEP�H QF FLQW IN 24 . a INCH PIPE IS 15 . 2 xNCHES P IPE-FLQW �IELOCITY {FEET/5EC. } -= 5 . 77 ESTIMATED PIPE DIAMETER�INCH� � 24 . Q� NUMSER �F PIPES � 1 PIPE-FLQW{CFS} = 12 . 1� P IPE TRAVEL TrME {MIN. 7 = � . �7 Tc �MIN. } � $ , 67 LONGEST FLQWPATH FROM NODE 2D� . D� TQ N�DE 205 . 0� = 561 . 4� FEET. 9 � '�*�**�**�r****�*�r**�r**�k**�r**�****�**�**�**�**********�**�*�r�***�k*��r*�r******�c* FLQW PRaCESS FRDM N�DE 3�� . OQ TD N�DE 3Q�. . 0� TS C�DE = 21 7]7]7RATr�NAL METHQD IN�TxAL SUBAREA ANALY5x5CCCCC ------__--__-------------------������.��_-------.����_--_-------------------------- ___.���__-----------------_���------------------------------------_-------.��.��_ , ASSUMED INITIAL S[]BAREA []NrFORM ' DEVEL�PMENT TS: UNDEVEL�PED WITH FAIR COVER T� = K* [ [LENGTH**3} I �ELEVATT�N CHANGE� ] ** . � xN�TIAL SUBAREA FL�W-LENGTH (FEET} = 58� . 0� UPSTREAM ELEVATI�N �FEET� _ �071 . 1� D�WNSTREAM ELEVAT��N�FEET� = 1�60 . 74 ELEVATIQN DxFFERENCE �FEET} = 1Q . 4Q TC = � .7�9* [ � 584 . D0**3} It 1Q . 4�� ] ** .2 = 2� .2d9 100 YEAR RA�NFALL �NTENSITY {INCH/HDUR} = 2 . 3�4 []NDEVEL4PED Gi1ATERSHEn RUN�FF C4EFFICIENT = . �235 SQIL CLASSTFZCAT�ON rS "B" SUBAREA RUNQFF {CFS} = Q .22 TQTAL AREA{ACRES} = 0 . 15 TDTAL RUNQFF (CFS} = 0 . 22 --_...---------------------._�.__--_-------------------------_._�._._�.....----------....._�_._ -----------------------------------------._._.__.�._.__._._._.____.._.W_--------------------- END �F STUDY SUMMARY: T�TAL AREA�ACRES} - fl .� TC {MIN. � � Z 0 .Z�. PEAFC FLQW RATE {CF57 = Q . 2� END DF RAT�QNAL METHOD ANALYSIS lo 11 �**�***�***�**�****�**�****�****�*�******�**�**�**�*�*�*�**�****�*�*�****�*� RATI�NAL METHflD HY�R�L�GY C�MPUTER PRDGRAM BASE❑ �N R�VERSIDE C4UNTY FLQdD C�NTRQL & WATER C4NSERVATIQN ❑�STRICT �RCFC&WCDy �97$ HYDROLOGY MANUAL , {c} Copyright �98�-2��3 Advan�ed Engineering 5oftware {aes} �Rational Tabling Version 2� . �y Release Dat�: �61D�12013 License ID �2�4 Analysis prepared by: Michael Saker International 4�810 Caunty Center Drive� Suite �Oa Temecula. CA 92591 **�***�***�****�*��**�**�* DESCRIPTI4N �F STUDY **�*�*�**�**�*�**�*�**�*�* � PASE� �EL SaL PA 38, PM 36461 * � B�SIN 1QQ * � 10-YEAR DEVELQPED C�N�ITI�N * �**�**��*****�****�***�*�**�**�*�*�**��*********�********�***�*�*****�*�*� FILE NAME: ❑EV1d .�AT TIMEIDATE flF STUDY: 15 : 45 1a122�2Q1� USER SPECIF�ED HYDR�LOGY AN❑ HYDRAULIC MaDEL �NF�RMATTON: USER SPECIFIED ST�RM EVENT {YEAR� = 1q . aD SPECIFIE❑ MINxMUM PTPE SIZE �INCH� = S . �D SPECIFIE❑ PERCENT �F GRAD�ENTS �DECIMAL} TQ U5E FQR FRICTI4N SLOPE = 0 . 9Q 1d�YEAR ST�RM �0-MrNUTE INTENSITY {INCH�HQUR} = Z . 36� 1�-YEAR STQRM 5�-MrNUTE INTENSITY {INCH/H�UR} = D . 8$d 10D-YEAR STQRM 10-MrNUTE INTENSITY {INCH�H�UR} = 3 . �80 ��0-YEAR STQRM 60-MrNUTE INTENSITY {INCH�H�UR} = 1 .300 SL�PE 4F 1D-YEAR �NTENS�TY-DURATION CURVE = D . 55�5732 SLOPE 4F 1�Q-YEAR �NTENSrTY-DURATI�N CURVE = D . 5495536 �OMPUTED RATNFALL xNTENSrTY� D�TA: STORM EVENT = 10 . �Q �-H�UR INTENSITY �INCH/H�UR} � d . $$9 SLOPE �F INTENSxTY DURAT��N CURVE = 0 . 55a6 RCFC&WCD HYDRQLDGY MANUAL "C"-VALUES USED FQR RATI�NAL METH�D NaTE: CaMPUTE GDNFLUENCE VALUES ACCDRDING T4 RCFC&W�D HYDROL�GY MANUAL AND IGNQRE QTHER CQNFLUENCE C�MBINATI4NS FnR D�WNSTREAM ANALYSES *USER-DEFINED STREET-SECT�ONS F�R CDUPLED PIPEFLQW AND STREETFL�W MdDEL* HALF� CR�WN TQ STREET-CR�SSFALL: CURB GUTTER-GEOMETR�ES : MANNxN� W�DTH CR�SSFALL IN- I QUT-IPARK- HEI�HT WIDTH LxP H�KE FA�TQR J�. �FTy {FTy SI�E / SZDE/ WAY �FT} �FT} (FT} �FT} �ny � 30 . 0 2o . a a . o�slo . o�$Io . Qza o . 67 z . oa Q . o3�z o . ��� o . Q�So GL�BAL STREET FLQW�DEPTH CQNSTRAINTS: � . Relative Flow-Depth � D . fl� FEET as {Maximum Allowable Stre�t Flow Depth7 W {Top-of=Curb� 2 . �Depth} * �VelocitY7 Cvnstraint = 6. D {FT*FT15} *S�ZE P�PE WITH A FL�W CAPACITY GREATER THAN �R EQUAL Tfl THE UPSTREAM TR�BUTARY PTPE . * k�c�k�k�c�c 9r*ir�r 7F 7k�s�k�k�k�t*�k�c��k*�c�*�t�r�k�c�c�k�c�k�c�k�c��k�k�k�k 9r 4r 7k'ir�r 9r 7k�r ir�k�k�k�k�c�k�c��k�k�k��k�c�*�c�k�c�k��k�*�c FL�W PR�CESS FR4M NQDE 1Q� . Q� TD NaDE 101 . Od �S C�DE = 21 1 � »»>RATI4NAL METH4D INITIAL SUBAREA ANALY5�5CCCCC -------_....---------------------------------.__._._�._---__.___-----------------_._.......... __._�__----------.__.........__------------------.....__._----------------------------------- E ASSUMED INITIAL SUBAREA UN�F�RM DE�TELQPMENT z5 COMMERCTAL TC = K* [ t LENGTH**3} 1 {ELEVATx�N CHANGE} ] ** .2 � IN�TIAL SUBAREA FL�W-LENGTH {FEET} = 142 . Od UPSTREAM ELEVATx�N [FEET� � �.Q'7�. . 7� r DQWNSTREAM ELEVATx�N (FEET} = 1�67 . 50 ELEVAT�QN DIFFERENCE �FEET} = 4 . 2Q � T� = � .3�3* [ { �.�2 . ��**3� 1 � 4 . 2�} ] ** . 2 = 4 . �4g ; CaMPUTE� TrME �F ��NCENTRATIDN INCREASED TQ 5 MIN. �0 YEAR RAINFALL rNTENSITY {INCH/HnUR� = 3 . 49� � CaMMERCIAL DEVELOPMENT RUNOFF C�EFFICIENT = . $792 4 50�L CLASSIFI�ATTON I5 "B" 5 LiI3AREA Ri]NOFF �CF S} = fl . 8� TDTAL AREA(ACRES} = 0 .2 6 TnTAL RUNQFF (CF S} � Q . $0 I a�*�*�***��******�**�*�*�**�***�**�**�**�*�**�**�**��****�*�**�*�*****�*�***� FL�W PRdCESS FR�M NODE 1Q� . Q� TD N�DE 1�2 . fl0 x5 C�DE = 62 ;���___------�_����.��������__--__-------�������.�.�-------------------------�.��_ � »»>C�MPUTE STREET FLnW TRAVEL TIME THRU SUBAREACCCCC »»> �STREET TASLE SECTION # 1 USEDyCCCCC ----------------------------__�_����-----------------------�_�_�����.�___------- ------------------------------------------��_��.��_---_.����___-------_----____--__ UPSTREAM ELEVAT�DN{FEET} = 1fl67 . 5� DQWNSTREAM ELE�IAT��N�FEET� = �.D6� . 5q ' STREET LENGTH{FEET� = 13Z . �a CURB HEIGHT �INCHESy � $ . D STREET HALFWIDTH{FEET} = 30 . �� DISTANCE FROM CRQWN TO CROSSFALL GRADEBREAK (FEET� � zd . 0� INSIDE STREET CR055FALL {DECIMAL7 = � . fl1$ �UTSI�E STREET CR�SSFALL{DECIMAL} - � . fl1$ SPECIFIED NUMBER �F HALFSTREETS CARRYING RUN�FF -= 1 STREET PARKWAY �RQSSFALL {DECIMAL) - Q . Q2a Manning' s FRZCT�flN F�CTDR far 5treetflow Sectivn �curb--to-curb} _ � . 415� Manning' s FRrCTx�N F�CTOR for Back-of-Walk Flow 5ection = Q . 02Q� **TRAVEL TrME C�MPC]TED US�NG ESTIMATED FLQW �CFS} � 2 . D3 STREETFL�W MdDEL RESULTS C]SrNG ESTIMATED FLQW: STREET FLflW DEPTH {FEET y = D . 3� HALFSTREET FLD�D WxDTH {FEET� = 9 . 91 AVERAGE FL�W VEL�C�TY �FEETISE�. } = 1 . 90 PRODUCT QF DEPTH&�IELOC�TY �FT*FT15EC. } = d . 54 STREET FLQW TRA�IEL TTME �MTN. } _ �. . �.6 Tc �MIN. } = 6. 16 1� YEAR RATNFALL INTENS�TY ��NCH/HQC]R} = 3 . 112 CflMMERCIAL DEVEL�PMENT RUNQFF C�EFF�CxENT = . 8773 SflxL CLA55IFICATI�N I5 "B" SUBAREA AREA(ACRES� � 0 . 9� SUBAREA RUN�FF �CF5} = 2 . 4 G TQTAL AREA�ACRES} � 1 .2 PEAK FL�W R.ATE �CF5 7 = 3 .2� END �F SUSAREA STREET FLOW HYDRA[]LICS: DEPTH �FEET} = Q . 3$ HALFSTREET FLQQD WxDTH �FEET� = 12 . 3d FLQW VEL�CITY {FEET�SE�. � � 2 . 11 DEPTH*VELDCxTY {FT*FTI5EC. 7 = 0 . 81 LaNGEST FL4WPATH FRQM N4DE 1Q� . Q� T� NODE �.02 . 00 = �74 . D� FEET. �****�***��*��r**�**�*�*�*�****�****�**�*�******�***�**�**�**�*��*�*��x*�***** FLQW PROCE55 FRQM NQDE 1�2 . QQ TQ N�DE 1.03 . �0 x5 ��DE = 31 _----_-�--------__--------------------------�������------------------------------- »»>CaMPUTE PIPE--FLnW TRAVEL TIME THRU SUBAREA[CCCC �]777USING C4MPUTER-ESTIMATED PIPESIZE {NQN--PRE55URE FLaW� CCCCC 2 �_--_�____�__------------------=====W�����---_--__-------------------___---- W� _ �_�� ���W_ ,��� �� ,� � ����----����� ���� ELEVATIQN DATA: UPSTREAM�FEET} W �Q6� . 7� DDWNSTREAM{FEET� = 1Q�D . 3� � FLQW LENGTH �FEETy � 275 . 4� MANNxNG' S N = � . D13 DEPTH �F FLOW IN 15. � INCH P�PE �5 9. 7 INCHES PIPE-FL�W VELQCITY {FEET/SEC. } = 3 . g0 h EST�MATED PIPE DIAMETER[INCH} = 15 . 0� NUMBER OF PTPES = � l PIPE-FLOW�CF57 = 3 .26 � PZPE TRAVEL TIME [M�N. } = 1. . �.8 Tc {MIN. 7 � 7 . 33 LQNGEST FL4WPATH FR�M NQDE 100 . Ofl TO NaDE 7.03 . OQ = 549. 0� FEET. � **��*�**�***��r*�***�*�****�**�**�**�**�**�**�****�**�**�****�**�*�r*�***�***�r FL�W PR�CESS FROM N�DE 1.03 . �D T4 N4DE 1D3 . QQ �S CODE = 1 �--------_�____-------------------------____-----_----------------_W������.---------- ' �7]7]DESIGNATE �NDEPENDENT STREAM FQR CDNFLUENCECCCCC � T�TAL NUMBER dF STREAMS = 2 ; CaNFLUEN�E VALUES USED F�R INDEPENDENT STREAM 1 ARE : � TrME 4F �4NCENTRATr�N{MrN. � = 7 . 33 RAINFALL INTENS�TY �rNCH/HR� = 2 . 83 ' T�TAL STREAM AREA�ACRES} = 1 . 15 PEAK FLflW RATE �CFS} AT CQNFLUENCE = 3 .2 5 **�****�**��**�r*****�**�****�**�***�**�*******�**�**�**�**�*�****�**�***���* FLaW PR�CE S S FR�M N�DE �.�.0 . a Q Tn NQDE 1�.�. . Q Q x S CODE = 21 =-------_--____----------------------__---------------------------_�_�����--------- �777�RATI4NAL METH�D xNxTxAL SUBAREA ANALYSISCCCCC A55UMED xNxT�AL SC]BAREA UNIFQRM DEVELQPMENT x5 C�MMERCIAL TC = K* [ {LENGTH**3y1 [ELEVAT��N CHANGE} ] ** .2 xN�TIAL SUSAREA FL�W-LENGTH �FEET� = 39 . Qfl []PSTREAM ELEVATTQN{FEET} � 1068 . 5fl DQWNSTREAM ELE�IAT�DN �FEET} = 10�$ . 30 ELEVATION DIFFERENCE �FEET} = 0 .2Q TC = D . 3�3* [ { 39. D�**3y1 � 0 . 20} ] ** .2 � 3 . 767 C�MPUTED TIME QF CQNCENTRAT��N INCREASED TQ 5 MIN. �.0 YEAR RAINFALL INTENSITY �xNCH/HaC]R} = 3 . 491 G�MMERCI�L DEVELQPMENT RUNQFF C�EFFrC�ENT = . 8792 S�xL CLA55TFICAT�QN I5 "B" SUBAREA RUN�FF �CFS} = d . 83 TQTAL AREA�ACRES} � D .2 7 T�TAL RUNOFF �CF S� � D . 8 3 ��**********��*�***�**�*******�**��**�**�**�**�**��**�**�*******�*********** FLflW PR�CE55 FRQM N�DE 111 . �� T� N�DE 11� . �� IS C4DE = 31 7�77]C�MPt]TE P�PE-FLDW TRAVEL TIME THRU 5U$AREACCCCC »»>[]S�NG CQMPUTER-ESTIMATED PTPESTZE [N�N-PRESSURE FLDWjCCCCC -------------------����.��_.����_-------------_-------�_.��_�_��------------------ --_��.�__----___-------------------------------------------------����.�.��_____----__-- ELEVATT�N DATA: UPSTREAM{FEET} = 1p62 . $D DOWNSTREAM�FEET} � 1p�1 . 3a FL�W LENGTH �FEET� = 17d�. fl� MANNING' S N = 0 . 013 DEPTH �F FL�W ZN 9 . 0 INCH PIPE IS 4 . $ �NCHES P�PE-FL�W �IELOCITY �FEETISEC. 7 = 3 . 43 ESTIMATED PIPE DIAMETER{INCH� = 9 . DQ NUMBER OF PrPES = 1 PIPE-FLDW{CFS� = � . 83 P IPE TRAVEL T�ME �MZN. y = � . 83 Tc �MIN. } = 5 . $3 LnNGEST FLnWPATH FRaM N�DE 11fl . �� T� NQDE 1�.2 . �0 = 2�9 . Q0 FEET. ���**�*�**�****��******�*���**��***�***�*�*****�****�***�**�***�******�***** FLDW PR4CE5S FROM N�DE �.12 . OQ TQ NQDE 1.�.� . �� xS C�DE = $1 3 777]]AD�ITIQN QF SUBAREA TQ MA�NL�NE PEAK FL�WCCCCC 1Q YEAR RA�NFALL INTENS�TY ��NCHIHOUR} = 3 .2�9 C�MMERCIAL DEVEL�PMENT RUN�FF C�EFFICIENT = . $779 , S�IL CLASS�FTCATxQN �5 "B" 5 UBAREA AREA(ACRE S} � � .2 3 5 UBAREA RUN4FF �CF S} -� 4 . 6 5 TdTAL �REA�ACRES� = 0 . 5 T�TAL RUNQFF �CFS 7 = � . 4 8 TC �MIN. } = 5 . 83 ��*�***�*��**�*�****�**�**�***�*�**�**��**�****�*�*�****�****�*�*******�***� FL4W PRQCESS FROM N�DE 112 . �0 TQ N4DE 1�3 . Q� IS CODE � 31 _--___���.�---------------------______---------___�����__---------------------����_-- »»>C�MPiTTE PIPE-FL�W TRAVEL TIME THRLT SUBAREACCC[[ »»>[]SZNG C�MPi3TER--ESTIMATED PIPESIZE �NQN--PRESSURE FLDW} CC[C[ ELEVAT��N DATA: UPSTREAM{FEET� = 1a61 .3Q DQWNSTREAM{FEET} = xD5d . 3� FLQW LENGTH �FEET} = �F. pQ MANNING' S N = Q . D13 ❑EPTH OF FLOW IN 9 . 0 INCH PIPE IS � . $ INCHES PIPE-FLQW VELOCITY {FEET/SEC. } = 4 . 11 ESTIMATED PIPE DIAMETER�INCH} = 9 . pQ NUMBER �F P�PES � 1. PIPE-FLQW�CFS} = 1 . 48 P IPE TRAVEL T IME �MIN. } = Q . 3 9 Tc �MIN. } _ �. 2Z LQNGEST FLOWPATH FROM NODE 1I� . �fl TQ ND�E �D3 . �� = 3�5 . D� FEET. �*�**�**********�**�**�**�**�**�**�**��*****�********�*****�*********�*****� FL�W PR�CESS FROM NODE � ��3 . DQ T� NQDE 1D3 . Qa �S CaDE = 1 �7�]]DES�GNATE IN�EPENDENT STREAM F�R ��NFLUENCECCCCC ]7�]]AND C�NlPi]TE VARIOUS CONFLUENCED STREAM VALUESCCC[C __--------------------_..__-----_._.....�._....�---------------------------------------- TQTAL N[]MBER ❑F STREAMS = 2 CDNFLUENCE VALUES C]SED FOR INDEPENDENT STREAM 2 ARE: TIME QF C4NCENTRATx�N �MrN. y = 6 . 22 RAINFALL `INTENSxTY �xNCHIHRy = 3 . 10 T�TAL STREAM AREA�ACRES� = d . 5� PEAK FLQW RA,TE �CFS} AT C�NFLUENCE = 1 . 4 8 ** C4NFLUENCE DATA ** STREAM RUN�FF T� xNTENSITY AREA NUMSER �CFS} (MTN. y [xNCH/H�UR� �ACRE} 1 3 .z6 7 . 33 2 . 827 � . 16 2 � . 48 5 . 22 3 . 097 � . 50 *�***�r*�**�*******��*�**�**�**�**UJARNTNG**�*�*********�**��*****�*�*�**�r** TN THIS C4MPUTER PRDGRAM� THE CdNFLUENCE VAL[]E USED Z5 BASED �N THE RCFC&WCD F�RMULA 4F PLATE ❑-1. A5 DEFA[]LT VALUE. THIS FORMULA W�LL NOT NECESSARILY RESULT IN THE MAXTMUM VALLTE QF PEAK FL�W. �*�**�**�**��**��**�**�**�**�*****��***�*****�*�*�*****�****��***�*�*�**�� RAxNFALL INTENSITY AND TIME QF �QNCENTRATI�N RATIQ C�NFLUENCE F4RMULA USED FQR 2 STREAMS. ** PEAK FL�W R.ATE TABLE ** STREAM RUN�FF Tc INTENSITY NUMBER �CFS� �MIN. 7 �INCH�HQLTR} �. 4 .24 5 .�2 3 . �97 2 4 . 6D 7 .33 2 . $27 4 � CaMPUTED CONFLUENCE ESTIMATES ARE AS FQLL�WS : PEAK FLOW RATE {CFS} � 4 . 6fl Tc �MIN. 7 = 7 . 33 ' T�TAL AREA�ACRES} = 1 . 7 , L�NGEST FLDWPATH FR�M NQDE 1.OD . QQ T� N�DE 103 . �� = 549 . 0� FEET. ****��*�**�**�*�**�**�***�***�******�*�**�**�**�*�******�x**�****��**�r**�**** FLOW PRQCE55 FR4M NQDE 1.03 . Q� Tfl NODE �.�4 . 00 I5 CODE = 31 ____---_-____������.��______________________________��_�___�W.�W���__����..�___�� 77]77C4MPUTE PIPE--FLDW TRAVEL TxME THRU SUBAREACCCCC � »»>USING CaMPUTER-ESTxMATED PrPESZZE �N�N-PRESSURE FLflW} CCCCC -----------------------������������_---------------___�--___----___--_---��.���.�___ ------_��-_---------_---------------------------------------------------------- ELEVATI�N DATA: UPSTREAM�FEETy = 10�0 .30 DOWNSTREAM�FEET} = 1Q59 . 9Q � FL�W LENGTH �FEET} = $� . �� MANNING' S N = fl . �13 ❑EPTH flF FL�W �N �.$ . d rNCH PrPE I5 1a . 6 INCHES � PIPE-FL�W VEL�CxTY {FEETISEC. } = 4 .�5 ESTIMATED P�PE D�AMETER{INCH} = 1$ . QQ NUMBER 4F PIPES � 1 PIPE--FLOW�CFS� = 4 . 60 � PIPE TRAVEL T�ME �MrN. } = 0 . 31 Tc �MIN. 7 = 7 . G5 LQNGEST FLflWPATH FR�M N�DE 1d� . Ofl TQ NODE 1�4 . QQ � 529 . Q� FEET. �*�***�*�*****�r****�***�***�**�**�*�*�**�**��****�*�****�**�**�***�*�*�r**�*� FL�W PRaCE55 FR�M N�DE 104 . 0� T� N�DE 1fl4 . Q� IS CnDE � 1 -----------------------------------��������������-------------____------___-- ]7»]DESTGNATE xNDEPENDENT STREAM FOR C�NFLUENCECCCCC TQTAL NUMBER �F STREAMS = 2 C4NFLUENCE VALUES []5ED FDR �NDEPENDENT STREAM 1 ARE: TIME �F CQNGENTRAT��N �M�N. } = 7 . 65 RAINFALL zNTENSxTY [xNCH/HR} = 2 . 76 TDTAL STREAM AREA�ACRES} = 1 . 66 PEAK FLQW RATE �CFS} AT C�NFLUEN�E = 4 . 5� *�**�**��*�******�***�****�*****�*�*�**�**�***�**�*�****�**�**�***�*�*�**�** FLQW PRQCESS FR�M N�DE 7.2Q . 0� TO NODE �.21 . OD IS C4DE = 21 _--�-_-----_���--------------------------------------��_���_--_________����_-�__ 7]]77RATIQNAL METHQD xNxTxAL SUBAREA ANALYSxSCCCCC -------------------------------------._._._._._._._�._._._._.._--------__..._�._....�...._..,..__------- -------__._._�._--------_.�._......_.,_..�_.__._._._._._---------------------------------------- A55UMED INITIAL SUBAREA []NxFORM DEVEL�PMENT TS C�MMERCIAL TC = K* [ �LENGTH**3� / [ELEVATIQN CHANGE� ] ** .2 TN I T IAL SUSAREA FL�W--LENGTH�FEET� = 1.$Z . D D UPSTREAM ELEVATI�N�FEET� -= 1�6$ . 30 DQWNSTREAM ELEVATIQN (FEET} � 1D57 . 5D ELEVATI�N DIFFERENCE �FEET} = p , $p TC = 0 . 30�* [ { 182 . 4�**3y 1 ( D . 8�} ] ** .� � 7 . 1.95 1� YEAR RAINFALL INTENSITY �INCH/HQUR} = 2 . 857 C�MMER�IAL DEVELDPMENT RUNDFF C�EFFICIENT � . 87�9 S�xL CLASSIFICATIDN I5 "S" S[]BAREA RUNDFF �CF57 = fl . 63 TOTAL AREA�ACRES} = Q .25 TDTAL RUN4FF (CFS� = D . 53 �**�***�**�*���*****��****�***�***�*�**��**�***�**�*�**,�*****�**��**�****�*� FL�W PR�CESS FROM N�DE 12� . OQ T4 NODE 1�4 . �� I5 C��E = 62 �77]7COMPC]TE STREET FLDW TRAVEL TIME THRu SUBAREACCCCC »7]7 �STREET TA$LE SECT ION # 1 USEI]� CCCC[ --------_�_�_.��.�___----_______________��_��.�.��W��_----------------------------- _--____-�--____--_-------------------------------------------��.�.�__.�.��.���_��__-- UPSTREAM ELEVAT��N �FEET} = 1�67 . 5d DOWNSTREAM ELEVATI4N�FEET� � 1Q�7 . QQ STREET LEN�TH (FEET} = 102 . �d CURB HEIGHT {INCHES} = 8 . d - 5 � STREET HALFWIDTH (FEET� = 3Q . �Q DTSTANCE FR4M CR�WN T� CRdSSFALL GRADEBREA� �FEET} = 2Q . Q� FNS�DE STREET CR�SSFALL {DECrMAL} = 0 . 018 �UTSTDE STREET CR�SSFALL �DECIMAL) - O . a18 SPECIFIED NUMBER �F HALFSTREETS CARRYING RUN�FF = 1 : STREET PARKWAY CRQSSFALL {DECIMAL} = p . p2� Manning' s FRTCTT�N FACT�R far Streetflow Secti�n [curb-to-curb} = 0 . 0�50 Manning' s FR�CTxON FACTOR for Back-af-Walk Flow Sectian = � . �20� **TRAVEL TxME COMPUTED USING ESTIMATED FLQW �CFS} _ � . 35 STREETFLQW M�DEL RESULTS USING ESTIMATED FLQW: STREET FLDW DEPTH �FEET} = Q . 32 HALFSTREET FL�O❑ WIDTH �FEET� � 8 . 97 AVERAGE FL�W VEL�CITY {FEET/SEC. } = 1 . 4$ PR��UCT �F DEPTH&VEL4CITY �FT*FT�SEC. } _ � . �$ � STREET FLQW TR.AVEL TIME {MIN. } = 1 . 15 Tc �MxN. } = $ . 34 1D YEAR RATNFALL INTENSITY (INCH�HQURy = 2 . 534 C4MMERCIAL DEVELQPMENT RUN4FF CQEFFICIENT � . $7�44 54FL CLASSxF�CATIDN IS "B" SUBAREA AREA[A�RES} = � . 63 SUBAREA RUNOFF {CFS� = 1 . 45 T4TAL AREA�ACRE 5 7 = Q . 9 PEAK FL�W RATE {�FS} = 2 . 0$ END 4F SUBAREA STREET FL4W HYDRAULICS: DEPTH�FEET} = 0 . 3� HALFSTREET FL�4D WIDTH (FEET} � 1�. . 05 FL�W VELQC�TY �FEET�SEC. } = 1 . 52 DEPTH*STELflC�TY �FT*FT/SEC. 7 = 0 . 58 L�NGEST FLQWPATH FR�M NODE 12Q . DQ T� NQDE 1.Q4 . �0 = 2$4 . �d FEET. �*****�**���*�*��*�**�*�**�**��**�**�*�*******�**�*****�**�*�*��*�**�**�**�* FLQW PRQCE55 FR�M NODE 1�4 . QQ T4 N4DE 1.Q4 . QD �5 ConE = 1 ]]]�]�ESIGNATE INI]EPENDENT STREAM FQR C�NFLUENCECC[C[ ]7]]]AND C�NlPUTE �TARI�US C4NFLUENCED STREAM VALUES[[C[C --------------_._._-----------------------------------------._....___.__._---�------__---- -----._._._........_------------------------------------------------------------------- TOTAL NLTMBER OF STREAMS = � C�NFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME DF CQNCENTRATI�N{MTN. } = 8 . 34 RAINFALL INTENS�TY �ZNCH/HR} = 2 . 63 T�TAL STREAM AREA�ACRES} = a . $8 PEAK FL4W RATE {CFS} AT C�NFLUENCE = 2 . Q8 ** CONFLUEN�E DATA ** STREAM RUN�FF Tc INTENSrTY AREA NL]MBER �CFS} {MxN. } ��NCHIHQURy �ACREy 1 4 . 50 7 . 65 2 . 7G3 1 . 56 2 z . d8 8 . 3� 2 . 634 � . 8$ *�*�**�****��*****�*�**�**,�***�**WARN�NG**�**�**�***�**�*�*��*******�**�** xN THIS COMP[]TER PROGRAM, THE C�NFLUENCE VALUE USED IS BASED �N THE RCFC&WCD FQRMULA �F PL�.TE D-�. AS DEFAULT VALUE. THIS F�RMULA W�LL NOT NECESSARILY RESULT xN THE MAX�MUM VALi]E OF PEAK FLQW. �*�****�*****�**�**�*�**�**�***��*******�**�**�***�**��*�****�**�**�**�*** RAxNFALL INTENSITY AND TIME �F C�NCENTRAT��N RATZ� C�NFLUENCE F4RMULA LTSED FaR Z STREAMS . ** PEAK FL�W RATE TABLE ** STREAM RUN4FF Tc TNTENSTTY 5 NUMBER �CF5� �MIN. } {INCH/H�uR� 1 G . 51 7 . 65 z . 763 ' 2 6 . 47 8 . 34 2 . G34 C4MPUTED C�NFLUENCE ESTIMATES ARE A5 F�LLflWS : PEAK FLQW RATE (CFS} _ � . 51 T� �M�N. } = 7 . �5 TQTAL AREA�ACRE S} = 2 . 5 LQNGEST FL�WPATH FR4M NQDE 1dD . QD T� N�DE 104 . DQ = 629. �� FEET. *�**�****�*�*******�**�**�**�****�*****�*�*�****�**�r�*�************���****** FLQW PR�CESS FR4M Nn�E 3.�4 . Q0 T� NODE 105 . OQ IS C�DE � 31 , ]]]]]CQMPUTE PIPE--FLQW TRA�IEL TxME THRU SUBARE�CCCCC ]]]7]US�NG C�MPUTER--EST�MATED P�PES�ZE �N�N-PRESSURE FL�W� C[CC[ =---------------------------._._._._._�._._�....._----------__..__------------------------- -----__....�-------------------_......_---------------------------._._._�__.....----..___....._---._--._._ ELEVATxON DATA: UPSTREAM{FEET} = 1059 . 9� ❑OWNSTREAM�FEET} = 1Q53. 7� FL�W LENGTH �FEETy = �5 . �d MANNING' S � = 4 . �13 � DEPTH �F FLQW IN 1,$ . 0 xNCH PIPE TS 14 . 4 IN�HES PxPE-FLOW �IEL�C�TY {FEETISEC . � = 4 .29 EST�MATED PIPE DTAMETER{�N�H� _ �B . �Q NUMSER QF PIPES = 1 P�PE-FL�W�CFS� = 6. 51 PxPE TRAVEL TIME {MIN. } = 0 . 17 Tc {MIN. } = 7 . 82 LDNGE 5T FLQ�i►TPATH FR�M NODE �.�0 . D 0 TO NODE 1 fl 5 . �D = 5 7 4 . �� FEET. ----___----__-----------------��������.�_---_-------��.��-------------------------- _.�.����__-----------------------------------------------��.�---�.��----�__--_----��� END �F STUDY SUMMARY: T�TAL AREA�ACRES� � � . 5 TC {MIN. } = 7 . $2 PEAK FLOW RATE {�F5} � 6 . 5�. --_����.�------------------����.�����.�_--------__----_--------------------------- _-�_----------�-------------_----------------------------��_-----------------------__ --_----__----_-----------------����������.�___----____�.��_-------------------------- ---------------------------------------------------------��_-----------�__-�_---_--_-- END OF RATIQNAL METHdD ANALYSxS 7 8 ***�***�****��***�*�**�****�**�**�*�*�**�***********��*�*�*�******�*****�*�* RATIQNAL METHQD HYDR�L�GY C�MPUTER PR�GRAM SASED �N RIVERS�DE C�UNTY FL��D C�NTRQL & WATER C�NSERVATI�N DISTRI�T �RCFC&WCD} 1�7$ HYDR4L�GY MANv�L �c7 Copyright �g82-ZQ�3 Advanced Engineering Svftware {aes} �Rational Tabling Version 2a . fly Release Date: Q61��12��3 License ID 12�4 Analysis prepared �y: Michael Baker rnternational 408�d Caunty Center Drive, Suite 1�D Temecula, CA 9259Z *�**�***���**�***�**�*��** DESCRIPTrON OF STUDY *�**�*�***�**�*�**�*****�* * PASE� DEL S�L PA 38, TM 3646� * * BASIN AREA 2DQ & 30d * * �D�YEAR DEVEL�PED COND�TIONS * *�***�***����****�**�**�**��*��*�*�**�**�**�**�**��*****�**�**�*�**�*�*�*� FILE NAME: DE�20 .DAT TIME/DATE OF STUDY: 15: 46 10/22/2015 ----___���----�__�-----------------------W���__�___------�--------------_��W USER SPECxFrED HYDROL�GY AND HYDRAUL�C M�DEL INFnRMATI4N: ---�__����-----�--------------------------��_�__���_-----�__------------__�� USER SPECxFrED STaRM EVENT �YEAR} = 10 . fl0 SPECIFIED MrNIMUM PrPE S�ZE {rNCH} = $ . fl0 SPECIFIED PERCENT �F GRADrENTS {DEC�MAL� TO USE FOR FRICTI4N SL�PE = D . 9� 1�-YEAR STflRM 1�-MrNC]TE xNTENS xTY ��NCHIHOUR} = 2 . 3�Q 1Q-YEAR STQRM 6�-MxNC]TE xNTENS�TY ��NCHIHOUR} = D . $8Q 1Q�-YEAR ST�RM 1�-M�NUTE xNTENS�TY [xNCHIHOUR} = 3 . 4�� 1Q�-YEAR ST�RM ��-MxNUTE �NTENS�TY �xNCHIHOUR} = 1 . 3D� SL4PE 4F 1�-YEAR �NTENSxTY-�[]RAT��N CURVE = 0 . 55��5732 SLQPE 4F 14Q-YEAR xNTENSTTY-DURATTQN C[]RVE = d . 549553� CQMPUTED RAINFALL xNTENSITY DATA: S TQRM EVENT = �.0 . D� 1-HQ[]R TNTENS�TY {xNCHI H�UR} _ � . 8 8 9 SLQPE 4F INTENS�TY DUF.ATIQN CUR�TE = Q . 55a6 RCFC&W�❑ HYDR�L��Y MANLTAL "C"--VALUES USED F�R RATxflNAL METHOD NDTE: �OMPUTE CQNFLUENCE VALUES AC�QRDTNG T� RCFC&WCD HYDROLOGY MANUAL AN❑ IGNQRE QTHER CDNFLUENCE �QMSINAT��NS FOR DaWNSTREAM ANALYSES *USER�-DEFINED STREET-SECTI4N5 FqR C�UPLED P�PEFLDW AND STREETFL�W M�DEL* HALF- GR�WN T� STREET-CR45SFALL: CURB G[]TTER-GEDMETR�ES : MANN�NG W�DTH CR�SSFALL IN- / �UT-/PARK- HEIGHT WIDTH LxP H�KE FACT�R L�a. {FT} [FT7 SIDE / SIDE/ WAY {FT} {FTy �FT} (FT} {n� 1 30 . 0 2D . � � . �181� . �1$14 . Q2fl � . 67 2 . Q0 0 . 03xz Q . 157 � . fl15Q GL4BAL STREET FL4W-DEPTH C�NSTRAINTS: �. . Relative Flaw-Depth = O . flO FEET as �Maximum Allawable 5treet Flow Depthy - �Top--of-Curb} 2 . �Depth} � �Velocity} Canstraint = 6 . Q �FT*FT/5} *SxZE PxPE WITH A FLOW CAPACITY GREATER THAN �R EQ[]AL T� THE UPSTREAM TR�BUTARY PIPE. * *�**�***�***���*�**�**�**�r�***�******��**��**�***��**�************��*�*�*�** FL�W PRaCESS FR�M N�DE Z�O . �D T� N�DE 201 . dD IS C�DE � 21 �___----_------_���..��--------------------------___��_���_---���---------------�� 1 7]7�]RATIONAL METH4D INITIAL SUSAREA ANALYSISCCCC[ ASS�MED INITIAL SUBAREA UNIFQRM ❑EVEL4PMENT I5 �4MMERCIAL TC = K* [ �LENGTH*�3} / �ELEVATI�N CHANGEy ] ** .z �N�TTAL SUSAREA FLQW�LENGTH �FEET} = 2� . �Q UPSTREAM ELEVATIQN�FEET} = 1�5$5 . DQ D�WNSTREAM ELE�AT I�N�FEET} = 1 fl�$ .2 D ELEVAT I QN D T FFERENCE �FEET� = 9 51.5. 8 D TC = � . 3D3* [ { 2Q . ��**3} 1f 9��.5 . 8�} ] ** .2 = 0 .292 COMPUTE❑ TTME �F C�NCENTRATT�N �NCREASED T� 5 M�N. 1� YEAR RAxNFALL �NTENSxTY �xNCHIHQUR� = 3 .491 ��MMERCIAL ❑EVEL�PMENT RC]N�FF COEFFxCrENT = . 8792 S�IL CLASSxFxCAT�ON �5 "B" SUBAREA RUN�FF [CF5� = 0 . 3� T4TAL AREA{ACRES} = � . �.�. T�TAL RC]NOFF �CFS} = p .34 *�*���***�******�**�*�****�*****�***�**�*�****�***�**�**�*******��**�******* FL�W PRQCESS FR�M N�I7E 20�. . �d TO NODE 2�2 . fla IS C4DE = 3� _��__��.�---------------------------------------���_---------------��_------- »»>CdMPUTE P�PE-FL�W TRAVEL T�ME THRU SUBAREACCCCC »»>LTSFN� CDMP[]TER-ESTxMATED P�PES�ZE ,�N�N-PRESSURE FLOW} CCCCC ELEVATIQN DATA: UPSTREAM�FEET7 = 1065 . �0 naWNSTRE�M{FEET} = 1�64 .Z0 FLnW LENGTH �FEET� _ �.�.7 . Q� MANN�NG' S N = � . 013 ESTIMATED PxPE DTAMETER�xNCH} �NCREASED TQ 8 . 000 DEPTH QF FL�W �N $ . � xNCH PxPE x5 3 . 3 �NCHES PIPE-FLQW VELOCxTY {FEETISEC. } = 2 . 4$ ESTIMATE❑ P�PE ❑zAMETER{xNCH} � $ . 0� NC]MBER OF P IPES = 1 PIPE-FLnW(CFS� _ � . 34 PIPE TRA�IEL TTME �MIN. � = D . 79 T� {MxN. � = 5. 7 9 LONGEST FLQ�i►1PATH FRQM NflDE 2�� . Q� TO N�DE 20� . 00 = 137 . �0 FEET. �*****�*******�**�**�*�*****�******�***�*�*�**�***�**�**�*�***�*��*****�*�*� FLflW PR�CESS FRQM N�DE 2QZ . dD Ta NDDE ZDZ . O� �5 C�DE _ $1 ------__---_--___.���������_____�.��_--------------------------------------���___ ]7]7]ADDITIQN aF SUBAREA TQ MAINLINE PEAK FLQW[CCCC _._....__.....___------------------------------------------�._.__._._._._._._._._._._.__--------- �0 YEAR RAINFALL INTENSITY �INCH�HQUR� = 3 .221, COMMERCIAL DEVELQPMENT R[]N�FF C4EFFICIENT � . $779 50�L CLASSIFICATIQN IS "B" SUBAREA AREA tACRES} = a . 4 8 SUBAREA RLIN4FF [CFS} _ � .3 5 T�TAL AREA�ACRES} = � . F T�TAL RUN�FF �CF5} = 1 . 6 9 TC [M�N. � = 5 . 7� ��***�***�******�****�*�***�**�***�***�*�**�*�***�***�**�*�*�*�********�*�*� FLQW PROCESS FR�M NODE 202 . 0� T� NODE 2Q3 . �Q IS C4DE � 31 �]�]7�QMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREACCCCC »»>USrNG C�MPUTER-ESTIMATED PIPESIZE {NON--PRESSE]RE FL�W� CCCCC --------���_�----.����.�_-------_--�----------------__--__----___---------��___.���� -�----------------------------------------------------------------------------- ELEVAT��N DATA: UPSTREAM�FEET} = 1064 .2Q DOWNSTREAM�FEET} = 1Q63 .2� FLQW LENGTH {FEET7 = �96. 0� MANNZNG' S N = 0 . ��3 DEPTH �F FLflW �N �.2 . � TNCH PxPE x5 7 . 4 ZNCHES PIPE-�FLdW VELQC�TY {FEETISEC. � = 3 . 33 ESTIMATED PIPE D�AMETER{xNCH� = 12 . �0 NUMBER OF PIPES = 1 PIPE--FL�W�CFS� � �. . 69 PIPE TRAVEL TxME �MxN. y = D . 98 Tc �M�N. } = 6. 77 L�NGEST FL�WPATH FRQM N�DE 2Q� . OD T� N�DE 203 . �0 = 333 . �� FEET. Z �****�**��*****�**�**�*��*�**��*�**�****�**�**�**�**�**�*�***��****�***�**�* FL4W PRQCESS FR�M NODE 203 . �� TQ NQDE 2D3 . Q� TS CODE = � --�--_�------_��_�---__W____����_________���-------------------------------- 777�]DES�GNATE INDEPENDENT STREAM F�R C�NFLUENCECCCCC T�TAL NUM$ER QF STREAMS = � CONFLUEN�E VALUES USED FQR INDEPENDENT STREAM 1 �RE : TIME �F �ONCENTF.ATI�N�M�N. } � 6. 77 RAZNFALL INTENSITY {INCH/HR} � 2 . 35 T�TAL STREAM AREA�ACRES} _ � . 59 PEAK FLaW RATE �CFS} AT CnNFLLTENCE _ �. . 5 9 �***�**��********�**�**�*�***�**�**�x***��**�*��**�**�**�*�*�*�**��**�***�*** FL�W PR�CESS FRQM NQDE Z1D . 0� T� NQDE 211 . �Q IS CDDE = 2Z �._-------_____��_�-----_��__���--------------�W_��_--__--_--_--------����_���___ ]]7]7RATIQNAL METHQD INITIAL SUBAREA ANALYSISCCCCC ---_.-__.-__-----------------------._._._._._._._.....----_.....�_---__._.__--------_._._._�_._._�_� ASSi]ME❑ zN�T�AL SUSAREA C]NxFQRM DEVELQPMENT �5 C�MMERC�AL TC = K* [ {LENGTH**3� / �ELEVATIQN CHANGE} ] ** .2 xNxTIAL SUBAREA FLQW-LENGTH �FEET� = 2� . �0 UPSTREAM ELEVATIQN�FEETy � 1,Q5$ . 5Q DQWNSTREAM ELE�TATI�N{FEET� = 7.D6$ .20 ELEVATI�N DIFFERENCE {FEET� = 0 . 30 Tc = o . 303* � � za . �a**�� 1 � Q . 3oy a ** .z = z . 3z�r C�MPUTED TIME flF C�NCENTRATIQN �NCREASEJ] TD 5 MIN. �.� YEAR RAINFALL INTENSITY �INCHIH�UR} = 3 . 491 C�MMER�IAL DEVELQPMENT RUNQFF C�EFFTC�ENT = . $792 S�xL CLASSIFICATIQN IS "B" SUBAREA RUNQFF �CF S� � D . 3 4 TaTAL AREA�ACRESy � D . 11 TQTAL RUNQFF �CFS} = Q . 34 *�**�**�****�*�**�**�**�*�***�**�***�*��*�*****�***�**�*�****��*�r**�**��***� FL�W PR�CESS FRQM N4DE 2Z1 . �� TQ NQDE 2�.2 . �0 x5 CODE = 3�. _--_-----------------------------���������.�------------------_--_--------------- �]777C�MPUTE PIPE-FL4W TRAVEL TIME THRU SUBAREACCCC[ �]]77C75�NG COMPUTER-ESTIMATED P�PESIZE �NQN-PRE55URE FL�W} CCCCC ELE�IAT�DN DATA: UPSTREAM�FEET� = 1��4 . 30 ❑aWNSTREAM�FEETy = 1.063. 4� FL�W LENGTH �FEET} = 113 . 00 MANNINC' S N = Q . Q13 ESTIMATED PIPE DIAMETER{INCH} INCREASED TQ 8 . Qfl� DEPTH OF FLOW IN $ . 0 rNCH PIPE IS 3 .2 INCHES PIPE-FLQW VELOCTTY {FEET/SEC. } = 2 . 62 ESTIMATED PIPE DIAMETER{xNCH} = 8 . fl0 NUMBER 4F PIPES = 1 PIPE--FLQW�CFS} = d . 3� PIPE TRAVEL TxME �M�N. � � � . 72 Tc {MFN. } = 5 .72 L4NGEST FL�WPATH FRQM N�DE 210 . 0� T� NDDE �12 . Q� = 133 . QQ FEET. �***��*�*********�**�****�**��**��**�*******�***��**��****�***�***�**��***** FL�W PR�CESS FRflM N�DE 2�,Z . OD T� N�DE 212 . aQ IS Co�E � 8� --__---------_----------------------------------����__-----------___------------- ]]�]�A�DITIQN �F SUBAREA TQ MAxNLxNE PEAK FL�WCCCCC 1Q YEAR RAINFALL �NTENSITY {TNCHIH�[]R} = 3 . 242 COMMERCIAL DEVEL�PMENT RUNQFF CQEFFxC�ENT = . 87$� SOIL CLASSIFICAT�aN IS "B" SUBAREA AREA(ACRES y -= a . 4 9 SUBAREA RC]NOFF {CF 5� = 1 . 3 9 TOTAL �REA�ACRES} _ � . � T�TAL RUN�FF {CF5} = 1 . 7 3 3 TC �MIN. } � 5 . 7Z **�***�*�r**�*****���r**�**�*�**�**�**��**�**�*�***�******�**���****�*�******� FL�W PRaCE55 FR�M N�DE 212 . 00 T4 N4DE 2Q3 . DQ �5 C�DE = 31. _�_�.�.��.-------------------��_�����_----___--__--____---�--------------------_--�_ 7]]7]CQMPUTE PZPE-FLOW TRAVEL TIME THRU SUBAREACC[[C »]�7[]SxNG COMPUTER--ESTIMATED PIPESIZE (N�N--PRESSURE FLQWy CCCCC ------__--_------------------_-----------------------------�����___�_��.�����___--- -----W��._--_------------------------------_-------------------------------------�__ ELEVATTDN ❑ATA: UPSTREAM(FEET} = 1D53 . 4Q DQWNSTREAM{FEET� _ ��63 .2Q FL�W LENGTH {FEET} = 2 G . Q� MANNING'S N � � . ��.3 DEPTH �F FL�W IN 12 . � INCH PIPE �S 6. 6 �NCHES P�PE-FLOW VELQCITY �FEET�SEC . y � 3 . 92 EST�MATED PIPE DIAMETER�INCHy = �2 . Q0 NL]MBER OF PIPES = 1 P�PE-FLOW{CFS� = 1 . 73 P rPE TRAVEL TIME [MIN. } = p . 1� Tc �M�N. y = 5 . 83 LONGEST FL4WPATH FRflM N�DE 21� . OQ TD NflDE Z�3 . DQ = 159. 0� FEET. *�**��*�*��*�**�*****�**�**�*�***�**��**�**�*�*�*�**�****�**�**�***�*�**�*** FLOW PR�CESS FROM N�DE Z�3 . �0 T� N�DE 2�3 . �0 IS C4DE = 1 7]]]�DESiGNATE IN�EPENDENT STREAM FflR C�NFLUENCECCCCC 777]7AND C4MPUTE �TARI�US CONFLUENCED STREAM VALUESCCCCC ._______._.....____________________________�._._._�...._...__.............___._.___��_�,__.__._,_._._._�._____ -------------._._�._._._�._-----_........------------------------------------------------- T�TAL NUMBER �F STREAMS = 2 CONFLUENCE VALUES USED FaR TNDEPENDENT STREAM 2 ARE: TIME OF C4NCENTRATIQN�MIN. � = 5 . $3 RAINFALL INTENSITY �INCH/HR� = 3 .21 T�TAL STREAM AREA{ACRES} _ � . 5� PEAK FLnW RATE {�FS� AT CQNFLUENCE = �. . 73 ** CONFLUENCE DATA ** STREAM RLTN�FF Tc zNTENS�TY AREA NUMBER �CFS� �MIN. } �INCHIH�UR} �ACRE y 1 1 . �9 f. 77 � . g55 � .59 2 1 . 73 5 . 83 3 .ZQ8 4 . 6� **�***�*�**�****�**�***�****�**�*WARN�NG�****�*****�**�**�**��***�*�**��** rN THrS C�MPUTER PRQGRAM, THE CQNFLUEN�E VALUE USED �5 BASED �N THE RCFC&WCD FQRMULA �F PLATE D-1. AS DEFAULT �IALC]E. TH�S FORMULA WxLL NaT NECESSARILY RESULT IN THE MAXZM[]M VALUE �F PEAK FL��n1. �**�*��*��x*�*�***�**�**��*�*****��***�*********�***�*******�*�r�*�*���***�� ; R.A�NFALL ZNTENSITY AND TIME QF C4NCENTRATIQN RATIQ C�NFLUENCE FORMULA []SED FDR Z STREAMS . ** PEAK FL�W RATE TASLE ** STREAM R[]N�FF Tc INTENSITY NUMBER �CFS} {MIN. } {INCH/HDUR} 1 3 . 19 5 . 83 3 . z48 2 3 .Z9 6. 77 2 . 9�5 C�MPUTED CONFLC]ENCE ESTIMATES ARE AS FDLLDWS : PEAK FL�W RATE {CF5� = 3 . 1 g Tc {MIN. � = 5 . 83 TaTAL AREA�ACRESy = 1 .2 L�NGEST FLQWPATH FR�M NODE 2�0 . �� Tn NDDE 2fl3 . �� = 333 . �� FEET. ***�***�*�******��**�***�**�*�**�*****��**�****�*�*�***�*******�********�**� FLQW PRQCE55 FRflM NflDE 203 . Od TO N�DE 2d4 . 0� I5 C�DE = 31 4 7]�7]C4MPUTE PIPE-FL�w TRAVEL TIME THRU SUBAREAC[C[[ ]]77]USING G�MPUTER-ESTIMATED PIPES�ZE �NQN-PRE55URE FLflW} C[CCC ELEVATIQN DATA: UPSTREAM{FEETy � 1Q�3 . 2� DDWNSTREAM{FEET} = 1Q61 . 6� FLOW LENGTH {FEET} = 3�3 . �� MANNIN�' S N = � . �13 DEPTH OF FL�W xN 15 . Q INCH PIPE z5 9. 4 �NCHES PrPE-FLDW VEL�CrTY {FEET�SEC. } = 3 . 95 ESTIMATED PIPE DIAMETER�INCH} _ �5 . OQ NUMSER 4F PIPES � 1 PIPE�FL�W{CFS� = 3 . 19 P IPE TRAVEL TTME �MIN. 7 � 1 .z$ Tc {MrN. } = 7 . 1� L�NGEST FLOWPATH FR�M N�DE 2Qo . oa T� NQDE zQ4 . �Q = 536 . �D FEET. �*�**�**�*�**�*��***�**�*****�**�r*�**�**�**�*�*�****�*�**��***�*�****�**�**� FL�W PROCESS FR4M N�DE 2�4 . 0� TO NODE ��4 . aQ I5 CODE � �.� .��__�-----_--_----____��.�----------------�������_----------_--_----------------- ]7�]7MArN--STREAM MEMQRY COPTED ONTD MEM4R�' BANK # 1 CCCCC ��*�**�*�r**�*****�*********�**�****�**�**�**�*�*�*�**�**�**�***�*�r********�* FLQW PR�CESS FR4M N�DE 2�� . OD T� N4DE 2a4 . QD �S C�DE = �.3 --_-------_--_--------------------------����___--__----��_���.���_------------------ 7]]»�LEAR THE MAIN-STREAM MEM�RYCCCCC �*******�***�*�**��**�***�**�****�**�**�**�****�*�****�**�**�***��******�**� FLQW PR�CESS FRnM NQDE 23� . 0� TO NODE 231 . 4� I5 C�DE = 2�. 7�]]7RATI�NAL METH�D �N�T�AL SUBAREA ANALYSISCCCCC ASSUME❑ INITIAL SUBAREA UN�FORM DEVELDPMENT IS CQMMERCxAL TC = IC* [ �LENGTH**3� I �ELEVAT��N CHANGE� ] ** .2 INITTAL SUBAREA FL�W--LENGTH (FEET} = 2� . DO UPSTREAM ELEVATIDN [FEET� = 7.��$ . 50 D4WN5TREAM ELEVATIQN�FEET} _ �,p68 . 3d ELEVATxDN DIFFERENCE �FEET} = 0 .20 TC = � . 303* [ { 24 . D�**371f � .2�} ] ** . Z = z . 5�4 CDMPUTED T�ME �F CQN�ENTRATIQN �NCREASED Ta 5 MIN. 1D YEAR RAINFALL INTENSITY �TNCHIH�UR� = 3 . 491 CnMMERC�AL DEVELQPMENT RUNQFF CQEFF�C�ENT = . $792 SnIL CLASSxFICATInN IS "B" SUSAREA RUN�FF �CFS� = D .25 TOTAL AREA�ACRE 5} = Q . �$ TQTAL R[]N�FF {CFS} = a .2 5 �r*�*��*�**�*���****�**��**�**�**�**�**�**�**�******�**�***�******�*�******�* FL�W PRQCESS FR�M N�DE 231 . �D TQ NQDE 232 . �0 r5 C�DE � 31 7]7]]C�MPUTE PxPE--FLOW TRAVEL TIME THRLT SUBAREACCCCC 7]7]]L7SING C�MPUTER--ESTIMATED PIPESIZE �NQN�-PRESSURE FL�W} CCCCC ELEVATIQN ❑ATA: UPSTREAM{FEET� = 1�55 .54 DQWNSTREAM�FEET} = 1Q64 . 3Q FL�W LENGTH �FEET� = 133 . fl Q MANN�NG' S N = D . 0�.3 ESTIMATED PIPE DrAMETER�INCH} INCREASED T� 8 . �D0 DEPTH �F FLaW �N 8 . 0 FNCH PiPE I5 2 . 5 �NCHES PIPE-FLQW �TELQC�TY �FEET/SEC. } = � . 55 ESTIMATED PIPE DxAMETER�TNCH) = $ . �a NUMBER �F PxPES = 1 PZPE-FLQW �CFS} = 0 . 25 PIPE TRAVEL TTME {MxN. � = 0 . $7 T� �MIN. } � 5 . $7 LONGEST FL4WPATH FR�M NO�E 23� . DQ T� NnDE 232 . D� = 153 . 0� FEET. � �*�***�**���**�*�**�****�***�**�*�**�*�************��*�****�****�********�*� FL�W PRDCESS FR�M NODE 232 . �0 T� NaDE 23Z . DQ IS CDDE = $� ----��--------------------------------------------------------------------�_ ]77�7ADDITTQN �F SUBAREA T� MArNLxNE PEAK FL4WCCC[C 1� YEAR RA,rNFALL xNTENSrTY {INCHIH�URy = 3 . �9 6 C�MMERCIAL DEVELOPMENT RUNOFF C4EFF�C�ENT = . $778 S�xL CLASS�FTCATION rS "B" S UBAREA AREA�ACRE 5� = 0 . �4 5 UBAREA RUNOFF {�F S� = Q . 3 9 TQTAL AREA�ACRE 5} = fl .2 TOTAL RUNOFF �CF 5 y = fl . �4 TC {MxN. } � 5 . 87 ***�***�**�*�*�**�*�**�**��**�**�**�***�**�**�**�*��*�**�*�**�*�***�***�**** FL�W PR�CESS FR4M N�DE �32 . �Q T� NO�E 233 . fld IS CQDE = 31 777�7C�MPC7TE PIPE-FLQW TRAVEL TIME THRU SUBAREACCCCC 77777C]S�NG C4MPUTER-ESTIMATED PIPESIZE {NQN-PRESSURE FLDW} CCCCC ELEVAT��N DATA: UPSTREAM{FEET} = 1�F4 .3� D4WNSTREAM{FEET� = 1D�3 . 7Q FL�W LENGTH {FEET} = 53 . 4� MANN�NG' S N = � . 013 DEPTH �F FLOW IN 9 . � INCH PIPE I5 3 . 9 INCHES PIPE-FL�W VELOCITY {FEET/5EC. 7 = 3 . 52 ESTxMATED PIPE DIAMETER�INCH� = 9 . 0� NUMBER OF PIPES = 1 PIPE-FLdW�CFS} = � . 64 P�PE TRAVEL TIME �MIN. � = � .25 Tc �MIN. 7 = 6 . 12 L�NGEST FL�WPATH FR�M NODE 23� . Ofl TO N��E 233 . 00 = 2Q6. 00 FEET. ***�***�****�*�****��*�***�*****�**�*�**��**�**�*�**�**�*�*****�***�*�****** FL�W PRQCE55 FROM NDDE 233 . �� T� N�DE 233 . �0 IS CODE = 81 ______________.���_���.�___.�.���____��.�______�.������______�.�__�__���___________ 77]]7ADDxTxON OF SUBAREA T� MAINLFNE PEAK FL�WCCCCC -------------___....�_--------.�_._�._....._---__.._----------__...__---_..._..........._.____.,.._.__._.._.__-- ---._�_._�........___---------------------------------------------------------------- �.d YEAR RAINFALL INTENSITY �INCH/HOUR} = 3 . 123 COMMERC�AL DEVEL�PMENT RUNOFF COEFFxCrENT = . $77� 50�L CLASSxFICATION T5 rf$ir SUBAREA AREA�A�RE 5 y = 0 . 0 5 SC]BAREA RUNOFF �CF 5 y = D . 14 TQTAL AREA�ACRE 5 y = 0 . 3 T�TAL RUN�FF �CF 5} = 0 .7$ TC [MTN. 7 = 6 . 12 *�**�***��*******�**�***�***�**���****�***�***�****�**�*****�*�***�**�****** FLQW PR4CESS FR�M N�DE 233 . �0 T� N�DE 2D5 . �� TS CODE = 31. --���______---------------------------------------------_----------------____--�-_-- 7�]77CDMPUTE P�PE-FLQW TRAVEL T�ME THRU SUBAREAC[CCC »»>USiNG CQMPUTER-ESTIMATED PTPESIZE �N4N-PRESSURE FLQW� C[CC[ ----------------------------------------------------------------------------- --__--_-----��__--�_-�---------__-------_�.���.�_-------���.���____�-�____�����.�.��_-- ELEVATIQN DATA: UPSTREAM�FEET} _ �453 . 7� DQWNSTREAM{FEET} = 1451 . 94 FLDW LENGTH {FEET� = 31 D . fl� MANNING'S N = � . �13 DEPTH nF FLQW IN 9 . Q �NCH PTPE IS 5 . 3 INCHES PIPE-FL�W VELQCTTY �FEET/SEC. y = 2 . $9 ESTIMATED PIPE DTAMETER[INCHy -= 9 . Q� NUMBER QF PIPES = 1 PIPE-FL�W{CF5} _ � .78 P IPE TRAVEL T IME {MIN. y � 1 . 7 9 Tc �MIN. � = 7 . 91 LQNGEST FL4WPATH FR4M N��E 23fl . �D T4 N4DE 2�5 . aQ � 516. �4 FEET. **�****�**��***�**�**�****�*****�r*�*��*��***��**�**�**�**�***�r*�***�***�*�*� FL�W PROCESS FRQM N4DE 2�5 . �4 T� NOI]E ZQ5 . �� IS C4DE � 1 ]77�7DE5IGNATE INDEPENDENT STREAM F�R C�NFLUENCECCCCC . � �_����_ ��-------------------------���__���____����=�W�====__�______����---- TOTAL NUMBER �F STREAMS � 2 CONFLUENCE VALUES USED FDR xNDEPENDENT STREAM � ARE: TIME 4F C4NCENTRAT�ON {M�N. } = 7 . 9� RAINFALL TNTENSxTY [xNCHIHR} = 2 . 7� T�TAL STREAM AREA�ACRES} = � . 27 PEAK FL�W RATE ��FS} AT �ONFLUENCE = � . 7$ �*�*�***�***��**�*�****�**�**�r**�**�*�r****�**�**�**�**�**�***�***�*��r��****� FL�W PROCE55 FROM NQDE 22d . 0d T❑ NaDE 22�. . 0� I5 C�DE = 2� ____��_______W______W���_����_��_�__�_______________�_.�W��_.�W�����W_________ ]�777RATxONAL METH�❑ INITIAL SUSAREA ANALYSxSCCCCC __________,_._.�_____.___._.....__.._._....._._�._.__.W.__._____._._._._._.._____�_._.�._.____.___.__..____.______ ___._....---.----------------------------------------------------------------._._..._ ASSC]NlED INITIAL SUSAREA UNIFORM � DEVEL4PMENT IS C4MMERCIAL TC = K* [ {LENGTH**3} / {ELEZTATIQN CHANCE} � ** .Z INITxAL SUBAREA FLnW-LENGTH �FEET� _ �55 . �0 UPSTREAM ELE�TATIDN �FEETy = 1QG� . 54 DQWNSTREAM ELEVATInNtFEET� = 1D67 .2D � ELEVAT��N DIFFERENCEtFEET} = 1 . 3D TC = 4 . 303* C { 155 . �Q**3} 1 � 1 . 34� ] ** .2 = 5 . 929 . �Q YEAR RAINFALL INTENSITY �INCH�HQUR} = 3 . 17$ CQMMERCxAL DEVEL�PMENT RUN�FF COEFFICIENT = . 8777 50IL CLASSIFICATI�N I5 rfBir SUBAREA RUNOFF �CFS} = � . 8 9 TQTAL AREA �ACRES} = � .3 2 T�TAL RUNOFF �CF 5} = 0 . 8 9 +r�******��****�****�*�**�**��**�**�****�*�**�**�**��*��*�*�******�*��******* FLQW PROCESS FR�M NODE 2z1 . 00 TO NODE 205 . �d IS C�DE = 52 ..���_________���W��.�����_���.�_.��_.�.���.�____________W��___��_��__�����________ »»]C�MPUTE STREET FLOW TRAVEL TIME THRC] 5C]BAREACCCCC »»> {STREET TASLE SECTIDN # 1 USEDyCCCCC ---=----__���-------------------------�.���____��.�------------------------__---- ����.�__--_----------------------------------------_------------------------------ UPSTREAM ELEVATIDN{FEET� = 1067 .20 D�WNSTREAM ELE�TATI�N{FEET� = 1055 . 9D STREET LENGTH {FEETy = 255 . 0� CURB HE��HT {xNCHESy = 8 . d STREET HALFWZDTH {FEETy = 3� . �� DISTANCE FR�M �RQWN T� CRa55FALL GRADEBREAK �FEET� = 20 . 00 INS IDE STREET �RQS SFALL �DEC xMA.L y � � . �1$ nUTSIDE STREET CR�SSFALL {DECxMAL� _ � . �18 SPECIFIED NLIMBER �F HALFSTREETS CARRYING RUNQFF = 7. • STREET PARKWAY CRQSSFALL {DECTMAL� = Q . Q2� Manning' s FRTCT��N FACTQR for 5treetflow 5ecti�n (curb-to-curby = D . �15D Manning' s FRTCTz�N FACTQR far Back--of-Walk Flow 5ection = Q . D2�D **TRAVEL TIME COMPUTED USING ESTIMATED FLQW (CF5} = 1 . 71 STREETFLnW MQDEL RESULTS USING ESTIMATED FLDW: STREET FL4W ❑EPTH �FEET} = Q . 34 HALFSTREET FL�QD WI�TH �FEET� = 1Q . Q4 AVERAGE FLQW VELqCITY �FEET�SEC. 7 = 1 . 56 PR�DUCT 4F DEPTH&VEL�CITY �FT*FT/5EC. 7 = Q . 53 STREET FLQW TRAVEL TIME �MIN. } _ � . 7� Tc �MIN. 7 = 8 . G 5 �.D YEAR R.AINFALL INTENSITY �INCH/H�CIR� = 2 . 5$2 ��MMERCIAL DEVELDPMENT RL3N4FF CnEFFICIENT = . $740 S�xL CLASSIFICATIQN IS "B" S C]BARE� AREA{ACRE S} _ � . 7 2 5 UBAREA RC]NQFF �CF S} = 1 . 6 2 T�TAL ARE�, �ACRES} = 1 . � PEAK FLDW RATE �CFS 7 = 2 . 52 7 � END 4F SUBAREA STREET FLaW HYDR.A.[]LxCS: DEPTH �FEET} = 0 . 3$ HALFSTREET FL�flD W�DTH �FEET} = 11 . 99 FL4W VELQC�TY �FEET/SEC. } = �. . 70 DEPTH*�IEL��ITY (FT*FT�SEC. } = D . �4 LDNGEST FLQGi1PATH FRnM NODE 220 . 00 TO NODE 2�5 . 4� � 41� . Qa FEET. ��**�***���**��*��**�**�*�****��***�**�**�****�*��**�**�**�***�****��**�**�* I FLQW PR�CESS FR4M NQDE 205 . �0 T� NODE 2Q5 . �� I5 C�DE = 81 � --------------���_--------__����___��_���_��_---------�_���_��__----__-------_-- 7]]77ADD�T70N �F SUS�REA T4 MAINLINE PEAK FLDWCCCCC ' -------- ----------------- -----___._....__._�---------------_-------------------- ---�__._._.._---....._�_----- i �....�...__ I 10 YEAR RA�NFALL INTENSITY �INCH�HQUR} = 2 . 582 C�MMERCIAL DEVEL4PMENT RUNQFF C4EFFICIENT � . 874D � SOxL CLA55IFICATIDN IS "S" Si]L'AREA AREA{ACRES} = 4 . 91 SUBAREA RUN4FF �CF5} = Z . D5 TOTAL AREA�ACRES� = 2 . � T�TAL RUNQFF {CFS� = 4 . 57 TC �MZN. } = 8 . 55 **�**�*�**��**�**�********�*�**�*�**�**�**�****�**�r***�**�*��**�*�********** FLOW PROCESS FRQM N�DE 2D5 . D� TQ N4DE zoS . oQ �5 ��DE = �. �------____----__����-------�_______�����_�.������--------------------------����� , 77777DE5IGNATE INDEPENDENT STREAM F�R CONFLUENCEC[[CC ]7777AND C4MPi.TTE VARTQUS C�NFLCTENCED STREAM VALUES[[C[C ---�._�---------------------------------------------------.-___._._------------- T�TAL NUMSER �F STREAMS = 2 C�NFLUENCE VALUES USED FQR INDEPENDENT STREAM 2 ARE: T�ME flF CONCENTRATIflN �MIN. } _ $ . �5 R.ArNFALL INTENSITY �INCH�HR} = 2 . 58 T�TAL STREAM AREA{ACRESy = 1 . 95 PEA�{ FLOW RATE �CFS} AT CDNFLUENCE � 4 . 57 ** C�NFLC]ENCE DATA ** STREAM RUN4FF Tc INTENSITY AREA NUMSER (CF5} �MIN. } {INCH�HDUR} �A�RE} a. a . �s � . �1 z . 712 o .z� 2 4 . 57 $ . �5 2 . 58Z 1 . 95 ********�**���****�**�**�*�*��***WARNING��*�**�**�***��**�**�*****��*��*�� IN TH�S �OMPUTER PR�GR.AM. THE CONFLUENCE VALUE USED IS BASED �N THE RCFC&WCD FQRMULA ❑F PLATE D-1 AS DEFAi3LT VALUE . THIS FQRMULA WILL N�T NECESSARILY RESULT IN THE MAXrMUM VALUE OF PEAK FL�W. �****�******�*****��*�**�*�**�****���*�**�**�*�**��***��******��*�**�***** RAINFALL INTENSZTY AND TxME �F CQNCENTRAT7aN RATIO C�NFLUENCE F�RMULA USED FOR Z STREAMS . ** PEAK FLnW RATE TABLE ** STREAM RUNDFF Tc TNTENSITY NUMSER �CF5 7 [MTN. � �FNCH/H�UR� 1 4 . 96 7 . 91 Z . 71Z 2 5 . 37. 8 . 65 2 . 582 CQMPUTED CQNFL[]ENCE ESTIMATES ARE AS FQLLQWS: PEAK FLDW RATE [CF5} = 5 . 31 Tc �MIN. } = 8 . 55 T4TAL AREA tACRES y = 2 .2 LONGEST FLDWPATH FR�M N�DE 23� . �Q T� NDDE 2d5 . �0 = 51� . Dfl FEET. �*�**�*�***�*�***�***�**�*�**�**�*��******�****�***�*�***�**�*�**�*******�** FLQW PRnCESS FRQM NQDE 2d� . dQ TQ N4DE 2�4 . Q� I5 C�DE W 3� $ T{ ]]777COMPUTE PIPE�FL4W TRAVEL TIME THRU SUBAREACCCCC 7]777U5ING CDMPUTER-ESTIMATED PIPESIZE �NQN-PRESSURE FLaW� C[CCC r�����---__--���������_-��-��������____����������������__���-�����_______�_-_- F ELEV�TI�N DATA: UPSTREAM(FEET} � 1Q�� . 9� DQWNSTREAM�FEET� = ��51 . 60 FL�W LENGTH {FEET} � 56. Dp MANNING' S N = � . �13 _. DEPTH �F FLQW �N 18 . D �NCH PIPE IS 11 . 4 �NCHES -� PFPE-FLnW VEL�CTTY {FEET/5EC. } = 4 . 5fl ESTIMATE❑ P�PE DZAMETER(xNCHy = 1$ . Dfl NUMBER �F PTPES = 1 PIPE-FLQW{CFS� � 5 . 3�. �T PIPE TRAVEL T�ME �MxN. y = � .Z1. Tc �MxN. } = $ . $6 I� L�NGEST FL�wPATH FR�M N��E 23D . �D T� NaDE 2�4 . Ofl = 572 . �0 FEET. ,,�**��**�**�**�**��r************�******�**��**�*******�**�****�*�*�*�**�*�***� E FLQW PR�CESS FR�M N�DE 20� . �0 T� NaDE 204 . �4 IS CnDE = 11 �-_--------------------------------------------------------________���.�__-------- 7]77]CaNFLi]ENCE MEM�RY BANK # 1 W�TH THE MAIN-STREAM MEMDRYCCCCC �--���_���___________________________________________________-_-------__--�._ i S ** MA�N STREAM CONFLUENCE DATA ** '1' STREAM RUNOFF Tc rNTENSITY AREA -� NUMBER {CF5 y [MIN. } {�NCHIHOLIR� {ACRE� � 1 5. 31 8 . 86 2 . 548 2 .22 _ LnNGEST FL�WPATH FRQM N�DE Z30 . �� T� NODE 2�4 . OQ = 57� . d0 FEET. P -- ** MEM�RY BANK # �. ��NFLi]ENCE DATA ** STREAM RUNOFF Tc xNTENSrTY AREA E NUMSER {CF5 7 �MZN. } {xNCH1H�UR} {ACRE� 1 3 . �9 7 . 11 2 . 875 �. . �.9 L�NGEST FL�WPATH FRDM NQDE 2Q� . D� TD NODE 204 . �D = 636 . �0 FEET. �**��*****�x**�**�******�x****�**�*WARNxNG***��***�*�**��****�*�*�*�****�*�* ' IN THIS C�MP[]TER PR�GRAM, THE CONFLUENCE VALCIE []SED I5 BASE❑ 4N THE RCFC&WCD FQRMULA �F PLATE D-�. A5 DEFAULT VALUE . THIS FORMULA � WILL N�T NE�ESSAR�LY RESULT xN THE MAX�MUM VALUE �F PEAK FLflW. '� �c***�**�**�**�r***�*****��*�*�**********�***�r**�****�***�****�r*�*�**�*�*��� �* PEAK FL�W RA.TE TABLE ** ! STREAM RUNOFF Tc TNTENS�TY � � NUMBER �CFS� �M�N. � �INCH/H�UR� 1 7 .45 7 . 11, 2 . $76 I 2 8 . 1.4 8 . 86 2 . 548 C�MPUTED G�NFLUENCE ESTIMATES ARE AS FQLL�WS : ; PEAK FLQW RATE {CFS� _ $ . 14 T� {MIN. � _ $ . $6 ; TOTAL AREA{ACRES} = 3 . 4 ******�**�**�**��**�**�***�*�**�**�****�***�**�**�*�***�****��***�**�***�*** ; � FLOW PR�CESS FRQM NDDE 2Q4 . �Q T4 NQDE 2Q6 . Q� I5 C�DE = 3� � � _------_��_____����___----------__--_------------------------�___���---------_��.� 7]7�7C�MP[]TE PFPE-FL4W TRA�TEL TIME THRU SUBAREACCCCC � 7�]]7USING C�MPUTER-ESTIMATED PIPESI2E �N�N-PRE5SL7RE FLDW} CCCCC ELEVATION DATA: UPSTREAM(FEET} = 1�61 . 6a DOWNSTREAM�FEETy = 1DG1 . 45 FL�W LENGTH {FEET� = 25 . 0� MANNING' S N = O . a13 DEPTH �F FL�W IN �1 . fl INCH PIPE I5 12 . 9 INCHES � P�PE-FLDW VELQCITY �FEETISEC. � = 5 . 24 ESTxMATED PIPE DIAMETER{INCHy = 21 . 00 NUMBER �F PIPES = 1 � PxPE-FL�W{CFS7 = 8 . �4 __ : P xPE TRAVEL TIME {MIN. } _ � . 0$ Tc {MIN. } = 8 . 94 9 ! � � � I � f 'i f I � � 11 � ������� ����� F � . ��� ���T������ ����� ����T���� T�� ��.��� ������� ����������T� ��"T���,��C� ���N[�"�T'�1�� ��R �T�C��� ����I'[ 4.1� i�� f.J���8��� �!�i ���F ����€�i�� li�� F� 1�� ���i�..�L�����i w.�F �� ����r�e����dw�i �����r���� �� �l �f �e� a�e� �1 ��� ��������� ��.r���� f ����� ����i l�� ��� ��d i.�.� �.a�F Y����� I ��� i��������r� ���Lr�����6 !.z.111t� �I'���� ��� €��t���. ����y �I�� ���:3��� ������ �������� V�����t,7� ����� �!�! 3��� . • ��e ���� ����������� �� ������ � . � �> �!� ���.a���4,>���t°i I �C.��.t�� �� ��i���i��� i���� i�.�������� ���.1�i � 1 I�.t.��� ����r���.. �o�T�c� �� �.�T� �� ����� ����-���� o ����� ��� � ���T��.�. ��" �.�.�: � ����-��� �.�. ��� P��F�M�T �� ������ �'H� ����'���T ��J�T �� ��T"����� ��� '���€� ����� � � � ` �°� �����`����"���� 5 ��1��T�1,1�T ��T�� ���I� ��. � F'�� ���.�o�.L�. ��"�. �A. � � . � � ��� � �iQ. ��3—��� �' .�. ����TR��T���I ����'���"��3� �V�L�. �� �'�R�"���1�� �°� ��������� ��L���`�' ����TR���€ �.C����. a������I�� i��.� P�� D��A�LS �L.��� ��h��"�t�L.. ����`��T ��.Y[�� ��J���`�� A�° ����� ��`�—����, �'�� � �` � �.� .�'.�.�a ��°�. �C�, L.C�-���1 ���� � ��. � � v�� � �7��T���T ���T �� ���"I�I�� �h�� �Y��1� P���� �� C�€��T���T��J�. ��t ���� � � � . � ��A�3�C7 � . � � � �����E 5��� ���1 d�i�� ��•� ,�:�Z.«i� �•�■i ♦�i a�. ���� ��. bFif €���� �6 3 r � � � �. $o �al...�... 5���'�0��� ����F�� �"❑ C��T���....��� �� ����T����"��hl ��L,E�� - . � � .,.� �� � ��"��F����� ���'�C�� �� �D���'����" ��h��R��"� ��J�..����D ��F� �.�,�`.�.�. ��a. �# ��,�..��,�..�..�,�.�...� ��.�.�..�.,�..�.� � � � � � �. ����"���i��� �'�� �.�tT��t��.� ��� ��h������� ���� ���'�� T� �`H� ��i��°�� ��[°�. ��. ���� � � '" ��� �� . � � � L��� ��N�"���.�N� ���"1�����T��h� �`��4T`�C��. �� ����"�L.�. �C��' �R�.�, ���.,�m�� �i�� L.�"a � � � � � � x �`�� �`g� ��x � �j� (^� � _ � �� ��: � � � , F'�3�T�-�����1�' �{��i�� ��F°��� �������"���� ���.L. �J�C3�#�G����� �E#����� k �j^ �}{y �[yp }�{ � p A � , �j . . . � � ��������� �������� �F�����1 1��. �5.�r L.. ��� �o�♦�e�a L/• �i■r � ,,.� � -� � �. ��.��� �-����--�����--���� � S��. ��. ��-����. � ���,� �' P��� ��' � - �� ,�t��� � x ,�,�� �; .��� _ � �9 �L.�. ��.��T���� S�C�Y�� ��� �� ����' ��� D���I��L.� �'i���E�� ��.��� �� � i.11ii'�p � �•�s�• � �o a,.�o �� 1��r � � `�^ F ���� � ; �sy . 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TECHNICAL DRAINAGE STUDY Temecula Hea[thcare Center APPEN��x � HYD RAU L I� ANALYS I S C1: Pre�iminary Catch Basin Sizing C2: Final Catch Basin Sizing � � Catch eas-i n 5i z�ng.txt f ��n����r�����r:r�;:���:�������������������n::���:r������r��r�r��������������:�:������r���� ; HYDRAULIC ELEMENTS - I PRQGRAM PACKAGE ; CC} Capyright 1982-��13 Ad�anced Engineer7ng 5oftware �aes� ' �er. �4.0 Release ❑ate: �6/�1�Z013 License zo 1264 � Analysis prepared by: Michael gaker znternationa`1 4481� County Center �r7�e, 5uite l�n � Temecu�[a, CA 92591 � ����-----------------------------���..�_�..�����.�------------------------------ � TIME�DATE QF STUDY: 1D:U1 lU/2U��015 ' --------------------------------�����-----_____����-----------------------_._--__ _��.�-------------------------��_____----___����_------------------------------ � Prob�em oescription�: cB @ NooE lv2 ���r����������:�::�::::���������•���������r�r��r:���r���r����r�����•������������:�::�r�r�����r�r� »»S�MP TYPE BASIN INPL]T INF�RMATI�N[[[[ _���-----------------------------�������..�..���------------------------------ Curb znlet Capac-�ties are appraximated based on the sur�eau of P�b�ic Roads nomograph plots for flowby basins and sump basins. BASIN INFL�W(CFS� � 4.S1 BASIN �PEN�NG�FEET) = 0.62 ❑EPTH DF WATER(FEET] = n.6Z � »»CALCIJL.ATED ESTIMATEI7 SUMP SASIN WIDTH(FEET) = 3.15 --------------------------------____��_������.�_-------------------------------- -------------------------____----__������.�.��_------------------------------------ Prob�em oescr7 pt-i ons: cg C� NooE 104 ������r���r������r��r�������r��������������:�:�:�:::��r����r����r������r�r���������������� »»SUMP TYPE BASIN INPUT INFDRMATIDNc�cc Curb zn�et Capacities are approx-imated ba�ed on the Bureau of Publ-i c Road� nomagraph plots for f�owby bas-i ns and sump basi ns. BASZN INFLQW�CFS] = 2.97 BASTN DPENING(FEET) = D.6� ❑EPTH OF WATER(FEET) = 0.6� »»CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 1.95 Problem Descriptians: �a @ NQ1�E 702 st��4t��s'e����;;:;;':;;;:�a�.�:'��rk���::��n��x's'r�Y'x3r'�s'tsYzts[e'rsYstsYs'esYsY�se���•������•k����a�a�„;�.s:s:������� Page 1 � ' f t Catch gasin 5�zing.txt � � »»SUMP TYPE BASIN INPUT INF4RMATIQN[[[[ -� C�rb In�et Capacities are approx�mat�d based on the Bureau of Public Roads nomograph p�ots for flowby basins and sump basins. � - gASIN INFLOW[CFS� = 1.93 6ASIN QPENING�FEET] = 4.57 � DEPTH �F WATER(FEET) � �.62 �_-3 — »»CALCULATED ESTIMATED SUMP BASIN WIDTH[FEET) — 1.�7 � ._�-�__________________________________��-��___���WW�.____-------��W�-�W��===__ Probl em Descr7 pt7 ons: cg C� NooE 212 � �_- ����n���r�r��������r���r��r������r����r�r������r�:�e:r�:��������������������::���:�������� »»SUMP TYPE BASIN INPUT INFQRMATI4N���� -------_------------����_�----------------------------------------------------- � Curb zniet Capacities are approximated based on the gureau of Public Roads namvgraph plats for flowby �asins and sump bas�ns. � � BASIN INFLDW�CFS) = 1.98 SASIN QPENING(FEET� = O.GZ � DEPTH DF WATER(FEET) - �.62 »»CALCULATED ESTIMATED S[JMP BASIN WIDTH�FEET) = 1.30 � ---_���_____________________________________________________________________ Probiem Descript�ons; � cg @ NonE 2�5 � ��������:����::���::-::-����������-���r�����r��r�����s��������������r�r��r������r�������r�r�� »>]SUMP TYPE BASIN �NPUT INFORMATIQN[[[[ �? -------------------------------------_���.������������W������_�__�_..����������__ � Curb Inlet Capacities are apprvximated based on the Bureau of � Pub�7c Raads nomograph piots far f�nwby basins and sump basins. BASTN INFLQW(CFS� � 6.�6 ��' gASIN �PENING�FEET] = 0.62 , DEPTH DF WATER(FEET� = D.f7 - � »»CALCULATED ESTIMATE❑ 5i1MP BASIN WIDTH�FEET) = 4.37 � —_______==���W=====___====�W--�-=�_��__----_—_��---____�����_—__��������__�� _ _ �.�.�W��__ ��__ ���� __ ���� _W��.�_� i � -7 Page 2 Li � �, i.�: _ _ ._ Vl�orksheet for CB a[�7 N�DE �1�Z - Sump - - - - - ,, . . .-�.-----_.--�.�-�-. -�--�-�----.-.��.--,.... .. . --------�--.. . r--�-�- . _ _____, ,:,. ,: ..:: .. . .. ..�. . _,. . ., . .:.;- - . .. Pro ect:Des�ri�tion: . . - - ,.. .]. _ . .,..:.....P. . .... _ � ... -- - - - � ,. ; ,.,., . .. ,,_ . , .�_.��.:- :,... .:. .�. ., . .. . . �. �.� _�._....�._.�. __ _-____.____� 5olve Far Spread ��.----�-..n,- _ �------.-. -- . _ -- ---- ___ - - - . _..-.��._w�..,.._.___-- __. ___ . .-:, , . . , : . . . .. .. . .-- : . . :� __ _...____...�._ .. , . � : _._...� .: : �� . .. . ,_ . .,;._... . : . .. .. .._._._._..___�._w . In ut Daf y.. . .....,, . .. . ,-. : . a . - - :°;;;:�:� _p: _.., �=;�� ,.- �.�. _________��:�� _. .. - . . _:�� _�___ __�.�..___ ___..�.____________.._____.._.__________..___.�W._�.�`_._.___ _ �.__�._��__.�._. Discharge 4.81 ft�ls Gutter W idth 2.�0 ft Gutter Cross 51ape O.U6 ftlft ' Roarf Cross 51ope fl.a9 ftlft Curb Opening Length 7.aU ft Opening Height �.63 ft Curb Throat Ty�e Horizantal Local Depression 4.fla in Local❑epression W9dth 4.fla ft Throat In��ine Angle 9a.4Q degrees w�.,�,.-�:-�;,-�--.:r- _�r,.---- --- - - - -__ _ _ . _._....�._.--+;.r��---- . _�.-,W.._���_;t - - �:;�� ..�. :�. ;;. Resui - - fs:�`' _ . , . - .. �.:. .. _ : . . �... � :.,;.. .. ,,. .� : , ,,. ...: . - , ,_-__._____�.. �. ..._.. .:�.:..� . � - �;:� �.. , - � - - - - Spread 27.89 ft Dep#h 0.38 ft Gutter Depression 4.'11 ft Tatal Depression 4.44 ft Bentley Systems,lnc. Haestad Methads SolBiaatl�Master V8i[S�L�CTser'tes 1 y [U8.17.�7.D3] 1D122I20'i5 4:53:51 PM 27 Slemons Company Orl�e Suite�0�W Watertown,CT�6795 USA +9-2p3-755-166fi Page 1 of 1 :--, � � Vl�orksheet for CB � NQDE 7 Q4 - Sum ,. : ._.. ...... .. ..... .....--.�-- ,�--�-,�-.r.r-T--�---.----- - - -- �- - .. _ :.5. - J�Y::�.�!��:�-.r' _ _ - .y.:•::.' - 1' •:J: :.}:.. _ ira'_'...�:.:.' �i,�. n ., ,.. - i :y,. ,.' ,�;.y, _ �,t.; -':r�. :.�`; Pro ect.:0es ri - c tivn�: - _ °:r. -- �-�;_-;�=:::;. :�r';'`,' - 1. F'•._ r• - =_j'• - ----- — —-- - - � �1 _,.. . . .. ...w ...._a::.�:..�:.:�•�.�.x�''...�_�;1.,•�w,..:t. _.�.._...,...�._ . C 5al�e�or 5pread .-.--� - - - -----r--r- - __:�---_._....__.,,--w,...��..,._�_._.. - - . - --� :t�; ;�:� _ _ �.�,,,::�.� >"�r , _.,-=,: - !n uf.Data.=� ,_ t. 3::w ., �P. - - � .�:_^:T � I � •—- -�._._.._____� _ ____.�..�__. ___�_.�._._._______.__ .�� .___.. ____.�__�...w_..___._... I i Discharge 3.a7 fNls Gutter Width 2.OU ft � Gutter Cross S�ope O.Q6 ftlf# ' Raad Cr�ss Slape O.Q1 ftlft Cur�Dpening Length 4.�0 ft � Opening Heigh# d.B3 ft I ' Curb Throat Type Hariaontal ,� La�al Depressian 4.OD in � La�al Depressian Width 4.0� ft f Thr�at Inc[ine Angls 9D.0� degrees �! '.Y'=•. r�':: . . _ -....--.�++,....--�•—_�.��....*..-`_._.__..----•- �— • - ..'y ';--..' .1 J _ _ �'� _ _ � ����.;r .-��. ] Yl�" _ _ ''ti. '.L"�'^ 'j,�,��. - � -i. - - .Y;. j Resuits. e.l i . •n2• - .:;:; ^.'r.. �;::;: .;. 'Y.. _ ���': i� ,�;��; f` L�:.tLi3"�.I::v:�.::3::::_-_:�....:_°��:%' W -. - `.s.._ - � 1 Spread 24.2� ft � Depth �.35 ft f Gutter�epressian �.91 ft Tafal De�ressian 0.44 ft E � � E � � , I i � i I gentiey Systems,In�. Flaestad Met�ods SoIB�nH�Master V83(SELECTserles 1� [08.'i1.U1.43] 14l2212815 4:54:49 PM 2T 5iemans Company Dri�e 5uite 2�0 W Watertown,CT D6795 U5A +1-2Q3-755-1 fifi6 Page 1 of 'E � � 1Norksheet far CB � N�DE ZD5 - Sum - - - --- - - . - ___...._..�.�.� _ -____-._--- - - . . -�:;.::;;;;.;••, _ ,'i {� , n:- � , .. .. ...... . . . . .:.. ... .. . Pro ec .Des- . . _ - t cri tivn� J P. �.... .._�.�.��_.._��.�.� Y. ��._ ____•__•_- _ _ _ �.r ��3 Salve Fnr Spread , ��T �. - .- _ .,..�;._.....�.._.�_�..__ -_ _ _ _ - -•- --•-- - - -� In uf. '-; ��ata� P . �T - � Discf�ar � ~_.__.�.,.��_._...____.�__....�_._.__ ___ �..._ �.�. S.SO�_ 3 - -__.._._..__�__...�_____.._.__..__.....�__ ��.� g ft Is Gutter Width 2.U� ft � Gutter Cross SEape �.US ftlft Road Crass SEape �.a� ftlft Cur�Opening Length 7.afl ft � Dpening Height a.63 ft Curh Thraat Type Hariaontal La�al Depress9on 4.4a in La�a!Depressian Width 4.4a ft Throat Incline Angfe 9�.4� degrees - - -. � - --�: __ _ . —m-�--�---_--�--,:---�-- ---. - :v ��°� - . .:;,,-,-._.____�._. :. � 'y. - "'��•• .., :... . . • , . ..,... ,... . . ;. ,: - - - ...,.. � : .� ,... ,: �. . •.. , , . . . . ..�. ... .: „.. . , ,.:; ,. . I .. . _.„ ,,...• , - Results . .. ..... , ...... �i.`:'•-i�y '� . . � , .. , ... . . . .. .. . . , _:: �._ r:�::;`;:....::. � — — _ �_ ___._ --.--.- -.___________._ ����-�. � . 5�read 35.13 ft Depth �.4fi ft Gutter Oepression 0.11 ft Totaf Depressian a.44 ft Bent[ey 5ystems,Inc. Haestad Meth�ds SolBiaatl�rMaster V83(5�lEC'Cserles 1} j48.11.09.�3j 1012212�15 4:56:0�PM 27 5iemons Comgany Dri�e Suite 2DQ W Watertown,CT 06795 LlSA +1-2Q3-755-1E6B paga 'I of 1 � � Worksheet far CB N�DE �72 - Sum _ G� ...,_,. p -- - ------ --�--�-�--- �----.�._�_____. - - - - _ . -�. . ;� _ Pr - _ , - o'ect�escri 'tion: i :\, :;� : � J .P. � - .-.---��--•...r� _....W.�..�._._. ___ -^---__ -_ _ -..+,-N.-:.. '-'`� �«.I�'�.�. �.._______�,....-- _���_.� � 5olve For 5 read � I - - _ ._. - - - ; - _.__.._._.. - -_ . -. n ut:Dafa - _.,i P , ��,.: � ._�.._�__._�._ __w ___�. _ _ _ - _ - , , . . . .._. . , .. : . ., ... r ....� .,.�•��.�._.._._..._....�.�..._..._...�_.__..,.._____.._.____._._�. �� '.�_r.._3 _r�_._..._.«�..._._...4._..,-..�.�..�__._._._._.._.___..__--'--_ ._ --•. • :; .. �..� I ��. - .. .. . . � . ..- ... . , ... . .. �. �. �:`�� l l Disaharge �.48 !s ; Gutter Witft�t 2.0� ft � � Gufter Crass 51ope a.06 ftlft Raad Cr�ss 51ope �.0� ftlft Curh�pening Length 4.afl ft � Dpening Heighf 0.63 ft Curb Throat Type Horimntaf I�aca]❑epression 4.fl0 in � �.oca1 DepressiQn Width 4.a4 ft Throat Inclir�e Angle 9D.OD degrees �,; -��. -�-- -- - -- - -- -- ��:�--- _- - -- -__.. ,��;:.z�. ---r�- . - - :°;;: -, ¢. Resufts� - - . _ �;;�:=�:'�':: �:z:: _ _ :f:_ ��� _ - f . �,___ _. .�� S�read 18.56 ft � Depfh fl.29 ft Gutter Depressian 0.9� ft Tvtal Depression 0.44 f# Bentley Systems,Inc. Haestad Methods SolBgatl�eF�wvMaster V8i{SELEC�'serles 1) [Q8.7'[.07.03] 1 U1221Z�15 4:55:38 PM 2T Stemons Company Dri�e Suite 2�0 W Watertawn,CT�5795 LISA +1-203-755-16fi6 Page 9 af 1 TECHNICAL DRAINAGE STU�Y Temecula HeaCthcare Center APPENDIX D REFEREN�E 1NF�RMATI�N D1: Da�a from R�FCD &1NCD Manual D2: Hydrvlogic Soils Data D3: Reference Plans 1 -.'I= 1-� J I \�`=...J{ .-. [ >:�• r•�.�.: �i•ti�- - � C� r �.[: c� Y.� r'�Y .•� r ■ T ��S T`��;,ir I s '��:� �(' � o z>,=� ��_ �.f F:. •", '.��14 r 1��''+C��'�* �r y. �i,�',��J��°���. 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Solla Soi1 Rating Palypans � � Enlargemant of maps E�ayond ths scale of mapping can cavse � A � Not ratsd ar not availa6le mfsunderstanding of the detafl nf mapping and a�curacy af soil line � p� Wator Featurc: soils th t ca�d have heen shaw a aemure Idetailsd scale�g�ng � � ,-... Streams ar�d Canals , Tranaportatfon Please rely on the bar scale on each map sheet for map � B� {.}f Ra31s measurements. 0 � � Interstate Highways Sourca af Map: Natural Resaurces CanservatIon 5ervice Web 5ail Survey URL: http:!lwebsoilsurvey.nres.usda.go� 0 �� � US Rautes Coordlnate System: Weh Mercatar[EPSG:3857y 0 � � MaJar Roads Maps from the Weh 5a[l Survey are hased an the Web Mercator rw Q Not rated or not a�a3lable �,��Roads proJectian,whlch preserves direcUon and sha�e Isut dlsforfs `"" d3slance and area.A proJectinn that preserves area,such as the Sofl Rat1nQ Lln•s �c�cground Alhers equal-area conia pmJactian,shvuld ba used if mare accurate '''"'" A . Aerial Photography r.alculatinns of distanCe vr area are required. �` '� This product is generated from the U517A-NRCS certi�ied data as of � g the�erslon date(s]Ilsted helaw. � Brp Soil Survey Area: Westem Riverslde Area,Califumia Survey Area Dafa: Verston 8,Sep 22,2a1S �/ C Svil map units are la�eled(as space allawsJ for map scafss 1:5a,D�� y'+y � ar larger. ''*� � �ate{sy aerfal Images were photographed: Fab 24,2a75—Feh .,r Hot rated or not a�silable 26�2ai 5 Sol1 Rating Palnb The arthophato ar afher hase map on whlch ti►a soil lines were � A corn�lled and dlgitixed probably differs from the ba�kground imagery displayed on these maps.As a result,same minor shifting ■ ►� nf map unit boundar3as may he avidsnt. ■ g ■ � uSbq Natura!R�snurcas Weh Sail Survey 1D12212015 �� Conservatian Servlce Natinnal Coaperative Soil 5urvey Page 2 af 4 ' Hydrolagic 5oil Group—Western Riverside Area,California � Hydrolagic So�l Group Hydrolagic Soil Group—5ummary k�y Ma�a llnit—Western Ri�erside Area,Califvrnia�CA679� Map unit symbol Map u�it name Rating Acres in A01 Percent of A�I ' AtC2 Ariingtan and Greenfield C 17.5 $.3°� � ' fine sandy laams,2 to ' 8 perce nt slapes, eroded � At02 Arlington and Greenfe�d C 1.1 �.5°/0 , �ne sandy loams,8 ta 15 perc ent slo�es, eroded Cf China silt Ivam,drained, C1D 2.5 '1.2°/0 ' saline-alkali GIC Gorgania loamy sand, A �.8 1.3°Io deep,2 fo 8 percent , slopes GpB ' Grangeville sandy Ivam, AID Q.1 d.d°/a drained,saline-a[Ecali, 0 to 5 percent s[opes GrB Grangavi[�e sandy laam, AIO 7.0 3.3°/0 sandy subsfratum, � drained,D to 5 percent slapes GtA Gr�nge�ille fine s�ndy A10 41.4 19.7°/a loam,drained,❑to 2 percent sl opes GvB Grange�ille�ine sandy B10 1.7 D.8°Io IQam,saline-a[kali,a to 5 perc ent slapes GyC2 Greenfield sandy]oam,2 A 40.2 19.1°/o to 8 percent slvpes, eroded HaC Hanford loamyfne sand, A 3.5 9.7°Io 0 t�8 percent slapes HcC Hanford c�arse sandy A 19.8 5.G°/o loam,2 tv 8 percent s�opes RsC Riverwash 2.8 1.3°/a Ru� Raugh broken land 1.2 �.6°/0 VIC� Visalia sandy loam,D fa A 73.9 35.1°/o 8 peraenf slapes, ervded VmA Visalia f ne sandy�oam,U A �.7 1.3°/0 to 2 percent slopes Tofals for Area of Inferest 2'[0.2 '[aaA°/a � Natural ResoUrces Web 5oi15urvey 1�12212015 Canservat[vn 5ervice Nationaf Caoperati�e 5oil 5urvey Page 3 of 4 Hydrolvgic 5ail Graup—Westsrn Riverside Area,Califomia Descriptian Hydrologic soil groups are based on estimates of runvff pvtentia[. Soils are assigned to one vf fvur groups according to the rate af water infiltration when the svils are not protected by vegetation,are thoroughly wet, and recei�e precip�ta#ion ' from long-duration storms. � The sails�n the United Sta�es are assign�d to four groups �A, 6, C, and ❑}and � �hree dual classes �AID, 61�, and GID}.The groups are defined as folfows: � Group A. 5oils having a high inf[tration rate{Ivw runoff patential}when thoroughly ; wet. These consist mainly of deep, welf drained�o excessive[y drained sands❑r gra�elly sands. These soils ha�e a high rate of water transmission, Group B. 5oils ha�ing a moderate infilfration rate when thoraughly wet. These cvnsist chiefly vf moderately deep or deep, modera�ely well drained or we[[drained soils that ha�e moderately fine texture to mvderately coarse fexture. These soils ha�e a moderate rate of water transmission. Group C. Soils having a slow infi[tration rate when thvrvughly wet.These consist chiefly af soils ha�ing a Eayer that impedes#he downward mo�ement of water❑r soils vf mvderately fine texture or fine texture.These soils have a slow rate af watet transmission. , Group D. Soils ha�ing a very s[ow infiltration rate �high runoff pot�ntial}when thoroughEy wet. These consist�hiefly of�lays that ha�e a high shrink-swell potential, soils that ha�e a high water table, svils that have a claypan ❑r clay layer at or near the surface, and sails that are shal[ow o�er nearly imper►�ious material. These soils have a�ery slow rate of water transmission. It a soil is assigned to a dua[ hydrologic graup {AIO, BIO, ❑r CID}, the frst le�ter is for drained areas and the sec�nd is for undrained areas. anly the svils that in their natura[ condition are in group D are assigned to dual classes. Rating �ptions Aggr�gafion Me#hod: Dominant Conditivn Camponent Percent Cutoff None S�necified Tre-break Rule: Higher U� Naturat Resources Web 5ail 5urvey 9 d12212015 Canservation Serr►ice National Caoperative Sail Survey Page 4 of 4