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Home My WebLink AboutSW6140703_HISTORICAL FILE_20141016 (2)STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. sw_y�Q o DOC TYPE ❑ CURRENT PERMIT APPROVED PLANS PHISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE YYYYM M DD u�c( GApplication Completeness Review t/First Submittal ❑ Re -submittal Date Received: , // Date Reviewed Development/Project Name: 'T%Ia Lam. 4 ep, 0 : Ic— Receiving stream name X* -F-f �Jg ni.lJ Classil River Basin:CAba f. 6 -f-Y-t-c ck AAP •i--J l,,!C By Bill Diuguid— For post-cons*uction requirements, a program will be deemed compliant for the areas where it is implementing any of the following programs: WS-I, WS-II, WS-III, WS-IV, HQW, ORW, Neuse River Basin NSW, Tar -Pamlico River Basin NSW, and the Randleman Lake Water Supply Watershed Nutrient Management Strategy. High Density Projects that require a 401/404 within an NSW require 85% TSS, 30% TN and 30% TP removal. T&E Species (Goose Creek, Waxhaw Creek or Six Mile Creek Water Sheds): )iAI Latitude and Longitude: 3S 00 / 8. 88 —79 /8 zR o6 Jurisdiction No k, tc.aN fi �aa� Project Address: a'f-F F4/ Foect mo Engineer name and firm: !Svpytl15?reo✓u �.,� '.47,/4 Phone:9/o — 4z6—(0497 X / o2 Email: Sbea..r.ld 4c1 r.+osv/.f.��s. v~ Is the project confirmed to be in the StattM LStncmwaterIettuiLfurisdu s or ❑ No �- Low Density (no curb and gutter) I nw Density with curb and gutter outlets ❑ High Density ❑ Other AJ/ A( 5 01/404 impac s to surface waters, wetlands, an ourrerer letter and/or add info letter) VTr UA Z C heck for $50 .00 included a,�riginal signature (not photocopy) on application of Legal signature (Cor59ration-VP/hiq�her, Partnership -General Partner/higher, LLC- ember/ma a r, Agent). I Check spellinq, capitalization, punctuation: http://www.se6retary.state.nc.us/corporations/thepage.aspx I If an agent signs the application, a signed letter of authorization from the applicant must be provided which includes the name, title, mailing address and phone number of the person signing the letter. R/ Copy of property deed showing ownership or control ® For subdivided projects, a signed and notarized deed restriction statement al/Sealed, signed & dated calculations o"'Correct supplement and O&M provided for each BMP on site (check all that were provided & number of each) ❑ Bioretention ❑ Rooftop Runoff Management ❑ Dry Detention Basin ❑ Sand Filter ❑ ilter Strip ❑ Stormwater Wetland DECEIVED Gr Grass Swale O O Infiltration Basin ❑ Wet Detention Basin C�Low Density /, JUL 18 20% ❑ Infiltration Trench ❑ Curb Outlet ❑ Level Spreader ❑ Off -Site DENR-LAND QUALITY ❑ Permeable Pavement ❑ NCDOT Linear Road STORMWATER PERMITTING. ❑ Restored Riparian Buffer ro sets of sealed, signed & dated layout & finish grading plans with appropriate details OCT 1 6 2014 /: /(wNarrative Description of stormwater management provided d Soils report, geotech information provided o/ Wetlands delineated or a note on the plans or in the accompanying documents that none exist on site and/or, ,,adjacent property tf /details for the roads, parking area, cul-de-sac radii, sidewalk widths, curb and gutter, u iUimensions & slopes provided �// Drainage areas delineated ❑ Pervious and impervious reported for each ❑ Areas of high density d MP operation and maintenance agreements provided Bf Application complete ❑ ApplicQtion Incomplete Returned: (Date) Comments A_��l7 G✓ / S ruffs April 26, 2013 Revision, Bill Diuguid North Carolina Secretary of State Page 1 of 1 Account Login Register North: Gamlfna: Elaine-Fi Marshall DEPARTMENT OFTFE Secretary SECRETARY OF STATE PO 132it2>:= Ralar}r,NCGr76Kc )Ar'2 f5.93V7-aQ0 Date: 7/15/2014 Click here to: View Document Filings I File an Annual Report Print a Pre -populated Annual Report Fillable PDF Form I Amend A Previous Annual Report Corporation Names Name Name Type NC M.C. L., LLC LEGAL Limited Liability Company Information SOSID: 1259203 Status: Current -Active Effective Date: 5/14/2012 Citizenship: DOMESTIC State of Inc.: NC Duration: PERPETUAL Annual Report Status: CURRENT Registered Agent Agent Name: ROBERTS, CHRISTOPHER G Office Address: 3102 N MAIN ST HOPE MILLS NC 28348 Mailing Address: 3102 N MAIN ST HOPE MILLS NC 28348 Principal Office Office Address: 3102 N MAIN ST HOPE MILLS NC 28348 Mailing Address: 3102 N MAIN ST HOPE MILLS NC 28348 Officers/Company Officials OCT 1 6 2014 This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version: 3617 http://www.secretary.state.nc.us/corporations/Corp.aspx?Pitemld=9998392 7/15/2014 ,4 106drtdicam of Approval for Recoratng BK:010IL PG:0281 ,0284ereby certify that this transaction FILED I HOKE COUNTY NC hereon has been found to comply with the Suudivlsion Regulations of the County of CAMILLE HURST I 8 RFC.IST R OF f)FFnC rvake, North Ca«ema, and that this has FILED been 3pp,oved for lecotnlrg in the O!ffke Jen 21, 2014 Of ttra f Roister of Deeds of Hoke County TIME 03:31:04 pm BOOK 01067 START PAGE 0281 END PAGE 0282 INSTRUMENT# 00410 RECORDING $26.00 NORTH CAROLINA GENERAL WARRANTY DEED EXCISE TAX " $450.00 Parcel IJramaer No, 6910 4MI-013 Return to: Single Source RES, Inc, 2919 Breezewood Ave, Ste 300, Fayetteville Thh km®eQan peyr.a br.Emib RGmma Am -No TIWCmiOotloobype itmorvey KC 28303 Bdefdm¢eoo N Ile lodes 3626 eag, PmpatyplSWY-Rkhmmtl d CA I.I.0 Surrey fa Je6ery M lomx THIS DEED ede ath a my vfJwm, L114 by and benvea GRANnJR GRANTEE HC VetIan LLC, a Worth Groom 11dId IhhWty <o,p M.C" LLC, a Noatk Carona Road RebaJty PG aoa 31N ampaq,]t@ N. Mtlm SYrtel Wmeogmti NC 2ac06 Hope Mier,, NC 3HNT OCT 1 b The dedymrke GrmrcN Gnaaa o u,d beret. 0.11 h it* pia Perim thsb ham stlaeaors, ad mlyq erd dot behae simpler, puaal, epmibe, fcnhbe or roam u requite by moat. W ff NESSEIN, that arc Grmbr, fa a vahubie cwuiMa0cm peM by ate Goatee. Am,aeipr orwhid'o hveby admwwkdpd hn vtl by tome prverm Don ip t bvph.pll arelooaa arm ate Greece hf tarok 0 the cehin Morpvrel mrlattle. hate e.erWa Towmhip, Hoke Canty. North G im w nee pertiahrty der ulolmwv LyLV md being in Raeford 2'omatp11,41, Rote Comrry, North Carolina lad being all of&& 342d A. pa sbvoter oa plat mddeg 'Property ofSaurWInitiated d Cee LLC Sarvryfor Jefjeg MLomo r'drmm by FrA. Garradhf dm, dayedMarrb 24, 19" and nrnrded in Part Cablad 2, S1Me 2-0, Map 004, Rote CountyPaMic R2&fR Thpmpmyben®bvndmnbed wmmgvirdby Gnmprby iwmmartmdrd heook 661 at PeptJ; HokeCounyeepuerm/ All or a pefim ofthe property herein conveyed doe, not include dx pdonry residmee a. Comer TO HAVE ANDTOHOIDweefpepia loralmsrlmrlateardw pivikW ed atpvsmaae, rhvembelapiymtheGaosh ke avrok Ad the Gimp ap®m wah the Gook thetGrmv h t®J dthe n®hfxtivryk.hesater�tmevnrey rhpen kfa dopk, den rate h mmkmbk ed eve ud cker ofdl ercratkmq ed atu GrWa two wpm ma defend the ede ayka the hwfidchiveorapeereawbmuoawe,other atefmllowi%aagkn,: NCtr Afaiaw va. N. J o ore. e..:.ao wmro ekd b Apma M Oe rrC d Amdem F7 - ►OR RlCOtDIH91 tux WMtV1f0t . 1067 1. 2014 Pro -rat d taxes. BK: 01067 PG 0282 0282' IN WITNESS WHEREOF, the Grantor has duty executed the foregoing as of the day and year first above written. Dr&7 r-Y'�"`-' (SEALI By: Don Tickle, Member/Mannger STATE OF NORTH COUNTY OF HOKE 1, the undersigned Notary Public of CU,,.,�+w.f-+� County, State of N C certify that Don Tickle personally appeared before me this day and acknowledged that he is a managing member ofHC Venture, LLC, a North Carolina fanned liability corporation, and that by authority duly given and as an act of the corporation he signed the forgoing instrument in its name on its behalf a its act and deed Date: I j 15 / 14 (SEAL) 4 0 Pub My wmmission expires: Y � 5 . { NC Bar Arroeia6w Fwa No. ) 01976, RevisedC 1112010 R by A®mneer w an NC Ib Arr¢eaion OCT 1 6 2014 +4n :JITE ,50LUTION6, INC. LNC,INLLRINC, The Legends Subdivision Storm Water Narrative LAND The site is current] undeveloped. The site is being developed as a single family residential SU RVCYIN4' Y P g P g Y CONSTRUCTION development. The site drains to existing channels or open lands that surround the entire site of this LAYOUT project. C,PS SLRVICLS LAND The site meets the qualifications of a low density development. The average density for the DLVLLOPMLNT development is 1.7 units/acre compared to the maximum of 2 units/acre to satisfy the requirements set forth by NCDENR. The roads have roll back concrete curbing in order to convey the storm water to the curb outlet swales. The roads in the subdivision were designed in accordance with NCDOT. NCDOT does not allow turn outs (flumes) in the curbing for maintenance reasons. Storm boxes were placed in the road in accordance with the maximum allowable spread. To the extent practical, the storm water was immediately released in grassed swales in lieu of storm pipe. Based on our study and review of the NCDENR BMP manual and NC Session Law 2006-246 Section 9 paragraph c, the Belmont Subdivision meets and/or exceeds the requirements and intent for low density development. ' OCT 1 6 2014 __ Lc JAL Uv,I r _1 409 CUICA40 DRIVL SUITL 112 FAYLTTLVILLL Nc za5o6 PUONL 910 426-6777 FAX 910 426-5777 ri �o uToNS. INC. LNf, I N LLR I NS I July 15, 2014 LAND 5uRJEYINC, NCDENR Division of Water Quality CON""'TION Attn: Bill Diuguid LAYOUT 512 N. Salisbury Street GP5 .SLRVICLS Raleigh, NC 27604 LAND PLVLLOPMLNT RE: Phase II Storm Water Submittal, The Legends Subdivision, Hoke County, North Carolina Bill; We are submitting the Phase II Storm Water permitting package for The Legends Subdivision. Please find enclosed 2 copies of the construction drawings, application and supplement form, calculations, storm water narrative and a check for $505.00. I look forward to working with you on this project. If you have any -questions or concerns, please feel free to contact us. Sincerely, 4D Site Solutions Inc. Cn'lN Scott Brown, PE sbrown@4dsitesolutions.com Enclosure d09 CNICAC,O DRIVL 6UITL 112 FAYLTTLVILLL NC 2aso6 PIA ONL 910 126-6777 FAX 9lo 426-5777 OCT 1 6 2014 +,50LUTION,5, INC. ENC, I NEERINC, LAND 3URVEYINC, CONJTRUCT I ON LAYOUT GPI SERVICES LAND DEVELOPMENT 4o9 cUIC44'O DRIVE JUITE 112 FAYETTEVILLE Nc 253o6 PUONE 910 426-6777 FAX 910 426-5777 , July 30, 2014 NCDENR Division of Water Quality Attn: Bill Diuguid 512 N. Salisbury Street Raleigh, NC 27604 RE: Phase II Storm Water Resubmittal, The Legends Subdivision, Hoke County, North Carolina C Enclosed are the revised sheets per our correspondence for the swales being mislabeled on the plans for The Legends Subdivision. There will be no O&M for swale #5 because this is an existing road side ditch that will not function for a Phase 11 storm water measure. I look forward to working with you on this project. If you have any questions or concerns, please feel free to contact us. Sincerely, 41) Site Solutions Inc. Scott Brown, PE sbrown@4dsitesolutions.com Enclosure OCT 16 2014 RECEIVED 'Ill ,i 12014 DENR-LAND QUALITY STORMWATER PERMITTING Diuguid, Bill From: Diuguid, Bill Sent: Tuesday, July 29, 2014 4:02 PM To: 'Scott Brown'; 'Ben Lail' Cc: Randall, Mike Subject: The Legends Subdivision Phase II stormwater application- 56 lots I don't see the Grassed Swale Supplement or 0&M agreement for Swale #5, north of Legends Drive. I first thought maybe I had lost them, but it's unlikely that I would have lost both forms for #5. I have the others, one thru four and six. Could you check and see if you just forgot to print them out, etc. and send that to me? These will be coming back to you with the new permit number on them for recordation. Maybe just email them to me, and sent signed originals later. I'm hoping to issue this permit this week, as I will be on vacation next week Aug 4-8th. Mike Randall can answer questions next week. Bill Bill Diuguid, AICP, Planner Stormwater Permitting Land Quality Section Division of Energy, Mineral and Land Resources I NCDENR 1612 Mail Service Center (Mail) OCT 1 6 2014 512 N. Salisbury St, Raleigh, NC 27604 1 9th Floor (Location & Parcels) Raleigh North Carolina 27699-1612 Phone: 919-807-6369 1 Fax: 919-807-6494 Website: http://portal.ncdenr.org/web/wg/ws/su E-mail correspondence to and from this address maybe subject to the North Carolina Public Records law and maybe disclosed to third parties. THE LEGENDS STORM WATER CALCULATIONS CA tb 1 EAL - 027452 - Sco......... p, OCT 1 6 2014 a J•n 4. ry,� ��'' O�a.� l,rr, �'r i'Q•r��¢��'3>d;QGy - 1:a38 "_ - St D;'"aU i. r DATE 04-02-34 DESIGN PHASE PRELIM PROJECT NAME The Le ends Subdivision PROJECT NO 903 CONSTR ice( / REVISION LOCATION Hoka Coun North Caroline BY BML RECORD OTHER 7 // CHECKED BY CSB (SPECIFY) 0.013 � zze n 26 STORM DRAINAGE SCHEDULE CONTINUED AREAS INLETS INLET AREA AC INLET Cc RUNOFF COEFF. INLET DISCHARGE CFS) 0 N) UPSTREAM BYPASS CPS O(-) INLET BYPASS (CFS) CAPTURED INLET DISCHARGE (CFS TOTAL AREAS (AC) INLET TIME (MIN) PIPE TIME IN T. TIME OF CONC. IN I INTENSITY (INMR) Cc RUNOFF COEFF. FROM TO CI-1 FES2 CF1 1.59 0.65 4.13 0,00 D.pO 1 4.13 1.58 500 D.Op 5.00729 0,65 CF3 CF4 C43 1.DD 0,46 I'M 000 0.46 1w 1.00 , .11 0.00 1 5.00 1 7.29 0.46 C" CF5 CH 0.61 - 0.55 LBO 0.46 " I- 1.m 1.61 5.Do 1 0.78 5.78 1 7.11 049 CL5 FES-20 CF5 0.45 0.50Do'N 044 0.28 I'm 2.05 5.m 1.30 6.30 7.00 0.50 CI-B C69 C48 1.00 Od6a00 048 I'M 180 5.00 0.00 5.00 729 0.46 CI-9 CI-10 CI-9 0.64 048046 DAD 1.29 t64 5.00 0.53 5.53 ].1] OA] C410 C411 CI-10 0.32 05204D 0.19 0.88 196 5.00 1.03 6.03 1.06 0.48 CI-01 CF12 CN1 0.23 0.530.19 DA6 D.. 2.19 5.00 1,40 640 6.97 OAS CI-12 I FES-13 DI-12 1.06 0.68 1 2.96 0.08 1 O.DO 2.% 3.25 5.00 t76 6.76 6B0 0.55 CH4 DN4A CI-14 0.54 051 i'mTso 0.00 081 5.00 0.00 5.00 T.18 0.48 0610A I C48 D61M D.64 I 0.51 I L90 am 0.00 OM am O.BB 1.81 5.00 Od6 548 ].18 0.50 I I CLS Eil FES�1 CI-5 1.19 0]5 3.51 13.00 am 3.57 1.19 5.00 am 5.00 1.29 075 I I I I I 31wmDMpa br5pes0.�Yr t6YEgn N. AIS . Tlba. 1214GM P.,1 04 • ' It RAINAG ETHYD ' ' ANALYSIS 1 DATE 04-02-14 DESIGN PHASE PRELIM PROJECT NAME Tha L ends Subdivision PROJECT NO 903 CONSTR /%/ REVISION (LOCATION Hoke County, North Carolina BY BML RECORD OTHER CHECKED BY CSB (SPECIFY) n= 0.013 a= 226 h= 26 STORM DRAINAGE SCHEDULE - CONTINUED p DISCHARGE -ICES - p SIDE- STREAM (CPS)(IN SLOPE DIA_ CAPACITY (FULL) _ CF _ V FULL PS LENGTH SEGMENT TIME IN UPPER INV. LOWER INV. UPSTREAM TOP ELEV. FROM TO CIA FES2 ].53 000 00030 24 124 3.9 73 0.31 37522 3]5.00 378.83 CI-3 C14 3.35 0.00 a.0050 15 4.6 37 174 076 37&M 375.93 380.31 C14 CFS 5.116 0.00 OWSO 18 7A 42 131 0,52 375.88 3]562 379,43 CI-5 FES20 7.14 0.00 O.00q 18 7.2 4.1 154 0.63 015.02 374,30 378.88 I 9,10 5]5 1124 DM CI -a CF9 0.0032 24 12.8 4.1 129 0.59 3]385 37324 F 379.24 CI-9 C1.10 0.0030 24 12.3 3.9 118 050 37324 372.89 378.% Dill) CF11 12.93 I 0.00 0.0030 24 12S 46 89 D97 372,89 372.62 1 377.93 CI-11 CI-12 13. 11 0.00 0.0030 30 nS 46 99 0.36 372.62 372.32 1 3T/.45 CI-12 FES-13 IBM 0.00 0.0031 30 22.9 47 48 0.17 372.32 372.17 1 376.97 CI-14 01-14A 3,47 0.00 5.75 060 ODOt9 15 4.5 3.7 1D2 046 374,50 374.00 1 378.34 DI-14A C68 0,M52 18 7S 4.3 87 026 374.00 373.85 1 3T].T] I CI-6 FES-7 8.51 0.00 0.0011 18 57 3.8 85 0.97 373Aa 3T295 378.99 I I I I 4.2 D. W 0.0030 15 3S 2,9 98 0.51 37943 379.17 381.50 344 0.00 0.0038 1 15 4.0 3.3 91 048 378 ]0 378.35 380.25 I I I I I I 1 I Spm Rama^IUSa.+e au 10-14M Dn 711 ¢ 111Ym-. lZIIvM M19.2u14 'ST• ' " " 1 DATE 04-02-14 I DESIGN PHASE PRELIM L PROJECTNAME The La ends Subdivision PROJECT NO 903 CONSTR //X// REVISION / / LOCATION HM C.Jnty, North Carolina BY BML RECORD OTHER L CHECKED BY CSB (SPECIFY) n= oD13 g= 226 h- 28 HYDRAULIC GRADE LINE CONTINUED BEND LOSS MS 90 DEG=O] W DEG-02S W DEG=0.55 15 DEG=9.10 PIPE HYDRAULIC SIOESTREA HEAD LOSS BEND FRICTION FRICTION AREA RADIUS SUMMATION HI He He Hb HI LOSS SLOPE VELOCITY CFS K F FPS FROM TO CI-1 FES2 3,1415 0.5000 I I D.W 008 I OD2 O.W O.W 0.20 0.70 0.W11 2.39 CI-3 I CI-4 1.2272 1 0.3125 1 0.00 047 0,03 0.04 D,OB 0.62 070 0.W27 2.72 CH CFs 1]8]1 1 0,3750 0,00 0.38 0.04 OW O,W Od9 0,10 O.Wn 3.1D CI-5 FES-20 1.7671 1 0,3750 0,00 0.71 O.W OW 003 0.88 U.10 0.0048 402 I DI-8 CI-9 3.1416 O.SWO S.75 0.21 0.03 0.05 D.W 1 0.37 0.70 D.W18 2,W CF9 CI-10 3.1416 0.5W0 5.75 0,29 OSS 0,07 0.W 0.46 0,28 D.0025 3.% CI-10 CI-11 3.141B 0.S0W 5.75 0,26 O.W O.W 0.07 047 0.28 0.W29 3.91 CI-11 C412 4,9087 0.62W 5.75 0.10 0,03 Du 003 0.20 0,28 0.W10 2,65 CI-12 FES13 4,9087 0.62W 575 0.09 0,05 OW 0,14 0.36 0.70 0.W19 3.64 C41d DL14A 1.2272 0.3125 0,00 p.29 003 OA4 0.09 D.45 070 0=9 2.81 DI-14A C48 1.7671 0,3750 0,00 D.20 004 006 0.02 0.31 0,10 O.W30 324 I FES] 1.]6]1 0.9]50 000 032 0,05 0.0] 0.15 UM 0.70 0.W38 3.67 I I I I I I I I I 1.2272 03125 0.00 0.28 0,03 004 0US 041 MO O.W28 2.]9 Siam pYnpeM SPM4>* 16YFJ.R D 7/15W14l * 1Y14PIA P4T3N4 �STORM-DRAiNNGE-1-HYDRAULIC-GRADE-CINE---------,-----fDATE I 04-02-14 DESIGN PHASE PRELIM /_I OJ (PR LECT NAME e ends Subdivision PROJECT NO 903 / CONSTR X I,The REVISION / / (LOCATION Hoke Countv. North Caroline BY BML RECORD / / OTHER 1 / CHECKED BY CSe (SPECIFY) n= 0.013 g= 226 h= 26 HYDRAULIC GRADE LINE - CONTINUED DESIGN CRITERIA: 1. DESIGN FOR THE 10 YR STORM 2. ASSUME TIME OF CONCENTRATION TO AN INDIVIDUAL INLET= 5 MIN.(Unlees otheilse noted) 3. INTENSITY =y(Mn, FOR 10 YR STORM (9 and in were delved from RelalgM1Dprtum Inteneiry- Ounmon-Frepuenq Chars, REF: NO Erosion and Sediment Commit Planning and Design Manaij 4. MANNINGS'n' FACTOR- 0.013 5. RUNOFF COEFICIENT Cc=0.50 (Per CR-7107) OUTLET W.S. ELEV (FT) INLET W.S. ELEV. FLOW CONDITION CONTROL FREE- BOARD COMMENTS FROM TO OUTLET INLET UGE CONTOL CONTROL (FT) (i CI-1 FES-2 376,W 376.80 376.47 37B.80 t OUTLET 1 2,03 OK EXISTING GROUND 375.Op LI-3 L4 376.96 377.58 377.75 377.75 INLET 2.56 OK C14 CI-5 376.47 376.96 37587 37&% OUTLET 2.47 OK C1.5 FES-20 375,50 376,38 376.47 37647 INLET 2.191 OK 1 EXISTING GROUND 372.75 1 376.03 375,66 375.01 374,79 378.03 37568 GI-8 1-9 375.86 OUTLET 321 OK CPB LI-10 375,20 OUTLET 280 OK Cklo CI-11 374.73 37520 374.55 37520 1 OUTLET 2,72 OK CI-li CI-12 374.53 374.73 374,18 374,73 OUTLET 2.72 OK C1-12 Fl 374,17 374.53 374,15 37453 OUTLET 244 OK EXISTING GROUND 372.17 1 1 378.35 376.D3 I CI-14 DI-14A 378,80 1 37547 378.80 OUTLET I 1.54 OK DI-14A CI41 378,35 1 375.91 37635 OUTLET 1.42 OK CI-5 FES-7 373.95 3]4.55 374.43 37455 OUTLET 244 OK EXISTING GROUND 372.5 380.17 98075 380.54 380.75 OUTU-_ 'OK370.35 370.76 3]9.68 379.79 OUT OK 6bmi GenepeM SpW Cq 10.YUA Dire 7J15=147M. 12:14PM Pege404 Carolina Storm Outlet Structure FES No.= FES-2 Pipe Dia= 24 in 010 = 7.53 cfs Qfull = 12.43 cfs Vfull = 3.95 fps From Fig. 8.06.b.1: From Fig. 8.06.b.2: Storm Outlet Structure FES No.= FES-20 Pipe Dia= 18 in Q10= 7.14 cfs Qfull = 7.18 cfs Vfull = 4.06 fps From Fig. 8.06.b.1: From Fig. 8.06.b.2: Zone D5o DMAX Riprap Class Apron Thickness Apron Length Apron Width @ Outlet Apron Width @ End it.M D5o DMAx Riprap Class Apron Thickness Apron Length Apron Width @ Outlet Apron Width @ End DESIGN PHASE 14 PRELIM :CT NO CONSTR REVISION RECORD OTHER <ED BY (SPECIFY) Q1o/Qfull = 0.61 VNfull = 1.05 V = 4.1 fps = 2 8 in = 12 in B 18 in 12.0 It = 6 ft 14.0 ft Q10/Qfull = 0.99 VNfull = 1.14 V = 4.6 fps = 2 8 in 12 in B 18 in 9.0 ft 4.5 ft 10.5 ft Storm Drainage for Spread.xlsx LATEST REVISION: 7/15/2014 12:15 PM PAGE 1 OF 2 NAME is Subdivision Storm Outlet Structure FES No.= FES-13 Pipe Dia= 30 in Q1o= 18.00 cfs Qfull = 22.87 cfs Vfull = 4.65 fps From Fig. 8.06.b.1: From Fig. 8.06.b.2: Storm Outlet Structure FES No.= FES-7 Pipe Dia= 18 in Q10 = 6.51 cfs Qfull = 6.74 cfs Vfull = 3.81 fps From Fig. 8.06.b.1: From Fig. 8.06.b.2: Zone D5o DMAx Riprap Class Apron Thickness Apron Length Apron Width @ Outlet Apron Width @ End Zone D5o DMAx, Riprap Class Apron Thickness Apron Length Apron Width @ Outlet Apron Width @ End DESIGN PHASE PRELIM PROJECT NO CONSTR 903 REVISION RECORD BY BML OTHER (SPECIFY) CHECKED BY Q10/Qfull = 0.79 VNfull = 1.10 V = 5.1 fps 2 8 in = 12 in = B 18 in 15.0 ft 7.5 ft = 17.5 ft Q10/Qfull = 0.97 VNfull = 1.14 V = 4.3 fps 2 8 in 12 in B = 18 in 9.0 ft = 4.5 ft 10.5 ft Storm Drainage for Spread.xlsx LATEST REVISION: 7/15/2014 12:15 PM PAGE 2 OF 2 The Legends Subdivision Storm Water Control SCS curve number Swale #1 Hydraulic Soil Group : A Area SCS CN C Building (sf) 7,500 98 0.95 Pavement (sf) 33,712 98 0.95 Open space (sf) 28,048 37 0.30 O1Tsite -open space (st) 0 37 0.30 OB'site-impervious (sf) 0 98 0.95 Total (sf) 69260 73 0.69 Total (He) 1.59 Swale #2 Hydraulic Soil Group : A Area SCS CN C Building(sf) 18,000 98 0.95 Pavement (sf) 29,003 98 0.95 Open space (st) 94,567 37 0.30 Offsite -open space (st) 0 37 0.30 OtTsite -impervious (51) 0 98 0.95 Total (sf) 141570 57 0.52 Total (He) 3.25 Swale #3 Hydraulic Soil Group: A Area SCS CN C Building (sf) 33,000 98 0.95 Pavement (sf) 52,971 98 0.95 Open space (sf) 125,731 37 0.30 Offsite -open space (st) 0 37 0.30 o site-impervious(sf) 0 98 0.95 Total (st) 211702 62 0.56 Total (ae) 4.86 Swale #4 Hydraulic Soil Group: A Area SCS CN C Building (st) 7,500 98 0.95 Pavement (sf) 0 98 0.95 Open space (st) 43,901 37 0.30 OBsile -open space (sf) 0 37 0,30 Oflsile-impervious(sf) 0 98 0.95 Total (sf) 51401 46 0.39 Total (ac) 1.18 Swale #6 Hydraulic Soil Group : A Area SCS CN C Building (sf) 9,869 98 0.95 Pavement (st) 11,667 98 0.95 Open space (sf) 68,198 37 0.30 OfTsite -open space (st) 0 37 0.30 Offslte-impervious(sf) 0 98 0.95 Total (sf) 89734 52 0.46 Total (ac) 206 BS mummy coefficient calcs.xls Printed 7/15/2014 The Legends Subdivision Swale runoff depth calculations Swale #1 Hydrologic soil group: A CN= 73 P= 3.89 in. 5= 3.70 in. Q`= 1.45 in. (depth of runoff) Swale #2 Hydrologic soil group: A CN= 57 P= 3.89 in. S= 7.54 in. Q`= 0.57 in. (depth of runoff) Swale #3 Hydrologic soil group: A CN= 62 P= 3.89 in. S= 6.13 in. Q'= 0.81 in. (depth of runoff) Swale #4 Hydrologic soil group: A CN= 46 P= 3.89 in. S= 11.74 in. Q.= 0.18 in. (depth of runoff) Swale #6 Hydrologic soil group: A CN= 52 P=, 3.89 S= 9.23 in. Q.= 0.37 in. (depth of runoff) .in. Culvert Report Hydraflow Express Extension for Autodesk® AutoCAD® Civil 3139) by Autodesk, Inc. Tuesday, May 27 2014 15-inch Entrance Pipe Invert Elev Dn (ft) = 378.35 Calculations Pipe Length (ft) = 90.94 Qmin (cfs) = 3.44 Slope (%) = 0.38 Qmax (cfs) = 3.44 Invert Elev Up (ft) = 378.70 Tailwater Elev (ft) = (dc+D)/2 Rise (in) = 15.0 Shape = Circular Highlighted Span (in) = 15.0 Qtotal (cfs) = 3.44 No. Barrels = 1 Qpipe (cfs) = 3.44 n-Value = 0.012 Qovertop (cfs) = 0.00 Culvert Type = Circular Concrete Veloc Dn (ft/s) = 3.27 Culvert Entrance = Square edge w/headwall (C) Veloc Up (ft/s) = 4.49 Coeff. K,M,c,Y,k = 0.0098, 2, 0.0398, 0.67, 0.5 HGL Dn (ft) = 379.35 HGL Up (ft) = 379.45 Embankment Hw Elev (ft) = 379.84 Top Elevation (ft) = 380.25 Hw/D (ft) = 0.91 Top Width (ft) = 50.00 Flow Regime = Inlet Control Crest Width (ft) = 50.00 . NeriN> Culvert Report Hydraflow Express Extension for Autodesk® AutoCAD® Civil 3D® by Autodesk, Inc. Thursday, May 22 2014 15-INCH CROSS PIPE Invert Elev Dn (ft) = 379.17 Calculations Pipe Length (ft) = 87.82 Qmin (cfs) = 4.12 Slope (%) = 0.30 Qmax (cfs) = 4.12 Invert Elev Up (ft) = 379.43 Tailwater Elev (ft) _ (dc+D)/2 Rise (in) = 15.0 Shape = Circular Highlighted Span (in) = 15.0 Qtotal (cfs) = 4.12 No. Barrels = 1 Qpipe (cfs) = 4.12 n-Value = 0.012 Qovertop (cfs) = 0.00 Culvert Type = Circular Concrete Veloc Dn (ft/s) = 3.79 Culvert Entrance = Square edge w/headwall (C) Veloc Up (ft/s) = 4.82 Coeff. K,M,c,Y,k = 0.0098, 2, 0.0398, 0.67, 0.5 HGL Dn (ft) = 380.21 HGL Up (ft) = 380.25 Embankment Hw Elev (ft) = 380.72 Top Elevation (ft) = 381.50 Hw/D (ft) = 1.03 Top Width (ft) = 50.00 Flow Regime = Inlet Control Crest Width (ft) = 50.00