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WPO201800016 Stormwater Management Maintenance Agree. 2021-09-20
BIRDWOOD GOLF COURSE LETTER OF REVISION TO SITE DATA: TAX MAP PARCELS: 75-63 PARCEL AREA: 544 ACRES LIMITS OF DISTURBANCE: 163 ACRES ZONING: R-1 RESIDENTIAL PROPOSED USES: GOLF COURSE UTILITIES: ACSA DRAINAGE DISTRICT: UPPER RIVANNA RIVER WATERSHED SPECIAL CONDITIONS FROM NATIONWIDE PERMIT 42 Special Conditions: As mitigation for the proposed impacts the applicant will grade approximately 0.49 acre of upland adjacent to an emergent wetland found on Hole #16 and approximately 0.26 acre of upland adjacent to an emergent wetland found on Hole # 18 and plant both areas with herbaceous hydrophytes. Approximately 0.75 acre will be planted. Monitoring reports must be submitted before September of each monitoring year. The report will identify and document visual observation, the presence/absence of the dominance of vegetation having an indicator status of Facultative or wetter vegetation within the planted areas. If a dominance of Upland species or the presence of invasive species is observed, a corrective action plan will be initiated. Both areas will be monitored for a maximum of 10 years. Monitoring will commence following construction in year 1 and in years 2, 3, 5, 7, and 10. [Source: Letter d. 4/26/18 from Vincent D. Pero, USAGE, to Chris Schooley, UVA Foundation] WPO 201800016 COUNTY OF ALBEMARLE DECEMBER 7, 2018 PROJECT SITE 0 CHARLOTTESVILLE CITY VICINITY MAP SCALE 1" : 5000' OWNER: UNIVERSITY OF VIRGINIA FOUNDATION PO BOX 400218 CHARLOTTESVILLE, VA 22904 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVENUE SUITE 200 CHARLOTTESVILLE, VA 22902 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: 434-327-1688 SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT ENGINEERING APPROVAL Sheet List Table TOTAL: 5 SHEETS ,L XLTP1 0�.1- p� JJ�s ti �.\TH•LYJi.SHOWA T-A y I.ic, fin. 0401-057151 k 09/20/21 1V"(-)NAL l Ln ZD 0 0 x cD 0 x 0 w x z 0 ce 0 CL O ad z O E f IN DATE 12107118 DRAWN BY A. ALLISON DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE W U) 0 U IL Q J OoLU U w ' ^ \ J IY 0 2< U Ow cc J 0< 0 l� m L H 1OB NO LiClt1 , SHEET NO. 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I/ I f ' i Ii - - ' i I 1 i •')' '/-''___ \ 11II I1\_�'.'"' 'i//-- \``I i III `IIII'/'a'il /I I' /-`I,`` ``I , -'� �'/ -`I� / i I`♦ lI1'r'l 1j i it / j 1\" / @ / I / i / '' i i ' i i'', ' / /I /. / ' - '/ -^-- --- - - , r ./ - - _ - - \ I I -- , /,' ---- _ i ��'�``` I ' ' /I r r/ ' - -- _ 1 I , I , a , , 1 I _ ,, i _ r ,,f`I / \ - / ,_i 1 _ 1 ,'- - i ' ,, /, i , f1 ,I//,i,I/I,/ /, �r, sl'i/ii , I'i'/,I'/ '/' --_ I �.` _/ \\ \ 1 1 ` \ , „ ' ` , , , I <�,� , _ _ - I\\ a \ I I ,a✓l,-, I'` I -\ - ' _ _ )_ % ' / /� , / l/w/'/'I/ ,'/i'iI(.i ii%.'i�/:'I� ::'. .'// - �\ ,` \ \' I \ ;I, r`1 II,I� iI� ( II\ \( \ \ ,\1\`., ` ` _ '- ` \-III ! S` i I \ `, /! u-.r 1 I,�,`� ''/,'ice Iy 1 111 /,//i�I, /i; '-i'I'/J '' ' t ; i I' _ \ I, ''-�/ /\\ ,II/i ,d^ 1._, IL_� ,, \"V o / / , I ( / Y I "Ill, / /„ , , / . , I / / ! - I \ \ t 4 1 t - \ \ \ ` `, ` _ , I \ / I � ( I � , I , I ,%" - -\ 1 , I , /, r / i , / I I 1 t i •( `' \ 1 / ^ .'i" r I 1 ,, ,/ �I / i/r '> �^ 1 , ` I \ ♦ , ♦ \ _ , / f I 1 \ 1 l C-r , I/ I r .) t I /, / I �\ '�-,J I � ' ' / ' - L DRAINAGE AND OUTFALL NARRATIVE nL THE SITE HAS 8 MAJOR OUTFALL POINTS ALONG THE DRAINAGE AREA TO THE OUTFALL. SOME AREAS WITHIN CHANGE IN LAND COVER CONDITIONS. — "_"_" — SOIL DIVIDES EASTERN PROPERTY LINE, WHICH DRAIN TO MOREY THIS OUTFALL ARE CONVERTED FROM GOLF COURSE TO CREEK. THE DRAINAGE AREAS AND LAND COVER MEADOW, WHILE OTHER AREAS ARE CONVERTED FROM ■ ■ DRAINAGE DIVIDES OUTFALL 5: CONDITION ARE GENERALLY CONSISTENT BETWEEN BRUSH TO GOLF COURSE. THE OUTFALL IS A NATURAL AN ONSITE POND (#3) SERVES A MAJORITY OF THE ... ._._.._.--.•_._ LIMITS OF WORK PRE -DEVELOPMENT (GOLF COURSE) AND CHANNEL FROM THE POND (#2) TO MOREY CREEK. DRAINAGE AREA TO THE OUTFALL, BEFORE THE RUNOFF IS POST-DEVELOPMETN (GOLF COURSE). THE CUMULATIVE CONVEYED TO A NATURAL CHANNEL. DRAINAGE AREA IS CONSTANT AND THE CURVE NUMBER OUTFALL 3: OF THE SITE AREA HAS DECREASED FROM PRE AND A LARGE ONSITE POND (#3) SERVES A MAJORITY OF THE OUTFALLS 6/7/8: POST -DEVELOPMENT CONDITIONS. DRAINAGE AREA TO THE OUTFALL. THE UPSTREAM AND THESE OUTFALL POINTS EXIST ALONG THE EASTERN SIDE DOWNSTREAM NATURAL CHANNELS HAVE STREAM OF THE PROPERTY LINE. RUNOFF FROM THE SITE IS NOT OUTFALLI: BUFFERS, WITH SOME AREAS BEING USED FOR MITIGATION CONCENTRATED BEFORE LEAVING THE SITE, BUT IS AN ONSITE NATURAL CHANNEL CONVEYS RUNOFF FROM (CONVERSION TO FOREST). THE OUTFALL IS A NATURAL CONVEYED TOWARDS MOREY CREEK. THE SITE TO MOREY CREEK. THE DRAINAGE AREA WITHIN CHANNEL FROM THE POND (#3) TO MOREY CREEK. THIS OUTFALL IS GENERALLY UNDISTURBED - AN EXISTING GOLF COURSE (TURF) AREA WILL BE CONVERTED TO A OUTFALL 4: MEADOW (BRUSH). THIS OUTFALL POINT IS A NATURAL CHANNEL, BUT DOES NOT HAVE AN UPSTREAM STORMWATER MANAGEMENT OUTFALL 2: SYSTEM. WORK WITHIN THIS DRAINAGE AREA IS A LARGE ONSITE POND (#2) SERVES A MAJORITY OF THE GENERALLY LIMITED TO REDEVELOPMENT WITH MINIMAL SCALE 1"=300' 0 300' 600, - - LTi r�� .� ! Off, b J / ('' ,p\\Tll.\\'Ji. SHOW.4LTUt y I.Ic, \Il, 0.102057151 'Ar 09/20/21 \ "Q - %G,IS r )NAlt M C O , N N N C > F w , E W � CI i 3 w Q O w � O ru.4 K W = M Q J U CO w J - I/1 M --- 1-7 In O N .z. wt X N = cz v _ o G 5 In 7 c w > H c Lri o a` N M a � ( J � I- to d ZD O 2 (7 D I- c w > Q Z 0 _M > ce Z) 0 Z Z a O Z H Q a K - ¢Z¢ W W J q O a a Z Z O O O C) " Q Lu r� Q G m I I z z z< z< Q Q It DATE 12107118 DRAWN BY A. ALLISON DESIGNED BY A. ALLISON CHECKED BY C. 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J �'/,', Imo'//:i'/�' ,,�' ' ___'- ��� _+" � `11 \ 11' \`\1\ \`I �'1( 1 I ,11 \ 1\, �\/ \,r _ _ , (' `\ , , I , ,� , r ,) lr1`\-, i-v I , I 1 rL1„ /,�,/ `_' Ii,''i - % / , ' //_- �- -' +I ` i /'r/� V _ 1 i `1\ '' /, o I I __-''-„i" -' / i I I I i i / i I I, ri,/,/,`,(f, ; lI'.1 ;,, ��%, �I�'/,�'�'/ - ',---. '' ''- ___-� ``_\ �\ , , 1 I , 11 ` 1 1 ` ` `` ` - i I 1 1 , - /+ I , .`_ '-'I/ I `) 1 I / / 1 /'r I-' t ' `, , , r 1.- I I I // - ' 1 <^ I, \ I�� I I \ 1 `I \``.` ``� I , G, G r�1 I '' A r , „I / I -/ ' _- ` , I ' \ I ' p , / r 1\ 11 I C_r 1 ',' /%\,_ + t +,/,/, I I r 1 ,\!' \ _%b% I r I 1 STORMWATER MANAGEMENT NARRATIVE THIS SHEET IS PROVIDED TO DEPICT THE PROPOSED DEVELOPMENT CONDITIONS ASSOCIATED WITH EACH DRAINAGE AREA. REFER TO SHEET C404 FOR LAND COVER COPMUTATIONS �iil'mi gfillik P' ' DISTURBANCE LIMITS OF DISTURBANCE WORK AREA ■ ■ DRAINAGE DIVIDES SCALE 1"=300' 0 300' 600' o��L:NLT/'/ Ora `/ ,N � 2 o .1; UN; %TK-NX M. SHOWALTL•R y Lic. No, 0402057151 kk 09/ 20/ 21 1<yv .G r sI .� r.� 1. ) 51A1 m E O N 0 N to > E w w E a, Q•:LL z 3 LL _E III K O t "n a _j J U m - I -I LD W N N v Z y_ t"1 n X 9 , �t 0 Q ZJ � .Q ;5 N N = U > N H c IXI o, y� N T A v M w ID i- L4 K M O = (9 m O F 0 w w_ = Z O m M 0 am O w 0 Z Z (L O Z a ti � P� u Z W Q 5 (Z d u OO Q W c- O G m z z 2 2 Q Q �� :•lw F a 0 DATE 12107118 DRAWN BY A. ALLISON DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI Liam I: z Lu W J V l W W ::) 0 1 O ,^ V / U IIII— i LL /•1 J z III— O^oz V W W J L 0 a W rn CO V O a Q O z 3: < 0/Q. 0. W 1— 4 IIII- 00 Q C: G O I�,^ V/ JOB NO. 40490 SHEET NO. C403 0 c a' > N C 0 0 'n m 0 0 c_ a 7 9 0 20 0- EZ .2O 0 c m w a 0 c m m a0 0 d �� O e a 0 1-, &_ 2 .§ a .2.9 y J B N X 0 0.0 0,6 £ 2 _0 h 0 0 rn 0 c `2 M 0 0, M' c Nc 0a o 0 . o In - III 46 c 2 MN .c c0 n0 .2 c E F_ L SEPTEMBER 20TH 2O21 WPO AMENDMENT SUMMARY BIRDWOOD PEDESTRIAN PATH: THE BIRDWOOD PEDESTIRAN PATH HAS A LIMITS OF DISTURBANCE OF 1.90 ACRES. 0.23 ACRES FALL WITHIN THE PREVIOUS LIMITS OF DISTURBANCE OF THIS PLAN AND THE TOTAL LIMITS OF THIS PROJECT HAS BEEN EXPANDED FOR THE REMAINING 1.67 ACRES TO SHOW STORMWATER COMPLIANCE IS MET THROUGH AMENDING THIS WPO 201800016. THE TRAIL PROJECT CONVERTS A TOTAL OF 0.71 ACRES FROM TURF TO IMPERVIOUS. THE TABLE AND CN VALUES OF DRAINAGE AREAS 3 THROUGH 4 HAVE BEEN UPDATED ACCORDINGLY. LAND COVER SUMMARY TABLE THIS TABLE PROVIDES A LIST OF OUTFALL AREAS (TOP LEFT OF EACH GROUP) AND THE CORRESPONDING PRE AND POST DEVELOPMENT LAND COVER CONDITIONS. ONLY THE AREAS WITHIN THE LIMITS AND THAT HAVE A CHANGE IN LAND COVER ARE SHOWN IN THIS ANALYSIS - ALL OTHER AREAS WITHIN THE SITE HAVE A CONSISTENT LAND COVER IN PRE AND POST DEVELOPMENT CONDITIONS. SOME AREAS, SUCH AS THE SOUTHERN END OF THE PROPERTY, ARE OUTSIDE THE LIMITS OF WORK BUT WILL HAVE A LAND COVER CONVERSION AS GOLF COURSE (TURF) IS CONVERTED TO UN -MOWED NATIVE GRASSES (BRUSH). CURVE NUMBERS FOR LAND COVERS ARE BASED ON TABLE 2.2C OF THE NRCS TR-55 MANUAL • FOREST: HEAVILY FORESTED AREA, GENERALLY AROUND THE PERIMETER OF THE SITE. •• CN=55 • BRUSH: LOW MAINTENANCE AREAS WITHIN THE GOLF COURSE SITE, WITH A MIX OF VEGETATION AND GRASSES •• CN=48 • TURF: GOLF COURSE TURF AREAS, MANAGED •• CN=61 • IMPERVIOUS: CART PATHS AND OTHER STRUCTURES WITHIN THE SITE. CN=98 • •• Q1 EB = REQUIRED Q1 FLOW TO MEET THE ENERGY BALANCE EQUATION. IN NO CASES SHALL THE ALLOWABLE FLOW PER THE ENERGY BALANCE EQUATION EXCEED THE PRE -DEVELOPED Q1. Pre -Development Post -Development Pre -Development I jPost-Development I jQ1EB 1 Area CN Area CN Q1 Q10 Vl jQ1 Q10 Vl Forest 0.00 55.00 0.00 55.00 1.270 8.030 0.0861 0.020 2.9701 0.0121 7.281 Brush 0.00 48.00 3.20 48.00 Tu rf 3.20 61.00 0.00 61.00 1 mpervious 0.00 98.00 0.00 98.00 Total 3.20 61.00 3.20 48.00 Pre -Development Post -Development Pre -Development I jPost-Development 1QEB 2 Area CN Area CN Q1 I Q10 In jQ1 Q10 V1 Forest 19.83 55.00 3.63 55.00 11.2601 88.9601 0.8761 7.340 78.9601 0.703 11.225 Brush 0.00 48.00 17.00 48.00 Turf 18.18 61.00 16.68 61.00 Impervious 1.50 98.001 2.20 98.00 Total 1 1 39.51 59.391 39.51 56.92 Pre -Development Post -Development Pre -Development Post -Development I JQEB 3 Area CN Area CN Ql Q10 Vl Ql Q10 Vl Forest 27.40 55.00 2.60 55.00 16.980 182.730 1.626 12.690 171.3101 1.4411 15.328 Brush 17.00 48.00 36.20 48.00 Tu rf 46.63 61.00 51.77 61.00 Impervious 1.00 98.00 1.46 98.00 Total 1 1 92.031 57.211 92.031 56.30 Pre -Development Post -Development Pre -Development Post -Development I QEB 4 Area CN Area CN Ql Q10 V1 Ql Q10 IV1 Forest 2.40 55.00 0.00 55.00 24.3301 139.740 1.5671 15.090 119.2501 1.1741 25.980 Brush 0.00 48.00 7.50 48.00 Turf 49.99 61.00 45.54 61.00 Impervious 1.40 98.00 0.75 98.00 Total 1 53.791 61.701 53.791 59.70 Pre -Development Post -Development Pre -Development Post -Development QEB 5 Area CN Area CN Q1 Q10 In jQ1 0,10 V1 Forest 3.50 55.00 3.50 55.00 8.4301 53.0801 0.5711 6.030 47.6401 0.4691 8.211 Brush 0.00 48.00 3.30 48.00 Tu rf 17.50 61.00 14.00 61.00 Impervious 0.40 98.00 0.60 98.00 Total 21.40 60.71 21.40 59.05 Pre -Development Post -Development Pre -Development Post -Development I JQEB 6 Area CN Area CN Ql I Q10 V1 Q1 Q10 Vl Forest 0.00 55.00 0.00 55.00 1.600 6.610 0.088 0.370 4.000 0.036 3.129 Brush 0.00 48.00 0.60 48.00 Tu rf 1.70 61.00 1.40 61.00 Impervious 0.30 98.00 0.00 98.00 Total 1 2.001 66.551 2.00 57.10 Pre -Development Post -Development Pre - Development Post -Development QEB 7 Area CN Area CN Q1 I Q10 In jQ1 Q10 V1 Forest 1.60 55.00 0.00 55.00 7.2301 45 U01 0.4901 4.240 38.5601 0.362 7.829 Brush 0.00 48.00 5.70 48.00 Tu rf 16.05 61.00 11.75 61.00 Impervious 1 0.50 98.00 0.70 98.00 Total 1 1 18.151 61.49 18.15 58.34 Pre -Development Post -Development Pre - Development Post -Development QEB 8 Area CN Area CN Ql I Q10 In jQ1 Q10 V1 Forest 0.00 55.00 0.00 55.00 0.130 0. 401 0.0081 0.090 0.5501 0.006 0.139 Brush 0.00 48.00 0.00 48.00 Turf 0.20 61.00 0.22 61.00 Impervious 0.02 98.00 0.00 98.00 Total 0.22 64.361 0.221 61.00 REFER TO SHEET C402 FOR MAP OF LAND CONVERSIONS �k, \LTPj O/. C %I II 1\ M. SH0111LTf.R � IIC \a')J I_i_iI 571 cI 13 09/20/21 '. , S, Ln ZD 0 0 x cD 0 x F 0 w x z 0 in 2' Z) 0 CL O ad z O E f H DATE 12107118 DRAWN BY A. ALLISON DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE w LL 0 U LL J (0 V 0 0 0 0 0L 1H 4 co Q z O U w J lY Q w m J Q U) 0 I --I Q J D U J a U LL LU ry 0 r� v I ]OB NO. 40490 SHEET NO. C404 L Virginia Runoff Reduction Method Waksheet DEQVirginia Runoff Reduction Method Re -Development Compliance Spreadsheet - Version 3.0 Virginia Runoff Reduction Method Waksheet Site Compliance Summary SEPTEMBER 20TH 2O21 WPO AMENDMENT SUMMARY BIRDWOOD PEDESTRIAN PATH: THE BIRDWOOD PEDESTIRAN PATH HAS A LIMITS OF DISTURBANCE OF 1.90 ACRES. 0.23 ACRES FALL WITHIN THE PREVIOUS LIMITS OF DISTURBANCE OF THIS PLAN AND THE TOTAL LIMITS OF THIS PROJECT HAS BEEN EXPANDED FOR THE REMAINING 1.67 ACRES TO SHOW STORMWATER COMPLIANCE IS MET THROUGH AMENDING THIS WPO 201800016. THE TRAIL PROJECT CONVERTS A TOTAL OF 0.71 ACRES FROM TURF TO IMPERVIOUS. THE VALUES OF THE VRRM SPREAD SHEET HAVE BEEN UPDATED ACCORDINGLY. RMP Design Specifications List: 2013 Draft Stills & Specs Site Summary Total Rainfall (in): 43 Total Disturbed Acreage: 162.67 Site Land Cover Summary Pre-ReDevelopment Land Cover (acres) L, BSoils CSoils DSof TodLs %of Total Forest/Open (acres) 0.00oils 42.00 0 00 0.00 42AD 26 Managed Turf (acres) 0.00 1 119,07 1 0.00 1 0.00 1 119.07 73 Impervious Cover (acres) 1 0,00 1,60 0,00 0.00 1 1.60 1 362.67 100 Post-ReDevelooment Land Cover (acres) A Soils Tilt CSoils DSoils Tatak %of Total Forest/Open(acres) 0.00 16.74 ODD 0.00 16.74 10 Managed Turf (acres) 1 0.00 142.02 0.00 0.00 142.02 87 Impervious Cover (acres) 0.00 3.91 DOD 0.00 3.91 2 • Forest/Open Space areas must be protected in accordance with the Virginia Runoff Reduction Method 162.67 100 Site Tv and Land Cover Nutrient Loads Final Post -Development Post Post- Adjusted Pre- (Post-ReDevelopment ReDevelopment Development ReDevelopment & New Impervious) P 1 (New Impervious) Site Rat 0,20 0.19 0.95 0.17 Treatment Volume Ift) 118,413 110,447 7,966 96,285 TP Load (lb/yr) 74.40 6939 5.01 6050 Baseline TP Load(lb/yr): 65.74760 'Redurdonbedanewdevebpnearbpd RmrMdoa notre9uired Total TP Load Reduction Required (lb/yr) 7.70 3.65 4.06 Final Post -Development Load (Post-ReDevelopment & New Impervious) Pre- ReDevelopment TN Load (lb/yr) 1 532,24 433.91 Summary Prim Virginia Runoff Reduction Method Worksheet Drainage Area Summary D.A. A D.A. B D.A. C D.A. D D.A. E Total Forest/Open (acres) 0.00 0.00 0.00 DUD ODD 0.00 Managed Turf(acres) 24.03 0.00 0.00 0,00 OAO 24,03 Impervious Cover (acres) 0.59 0.00 0.00 0.00 0.00 0.59 Total Area (acres) 24.62 0.00 0.00 0.00 0.00 24.62 Drainage Area Compliance Summary D.A. A D.A. B D.A. C D.A. D D.A. E Total TP Load Reduced (lb/yr) 1 7.51 0.00 1 0.00 1 0.00 0.00 7.51 TN Load Reduced (lb/yr) 53.73 0.00 0.00 ODD ODD 53,73 Summary Print Pre Final Post -Development Post-ReDevelopment TP ReDevelopment TP Load per acre bad per acre TP Load per acre (lb/acre/yr) (Ib/acre/yr) (lb/acre/yr) 0.38 0.46 0.43 Maximum% Reduction Required Belo 20% 'Note- %Reduction willreducepost-development TP load to less than or equal to baseline load of65.75 lb/yr(0.41 lb/ac/yr) Pre-ReDevelopment Load (Required mductionfbr Past-ReDev.=Past-ReDev TP bad- baseline loadof65.74761b/yr), baseline load = site area x 0.41 lb/aclyr Total Runoff Volume Reduction (R) 11,967 Total TP Load Reduction Achieved (lb/yr) 751 Total TN Load Reduction Achieved (lb/yr) 53.73 Remaining Post Development TP Load (lb/vr) 6&89 Remain ing TP Load Reduction (I b/yr) 0.19 Required 'Reduction below new development load limitation not required Drainage Area A Summary Land Cover Summary REQUIRED 0.19 LBNR OF CREDITS WILL BE BOUGH FROM A DEQ APPROVED CREDIT BANK Virginia Runoff Reduction Method Waksheet A Soils I BSoils I CSoils I DSoils I Total I %of Total Forest/Open (acres) 0.00 0.00 0.00 om 0.00 0 Managed Tu if (acres) 1 0.00 1 24.03 1 0.00 1 0.00 1 24.03 1 98 Impervious Cover (acres) 1 0.00 1 0.59 1 0,00 0.00 0.59 2 24.62 BMP Selections Managed Turf Impervious TP Load from BMPTreatment Untreated TP Load TP Removed TP Remaining Downstream Treatment Practice Credit Area Cover Credit a Volume (k) Upstream to Practice (Ibs) (Ib/yr) (Ib/yr) to be Employed (acres) Area acres) Practices Ibs 9.a. Sheetflow to Conservation Area, A/B 10.94 0.28 8,908.02 0.00 5.59 4.19 1.40 Soils S ec#2 9.c. SheetRow to Vegetated Filter Strip, A Soils or Compost Amended B/C/D Soils 13.09 0.31 10,572.38 0.00 6.64 3.32 3.32 (Spec #2 & #4) Total Impervious Cover Treated(acres) 0,59 Total Turf Area Treated (acres) 24.03 Total TP Load Reduction Achieved in D.A. 7.51 (lb/yr) Total TN Load Reduction Achieved in D.A. 53.73 b r Summary Print Virginia Runoff Reduction Method Wodesheet ---------------------------------------------. -.. -.. -.. -.. -.. -.. -.. --------- Runoff Volume and CN Calculations 1-year storm 2-year storm 10-year storm Target Rainfall Event )in) 1 0.00 0.00 0.00 Drainage Areas RV & CN Drainage Area A Drainage Area B Drainage Area C Drainage Area D Drainage Area E CN 62 0 0 0 0 RR(ft') 11,967 0 0 D 0 1-year return period Rat wo RR (ws-in) 0.00 0.00 0.00 0.00 0.00 RV w RR(ws-in) OAO OAO 0.00 0.00 0.00 ON adjusted 100 0 0 0 0 2-year return period Rat wo RR (ws-in) om 0.00 am 0.00 0.00 RVw RR(ws4.) 0.00 DAD am 0a0 0.00 ON adjusted 100 0 0 0 0 10-year return period Rv w. RR lws-in) OAO OAO EBB O.W 0.00 RV w RR(ws-in) 0.00 ox am 0.00 0.00 ON adjusted IOD 0 0 0 0 �L,:\LTN 0f.. i`• �TH.A\' VL SHON:ILTGR y IIc No.0402057151 n�7 09120121 Ilk, tV� �FSS/ON A L E E rN O O rN W M O Q O O DATE 12107118 DRAWN BY A. ALLISON DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE LU V Z) 0 U LL J (0 V 0 0 0 0 Issaassal co a ry> r z O U W J ca G W ED J a W W 2 0 W r� V LL `W 1 I..L 00 L0 1// �� L &mrNay Red H JOB NO. 40490 SHEET NO. C409