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HomeMy WebLinkAboutDrainage Plan • O N R Brundage Estates Subdivision N . 1 F o PEAK LOW STORM DRAINAGE VOLUME M I Q2-0.5012A (Assurrs C - 0.50) Single Family V2 Area 468 (Assumes C - 0.50) Water Quality Storm I - 0.26 Ty. Job 4 - - -No 2 0903 Q2s O.50125A (Assumes C 0.50) Single Family V2s Area 1242 (Assumes C 0.50) 1 0.69 4. . �: . w,.a ,, �_• 23-Oct 2 Q,00 0.50 11 ooA (Assumes C 0.50 Single Family 'V1Qfl Area 1728 Assumes C 0.50 I 0.96 BASIN AREA T 1 1 I V c V V 2 2 a C� Q ,00 " 5 QO 2 Q25 100 2 25 r < NO. acres minutes cfs cfs cfs cubic fbet cubic fbet cubic feet p .w . Brundage Estates Subdivision No.o. 1 I � N 2",w. 1 1.20 13.70 0.62 1.64 2.58 0.37 0.98 1.55 562 1490 2074 b. a " 2 2.00 13.50 0.62 1.65 2.58 0.62 1.65 2.58 936 2484 3456 3.20 13.70 0.62 1.64 2.58 0.99 2.62 4.13 1498 3974 5530 y • i 3 2.50 30.80 0.40 1.04 1.51 0.50 1.30 1.89 1170 3105 4320 I 4 3.70 30.80 0.40 1.04 1.51 0.73 1.92 2.79 1732 4595 6394 , p e, 6.20 30.80 0.40 1.04 1.51 1.23 3.22 4.68 2902 7700 10714 �3 fi A >o� 5 1.90 25.30 0.43 1.14 1.58 0.41 1.08 1.50 889 2360 3283 .. .. 6 1.80 24.80 0.43 1.15 1.81 0.39 1.04 1.63 842 2236 3110 w,a 2.0 AC. ,. .rr 3.70 25.30 0.43 1.14 1.58 0.79 2.11 2.92 1732 4595 6394 .� m .k m. .w. Linder Road A- Phase 1 0.25 10.00 0.69 1.85 2.58 0.09 0.23 0.32 117 311 432 A °� A- Future Linder and Phase 1 2.00 10.00 0.69 1.85 2.58 0.69 1.85 2.58 936 2484 3456 : 0 AC . . G 1 • B 1.10 10.00 0. 9 1.8 2. 1. 1. 1901 off. 4 5 5 o �1 ..... LU a: 1 .•.. .. • ..... •..w..! .- .....:..: ']. mot. AC :P .,,...,<... ,.,.. .. .r- - ..� W. HARRIS ST. „ f.HARRIS ST. TC TC ..1•'F, .y L _-9,. .................... .......... l r`S!rt. •C - i T, r. .T .:• ...... ......................... .. .. ... .. ...... ... 2 2.0 AC. ........../.... 06 : • •• . •'a ' ::ti3iaaa'oii" 'ioeraaarr:v:�::........ ....-.... LdGND ELEV - 2702.0t .. .............. Air ............. 1.1 AC. CD .. w �TC °,.. W.BRIARCLIFF ST. .....2706............... z n S3 w r 3 5 -1 = 2.5 AC. o GND ELEV 2704.0t ..... ........ W 1.9 AC. ............... 2,7 ...... ® 1` 1.8 _J W LU 3.7 AC.' � cri >o ~ Al : . 80 40 0 80 160 240 .. ... ... 708 2708� .. ....... 4 SCALE IN FEET 6c .•,' . . . . a . wn. ............ � 1 :. >>�• S ....... a >� p g .. LEGEND ........ ... 9' ......... `f 271 DRAINAGE BASIN NUMBER n` 3 1.4 AC. WITH ACRE AND BASIN r. BOUNDARY LINE TP-2 TEST HOLE NUMBER AND A _ ELEV 2702.0� GROUND ELEVATION AT GND E T.H. o TC . _ TC • ............ + -�- TIME OF CONCENTRATION 2710 , -a - - V GUTrER --- STORM DRAINAGE COLLECTION SYSTEM GI 1� r STORM DRAIN BED .............. - `: ?jam • ... 3 SURFACE FLOW DIRECTION 2.5 AC. 2711 .•s - - - SUBDIVISION BOUNDARY 6 FETC .... 2540 ...... 5' CONTOUR LINE o �L '.."�::.-. -•. '. '.... . .:, qb Tc .. ...._...... .... ...._ ..... 1sCO NTOUR LINE G .. 4 3.7 AC. 2712FO ~ `` • V.. 1 .. REVISIONS ENGINEER EER SCALE 1 =80 ,o�AL BRUNDAGE ESTATES ENGINEERING SOLUTIONS, LLP cgs GEMS F�yG,� DWG.DATE 11/01/24 4 Kathleen M. Stroschein, P.E, �� �,\ FO 'L�, �> to PROJ. NO. SION N 240903 SUBDI ,�... 1029 N. ROSARIO ST., Ste. 100 • �> MERIDIAN, IDAHO 83642 SECTION! 25, T.3N., RAW., B.M. SHEET 1 OF 1 Phone (208) 938-0980 �, 01 NAMPA, CANYON COUNTY, IDAHO E-Mail: Kathys®engsol.org '�► �� y��qr ®F 1029 N. ROSA IO STIR., SUITE 100 THIS DRAWING OR FILE CONTAINS INFORMATION OWNED BY ENGINEERING SOLUTIONS,LLP AND WILL �//� DLO MERIDIAN, IDAHO 83642 �> BE GOIiERNED ONLY BY ENGINEERING SOLUTIONS. THESE CONTENTS MAY NOT BE REPRODUCED OR �• S� DRN - 1 _ _ DRAINAG E PLAN Phone (208) 938 0980 Fax (208) 938 0941 MAY ONLY BE USED WITH THE PRIOR WRITTEN CONSENT OF ENGINEERING SOLUTIONS,LLP 240903-DRN.DWG