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PERMFILE46875
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PERMFILE46875
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Entry Properties
Last modified
8/24/2016 10:48:58 PM
Creation date
11/20/2007 12:57:22 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977210
IBM Index Class Name
Permit File
Doc Date
3/23/1990
Doc Name
HR-6 SNYDER QUARRY CAP
Section_Exhibit Name
HR-6 QUARRY CAP
Media Type
M
Archive
No
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SUB -BASIN lAs AND IAb <br />Qs <br />= 8.1 <br />CFS <br />Qts <br />= 9.9 <br />CFS <br />Q2B <br />= 12.3 <br />CFS <br />Quo <br />= 17.5 <br />CFS <br />OWNER: CITY OF COLORADO SPRINGS <br />i <br />i <br />i <br />EXIST. 24" CULVERT <br />HW /D =2.3 <br />CAPACITY =25 eft <br />EXISTING 24" CMP FACIITY <br />ACTUAL LOCATION\ <br />24" CMP <br />EXIST. CURE <br />ad BUTTER <br />' \O <br />p <br />-- <br />10,500E to" CMP <br />�n l CHANGGE UNKNOWN) 1 <br />®// <br />CURII and -4-N � -IJ(„ <br />�2 SMR EXIST. 124" <br />/ (not in I e ' <br />DRA E 1 <br />,EDGE of . • / 54" _ <br />PAVE <br />PROPOSED CULVERT QEL 4� �/ f <br />PROPOSED 24" CMP - P A <br />PER DRAINAGE MASTE II,,,�Q <br />THIS LOCATION�LED IN S•�\V �, bd <br />RELOCATED AS <br />SHOWN ` P F / <br />(LQ•/ 9P.1 �•� / ' � V I El <br />' 1- ✓�_ 1 XISTING NATURAL <br />A i <br />�S Ply hd DRAINAGE COURSE <br />XN �/ EXIST I / / \ (HR -7 OUTFALL) <br />BER <br />bd50 <br />420 <br />-'6 j <br />CAP SUB -BASIN <br />1 <br />1 6430 HR -r7 <br />— CEDAR"HTS. EIL. No_7 � ) \ % j� f /510 \ \-.// <br />/'� / Z� b j ASTER PLANNED SUB —BASIN 1.1 <br />_ FAASTER-YL PROPOSED - GMP <br />(ao# incivded in DRAINAG <br />AN ) ' J l� <br />-Q+o =46 2 cFs / / P PROPOSE665d %�l <br />HR -6 CULVERT ('C CAP SUB-BASIN <br />—Qwa� its— "/L �i p.0i / / b5,- (HR- 6 /HR -7 BOUNDARY <br />C�S C / /L/ EZ4 QCrN��!!TURAL� CEDAR HTS. FIL. NO.1 (DRIP) <br />,p / GE COURSE\ I.I.C. <br />--✓ / "UTFALL) <br />EXIST. 54" CULVERT <br />HW /D =1.9 <br />CAPACITY =170 cis <br />J P17E iPACITY (30 ") =102 cfS <br />IRP <br />CU <br />RB and GITE R <br />6400 <br />! L/ <br />6410- <br />- E 420 ^- <br />bi I_ <br />7 <br />♦ ,'�VING 54 "CMP <br />54" CMP per DRAINAGE <br />MASTER PLAN) <br />Qlo = 46.7 cfs <br />Qz5 =57.0 cfs <br />Qloo= 79.2 cfs <br />\' 3.23 q0 <br />FINAL DESIGN ANALYSIS FOR <br />HR -6 SNYDER QUARRY CAP <br />Vbering, Wurth &Associates <br />Consulting Civil Engineers <br />Registered Land Surveyors <br />1015 Elkton Drive <br />Colorado Springs, Colorado 80907 <br />Phone(303)5314200 <br />EXHIBIT B <br />o, <br />=_N <br />
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