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WPO200900049 Plan - VSMP Final Site Plan and Comps. 2010-04-07
%,MAMLVI I LZ)VILLLI VR /-/-Z71 I 2 -STORY. MEDICAL OFFICE 101000 S.F. (FOOTPRINT) 20,000 S.F. (GROSS) OUTPATI.ENT TAX MAP ID#-. 032AO-02-00-OOlAO VIA DEED BOOK: D.B. 1415, PG. 057 .PROPOSED USE: EXPANSION 2 -STORY MEDICALOFFICE 10,600 S.F. (FOOTPRINT) 21,200 S.F. (GROSS) 41,200 S.F. (TOTAL GROSS) ZONING: HIGHWAY COMMERCIAL (HC) BUILDING HEIGHT: (PER ALBEMARLE COUNTY CODE, CHAPTER. 18, SECTION 21a4) NOT TO EXCEED 65 -PROVIDED ANY STRUCTURE, EXCEEDING 35' SHALL BE SET BACK FROM ANY STREET RIGHT OF WAY, IN ADDITION TO MINIMUM YARD REQUIREMENTS, -A DISTANCE OF NOT LESS THAN 2' FOR EACH 1 OF HEIGHT IN EXCESS OF 35' PROVIDED: 2 -STORY MEDICAL OFFICE @ 29'-012 MINIMUM YARD REQUIREMENTS: PER ALBEMARLE COUNTY CODE, CHAPTER 18, SECTION 21.7.1) ADJACENT TO PUBLIC STREETS: STRUCTURES (EXCEPT SIGNS) - 30' MIN. OFF STREET PARKING OR LOADING SPACE 10' MIN. .MAXI.M.UM NUMBER OF EMPLOYEES,-, 65 PEOPLE EXISTING PARKING: 79 EXISTING SPACES FOR EXISTING USE - PARKING REQUIREMENTS: 1 SPACE/200 S.F. NET OFFICE FLOOR AREA 74 TREES PROVIDED TREE CANOPY CALCULATIONS NGVD29 `10% TREE CANOPY REQUIRED 4.13 AC.*43,560 S.F./AC.*0.10 = 17,990 S.F. REQUIRED EXISTING TREE CANOPY = 13,113. S.F. 'PROPOSED TREE CANOPY = 22,635 S.F. % TOTAL TREE CANOPY PROVIDED. � '*k �A ;40. > 13,113 S.F. (1.25)+22,635 S.F. = 39,026 S.F. PROVIDED 0 STREET TREES 4� ROAD @ 0.80*41,200 S.F. = 32,960 S.F. (NET) FIELD SURVEY SOURCE: REQUIRED 32,960 S.F./200 S.F. = 165 SPACES REQUIRED BOUNDARY AND . TOPOGRAPHY AND BENCHMARKS ROUTE 29 PARKING PROVIDED: PROVIDED BY OWNER PER ROGER W. RAY & .6 LARGE OR 53 EXISTING PARKING SPACES (TO REMAIN) ASSOCIATES, INC. DATED FEBRUARY 18, 2009. GENERAL NOTES & TYPICAL DETAILS 145 PROPOSED PARKING SPACES (NEW) 8 MEDIUM 198 PARKING SPACES TOTAL (INCLUDING 8 HP) BENCHMARK.US COAST AND GEODETIC SURVEY 2155 5 ACREAGE/USE AREA: TOP OF A CONCRETE POST. E ACERSACCHARUM PARCEL SIZE: 4.13 AC. (179,903 S.F.) LOCATED AT THE` INTERSECTION. OF U.S. RT. 29 15 BUILDING FLOOR AREA: 41,200 S.F. AN D Y.T. RT. 649. 452 GREENSPACE. 16,880 S.F. (9%) 12.4' SE OF THE SW CORNER OF CRENSHAW'S '15 GARAGE; INTERIOR LANDSCAPING: 45.5' WEST OF THE NW CORNER OF GREENTOP ROUTE 6491 AREA REQUIRED: 5% OF TOTAL PARKING AREA, MOTEL; 4 LARGE .0.05*121,823 S.F. =X6,092 S.F. REQUIRED AND 46.5 NE OF THE CENTERLINE OF ST. RT. 9 ILEXCORNUTA 22,354 S.F. PROVIDED 649) 15 SAIFLAYOUT PLAN AND 85.5' NW OF THE CENTERLINE OF THE S.B.L. 1 TREE/10 PARKING SPACES REQUIRED:., 9 OF OF.U.S. RT. 29. 198/10 = 20 TREES REQUIRED ELEVATION -552.708 74 TREES PROVIDED TREE CANOPY CALCULATIONS NGVD29 `10% TREE CANOPY REQUIRED 4.13 AC.*43,560 S.F./AC.*0.10 = 17,990 S.F. REQUIRED EXISTING TREE CANOPY = 13,113. S.F. 'PROPOSED TREE CANOPY = 22,635 S.F. % TOTAL TREE CANOPY PROVIDED. � '*k �A ;40. > 13,113 S.F. (1.25)+22,635 S.F. = 39,026 S.F. PROVIDED 0 STREET TREES 4� ROAD ROAD FRONTAGE REQUIRED PROVIDED ROUTE 29 300 .6 LARGE OR -8 LARGE GENERAL NOTES & TYPICAL DETAILS 3 OF 8 MEDIUM 4 ARMSTRONG MAPLE 4 OF1 5 2 RED MAPLE E ACERSACCHARUM 5 OF 15 2 AUTUMN PURPLE 452 6 OF '15 ASH ROUTE 6491 215 4 LARGE 4 RED MAPLE IMPERVIOUS AREA. EXISTING CONDITIONS = 55$335 S.F. (31%) PROPOSED DEVELOPMENT = 119,482 S.F (66%) WATERSHED: NORTH *FORK RIVANNA (BELOW WATER INTAKE) MEDICAL/DENTAL OFFICE BUILDING,;TRAFFIC (TRIP GENERATION) PER. ITE, 8TH EDT LAND USE CODE 720: MEDICAL OFFICE BUILDING. DAILY: 1470 VPD BEFORE YOU DIG CALL 1-800-1552-7001 AM PEAK: 95 VPH PROTECT YOURSELF, GIVE THREE PM PEAK: 130 VPH WORKING DAYS, NOME OIL LT0 6i 0 IN L RIVANNA DISTRICT ALBEMARLE COUNTY, VIR(3NINIA FIN VICINITY MAP Scale: 1" = 2000' -PROPOSED LIEGENL ASPHALT PAVEMENT SANITARY SEWER LINE WATER LINE STORM PIPE A2 DRAINAGE STRUCTURE NUMBER 11--174,-1 PROPOSED FINISHED GRADE CONTOUR ELEVATION DENOTES EDGE OF PAVEMENT TIC DENOTES TOP OF CURB Fly DENOTES FACE OF CURB (MEASURED TO BACK OF ANY ROLL, FACE CURB) DENOTES BACK OF CURB NOTES, 1. ALL STORM PIPE LENGTHS ARE MEASURED FROM CENTER OF DRAINAGE STRUCTURES, (D.I. OR M.H. 2. ALL SAN. SEWER PIPE LENGTHS ARE MEASURED BETWEEN INSIDE SURFACES OF MANHOLES (UPPER STATION-- LOWER, STATION-4=LENGTH)l 3. CONTRACTOR IS TO MAK. E HIS OWN TAKE -OFF ON THESE PLANS AS ANY QUANTITIES SHOWN ARE APPROXIMATE ONLY TO SHOW SCOPE OF WORK I L I.TY'P LAN OWNER: MARTHA JEFFERSON HOSPITAL 459 LO(-.'fUST AVENUE CHARLOTTESVILLE, VA 22902 PHONE NO.: (434)-982-7038 FAX: (41-54)-982-7016 CONTACT: MICHAEL R. SPATZ EMAIL: rnichael.spatz@mjh.org k MN SHEET NO. TITLE 1. OF 15 COVER SHEET 2 OF 15 GENERAL NOTES & TYPICAL DETAILS 3 OF '15 EXISTING CONDITIONS PLAN 4 OF1 5 DEMOLITION & TREE PROTECTION PLAN E ACERSACCHARUM 5 OF 15 EROSION CONTROL NOTES AND DETAILS 452 6 OF '15 INITIAL EROSION CONTROL PLAN 6'-7' HT 7 OF '15 OVERALL EROSION CONTROL PLAN 9 ILEXCORNUTA 8Or 15 SAIFLAYOUT PLAN -SITE 9 OF 15 UTILITY PLAN PLEASANT WHITE 10 OF 15 GRADING & DRAINAGE PLAN 100 11 OF 15 DRAINAGE DESCRIPTIONS & ANALYiSIS PROFFIT Roar 12 OF 15 STORM PROFILES & HGL CALCULATIONS 71 13 OF 15 STORMWATER QUALITY ANALYSIS. 450 14 OF '15 "FILTERRA" INLET NOTES & DETAILS cz� 15 OF 15 STORMWATER QUANTITY ANALYSIS C4 15A r,Of,11511 LLl lBMP/SWM DETAILS ALONG ROUTE 649 8 ZELKOVASERRATA GREEN VASE ZELKOVA EXISTING LANDSCAPE PLAN 6 LL -2 3,060 REMOVAL OF EXISTING PLANTS JAPANESE TREE LILAC LL -3 2 PROPOSED LANDSCAPE PLAN 286 LL -4 RED SUNSET MAPLE PROPOSED LANDSCAPE -PLAN E1.00 452---904 ELECTRICAL LEGEND AND NOTES E1.01 GREENLEAFHOLLY SITE PLAN -LIGHTING E1.02 56 SITE PLAN -ZONING E1.03 JAPANESE MAPLE LIGHTING CUT SHEETS EXISTING E1.04 163 LIGHTING CUT SHEETS PAVEMENT E1.05 CRI$PA LEAP SPIREA LIGHTING CUT SHEETS PROPERTY LINE SANITARY SEWER WATER LINE 012, POWER LINE U DENOTES UNDERGROUND ELECTRICAL LINE - 0 DENOTES OVERHEAD GAS LINE CULVERT OR STORM SEWER PIPE FIRE HYDRANT EXISTING CONTOUR ELEVATION 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETION AND FINAL ACCEPTANCE OF ALL CONSTRUCTION AND LITILITY LINES. 5. CONTRACTOR SHALL COMPLY WITH VIRGINIA STORM WATER MANAGEMENT PERMITS. A STORM WATER POLLUTION PREVENTION PLAN SHALL BE DEVELOPED AND IMPLEMENTED BY THE CONTRACTbR FOR THIS CONSTRUCTION ACTIVITY. ENGINEER: RUMMEL, KLEPPER, & KAHL, LLP 801 E. MAIN STREET, SUITE 1000 RICHMOND, VIRGINIA 23219 PHONE NO. : (804)782-1903 FAX NO. (804)782-2142 E-MAIL rmckinney@rkk.com ATTN. : RACHAEL McKINNEY, P.E. EXISTING TREE CANOPY CALCULATIONS KEY BOTANICAL NAME COM MON NAME CALIPER QTY 16Noi7 7YR Y COVERAGE ALLOWANCE 10 YR CANOPY COVERAGE > FT 7- 5- %-=L� o " , E 11 M 77,77A 2- R ALONG ROUTE 29 ALONG ROUTE 29 AA ACERRUBRUMARNWRONG' E ACERSACCHARUM SUGARMAPLE 2.5' 5 452 2,260 DW CORNUS FLORIDA WHITE DOGWOOD 6'-7' HT 2 124 248 9 ILEXCORNUTA DWARF BURFORD HOLLY 1,51 23 57 1,311 N AZALEAS PLEASANT WHITE 8 10 10 100 F ILEX CPACE GREENLEAF HOLLY W-5' HT 2 56 112 G PINUS NIGRA AUSTRIAN PINE 6' HT a ISO 450 DWARF BURNING BUSH 4 5 2c 4,481 PARKING INTERIOR C4 z LLl 4,102 ALONG ROUTE 649 8 ZELKOVASERRATA GREEN VASE ZELKOVA 2,5' 6 510 3,060 D SYRINGA RETICULATA JAPANESE TREE LILAC 6'-$` 2 143 286 C. ACER RUBRUM RED SUNSET MAPLE 2.5'-- -2 452---904 )Y 11UNIPERUS CH. A- YOUNGSTOWN F ILEXOPACE GREENLEAFHOLLY 4'-S'HT 3 56 168 T ACER PALMATUM JAPANESE MAPLE 61-71 HT 2 163 326. L SPIREA BUMALDA CRI$PA LEAP SPIREA v - 33 7 231 M JUNIPERUS CHINENSIS NICK'S COMPACTJUNIPER 13'-2.5' 19 11 209 W SPIREAJAPONICA PRINCESS SPIREA 3 30 7 210 P TAXUS BACCATA REPANDENS DWARF YEW 4'-5' 28 28 784 G PINUS NIGRA AUSTRIAN PINE VHT I ISO ISO A ULMUS PARVIFOLLA DYNASTYELM 2 1 423 423 WP PINUS S7RCBUS WHITE PINE 4'-5' 12 118 1,416 WHITEPINE GHT 4 118 472 8,167 SCREENING 6' HT 2 143 2w QP CLUERCUS PHELLOS A JULMUS PARVIF LDYNASTYELM 2.5- 4 1 423 - ----------- 423 WILLOWOAK v HT 1 145 7 42 EMERALD GREEN ARBORVITAE ZELKOVA 51 HT 2,5' 10 2 10 395 loc 79C 465 WHITEAZALEA < 23 5 115 -BP BERSERISTH. V. A. CRIMSON PYGMY PYGMY BARBERRY 31 10 310 TOTAL 13,113 PROPOSCOTREECAN PYCALCULATIONS KEY BarANICALNAME COMMC)N NAME CALIPER CITY. 10 YRCANOPY COVERAGE ALLOWANCE IOYRCANOPY COVERAGE > ALONG ROUTE 29 AA ACERRUBRUMARNWRONG' AM/15TRONGIVAPLE 2.5" 4 177 70�� AR ACER RUBRUM'CRIMSON KING" REDMAPLE 2,5' 2 452 904; GA FRAXINUS AM. "AUTUMN PURPLE" AUTUMNPURPUEASH 2.5' 5 371 1,85 TO THUJA OCCIDENTALIS "EMERALD" EMERALD GREEN ARBORVITAE S'HT 8 lo 89, AZ AZALEA DEL VALLEY WHITE WHITEAZALFA z a 45 5 225, BP BERBENSTH. V. A. CRIMSON PYGMY PYGMY BARBERRY C) 31 10 310 EA EUONYNAJS ALATA COMPACTA DWARF BURNING BUSH 4 5 2c in C4 z LLl 4,102 ALONG ROUTE 649 0 W AR JACER RLBRUM "CRI M51 E 25" 445-2 Lj 808, IC I ILEX CRENATA COMPACTA A HOLLY 44 16 704 )Y 11UNIPERUS CH. A- YOUNGSTOWN IYOUNGSTOWN JUNIPER 0) 12 11 132 Li u') PARKING INTERIOR LL, v - AG ACER GRISEUM PAPER13ARKWPLE a, HT 1 6 88 528 AR ACER RUBRUM "CRIMSON KING" RED MAPLE 2.5� 3 452 1,356 BN BETULA NIGRA RIVERBIRCH 23' 7 464 3,24 NH ILEX NELLIE R STEVENS NELLIE STEVENS HOLLY 6 HT 11 44 484 M! MAGNOUA"JANE" MAGNOLIA UHT 2 28 515 PN PINUS NIGRA AUSTRIAN PINE ITHT 2 150 PS PINUSSTROBUSS WHITEPINE GHT 4 118 472 PP PRUNUS C. "THUNDERCLOUD" PURPLELEAFPLUM 6' HT 2 143 2w QP CLUERCUS PHELLOS VOLLOWOAK 2.5- 4 419 1,67c, SB SALIXBABALONICA WILLOWOAK v HT 1 145 145 TO THUJA OCCIDENTALIS "EMERALD" ZS ZELKOVA SERRATA EMERALD GREEN ARBORVITAE ZELKOVA 51 HT 2,5' 10 2 10 395 loc 79C AZ AZALEA DELVALLEY WHITE WHITEAZALEA < 23 5 115 -BP BERSERISTH. V. A. CRIMSON PYGMY PYGMY BARBERRY 31 10 310 .BD CORNUS S. F. BAILEY RED IWIG DOGWOOD 24 72 1,728 EA ELJONYMUS AIATA COMPACTA DWARF BURNING BUSH 8 5 40 IH ILEX CRENATA HELLER HELUERl HOLLY Icr- 23 16 368 16 1LEXGLABRA COMPACTA DWARF INKSERRY 51 23 IV ILEXVERTICIUATA WNTERBERRY 3 41 _1,17 22 JY- JUNIPERUS CH. A. YOUNGSTOWN YOUNGSTOWN JUNIPER 70 11 n ND NANDINA D.A. GULFSTREAM DWARF NANDWA 7 17 115. V) 14,1871 SCREENING Ld AR ACER RUBRUM"CRIMSON KING' IRED MAPLE 2.51 1 452 4511 CJ CRYPTORIAJAPONICA W [CRYPTOMERIA 2! HT 1 123 123 TO THWAOCCIDENTALIS"EIVIERALD" GREEN ARBORVITAE 5- HT 1 3 10 3z. . JEMERALD BP BERY&S 7H. V. A. CRIMSON 10 JY jUNIPERUS CH. A, YOUNGSTOWN IYOUNGSTOWNJUNIPPR 67 11 J37 m 17021 TOTAL 22,635 DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER / ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY 'VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT Z z > a. a. Q u_l LLJne � lz z Li D ey z z a N Luva C) LIJ 0 C) w z in C4 z LLl 0 0 W Ld w 0f Lj 0 z ul 0) w Li u') LL, v - LL - 0 L) Z V) 0 Ld 0 F- > Li- C):f LL. 0 < z < Li Li Icr- LLJ Ld :z Z ILD ::) 0 0 V) Ld > LL 0 m < ::D 0 srt V, --------------- A", -r A VM k r MIIN 1 � . [SILTj FENqE---,--�,�i Y � s. po Bmp 0� st >.9-1�11lblr J, ter.SHLD\ ae F 1% > G f- I I s low v 0 R BILIZ iC ULTIMATE DA=0.48 AC TO ST 1A STON, Li t '10.1 4 '10 ULTIMATE/ E/ A- 1.21 TO �sj 0 �Sl PER -4, 0A VW - rl yv41 OVERALL E&S PLAN 4$ 0 40 80 N A - SCALE IN FEET s v It OVERALL EROSION CONTROL SEQUENCE 14. ONCE INITIAL EROSION CONTROL MEASURES ARE COMPLETED, AND THE CONTRACTOR IS RELEASED BY THE ENVIRONMENTAL INSPECTOR, CLEARING, STRIPPING, AND EXCAVATION AND GRADING MAY BEGIN, 15. CONTRACTOR TO MAINTAIN POSITIVE FLOW THROUGH DITCHES DIVERSIONS DURING CUT/FILL OPERATIONS TO ENSURE RUNOFF IS DIRECTED TO SEDIMENT TRAPS AT ALL TIMES AS GRADING .AND STORM DRAIN PIPE INSTALLATION COMMENCES. CUT AND FILL SLOPES SHALL BE CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION PER MS -7. 16. INSTALL STORM PIPE SYSTEM WITH APPROPRIATE INLET PROTECTION. (DO NOT INSTALL STRUCTURE #801#60, #60A, OR THE UNDERGROUND DETENTION STRUCTURE #9 OR #9A). 17. PROVIDE BUILDING PAD, ACCESS DRIVES, AND BUILDING CONSTRUCTION „LAY DOWN" AREA. 18. COMPLETE GRADING OF OVERALL SITE AND INSTALLATION OF STORM SYSTEM WITH SANITARY SEWER AND WATER AND CURB/GUTTER FOR ROADWAY AND PARKING. 19. COMPLETE CURB BACKFILL AND FINE GRADING. 20. COMPLETE SEEDING ONCE TOPSOIL, IS REPLACED ON DIRT SURFACES. STABILIZE ANY ANY REMAINING DISTURBED AREA. 21. STORM SYSTEM TO BE INSPECTED AND CLEANED OF ALL SEDIMENT RESULTING FROM CONSTRUCTION. (TO INCLUDE DOWNSTREAM EXISTING SYSTEM.), 22, COUNTY E&S INSPECTOR MUST BE CONTACTED AND ALLOWED TO INSPECT STORM SYSTEM PRIOR TO FINAL SITE CONSTRUCTION. 23. ONCE SEDIMENT TRAP #1 IS RELEASED BY ENVIRONMENTAL INSPECTOR, CONVERT TO SWM/BMP. .I Itj I N k\ SEE ST#2 REMOVAL DETAIL A - i Nl ...... ..... ....... A- I II oil I M*,w j •um Ag 25. ANY EMAI I G OD ING/LANDSCAPING SHALL BE COMPLETED. 26. ALL E&S MEASURES SHALL BE INSTALLED AND MAINTAINED PER LATEST EDITION OF VIRGINIA EROSION AND SEDIMENT CONTROL MANUAL. )27.85 27. NO EROSION AND.SEDIMENT CONTROL MEASURES CAN '2 7. 2' BE REMOVED WITHOUT APPROVAL OF THE ENVIRONMENTAL INSPECTOR FOR THE PROJECT. E & S LEGEND. -WL—WL—WL- LIMITS OF DISTRUBANCE —X --X SILT FENCE TP TP TREE PROTECTION z DIVERSION DITCH DIKE CE CONSTRUCTION ENTRANCE ST SEDIMENT TRAP CD CHECK DAM IP -1 SILT, FENCE DROP INLET PROT:ACTION 0 < 0 ..... ... ....... b c < u; Zo- - -------- Li 4, i. LLJ < p7p < > /A 60 0 JFB2 0 04 c) 0021--, jE c%l uj co SEDIMENT TRAP #2 REMOVAL PLAN z NIT.S,I 0 M Z o Lu A 0 00 00 ... ........ �-e x � et, A\ L u p Wh-� "A ,Now -<7� Olt Z cy) Q) x :> Jx- ; > X - X� 0 51:'N A Ix 71 -X g - I uj lz� <x, dl Q) "x Lu Q x x X x x X X ro Lu Q SOILS MAP ll+ 4, + COMPILED FROM U.S.D.A. SOIL CONSERVKIION SERVICE + I + SOIL SURVEY OF ALBEMARLE COUNTY z,-,, + + 2 N.T.S. UDORTHENTS, EWAK LOAM El SDP 2009-00034 Lu lu z 0 Lu IS CL 4 LLJ Ld LA- 0 0 v 0 LLJ 0 LL. < >ry Ljj LL- 0 A V) ctf < z 0 < z N Lj 0 Z z L'i D 0 z b 0 0 c) 0 j__ 0 < 0 ..... ... ....... b c < u; Zo- - -------- Li 4, i. LLJ < p7p < > /A 60 0 JFB2 0 04 c) 0021--, jE c%l uj co SEDIMENT TRAP #2 REMOVAL PLAN z NIT.S,I 0 M Z o Lu A 0 00 00 ... ........ �-e x � et, A\ L u p Wh-� "A ,Now -<7� Olt Z cy) Q) x :> Jx- ; > X - X� 0 51:'N A Ix 71 -X g - I uj lz� <x, dl Q) "x Lu Q x x X x x X X ro Lu Q SOILS MAP ll+ 4, + COMPILED FROM U.S.D.A. SOIL CONSERVKIION SERVICE + I + SOIL SURVEY OF ALBEMARLE COUNTY z,-,, + + 2 N.T.S. UDORTHENTS, EWAK LOAM El SDP 2009-00034 Lu , w. ,as _.nrv�rsm.'_R..�•-.,. , �r AD ytj .,,� -rv.\...........'a4=^*'�.,",rLe.��.:�>':r�✓^'e�-':e%r .� •� �Sjl +���'� V„I1�j1 +C.•Ilie� ,(qy�t,, cgq J@g qj aryl, 12 CIT U tE c SATES(TO MATCH MASONRY) i • ..i .,rri`\ � `�! � .� _ '� �Y - , t ' o o , � ��e � ,;�`.,^' 4t.,.,,-„;:.• I i s-,.��'x3L! �. 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'- a� x _ ..S i_ _ • !• �. • ''J � _,,, i r `•� \ `,y fes*" V EDGE �\-r-''� 1. , .THE S�'ILLOVER � OF LIGHTING F TYP. .. . • . , • . , • • . , • .. ' . ... , • - �_. FROM P �,. 'f. ' ,�. '. . �.. ' , ' . , ' �' /�- , _ ARKING AREA LUMINAIRES ONTO- PUB '� �� � •.�' ,y : r ROADS BUC .�. `' "t\ t • �'.�' . - j OR PR PERTY IN RESIDENTIAL OR;; ,a, �\ t� �a .. _; •moi: ^� �,� \ \- � RURAL AREA ZONING DISTRICTS —3— .— — ; ' !S 4\ 4 •.� f _. ,• f' - .. •• •. • ,• ,• i • � f � .�. .-- ___ ^ q SIE uJ � SHALL HALLNOT, UT EXCEED XC E E D ON E - -AL= FOOT 1 � FU OT CA N D2'EACH R LUMINAIRE EQUIPPED WITH.OUTDO MITS �OQO�.AMP WHICH - .. �,.2�4t, ,,.� �t� �`�°3 t z, �,i ,�;: :�� a ��` �� '� \ � ��,:4 {� i`\:,,�M1� :' ��t: `z�t; ', f.•s7 . .• . • �. 'Q• . '~.,�• „ -.�. ;tz G. y,�••; • {' .�d� .p.� �� r•,�.�,�,'.. . ,s� •.' �:,, •r • . • . . -, ,•�..,•'.. •. �,. �- . ' •. '.-,. � • . •, • ,� � '.� �--f � ° ,.; '.---\-''� `t , , �y,\-- �\ .=\R �\ _,". co MURE IN!TIAL�LUMENS SHALL 13E A FULL �UT�U•= LUMINAIRE OR � DECORATEiE tLUMfNA,RE WITH U��CUT OFF OPTICS.- „�-- ''4 � , � . • . - h • . , �`£' � \ � K.. ,w NOTE: SITESIGNAGE REQUIRES SEPARATE PERMITS PER ZONING N I N C O R D I N A�CE ✓" �3 1 ' . �� t �f:• - � - r - ,.� 1 'd d •✓ �th� � 1 /'�� (� /f. , q , 14 "t BOUNDARY AND TOPOGRAPHY PHY Aga HENC,HAARKS. �ALLROOF TOP SHALL NOT BERISIBLE -ROM T-� ROiUTE ��N AaSOC�ATE5, INC.DATED FEBRUARY 5, 2009.FROYJDOWNER PER ROGER W. RAY ENTRANCE C .� �'\ \ o NOTE: SOURCE s� MARK: aL a/ U R C E �- - � 4.. --B��DINC�, ARKINC �ETBACI� �a ;,;; � _�'.F s COAST A�ac c�ot�E��c ���v� � � �,.:, ;t 1 °� ` ��, ��Eo���� ;> ,/� ,• .�� o� ��� ��, , R E� � LATS O I� S � �� �-� ZONING � � � TOP OF A CONCRETE � s �w: t ; r, �. �r� '•., - '� OM ALBE�A�?��E _ � �`-'^'`. _� N � N � ..w....,,..` �( a✓� a � ty 3 � � 4 � A�� _ \. iY,• _„/,�' .r, ' J�.l A .. .. . cATEfl AT E lNTERSECTIO;I c,.T, z . RDNAN� '"`� ,cs.-� SE OF d�E CORNER >a Ei,i',fj GARAGE; L HEIGHT � x �' 3 �. EIGHTL � - - •'i:.�a'J 'NEST a a'' � ;\ t, L .c j.,/6s. ,�• ,,,a '-� " n " 3UILDING3 No 2 e m. i ,+ �'\ sZ,.. , - -• ,:»: �3 AND .A 3.,�. ;i -yp 'CENTERLINE r•� ._,. ..X ..,�• e l! .Y�r� 1 .�.•. OF I � 3i. ,b!' - ••.,, 'i � •�• ;psi � -ea , � � �, ,� THE ��.s � 9 E,,�.B?4E C�' �,�' , � ) ;- 4--`z ,.. �: -- t -'' FROM •- � •' � � J �i 3 y � �,J i, '� I } :.sq -.w, , 6'• � s .'tE3i :-i y" a - - ,i �� ::L � s.s �3 � - }} "� y��{ ars- gq� � 'a .,. � - .. g , � 3 s' �p-p �j -y; ;...�, -... �1 � �i� ANY -•� �-:`i3.,. 1 � � .;3�'J -�•u.� :i3%- �.�'? :3��.=.a�3i3Si��aq 't` i,•; r'•- . { gi. _ , .F a � � 9 3 � ® , • ,•« � y �q -Ja e . :✓n�, 5� i , - g - j' g , -,• - 'Ji i 4M'i' .:his f \ _ .'''('' M > ARD ]REQUIREMENTS � ���rA�,c--��z.���� � E: , � �;� �. �j - a , < t' ,a > " , J. \ SCALE lN FEET U i3} w#.3 � 6' #i? q� r l r y 0 -t t Z 2 'Q 1 O {i � t Q /�/ 3i Z w0 Y•' 4� i Z a Lo J v W O Vi w� W z i^' W tJ V U LLJ LL U w W J Q Q s t CL 0 I 0 o 0 0 U Cn z Q z o ' p AL V.. 'r t Z'2 �} # .. �� �i > � �-a > a r s _ _... ,- ,� _-._.._ _� . ..-_-_.. FCURB4 r ' , ' -{� • . 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' , ' . , ' �' /�- , _ ARKING AREA LUMINAIRES ONTO- PUB '� �� � •.�' ,y : r ROADS BUC .�. `' "t\ t • �'.�' . - j OR PR PERTY IN RESIDENTIAL OR;; ,a, �\ t� �a .. _; •moi: ^� �,� \ \- � RURAL AREA ZONING DISTRICTS —3— .— — ; ' !S 4\ 4 •.� f _. ,• f' - .. •• •. • ,• ,• i • � f � .�. .-- ___ ^ q SIE uJ � SHALL HALLNOT, UT EXCEED XC E E D ON E - -AL= FOOT 1 � FU OT CA N D2'EACH R LUMINAIRE EQUIPPED WITH.OUTDO MITS �OQO�.AMP WHICH - .. �,.2�4t, ,,.� �t� �`�°3 t z, �,i ,�;: :�� a ��` �� '� \ � ��,:4 {� i`\:,,�M1� :' ��t: `z�t; ', f.•s7 . .• . • �. 'Q• . '~.,�• „ -.�. ;tz G. y,�••; • {' .�d� .p.� �� r•,�.�,�,'.. . ,s� •.' �:,, •r • . • . . -, ,•�..,•'.. •. �,. �- . ' •. '.-,. � • . •, • ,� � '.� �--f � ° ,.; '.---\-''� `t , , �y,\-- �\ .=\R �\ _,". co MURE IN!TIAL�LUMENS SHALL 13E A FULL �UT�U•= LUMINAIRE OR � DECORATEiE tLUMfNA,RE WITH U��CUT OFF OPTICS.- „�-- ''4 � , � . • . - h • . , �`£' � \ � K.. ,w NOTE: SITESIGNAGE REQUIRES SEPARATE PERMITS PER ZONING N I N C O R D I N A�CE ✓" �3 1 ' . �� t �f:• - � - r - ,.� 1 'd d •✓ �th� � 1 /'�� (� /f. , q , 14 "t BOUNDARY AND TOPOGRAPHY PHY Aga HENC,HAARKS. �ALLROOF TOP SHALL NOT BERISIBLE -ROM T-� ROiUTE ��N AaSOC�ATE5, INC.DATED FEBRUARY 5, 2009.FROYJDOWNER PER ROGER W. RAY ENTRANCE C .� �'\ \ o NOTE: SOURCE s� MARK: aL a/ U R C E �- - � 4.. --B��DINC�, ARKINC �ETBACI� �a ;,;; � _�'.F s COAST A�ac c�ot�E��c ���v� � � �,.:, ;t 1 °� ` ��, ��Eo���� ;> ,/� ,• .�� o� ��� ��, , R E� � LATS O I� S � �� �-� ZONING � � � TOP OF A CONCRETE � s �w: t ; r, �. �r� '•., - '� OM ALBE�A�?��E _ � �`-'^'`. _� N � N � ..w....,,..` �( a✓� a � ty 3 � � 4 � A�� _ \. iY,• _„/,�' .r, ' J�.l A .. .. . cATEfl AT E lNTERSECTIO;I c,.T, z . RDNAN� '"`� ,cs.-� SE OF d�E CORNER >a Ei,i',fj GARAGE; L HEIGHT � x �' 3 �. EIGHTL � - - •'i:.�a'J 'NEST a a'' � ;\ t, L .c j.,/6s. ,�• ,,,a '-� " n " 3UILDING3 No 2 e m. i ,+ �'\ sZ,.. , - -• ,:»: �3 AND .A 3.,�. ;i -yp 'CENTERLINE r•� ._,. ..X ..,�• e l! .Y�r� 1 .�.•. 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Flf i7iVGS SMALL BE PVC {ASTM 2464, D2A6>S� ��r'11 t • v> j �,,„�' ao w^' ! 5 < , `i� * ��,3 . t j S< 3 •»a $:.d F G" 3 ' k � , . t ' �.y t X ;' 1, < \ e\,_-, ' '"�... a L wi,,, 1 .3. LEADER SIZE IS 6' # WIiH SLOPE AT MMI.2.087. _,,,,. � � ' � � � , _z1. , I �4. ALL .KIM S AND CONNI" CCTI+ONS SHA!_.L : BE WATM °tK w/ _cIpA M ern Pvt . � �, \ \ ` t\ ��{ � �'�c; �, �\ � � �� J r i ' { � 3 � -�'� � \ SMP 'C' SECTION A --A t} ff ,.._,w-' ,! t pis 1 ' ` ,-C i ..,.,, ,'^ J i 3 (- J \ ``'� i ~5 _ 11 1, I i. :i y. r �, / p� q _!�� d �. \ Xl\ �' (h� ,41 'A tis 1 ,. ``�Ye-.� '� O @9 £ ,�+.,+•.✓- i, ';'.y1111� S �9 N'" •r"' ? , \,� \'.:,\ ,.,.\ '\, / t 'I \, , � * / e ` -, €ice 1 °- � �, .- � 4 r_'� `' i ; „ \ ° ` , '°) S�t. .,'�": 'v q y 4x w'" t qrx '`\ �\ I w sN.. I 1 4. \ , t\}}�s I 1 y ..�.« C � y..a,1 fix... °5 3. �'p _ A 1 ,p;- .+\\ I } -\ i I a .t �l \ a .'l:°r _'�S 'f �,S E'.+' 1 • r. '"''. >`.4 ,.3�ti�' '`�� � ,S 56 h", V . \ 4�,r,,,� �' \`y '\ (6 S � Si ."- ' �'h9_ / '& A '` 1. l ,.✓'- q' : `, \ -.-. _.., lb r. \_�, - 1, b , I 0� -,--, )L.". - I z " -:7- , () yf t \ w` ® \ t •-I o 10 , cc ,11 '"w,f,� r 2P ,o, - ` � E , f , I IN FEET L. is x\'Q�fl P,�, \'30-. --' \ ��. 1 ; 0) _. Z S x BMP CA 1A LAJ I IkA c) ck: 1 0 S. zl� N 286.1 6% 7W tzLa�; 719 t m 01 -41 Zi 0000r� 4000, 000r10000-400�� DA= 0.42AC. C= 0.56 TC= 7 MIN DA= 0.23 AC. C= 0.90 Tc= 5 MIN ODA=. 0.22 Ac. C= 0.65 Tc= 5 MIN Ilk I o 4� k 40 0 40 --80 SCALE IN FEET DA= 0.26 AC® C= 0.90 Tc= 5 MIN DA= 0.03 AC. C= 0.90 Tc = 5 MIN DA= 0.91 AC. C= 0.75 TC = 8 MIN ....... ............. ... !�Rummel, Klepper & Kahl, LLP 10-vr Stormwater Inlet Computations 522.52, WEAControl Depth (ft) S= 0.50% EX. MH -1 (TO REMAIN) Normal Depth (ft) 66 L.F. OF 15"0 INV.IN = 526,00 RCP CL III INV.OUT = PIPE 521.23, Z�2X TOP = 534.95 zi S= 1% 519.80 _-Consulting Engineers I 1801 East Main Street ProjectName: MARTHAJEFFERERSON HEALTH SERVICE jDate 61412008 S= 7.23% 0.352 L.F. OF 24"0 RCP CL III PIPE 145 L.F. OF 36"0, RCP CL III PIPE INV.IN -- 521.89, INV.OUT= EX. DI -3A (TO REMAIN) 619.82 2� ON Locadon: ICHARLOTTESV I_.*Computed by 'AK 1 -S2n TOP = 528.44 0-3/0 4X- TOP = 529.16 S= 0.76% 1,558 62 L.F. OF *24"0 RCP CL IIIPIPE 0.96 APrq. No: 1809m0-01 1 i 3 SGpeckedby IRTM INV.IN = 521.74, INV.OUT = EX. DI -313, L=12 (TO REMAIN) 1 53 L.F. OF 24"0 RCP CL III PIPE . .......... 5A INV.IN = 521.18, INV.OUT = 520.83, 0.540 0.000 1 -S2n S=0.66% 0.390 0.376 0.057 71 L.F. OF 18"0 RCP CL III PIPE 1,633 CONVERT EX. DI -3A TO MH -1 X. Z� l A INV.IN = 522.50,, INV.OUT = 522.27, 1-82n TOP = 527.93 INLET W < 0.059 S=0.32% 1.642 Q 0 Qt S Sx T W RCP CL III PIPE Z�2X. TOP = 527.27 1,704 INV.IN = 520.67, 0 W = 520.05, 1 0,575 0.000 Qi Ob 0Al2 0.402 30 T 6B 14 L.F. OF 24"0 RCP CL III PIPE ZLDI W 0 W INV.OUT = 519.95, W TOP= 526.50 1,696 S=0.66% < x W W . (PROVIDE OPENINGS FOR 6" UD91S) Uj 0.410 0A26 0,416 0.063 54 L.F. OF 15"0 RCP CL III PIPE 50DI-7, GRATE TYPE III W/IS-1 1.23 519.90 :D 0 0.000 g >1 0.434 co0 0.065 + 1.777 1,27 1.27 tot Q 0.000 I -s2n 1 0.424 0.441 Ix 0,067 3.378 1.780 z -j z > > U. 0 E LIM! LU x E E 2 0 0 M z Uj 1-- 0 1 21 0 E 0 W Uj W UJI Ix 0 Remarks a) < 5 E It E J J= E Remarks LL < W W z C W -C 1-- C - 4U LTi - 4J Uj > O. 0 (D > tt-- 0QW Q) a) E .2 - CL 0 Z3 elf CL EX20 EX1 0.77 0.60 0.46 0.46 145.0 12.00 3.82 1.76 :534.95 523.70 522.60 0.0076 36 8.2 58.0, 0.29 G EX1 EX2 0.67 0,78 0.52 0.98 71.0 12.29 3.78 372 528.99 522.50 522.27 0.0032 18 3.4 6.0 0.35 H 30 EX.2 0.91 (AC.) 0.680.68 3 in/hr 8.00 (efs) 3.06 (Fr Ft) (FT/Fr) 522.52 0.0050 15 3.7 4.5 0.24 11 N -,it EX2 EX3 1-4 (FT) , (Cfs 33.0 12.65 3,73 622 527.27 522.25 EX4 DI -3A 2.510.11 5.9 0.78 0.09 6.5 0.56 0.00 0.561 0.011 0,020 5.26 2 1 0.38 0.083, 4.15 529.49 521.89 52178 0.0016 24 2.5 9.0 10,56 0.00 0.12 0.46 0.26 5.82 0.09 EX5, DI -3A 2.5 0.13 0.72 0,09 4 0,37 0,00 0.37 0.018 0,027 3.43 2 0.584 0.083 3.07 1 33 0.139 0.166 4.7 2.5 0.74 0.28 0.10 521.23 0,0723 15 14.1 17.3 10 1 DI -213 4 0.35 0.85 0.3 6.5 1.93 0.00 1.93 0.029 0.053 3.80 2 0Z26 0.083 1.666 5.8 18.3 0,15 E EX6 4 0.00 1.93 0.00 0.23 0.46 0.50 4.34 1.60 11 DI -213 6 0.23 0.76 0.17 4 0.6.9 0.00 0.69 0.022 0.027 4.15 2 0.482 0.083 3.074 1 3.3 0.139 0.166 6.5 6 0.99 0.68 0.01 0.19 A, Al 1 8 0.00 EX 40 DI -3A 2.51 02910.59 13.75 0.17 6.5 1.11 0.00 1.11 0.013 0.049 3.77 2 0.53 0.0.13 0.265 9 0.48 0Y9 0.38 2.84 2 13.81 1.11 0.00 0.18 0,46 0.39 3,76, 24 60 DI -213 20 0.69 0.74 0.51 . 6,5 3.32 0.00 3.32 0.013 0.022 9.38 2 . 0.213 U83 3.773 0.0064 15 4.2 .5-2 0.17 1201 1 3.32 0.00 0.16 0,46 0.35 7.05 14.52 DA= 0.29 AC. C= 0.59 TC = 7 IN DA= 0.13 AC. C= 0.72 Tc= 5 MIN DA= 0®1 1 AC. C= TC = 5 MIN DRAINAGE DESC-RIP.TIONS INV.IN = DZZ./V, INV.OUT = 522.52, WEAControl Depth (ft) S= 0.50% EX. MH -1 (TO REMAIN) Normal Depth (ft) 66 L.F. OF 15"0 INV.IN = 526,00 RCP CL III INV.OUT = PIPE 521.23, Z�2X TOP = 534.95 zi S= 1% 519.80 0.504 CONVERT EX. DI -3C TO MH -1 Ax TOP = 529.49 S= 7.23% 0.352 L.F. OF 24"0 RCP CL III PIPE 145 L.F. OF 36"0, RCP CL III PIPE INV.IN -- 521.89, INV.OUT= EX. DI -3A (TO REMAIN) 619.82 2� ON INV.IN = 523.70 , INV.OUT = 522.60, 1 -S2n TOP = 528.44 0-3/0 4X- TOP = 529.16 S= 0.76% 1,558 62 L.F. OF *24"0 RCP CL IIIPIPE 0.96 ZIA INV.IN = 521.74, INV.OUT = EX. DI -313, L=12 (TO REMAIN) X. 53 L.F. OF 24"0 RCP CL III PIPE X. TOP = 528.99 5A INV.IN = 521.18, INV.OUT = 520.83, 0.540 0.000 1 -S2n S=0.66% 0.390 0.376 0.057 71 L.F. OF 18"0 RCP CL III PIPE 1,633 CONVERT EX. DI -3A TO MH -1 X. Z� l A INV.IN = 522.50,, INV.OUT = 522.27, 1-82n TOP = 527.93 0.398 0.384 0.059 S=0.32% 1.642 1M 1.08 519.86 0.564 CONVERT EX. DI -3A TO MH -1 1-62n 94 L.F. OF 24"0 RCP CL III PIPE Z�2X. TOP = 527.27 1,704 INV.IN = 520.67, INV.OUT = 520.05, 1 0,575 0.000 1 -S2n S=0.66% 0Al2 0.402 30 -7, GRATE TYPE 111 W/Is- i 6B 14 L.F. OF 24"0 RCP CL III PIPE ZLDI 0.000 1-62n INV.IN = 520.05, INV.OUT = 519.95, 0.063 TOP= 526.50 1,696 S=0.66% 1.19 519.89 0.692 (PROVIDE OPENINGS FOR 6" UD91S) -S2n 0.410 0A26 0,416 0.063 54 L.F. OF 15"0 RCP CL III PIPE 50DI-7, GRATE TYPE III W/IS-1 1.23 z OA INV.IN = DZZ./V, INV.OUT = 522.52, WEAControl Depth (ft) S= 0.50% Flow Type Normal Depth (ft) 33 L.F. OF 18"0 RCP CL III PIPE X 2 INV.IN = 522.25, INV.OUT = 521.92, 0.88 S= 1% 519.80 0.504 CONVERT EX. DI -3C TO MH -1 Ax TOP = 529.49 0.367 0.352 L.F. OF 24"0 RCP CL III PIPE L69 INV.IN -- 521.89, INV.OUT= 521.78, 619.82 S= 0.16% 0.000 1 -S2n EX DI -3A (TO REMAIN) ' 0-3/0 4X- TOP = 529.16 3.131 1,558 62 L.F. OF *24"0 RCP CL IIIPIPE 0.96 ZIA INV.IN = 521.74, INV.OUT = 521.22, 1-62n S= 0.84% 0.083 LEX. X DI -3A (TO REMAIN) 3.170 1.624 TOP = 532.29 1.00 SSD 56 L.F. OF 4"o PVC INV -IN = 525.60, INV.OUT = 519.44 S= 11.00% 58 L.F. OF 8"0 PVC INV.IN = 525.60,. INV.OUT = 523.5 S= .3.62% 92 L.F. OF 4"o PVC INV.IN = 525.25, INV.OUT = 523.5 S= 1.90?/* NOTE HDPE.OR APPROVED EQUAL MAY BE SUBSTITUTED IN LIEU OF RCP CL III PIPE FOR THE STORMWATER SYSTEM. HOWEVER, CULVERT #80 MUST REMAIN RCP CL III PIPE AS SPECIFIED. DA= 0.77 AC, C= 0.60 Tc = 12 MIN DA= 0.67 ACI. C= 0.78 Tc= 7 MIN DA= 0.50 AC. C= 0.80 TIC= 7 MIN Table 2 - Culvert Summary Table: Culvert 1 DA= 0.19 AC. C= 0.60 TC = 7 MIN DA= 0.35 AC. C= 0.85 Tc= 6 MIN DA= 0.20 AC. C= 0.75 Tc = 5 MIN DA= 0.36 AC. C= 0.52 Tc = 7 MIN Total Discharge (Cfs) Culvert Discharge (cis) --HeadwaterOutlet Elevation (ft) WEAControl Depth (ft) Control Depth (ft) Flow Type Normal Depth (ft) C61cal Depth (h) Outlet Depth (ft) Tailwater Depth (ft) Outlet Velocity (tt/$) Tallwater Velocity (IUs) 0.88 OM 519.80 0.504 0.000 1 -S2n 0.350 0.367 0.352 U53 3.094 1.546 0.92 1 0.92 619.82 0.516 1 0.000 1 -S2n 0.359 0-3/0 0.1160 0.055--- 3.131 1,558 0.96 0.96 519.83 0.528 0.000 1-62n 0.367 0.083 0,368 0.055 3.170 1.624 1.00 1.00 519.84 0.540 0.000 1 -S2n 0.376 0.390 0.376 0.057 3.205 1,633 1.04 1.04 519.85 0.562 0.000 1-82n 0.383 0.398 0.384 0.059 3.248 1.642 1M 1.08 519.86 0.564 0.000 1-62n 0.390 0.405 0.394 0.059 3.258 1,704 1.11 1.11 519,88 1 0,575 0.000 1 -S2n 0.397 0Al2 0.402 0.061 3.288 1.710 1.14 . 1.14 519.88 0.583 0.000 1-62n 0.401 0.417 _0.407 0.063 u15 1,696 1.19 1.19 519.89 0.692 0.000 -S2n 0.410 0A26 0,416 0.063 3,365 1.773 1.23 1.23 519.90 0,603 0.000 -1 1 -S2n 0.417 0.434 0.424 0.065 3.400 1.777 1,27 1.27 619.91 0.613 0.000 I -s2n 1 0.424 0.441 0.431 0,067 3.378 1.780 Inlet Elevation (invert): .519.30 ft, Outlet Elevation (invert): 519.05 It Culvert Length: 48.00 ft, Culvert Slope; 0.0052 42 L.F. OF 15160 RCP CL III PIPE CA INV.IN = 517.27, INV.OUT = 517.00, S= 0.64% UNDERGROUND DETENTION (5) 107 L.F. OF 48"0 RCP CL III DETENTION PIPE INV.IN = 516.50, INV.OUT = 516.10 W/(2) 32'X5' JUNCTION MANIFOLDS. M.H., TOP = 522.80 INV. = 516.50 M.H., 13 TOP = 525.70 INV. = 516.85 M.H., TOP = 525.10 INV. = 516.75 M.H., TOP = 521.80 INV. = 516.40 14 L.F. OF 24"0 RCP CL III PIPE INV.IN = 516.37, INV.OUT = 516. TOP = 525.00 28, S= 0.64*/* (PROVIDE OPENING FOR 6" UD) 49 L.F. OF 15"0 RCP CL III PIPE OA INV.IN = 519.42, INV.OUT = 519.10, DI -413, L=6, W/IS-1 S=0.65% 11 MODIFIED W/ INTERIOR WEIR AMH -1, TOP= 522.10 1-yr,st 7 TOP = 527.00 UD9S) Co EX. 80 L.F. OF 24"0 RCP CL 43 L.F. OF 24"0 RCP CL III PIPE 511.71, INV.IN = 519,00, INV.OUT = 518.50, (consulting S=1.16% PIPE SD A DI -7, GRATE TYPE III, W/IS-1 S=0.00% TOP = 524.00 (PROVIDE OPENINGS FOR 6" UD'S) LL. 214 L.F. OF 24"0 RCP CL III PIPE SA INV.IN = 513.40, INV.OUT = 517.33, JEFFERERSON HEALTH SERVICE S=0.5% 6/412008w.: HEALTH SERVICE DI -3B, L=20 Date 60 W/11S-1 < ,j ;Richmond, Tnp = 42 L.F. OF 15160 RCP CL III PIPE CA INV.IN = 517.27, INV.OUT = 517.00, S= 0.64% UNDERGROUND DETENTION (5) 107 L.F. OF 48"0 RCP CL III DETENTION PIPE INV.IN = 516.50, INV.OUT = 516.10 W/(2) 32'X5' JUNCTION MANIFOLDS. M.H., TOP = 522.80 INV. = 516.50 M.H., 13 TOP = 525.70 INV. = 516.85 M.H., TOP = 525.10 INV. = 516.75 M.H., TOP = 521.80 INV. = 516.40 14 L.F. OF 24"0 RCP CL III PIPE INV.IN = 516.37, INV.OUT = 516. F131 10'X6, TOP = 526.00 FB3 8X4, TOP F82 6'X4 I , TOP = 525.80 FB4 6X6", TOP LO 28, S= 0.64*/* Storm Drain DI -2B, L=4 10 W/IS-1 LL - 0 TOP= 522.80 DI -413, L=6, W/IS-1 ----- 11 MODIFIED W/ INTERIOR WEIR WALL Rummel, Klepper & TOP= 522.10 1-yr,st 40 (PROVIDE OPENINGS FOR 6$9 UD9S) Co EX. 80 L.F. OF 24"0 RCP CL III PIPE INV.IN = 516.21, INV.OUT = 511.71, S= 5.6% IConsultingi Engineers (consulting 48 L.F. OF 15"0 RCP CL III PIPE SD INV.IN = 519.30, INV.OUT = 519.06, S=0.00% FILTERRA" BOXES F131 10'X6, TOP = 526.00 FB3 8X4, TOP F82 6'X4 I , TOP = 525.80 FB4 6X6", TOP LO Rummel, Klepper & Kahl, LLP 2 -yr Storm Drain Computations 0 LL1 LL - 0 ----- V) Rummel, Klepper & KaW, LLP 1-yr,st 40 orm Drain Co mputatio Its IConsultingi Engineers (consulting Engineers V) Ld > LL. East Main Street 801 Fast Main Street Prqect N ame: MARTHA JEFFERERSON HEALTH SERVICE Date 6/412008w.: HEALTH SERVICE Date mond, VA 1 < ,j ;Richmond, Lc�atollCHARLOTTESVILLE < 'Computed by AFC C omputed by AK V) I.- ;Prci. No: ........... 0 E Z ----------- . ...... Checked by RTM A9 -030-0I LLJ Checked by RTM C) V ) I. LLI LLj LJ U- < < LL- @ Ld LLJ LLJ o-C- CIO -j LLI Li (,D 17- < < > z 171 > 0 E LIM! LU E E 2 0 0 < Q 1-- 0 1 21 0 E 0 0 E E Remarks a) < 5 E E J J= E Remarks LL < W 0 0 C W -C 1-- C - 4U LTi - 4J NG) 0 (D > tt-- 0QW Q) a) (D > .2 - CL 0 Z3 elf CL EX20 EX1 0.77 0.60 0.46 0.46 145.0 12.00 3.82 1.76 :534.95 523.70 522.60 0.0076 36 8.2 58.0, 0.29 G EX1 EX2 0.67 0,78 0.52 0.98 71.0 12.29 3.78 372 528.99 522.50 522.27 0.0032 18 3.4 6.0 0.35 H 30 EX.2 0.91 0.75 0.680.68 1229 54,0 8.00 4.48 3.06 527,00 522.79 522.52 0.0050 15 3.7 4.5 0.24 C: EX2 EX3 0.00 0.75 0.00 1.67 33.0 12.65 3,73 622 527.27 522.25 521.92 0.0100 18 5.9 10.5 0.09 C EX,3 EX4 0.00 0.75 0.00 1.67 69,0 12.74 3.72 620 529.49 521.89 52178 0.0016 24 2.9 9.0 0.40 0.09 EX4 EX.5 0.11 0.78 0.09 1.75 62,0 13.14 3,66 6.42 529-16 52114 52122 0.0084 24 6.6 20.7 0.16 9.0 EX.40 EX.5 0,29 0.59 0.17 0.17 66.0 7.00 4.69 0.80 532.29 526.00 521.23 0,0723 15 14.1 17.3 0.08 D EX.5 EX6 013 0.72 0.09 21.02 53.0 13.30 3.64 7,35 528.44 521.18 520-83 0.0066 24 5.8 18.3 0,15 E EX6 7 0.00 0.72 0.00 0.44 108.0 13.45 3,63 1.60 527.93 520.67 519.95 0.0067 24 5.9 18A 0.31 0-0066 50 7 0.65 0.68 0A4 0).44 49.0 7.00 4.69 2.07 525.00 519.42 519A0 0.0065 15 4.2 5.2 0.19 A, Al 7 8 0.00 0.68 0.00 2.46 43.0 13.75 3.59 8.82 527.001 519.00 517.77 0.0286 24 12.2 382 0-06 519,10 8 9 0.48 0Y9 0.38 2.84 214.0 13.81 3.58 10.17 524.00 517.67 516.60 0.0050 24 5.1 16.0 030 B, 131 60 9 0.69 0.74 0.51 0.51 42.0 7.00 4.69 2.39 524,80 517.27 517.00 0.0064 15 4.2 .5-2 0.17 11,12 9 11 0,35 0.85 0.30 31.65 14.0 14.52 3.50 12.76 521,80 516.37 516.28 0.0064 24 5.8 18.1 0.04 J 11 EX.12 517,00 0.0064 1 �U2 80.0 14.56 3.49 13,34 522.10, 516.21 1 0,0563 24 17.0 1 ; K I L -L-1 LO Ld 0 LL1 LL - 0 V) Rummel, Klepper & KaW, LLP 1-yr,st 40 orm Drain Co mputatio Its 60 (consulting Engineers V) Ld > LL. 801 Fast Main Street . . ....... .. 'ProjectNarne: "MARTHA JEFFERERSON HEALTH SERVICE Date 6/412OC6. < ,j ;Richmond, VA I < on:CHARLOTTESVILLE C omputed by AK V) I.- F - 0 E Z ----------- . ...... w. Prol No: A9 -030-0I LLJ Checked by RTM C) V ) I. LLI LLj LJ U- < < LL- :2 Ld LLJ LLJ o-C- CIO -j LLI Li 17- < < z 171 > 0 LIM! E u Q E 0 011-M a) 0 5 0 E - E Remarks LL < W 0 0 C W -C 1-- C - �5 0 tt-- 0QW Q) a) (D > 0 Z3 CL W EX20 EXI 0,77 0.60 0.46 0.46 145.0 1100 5.00 2.31 534.95 523.70 522,60 0.0076 36 8.2 58,0 0.29 G EXI EX2 0.67 0.78 0.52 0.98 71.0 1229 525 5.17 528.99 522.50 522.27 0.0032 18 3,4 6.0 0.35 H 30 EX2 0.91 0.75 0.68 0.68 54.0 8.00 6.17 4.21 527.00 522.79 522.52 0.0050 15 3.7 4.5 0.24 C EX2 EX3 0.00 0.75 0.00 1.67 33.0 12.65 5.19 8,66 527.27 522,25 521.92 0.0100 18 5.9 10.5 0.09 EX.3 EX.4 0.00 0.75 UO 1.67 69.0 12,74 5.18 8.63 529.49 521.89 521.78 0.0016 24 2.9 9.0 0.40 EX.4 EX5 011 0.78 0.09 11.75 62.0 13.14 5,11 8.96 529.16 521.74 521.22 0-0084 24 6.6 20.7 0,16 F EX.40 EX.5 0.29 0.59 0.17 0.17 66.0 7.00 6.44 1.10 532.291 526.00 521.23 0.0723 15 14.1 17.3 0.08 D EX.5 EX -6 0.13 0.72 0.09 2.02 53.0 1330 5.08 10.26 528.44 521.18 520.83 0-0066 24 5.8 18.3 0,15--- E EX6 7 0.00 0.72 0.00 2.02 108.0 13,45 5.06 10,21 527.93 520.67 519.95 0.0067 24 5.9 18.4 0.31 50 7 0,65 0.68 0.44 0.44 49.0 7,00 6,44 2,84 525.00 51942 519,10 0.0065 15 4.2 5.2 0.19 A, Al 7 8 0.00 0.68 0.00 ' ,' .A6 43.0 13.75 5,01 12.33 527.00 519.00 517.77 0.0286 24 1212 3812 1 0.06 8 9 0.48 0.79 0.38 ' 2.84 214.0. 13.81 5.00 14.20 524.00 517.67 616.60 0,0050 24 5.1 16.0 0.70 B, 131 60 9 0.69 0.74 0.61 0.51 42.0 7.00 6.44 3.29 524.80 517.27 517,00 0.0064 16 4.2 1 5.2 1 0.17 11,12 9 11 1 0.35 1 0.85 0.30 3.65 1 14.0 14.52 4.89 17.85 521.80 51637 516.28 0.0064 24 5.8 18.1 0.04 11 EX. 12 0.23 0.75 0.17 3.82 80.0 14.56 4.89 18.67 522.10 516.21 51131 0,0563 24 17.0 53.5 0.08 K LO Ld 0 LL1 LL - 0 V) 60 W V) Ld > LL. 0 < V) < < > V) I.- F - 0 Z Z LLJ 0 C) V ) I. LLI LLj LJ U- < < LL- :2 Ld LLJ LLJ CIO -j LLI Li 17- < < z 0 LIM! 5 530 520 5201 15)# R 0+00 TO 0 N it meers Consulting Eng' 801 East Main Street 'Prciect Name: WARTHA JEFFERERSON HEALTH SERVICE, ate 6/4120W iRichmnd,VA Location: "CHARLOTTESVILLE C omputed by Prj. N g. 1809-03W C hecked by iRTM n fyy ac .. . .......... ------------- d z N LO LO d 00 00 CD c.0 0411 LO 0 U-) 0i 0i UZ 0 04, C) � Lo 0 < LO :D if 0 Lo :D 0 LU m F- 0 U) ry: W M V) 0:� :c_ W 0 0 z z z Z) c) U UJI z W Q 00 LO PROPOSED GRADE U) + 04 11 z CL > if 0 7- EXISTING GRADE L/I > > 7- z U) M (n Fx ------------- Vi r__t Vo 4- U) 42 L.F. M 107 L. F. W Z M + C14 000 :D 0 0.32% a) LU 0 0< 0 co 6 4 170 0 48" �CP CLASS 7S I_IIP_1PE_ F U. i CL 24 CP z < (D 0< < LO C) a) 00 < Ld )0 L) to tl0 v) :2 (j) Fy Uj U-1 L0 04 f I r- 04 LO C14 C� cq 00 o ry n 0 00 0 0 L0 0 'M LO 00 U') Bend < c� 1.31 -It N 0 V) cq 0) N CV AN� CN LO LI) CD 04 U-) it �� --t 04 N LO U) W.) C4 x n N Lc) M U, Uj'n 0�_ it Lj on o0l"ll :D O(D 'ry Lr) 0 0 (D .0 ,a if I'- 0� it 00 C14 11 If it I.- if F_ I N it re <007L" a, it I,_ 4- N- < co 00 it if n + 04 . if + + 04 it it U-) :D co "4- it L 64 0, -1 LO 04 11 + 04 0 :D :z Lc) C14cV + LNOtl a3 t 91 1f n I.O:D I + J() Z ::D L0 z 7- w c� LO Z:D I U) _n z it -0 nu) z z ILLJ 14- z 0 Z�; 0 00 o z < 1 11-0 00 z 0 it cy- LLJ co it 7= - V) 110 < > 0 < > Z< x xj_ :5 1> z M 513.31 24 24 r1_ V) 7 -ZZ 1.- => 12.76 1-t Y) - 0 > x I, x XF--�i: Uj >� 0 Z LLJ (n U 1-- V) >� W Ldw Z zzz Ui U in F2 'K z (41:2Y)EEZR; z V) a 3:v) U) MWEE;z 1.78 0 a 30 ^"z Z Ld Lj (n LJ (10 cl!� 517,88 24 24 12.76 5.08 10.17 5.76 14 0.52 0,0032 0-04 0.13 0.14 0.26 90.00 0.53 0.04 517.92 521.30 0 8 1 518.20 24 24 1,0.17112.15 24 8.82 1 5.08 214 1 0.40 0.0020 0.43, 0.10 0.80 0.00.1 0.00 0.90, 0,43 518.63 523.50 7 519.37 24 24 8.821.5.87 24 1.60 12.15 43 2.29 0.0015 0.07 0.57 0,19 0.15 1 30.00 0.91 :z 0.07 519.44 526.50 E)C6 521.55 24 24 1.60 5,84 7.35 5.87 108 0,53 0,0001 0.01 0.13 0.19 0.35 85.00 0.67 1 0.01 521.56 527.43 EX.5 522.43 24 24 7,315 6.58, 6.42 6.84, 53 0,53, 0.0011 0.06 0.13 0,24, 0.05 10.00 0.41 0,06 522.49 527.94 rEX.4 522.82 24 24 1 6.42 2,87 6.20 6.58 62 0,67 0.0008 U5 0.17 0.04 0.02 22.00 0.23 0.28 523.10 529.16 �5 Aftk EX.3 523.38 24 18 6.20 5.92 6.22 4.87 69 0.131 0.0007 0.05 0.03 0A9 0.09 24.00 0.31 j 0.36 523.74 529.49 LEX-2 523.74 18 '18) 6,22 3.371 3.72 5.92 33 0' 5 5 11 0,0035 ]::1�22014 0,06 0.061 0.00 - ------------ 0.00 - 0.20 - ----------- 0 .31 524.06 527,27 I �KA 524.1 6 '18 3 3.72 _2. 411.76- 6) 7 3.37 Y 1 0, 01. 0 0 1 0.009 0.04 - 4 0.37 0.73 118.00 1_4 1.23 5252 8 528.99 1JEX-20 525.28 36 0 1 11.76 0.00 0,00 8,21 I. 1.05 zEXISTING GRADE UO 0.26 0.0 o 0.001 (".0 0.00 0.26 U4 0.26 5256.515 534.95 -PROPOSED GRADE M - LF. --145 0,767 71 LF. 33 LJ' 69 LF. 62 LF. s Aw LF. A 108.00. c-. 36" RCP c LASS, 0.30o 1.00 0 L G. 1 6% 0.84Z L III PIPE 1E CLASS Ill 24" RCP CLASS III PIPE 0. 6 650 0. 6 7%' ZLF 214 24- RCP 'PIPE 743 ---------- I. F. 18" RCP CLASS III PIPE CLASS Ill - ----- ------------ \_-EXSAN. 24" RCP CLASS III PIPE 24'* RCP CLASS III PIPE 167, 0.507. 14 LF. LINE 24 . RCP .............. ......... PIPE 24" RCP CLASS --------- O."x R5O516. 0 4P 1 PIPE 516 -LL 516.50 516. U* pipe 04 6/1 5201 15)# R 0+00 TO N o "" 11 U') I,- if O + 04 U-) Z z 0 >: :2U7Z_ Z_ Z_ EXISTING GRADE PROPOSED GRADE 520 IPE cl- r_U� TA. 1j 0 N it meers Consulting Eng' 801 East Main Street 'Prciect Name: WARTHA JEFFERERSON HEALTH SERVICE, ate 6/4120W iRichmnd,VA Location: "CHARLOTTESVILLE C omputed by Prj. N g. 1809-03W C hecked by iRTM n fyy ac .. . .......... ------------- d z U LO LO d 00 00 CD c.0 0411 LO 0 U-) 0i 0i UZ 0 04, C) � Lo 0 N o "" 11 U') I,- if O + 04 U-) Z z 0 >: :2U7Z_ Z_ Z_ EXISTING GRADE PROPOSED GRADE 520 IPE cl- r_U� TA. 1j 1+00 2+00 "MWE". t4 tRummel, Klepper .& Kalil, Lu 0 N it meers Consulting Eng' 801 East Main Street 'Prciect Name: WARTHA JEFFERERSON HEALTH SERVICE, ate 6/4120W iRichmnd,VA Location: "CHARLOTTESVILLE C omputed by Prj. N g. 1809-03W C hecked by iRTM n fyy ac .. . .......... ------------- d z U C4 LO d 00 00 CD c.0 0411 LO 0 U-) LIJ 0 - _J 0 04 LU + U) 2 r 1t as LZ 0 04, C) � Lo 0 4N- N - LO :D if 0 Lo :D 0 LU m F- 0 U) ry: W M V) 0:� :c_ W 0 0 z z z Z) c) U UJI z W Q 00 LO PROPOSED GRADE U) + 04 11 z CL > if 0 7- EXISTING GRADE L/I > > 7- z U) M (n Fx ------------- Vi r__t Vo L, U) 42 L.F. i 107 L. F. W Z M 0.32% a) LU 0 REMARKS 0 co 6 4 170 15" RCP "IASS 48" �CP CLASS 7S I_IIP_1PE_ 24 CP -111. PjPj:- LIJ 0 LLIL. 0 L) V) 1+00 2+00 "MWE". t4 tRummel, Klepper .& Kalil, Lu 0 N it meers Consulting Eng' 801 East Main Street 'Prciect Name: WARTHA JEFFERERSON HEALTH SERVICE, ate 6/4120W iRichmnd,VA Location: "CHARLOTTESVILLE C omputed by Prj. N g. 1809-03W C hecked by iRTM n Lo it 0 .. . .......... ------------- d z U b zHEAD < 00 O_ LIJ 0 - HEAD LOSSES LOSSES (Y 4N- N - 0 LU > W 0 0 z z z Z) c) 0 UJI z W Q V) w 0 0 CL > 0 7- 0 L/I > :D 0 > D. D1 q) Q, Vi Qj Vo L, U) > w W Z M a) LU 0 REMARKS 0 co LU a- 0 UJI a. LLJ � 0 LIJ 0 LLIL. 0 L) V) UU Uj U .2 - Hf Hf Ho Hi Hb Bend < Ht 1.31 -It 0,5Ht - < CL LTJ 0 Ui A) _j Lie) ry CL :D 0 (D .0 < < cr LL! LLJ 0 _j :z Z z 0 D 0 0 > cy- LLJ LL1 j V) LSI CL' < LLJ LL. (_) - 11 513.31 24 24 13,34 5.76 12.76 17.04 80 4,51 0.0035 0.28 1.13 0.18 0.20 40.00 1.50 1.78 515.09 521.60 9 517,88 24 24 12.76 5.08 10.17 5.76 14 0.52 0,0032 0-04 0.13 0.14 0.26 90.00 0.53 0.04 517.92 521.30 0 8 1 518.20 24 24 1,0.17112.15 24 8.82 1 5.08 214 1 0.40 0.0020 0.43, 0.10 0.80 0.00.1 0.00 0.90, 0,43 518.63 523.50 7 519.37 24 24 8.821.5.87 24 1.60 12.15 43 2.29 0.0015 0.07 0.57 0,19 0.15 1 30.00 0.91 :z 0.07 519.44 526.50 E)C6 521.55 24 24 1.60 5,84 7.35 5.87 108 0,53 0,0001 0.01 0.13 0.19 0.35 85.00 0.67 1 0.01 521.56 527.43 EX.5 522.43 24 24 7,315 6.58, 6.42 6.84, 53 0,53, 0.0011 0.06 0.13 0,24, 0.05 10.00 0.41 0,06 522.49 527.94 rEX.4 522.82 24 24 1 6.42 2,87 6.20 6.58 62 0,67 0.0008 U5 0.17 0.04 0.02 22.00 0.23 0.28 523.10 529.16 �5 Aftk EX.3 523.38 24 18 6.20 5.92 6.22 4.87 69 0.131 0.0007 0.05 0.03 0A9 0.09 24.00 0.31 j 0.36 523.74 529.49 LEX-2 523.74 18 '18) 6,22 3.371 3.72 5.92 33 0' 5 5 11 0,0035 ]::1�22014 0,06 0.061 0.00 - ------------ 0.00 - 0.20 - ----------- 0 .31 524.06 527,27 I �KA 524.1 6 '18 3 3.72 _2. 411.76- 6) 7 3.37 Y 1 0, 01. 0 0 1 0.009 0.04 - 4 0.37 0.73 118.00 1_4 1.23 5252 8 528.99 1JEX-20 525.28 36 0 1 11.76 0.00 0,00 8,21 '145 1.05 0.0000 UO 0.26 0.0 o 0.001 (".0 0.00 0.26 U4 0.26 5256.515 534.95 L-.M]&vWW1 c'q 04 04 Lto O 0 x w N 11) ill it 00 it U-) 0(0 F- U-) h it it 0 0 it 0 O� > + z z :D Lo Uj 0 0 c"I O EXISTING GRADE (n V) >: x 0 z w 0 U) x z z z i Y� EXISTING GRADE 5,30 530; PROPOSED GRADE 7, 45 `,: , 3 \ 54 0 L. F. �j et y 0.509 15" CP CLA SS P/PE 520 520 0+00 STA S Tr1 4 L. 0+00 STA. EX.40 TO J I A. tX.5 0 N it 0 "4 1V 0 U) LID 171 < 0 < 0 cq e) I-- + P (0 < (0 00 if it n + N n Lo it 0 Lf) z z 00 LLI - LO N x P_ x I _x U-1 (A Z J LL 0 LIJ b zHEAD < 00 O_ LIJ 0 - r) C14 LOSSES (Y 4N- N - c'q 04 04 Lto O 0 x w N 11) ill it 00 it U-) 0(0 F- U-) h it it 0 0 it 0 O� > + z z :D Lo Uj 0 0 c"I O EXISTING GRADE (n V) >: x 0 z w 0 U) x z z z i Y� EXISTING GRADE 5,30 530; PROPOSED GRADE 7, 45 `,: , 3 \ 54 0 L. F. �j et y 0.509 15" CP CLA SS P/PE 520 520 0+00 STA S Tr1 4 L. 0+00 STA. EX.40 TO J I A. tX.5 0 N it 0 "4 1V 0 U) LID 171 < 0 < 0 cq e) I-- + P (0 < (0 00 if it n + N n Lo it 0 Lf) z z 00 LLI - LO N x P_ x I _x U-1 (A Z J LL c� x I-_ LU (0 F17 z c'q 04 04 Lto O 0 x w N 11) ill it 00 it U-) 0(0 F- U-) h it it 0 0 it 0 O� > + z z :D Lo Uj 0 0 c"I O EXISTING GRADE (n V) >: x 0 z w 0 U) x z z z i Y� EXISTING GRADE 5,30 530; PROPOSED GRADE 7, 45 `,: , 3 \ 54 0 L. F. �j et y 0.509 15" CP CLA SS P/PE 520 520 0+00 STA S Tr1 4 L. 0+00 STA. EX.40 TO J I A. tX.5 13- P '12_0 0 9 CJ 0 _4 'Rmmel, Klepper & Kahl, LLP -------- ------- - ----------- 'Consulting Engineers Lai I ... ... . ....... . - ate 1801 East Main i Pro Name: =MARINA JEFFERE§SON HE'A'LTHISERVICE D 314/200W 01 I Richmnd, VA? ;Location: �CHARLMTESVILLE Computed by AK (Proj. No: 809-030-01 hecked by 'RTM ----------- ...... -- - ---- - - - ------ b zHEAD fA LIJ 0 - LOSSES La 0 LU n 0 z 0 co z Z 0o UJI z W Q V) w 0 CL > 0 7- 0 L/I :D 0 2 ' 0o Di 0, vj Qi Vo 11 U) > w W Z M a) Q) 0 REMARKS (Y > a- 0 UJI a. LLJ � LIJ 0 LLIL. 0 L) V) 0 Ui Uj U .2 - Hf Ho Hi Hb Bend < Ht 1.31 -It 0.5Ht 75 < CL LTJ 0 Ui _j Lie) ry CL :D 0 (D .0 < < cr LL! LLJ >: _j :z Z z _j LLJ D 0 0 > cy- LLJ LL1 j V) LSI CL' < LLJ LL. 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I . , ,�� 4 "" `��9 \ 11 91482 S.F. 1 55,335 S. F. , �� , , � \ 40 1 - 1�,z 1 ,". I �., "' MEOW I I , __ 1� 1, - �_, -'s � i — . I :,�,v� � ;�n*,;��-:�,"Vl ;-. 1� I ,-, "Ar ot , ----, A �F�4, � I 1=1111111111111111111111= I : I � S ��,W � � �, `�,� ----) - - \ � / � , P.11`�"1____`:_1 __'11 -1 ,.,� 't, I �, I,-,' - 14 4/0- 0 \ 80 % 0 = I . S __ 1�� I 11, 1�� A I ,\ � \ \ - 11- ! i ` L , C. V�% � . - I . - I i fFEET I I � I 1--, � � 4 � 114 \ \ ,,, . �_&" I ,,_�',_ _1�1 I � I � SCALE IN " . . I _,� , �, I . I I �I I-- ,� � --' ,I \1, : I,- � � � � . , , \ SCALE. IN FEET " � --- i�k'iit, 11� I t I I � . - �< - \ , -,\ '__ !, I � . I I - I 0) 0 � -,1? \ " \ , I \ _____ I I � I � I .11 . . I I I . � I . I . . . . I I . � � 0 1 1 . I I . . . � I I I . I . � � I . � I I � N-, M :2 k_,� . I I I I � . �_ :2 1 1 . I . . . I'll 1�0 I . I I � � . . . I = I I . I � I I . I . � I I . . . . I . I , . . I � � N . � . I I I I I . I I I . . � I r . . . I I I . I . I *�� - - � I . . . . I . . � .1 I . I I 11 I . I � 11 . � .. . I 1, � . ,It = �e n 0) . I . � I I I . � � I I � I 0 LLI z � I . LJ . I I . . I I LLJ < 00 I . I I I . . . . I . . I . . �4 . . . I- . I . . I � . .. � � I I I . I Short Version BMP Computations For Worksheets 2 - 6 Short Version BMIP Computations For Worksheets 2 - 6 Short Version EIMP Computations For Worksheets 2 - 6 W z .. u qtz , - . I . I . . I � � . � . � I . I . I A(bemade Courtly Water Protection Ordinance: Modified Simple Method . I I � Albemarle County Water Protection Ordinance: Modified Simple Method Albemarle County Water Protection Ordinance: Modified Simple Method 0 UJ M . . � . I . I . . . . . . . . I I I . . J!1��ff_____�ijtp�C zi�tafllrtl�o Water Resources Area: North Fork Riwnria MJHOCCatProffitRoad. . ---.-.----,-,-,---..-�-�l-.-�--------------,�--�----.�--. -::( z = (:) I . . I - __ _ad- ----- - ___ ----.-----------------------------------,-------� TLqrL_ - Water Resources Area: N�fth Fork Rivania Plan: V.JH OCC at Proffit Road Water Resources Area: North Fcfk Rivaina I I I I I . . I . - ___ -.,----------.----- ----.---, - -------- --- ---,��---�--�.-�--------,-----,--------.---.-.-��-,---�-.,-��----�.-� ------ - o � < I I . I � I 11 . : I . � L I I I . . . I . � . . . � I I . Prep Date: 24 -Aug -09 RK&K 24 -Aug -09 ,# _�� - �Ar�E. P pafe�r.'� '... Date: _Erep re�.. RK&K Date" 24 -Aug -09 ___ ______.___RM�K_________ ______________.�__.____..----.--.-��,,�.�.-II.I.,�11--r .... I-I..'�1-1-�--'--l�l.-.���--�'-�--.---r-"-.�.'��--,- ____,____.__.__ ....-T _ .- 11-1 .... � ... - _ ... 1.1-1 ------- 1--l-I ... .. . ............ . ........ . .-. '- - . I.-I�....�.�,,�.�,-".."-..�..'�I I I � - � I I � - - - - - - � . __ _ __. I ,.-.-,--...��l-.---�-11-1-.---","--,-.-,-,-�,.-.,�..�-.--,-"......,..-� ... .. __. .... � -------- - _.,__,.._. .... � .... � ..... _ - __,_ .. ........ '.. - - . I . I . . I I . I � . I I I . . ,` A - I . � I I I I . � . . I I I . I - � I I I � . I . . I I I Project Drainage Area Designafion BMP A Project Drainage Area Designation 6MP a Proje�t Drainage Area Designation E3MP 0 ($� � I . . I I . I I . I. I...-.-�..""'.:.-"-.11.�..�.-�'..����'r-II.--l.-.11-1.1�-..�� I � �� - -..-,--,.. 1-1---l- - ... . . ....... -.1-1-- _ - _____ , .___ -- 1<A . I I . . I . I �1 I . I � . OVERALL SITE STORMWATER TREATMENT I I I I . . I I . I L storm pollutant export in pounds, L = [P(Pj)Rql2 J [ C(A)2.72 ] L storm pollutant export in pounds, L = [P(Pj)RV12J [ C(A)2.721 L storm pollutant export in pounds, L = [P(Pj)Rv/121 I C(A)2.72) I __'. I I 1. I I . I . I . I RV mean runoficoefficent, Rv�0.05+0.MQ) . . Rv mean runcdcoefficient, Rv=0.05+0.009(f) Rv meann.moftcoefficient, Rv=0.05+0.009(l) 0 90 tn -_ I I I . � I I - I I Pi Small storm correc;ion factor. 0.9 Pj small storm correction factor, 0,9 Pj small storm correction factor, 0.9 . -�. _J � � I - I . . � I . . I I I I I I I . I I . I I . I I . . I I I � � I Percent imperviousness . . I percent mriNrAousness I I percent imperviousness = -- -� _J - _J I I I � . . � I I . I I I . I I 11 � I I . . . P annual precipitation, 43"in Albemarle - I __ � P annual precipitation, 43"InAllbemade __�_ - P . annual precipitation, 4a'in Albamare �----��_�----------- E_ ;�* � < � . . I . I I I 1 '77�� a A project area in acres in suLiect dramag � - I M . � � . I A project area in acres in subject drainage area, Ir ';� = f A project areaf in acres in subject drainage area, i A= T-156791 i a area, s . 0.483 � I ___ I . �______ _-11____11__1__.__- I I I . I I � � I - � . . . C pollutant concentration, mg/I orpprn target phosphorus C pollutant concentration, in gil or ppm target phosphorus � G pollutant concentration. m91I or ppm target phosphorus . - _1-_ - . I 4i - .z . I I . I I . I .1 I . � I � � . I I actor applied to RR '� t4i � I I . I � If factor applied to RR . f factor applie� to RR f fa IV - :� 4? I V required treatment volume in cy, 0.5'a�er impefv. area = A(l),13W(�0.5/12)f27 V recuired treatment volume in cy, Q.5"over impem area = A(l),13561)(0.502Y27 V requireci treatment volume in cy, 0.5'over impery. area = A(I)43_1W,0.5,112)/27 . .% Short Version BMIP Computations For Works heets 2 - 6 I . . I - - � . I * . . . RR requfredfemoval� L(posn-fxL(pre) RR required rem; 6val I L(post) - f x L(pre) RR required removal, L(post) - I x L(pre) + I . I Albremarle County Water Protection Ordinance: Modified Simple Method . � STORMWATER QUALITY CALCULATIONS: I I %RR removillefficlerry, RR100IL(post) 111AR remmal efficiency, RR1CUL(post) TRR removal efficiency, RRIOUL(post) , M U I . . I . � 0 IR . I I . . , I . I I I � I � . � I I . . I Plan: MJH OCC at Proffit Road Water Resources Area: North Fork Rivanna BIORETENTION FILTERS / MANUFACTURED BMP I I �rrrpervwys��ver�oT tLo (val e� in feet�,��ro eet), Impervious Cover Computation (values in feet & square feet) r�ous ver Computation (vaiuesin feet& square fee 0 � I I I � __ _ _ _ _pHlt�_ ��___ _I __________.,_____�_,_�___"_.�11---.-"�,.�...-,�---.-�l-------,.- � __1_____-1____ ------.�..------.-.,--�--�----�-------"--,,---,--,�-,--, 'ITRt ____��,_ --- -------- -.----,---,-�-----�-----,----L),-�---,-�----.� - ---------- - ___._._...___ _ ------ 'I, - I � Atem , 1 IlWnf I . ....... I-. ___.____._______ - . ..... ......... .. . . ..... ___...__.._. ...__-1.___..1____- ��---..--�,�..-.-...�.�.--..-.,...-,-� ------ ---- ---- ---------- ___..._ � I . ; . � . 1 (Item -1 ____ ____ " ____.__.____. ___ ___._______. --- ,-----,----------...-�--.-.,-.-..-� ....... I --- - --------- � --- �.�11---.�.,.,.--,�"-..�.,-...�-,;�i;',,,-'-"rlllI - � I I �-----�--�---�---------�--.------,-,------ - _-, _.__T4�iW_.___1 . I - --"'---"-�'-"'�"L--"�"--'--�-�l__-.------k -�re�a- ------------------------,--,----- -,-- --,----------.,-------------------------���,ii.-----I . . I r eve 0 a post -develop a � wv�1�6�r;ant a post -development ;RT:!�e�a�0-PE�!in-t.,--�-.,----------,.-�----- JArea oq:!L nt I �pre -development : �� . Date: 2+Aug-W I I 'p- _�_Rln_ - i,,--.,..�.--.--,.�,--�---��,-�-...'�-,--�.-----,.� ...... -..--. ..-----i..-.-..,�.�---�--�ML-,-----.-----�'..�,�-.-�.�---�-1-�.,--..��--.--I �R_ciads_ ________ __..._.___..___ ____ __ -_ _ --.--- -_ �� -..-.-- ---- --- -------..._.__ ........ - ---.,.., . . .PT .._______...1 - - ----- ___.______ SYSTEMS (FILTERRA BOX)' - TO CAPTURE AND . i . I : . � ... -PIPI!�E-�'-'--l-'I'-'--��K��--�--"�-L ---- � ....... _: Roads Length Width subtotal ' It,191h WiJih___S7C&R�J______i tRoads, Length Widtl� �efnglh Width subtotal L Length Width sublotal_ Length Width suo1ot"8,F_,__ . I - I . . . . . � . � � . - _H_ I 1-1 -I ____ 2 . � . - . I ._1._.__d�_____._ i � r - -- - -11 -------- -- - ... _I � � -1-1 -_._-._-1. _ - - -- - -------------- .. 5 I I � . 01 i . ; I --- -61-- - --- ----------- - - . i � -- ----- I ot , , . : , 0. ; : 0! 01 � � 0: : i - . I i . �� 01 � I 0� --d= . i I I . � I I I � 1 7 � . ; k . i � i � .---:--, __�, I - __ .... -.1-1 ... _ .... . ..... . .., i . . ..... - __:__m�__: ...... _ _r . ..... .. L ...... ---- j'...:�-_-� 1-- .. .. .......... ____---.1_ Ai_ -,--. � -- ---- 6- I � z �_ - � I. ". I i 01 Q) I I I � � . I I 4 . " _ i 0� I . ; i I � I - ..... �. . ...... � -=--pi .. . ....... . ___9;_'.__-..._.-9i 0 ' . . . i I 01 0� ,I I 1____._.�,____-_- - I ,I I - ....... . _.. I UL TO .1.0 INCHES OF i. I I i . i 1 __ � : _ .... "r ........ --91 i E. i - L—A ------ ------ __f � ... � .. .. P'i"L��'�'"l��l�L-9�""'��.,'II .. ... 1-riji z ; I � 1 � , I �_ � . . Project Drainage Area Designation TOTAL PARCEL . I . I : 0 3 F--- ,6! 0i G� � i 0; . I Q) . . _____2" I ______ ()ri . i . I ; � I � . - . . , � � I I � I I- - - t ' i � � ; i i __ -.------ . � f I - ,_ ........... _-_._____._._1 i i ---- - - ... .... OZ - -------- _� I. .... _� - 4 t __ __ , . i ____________.___ l i ---"- ____ N I . I 0! I I I a � 0� . 1____i_______1 �_ --- . r . 5 � J q . � ; . � . � . I I . - - - - __ -1 I z � I I . I I 0; Gt . f L I I . L - � ..... .__._._.________ ... ... ..... ___ - � - .... ....1---- ... I a O� � O� .-�1.11,��..,."-..-,---.�--,.-, I �...-'-'I'-'-�---'-IL�---L-'"-��--.--� _-;_ 0. Q� � I - ... �i . . .......... . ... � _-_19i-- - -- ��'. ... � . ... . .. .... --11.11- ..... - - ---- - -, __ _......, __ ----- ___ __ - - --"---'�"L--��--'---'�--�--,�, li -1-1--- ,"t I L storm pollutant export inpounds, L=[P(Pj)R,d12J[C(A)2.72] . RUNOFF (FI RST FLUSH) FROM THE IMPERVIOUS I . *Dnve,�vays Length Width ino.' s'ub_:ctaJ '5 11-ength Wf no. subtotal I . i ��'__71en�h Width r,_0__"s`iubtotaI �, !j rigth, iidth no, subtota . - dth no. subtotal i !Length Width no. subtotal - --'-----' It- . I . . - . L� . � I t Length % : I . I � . I I . . � I . ........ _. __.___.____.___..._ ___.1_______.dq1___ _ .... I ___ _�e ___,E i JDriyeways � ------ I- ___ . . . ...... . - , � � I I . , 01 C . 0! 0:, t 01 , . � � � I I I I . . . 11 i I � I - ��==____� A landwalks � i--br --------------------d (3) 'T- . � , - - __ - - - _____ __ __ --61- I Z,� __ I � rn I I I V,�, -6'-"-- ___U ___ 0; 01 , � �i _,____0-__, I - . __!. - � . . : I I i I ___d� � ()I ol t Rv ean runoff coefficient, Rv= 0.05 + 0.009(t) and lks , - 1,-d� --- -----,; -7611-61-- - I I I I � I i ---,-,�-�"---,--�----��,---��"- ---.-- _q___'__.�.�J i I L __.__Ar - --- --- �_ 11--l-I.— 144 . I I . 0; O� oc I 4 d� Oi I . � � ; Oi z 01 I ? � I 0i 0 � i � � . I I � 21— I t e- --r- � __; Pi small st correction factor, 0.9 AREA. . I f ______._1_.1._.______i-_.--dI __-9L--_t--_-_---_ -1 ___01 . t !--- - .10, I I __ ..... ___-, . I I I I k , I r- - % . 0S . ,--. - ___, . ()l '_ - . � I : I � . � - -__7___�_ : ; _& 0� I . i i � I � --._-r__-_ - - i___6�' f � . � I - - , : _' 0 ! 0 ' -'---' ___'____� 0� 6 , I � r - I . 0 0� I i 1 6; _____9 W - I percent Imperviousness I . . � . I.. I I . '1--y .12i.-Il---,...9,.-�,..---,,,.P, 4i_ __ ____ " N, V4 1 . � . i I----- .....1-11 — f--,--- ;. 2� !___._..__ . ........... - .... . ........ - � ...... 1 .... � ..... __1 .. ... �.�:r-�..�,�''I",�..-.".I"rl. 11---'-_--j'-- ... -____ .... . ... �-,--.,--.,,-..--,-�..�..�-��'ll'-�.I..-,.,I � [------1--_- --.1-1-1, __L_.___,_,___- --- ,.--.----.----�--�.---�.-.-�-,.—,--.-..��,--,------.,,�.---.--�---..� ... � . . .... __-1-1.1 I . � - i --it— I I �d i P annual I � I I I I precipitation, 43' in Albemarle . � � I . Parking Lots * 1 2 T 41 1 2 T 1Park;,N Lots 1 2 � i I � - , � � 1 2 I---: N N I ___ . � I . _____ -1 __ - ,� 2 3 lPari<ing Lots 1 2 3- � � II - I -1 - -1 I ........ .... � . I i ; . I . i I ; � � � I . ,� . I 2 ; �, " ----_-_.1__, - - ___ - ___ , - - I -_ M . . I . I I : : . � ur I � I 147 9 . 3�1 �_` 1 5565-, 1 1 i ___ 1. - ... __ ------- � � - - .. . ....... __J___._ ...... I . ..... .. ... I .... ""'-.11'r,"-""'.'-�""-,�'�'�,-"",-,,' ._556,i () A .... ...... * _1-1 ... "I'll " I I I-: .. . . ... .. ......... - � j i : - ___ � ...... � i , 1 2 : . -Area : � rea , ::) 00 . . � .- � _.- _ __.�Ji ___ _gt:_L��_,�]__* ---'- 01 2573 i ,: --". -._--r'_-- ... .. I— .... . .. _ 'A project area in acres in subject drainage area, . . . I I . . I 4 � � I i .7�Tdf_ 1 1 _ _ I � i _ " 147,1f§1- - - - � - ' I . ... ... - f . ........... . ___ - A�t 1� i ..__�1__.__.__ - 4 * � I I ._ -�ri�W- --- --��rea __.,._._._ f ------- - - ___ I I ---,-.---- - . . � LA.t�� , � ...___R,Tr.--.-_- �- __ � - , __ . I C pollutant concentration, mo or porn target phosphorus I I , I I I . . I - -'r ------ -- , T_____ - . � I Graval areas z . i � 1111111114 . 1"' I i I � I � ; . � � -.--- . t � .... ,__--'-I i �______ ...... ..... � m I I I � i � � z ,� I . I � I - I --' ' - i --*--'---'-- . I _____Jx 0.70 = i I 0 __� I . I I . . i Gia�i � I 'Area I I ldn� areas Area I rea I . . ' � c I � z - : I I � i 1 �x 0.70 = I ix 0.70 = I 01 I � Ix 0.70 = 01 fx 0.70 = -x 0.70 = � N r � . I f - factor applied to FIR . . I .REMOVAL EFFICIENCY = 65% .. � �ll.�-,.--.....�.-..--.--�.-.-.�------.--..- -----J'---'9J- --------- �_ ------ ____.� 1----�----�--.-�---��---------.-.�-,-----,-�l---- _______.___ I .1 L_.___..______________1 a I - 1_-_-________._____ ________ . I . re . -------- _____ _i�bfofw: . , _W6.____ ___ak5iol�af -,-----i -)�-F�a-- M subtotal 4 Area no. sub if V equllred treatment volume in cy, 0.5"over imperv. area = A(I)43_%0(0.512)/27 I . � I . �Stfuctures Area M. subtotal � i (f) I . P Area n�. I i Structures Area no. subtotal I ea !Structures ; � ; . I . . . � � I I __-._-_.1_.- ; I ___ 0i I i ,�L--.--..----��--l'..,-....----�� � i _____.-----_ - ------ tLo�a . i - . I . I � � I - --- OL-_�L__-2i [=___�,= _-'�,_= I i .i : 1i 16§m� � I . . . I I ; - __ __ - _---il � i I-- - __T E I 1 1 11 I 1 04 0: -Cq -�, I PR required removal, L(post) - fx L(pre) I . . I I , _-----g�w i ,,:� "'t SK t.-__._..._.--- z � i ', --- � -.,a'. I i [___.. ��q __:___', _ -1- - ... _ 6. -.1.1.1 . ... A� a I � _=i]l . I - i - _ C D ) 7 � i I . � I t I L__4 t � 01 0i 0 L , (z) %RR removal efficiency, RRIML(post) I I I I I ; i_r__._2t.___� F . I ' 1�, ____..,..,91__ I . , ot 0! � , � I . . . I I � I F__- ------- __,-9L______PJ . I _--pi l � ............... I-- ._._.__ . ________2'__ ___7� . � ot ?W9 z 6.9949.9977� 1 ____ I , � I f Oi r--7 7-----,'-- z I I . - - . . , 7-, -1 6 Oi � 0; 01 Of 11815$ �_____ . C 4 ; i I I � - _,Pj__ i - ' -__.-_.__ �----�.--�-11-----,-----��-�-1--l�----.�., � z - �_,�� ___,.2L__._ __ J.-��.� �1� - ...... - --- - 2L .... � ... � ------ 01 ... � --------- '01 I � , co I FRACTION OF IMPERVIOUS AREA SERVED - -------,- �--. � 1-1-11--.- ... r- ..... ----1 I- _..... .......... .....-A......-.1 ... 1-1.1 .... �_. .. .... . .... --1_-.._-- .... ... -i I __-1-- --- --- ��L_-____1___________, � I � 7 i ,Lmpervlous Cover Computation (values in feet&square feet) I !;AcF,eij:�miea-paif��,�_ _ki�a � I Area ; ; A vel,_ -g- Area i I Area � ; �Actively-grazed pasture & Area � Area . . __ p 3 ; -1-I.- .... ....1-1-1 I I . ---.------------ __________ . I I _b � . . W r . � $ __ 1jX 0�� = . L I -'---- X O�08 = . - . - � I I - . 0.08 = . . . . , I � � � � , �_" fr'1__1 . r I 0� � � I i 0! 5 . 7 . : . ;X 0.08 = z I ; I I yards and cultivated turf i � I . . _0� x 0,08 = � I � i % ________._ � % � I .1... - , - I ; --------_-11- ---- 1.11-11 _____�_ ... ___________ .. . ...... . --.1-- ------- - , ...... -�.,-",.�.�.-�.�--�.-,.-,.-,�l-.,----,----.".� .... ___'. � _... � ------- - � __ --,, _---'r �a_rq��__d_o!�]Y�t!ad iT_f____j_____ ____-____T_- _1____-___1- _ --,-----,---------.----.-----,-.-.-,.�-,----,-.-.---I A I . ; ltet� --------L'---- ;i��__ . I 01 E--- �a= �jd . . . _. �_.�______1______--_r . � , - I . ;9r . . � 'Active crop land Area z Area .ir. , Area i Area : � Active crop land Area i Area I I -development 11 � -development Area � 89083: SF + 99950 SF + 25 739 SF 4 _'ca, 4 . : Uj (D ,pre , , post $ i r I iA . i I Z _ � . � Lj� � : __ � I . --- i i - --,--,- . A . I i---_1--_1- ; . i : I ! . A I wRoads -Langm __V_V__1d_ffi_ _Td6Co_Ef --'- - -___LeN__t_h_ ____VWFid_ij� ___s u�tiit_�17 I I 4 �x 0.25 = O� F_ - � F" -----, 0 01 ; ; I , � I . % I ox 0.25 = : 01 �x 0.25 = i 4 1 0.25 = � . ; ..-.-,--- 6, ; I � ix 0.25 = f )x 0 25 = . i 01 i �. - " . , ". , ___ �__ ___ . , J I � 7 . I ---_-_.1___.d-____--_ -.-.--- I __ i_.__-____1-11 ---- �.11-�....�-�.�--�-.-�.:------.--�--.I . ......... ..-----....--..-.-"--�-.---.....I..��,�.��.."--.-�-..-� ..... �.�..--.---�.,�--l-l�,�-.,-.,---,..�-.1� . .. . .... ....... ��.___ I-- ___,f____--__,______,_ . ------. -,-.�---,�-,:-,�--.--,",-��1-1-�--�-,!-----,��,--", -.11'.....-I.. .11-1 -1-1 --l.- .1-1-1.1. ----11- .-I-11-1- 1-11-1-11- . .... .. .... ..... . "....".1-..........- ...... . � .... �.; ____... _1 Q� Q� "t, . I , I 7 ; � ; . . I ; 2 - - - -X --- - __ _-q 11, - - i i ; 119� Other Irw . __ . I i I . ; O', , I i- - y i - . . I t z ; q i � . � z 6� ,_-_____ + 51565 SF + 1 1 �815' SF + 27,444 SF � I Other Impervious Areas � r 'Olher!mpervtous Areas . 2 __.____._.___ 1__-.___._- ..... -1 I . . I 2 i I i . . ; ; . - . !1� I ; 0: W 01 : 0 - -- 61 I i I I . � � : ; . . . I I I � I . I I � 0� I 07 . ; . . I ; � 01 . . . i 3 01 z ! . . I ; I � . �. ........ .......... .... - ........ . . F I . . i : � . . . 1_- . . ... ..... ..... r ------ - - ; . � 0. I z 0 11 .... � - -111- ---------- � � - _,________ ------ . -.1111-11- -.11-1 ... �.1�11� - I ; . . 1 j . i F--_ of 0i I � � . ............ . .......... ..... _____ __ .......... � .. .... �..�-"---...-.--.-...�'....�,.���-�-.�.-...� ... ____ --- � .... ...... ____________- '"' -----j7= � -------------.--------.��.���--�,-"--- i -i ) . i : � � 0i - . ; . . . I � ImperviousCover 'a,�l I I --- I : --:- __ � _,_______._ . + 6,219 SF + 612121 1 I � � I I Impervious Cover ,...'7L7- ---------- ------------- 7' ---' Impervious Cover 1��,, -----�-,--,,,,--,-----,---�,------�'-"�-."F3i� �� CO � . , . __,2�.%,; : �__,_.Z, i f I . � . i I _____ --ot O�. . . I I . � � � - - . __ j - - - ---- (J) (-- I i , � I I I _.) I � a I ; � . I l(p"J irpre) . lipo-,A) - __j_____t --o'z ... . ......... -1.12-1-1 ...... ... ..... �L____� __ ___ I ---- I ... �'l ... --t I(Pre) I (�-�) I(pre) j�� I no. ��,� tj� - - _______[eFgth____�Vliah____rj�__ subtotal I 1ength Width ,7 , I � j�4�&�j - - __ - '.-Dni,e�js I � I , , , �jl ... ...... --l-L-1- _ I � I � I I � I � I ----_--.,T,__- z _____-__d1.,-.1_1-__. ____.__r__-1-_ . . i I �1_v,p?_4J___y.__ J I . , 6� I �7-,�walks F. . . � � . ; I = 1 01,036 SF � . � . ... L .. ... .. � ........ . ; ... ......... .. . 111; � 1_1�4iK_ ... .. ... .... 3 . . > Q 0) I , d I I 0i I I z � S ; I � i- , z 0, , � . �______� I __ I-- � � . I . I 0-62 4 : 27.a I 1 0,631 ,39�71 � U. 80 : '26.8: - 'IT, - " I . " , � : - - ------ __ I --...._-.__--.__-_._1 .--- ______________ __� - � . . __d� --d-br-, -61 z : I ! ; I I i i 0i O� 01 I � . . � . __ _�, 1 f _.___--_11____ _ 7'i------- I I I � " --- , 0i ��: or Develo . prrientAtea I a, existing impervious cover <= 201/4 lNew Development (For Development Areqf, Pxistirig Impervious cover <= 201/4 . � � I . I I � . i__(�_ . I I-- 1. - - " " - - -- - - -, - -_ - __ - - I -r . � I ; . , . New Do velopm ant (For N ve lopm ant Are as, ex isti rig impe rvious cove r 201/4 . �law Development IF _-____-_1_.-__ MI,__ ---- - --- -_.__--__-..._1__.__J - -------r-- 101,036 SF / 119,482 SF = 0.85 " _____,_____- I go ..." ....... :�--�-.��--.--.,-�,-.-��-�-------�-..--�-.---��,--------,--..-,.�.-.�.-.--..-�-.-,�.....-,�-.-,..-� I ------- 1_Ffc`-_1 -------,-----"�--.-.-�----"--,------.-"�.-,-.,�--I , 5 I . __.____,.. --- ____ __ __ 'T . ; ''.,�".,-��-1--l'�.�l,"-.�-�l-.I ... --_-__-r �� , - -- - -- - - - � - . - . RR i '/.RR yea� . ; ; . J,. �y . . i�� ---11 - --____--.---- I , __ , "`�!_L . - Type I ! ; . C , : I 1p!a� * (pE�) RR . , . I 0.23 � 0.68 � ; I �67 i . "", ? . , - _ J I ��" _P�,!!jo�rn,cnt Area CO ; � I 0i . . F�- --c --; ---- ---� ! r '__��_-___ , `_�Yr_ �4)_ _Lipre) ' L(post) ; . �� � - 0 CN __-___...1 ........ __.____ -11 ...... ..........., - I f - I .PaMng Lots 1 2 3 I 1 � 2 3 4� i I I . z I M) - -, �F-- -C( �+ (i;�7!4 fik -i�ik ��l I z .,...---.-r--.-�l-,-."--,-,..��l,".-�11.11-.--.-.-�-�.".-.-.�.-.- � I I I 1;� , J!'.,__!__JJP, I- LJ.�aa_L ______..___._1___...- ,� I . ; �,� ___� ,__�_ --;,!, . . . 1 45385� � --1 _J1 �,___!(?�,__ ITTLI-1 --- 1.��.-,--,-,,�-,-".---���.�-..����-1;��E�",..--..------- - ------ , , . ;��K� .1, i � i �,%,�,%�, ,0§,,-`,,',`,"1,,�i' ""g, , �_�J�i�_[__L54' ev�cpmentArea =_- v,-,, � . � 11-1 - - -1--11 .... I ----------- ------ --1 ---'-""j���1--�""-�'-b:-�b-'-L ........ ...... . --- ----P ... L ... ��Z� 'Gra-,el area : I A z I i I I 1111- -11 - I I � �. I 1. ., P, ,0_ 'I . , t_,_,_r_____ . . Wit -L - ------ ----111 ....... - I . . 74%� Drinking ; --, N� I . I I . . . � . I I - --_f.ig� ---1-2-1-` .���'L .,' Drinking Water Watersheds � � � . � ; . z '. , I � 1 77 i . z r I __ ___________,______, ?§ 1.9%�� UOM� 1) 38 t � I � _. g ,g�.,�,'.P'.. -" ,-_ -'---- �. - 1.07 1. 0.70 4-4 ar Watersheds ; . . __.. I I _____1 , � �Iil,�,�"_R.Rls _,00 ,% 0.60 i --,,_ , 1.18: O�87 j erNatersheds _ I 1 3 , a ; i - I � I-- .___g_ _�'C �,, _ . " __1________, -.1-1-ilf" ..... .......... .. .. ... . L .... ...... . ........ . ..... � __ y .... ...... . -,.,�-.-.�-.-,.---..,.---��.---,�+..-.� ..... , . , �. � . , : I � 1_.Z�_� --2-0-3! i I I ; ; � C z : -�- --1-3'"6-J- -1-4-2-i 0.06 � and � '. _ -6.�� ___0�6 �2��i__ �, Z I . i I � . , _,; " � I _X 0.70 = i 0; J l� ll.70.= __ _____ 1 0 1 . I I z 1 � � I � :::,$�'A�' Otther Rurai Land T 0.35 34 06"', 4F� 6 4 ___...� ____ - - , 0.60., !���� � i I !1 - .... -1 --------- __.._1"I.� ]__ : L , I Ot er Rural Land . - 7_7 , 4%i Other Rural L " " - 7 _`_` , , " � , '� �' __ cc "' I � . : 45385s, t i 98932 . . "' " ' - N1 , - _____t�� � �., , - , m , __'_--___H _77' �_-L!? - 11 . "I", - 11-1-I'l- 1`�,` "`--g' � - - .-I.I...... - i . . � .. .... ��,?32j � i � : -','," �-- -,, � ! L 2 : 2.41 l____2_� I ,,�� o!., Development Area I . , I - " * .I.... ... _--_.-i- ------ - ---- _-1- . ....... _.- L ..... 1-111.1--_ _ 11 ....... L . .... --l"- _1.1._--1----- - - - .- I , � , I ___ __ - - -,,,- � , -38 rea , ,4,; _ �,� t R DY� _ -11 ' , _ , .1, - a _ Ar�w --- I __ " - 1 _, , �, I - C_:_�L� --- � � - I.- �_ I .IV I �� __1 11 'y - - - I - I - � I. - - �' ,�_ _1_`1_1__ -11 _-1, --..,,I �__ - _ "I I I � _________________ - - � - , 6s.,1,1,,,1 ,_1'_,__1,'1,_1 I � I- , - Z,�,',4 � , " v - - - , . I � i - _11---__---_- ---- ,�-I.-I---,---�------------.�--� --- 1-1___.__._ ________,_,_,.______ ____ .1 . ..... 1-1-1-11 _.,__.,__..._n�,_--._ I-- ____I� '_1-_r_r .. ..... .. � .... isuTlau� Area no. subtotal i ; I ,Area. no. subtotal . J , I L POST = 16.42 . * min. values , min.values 1 I * min. values , I a . � - - � i9�� . . -Ikt t :C__. -__i_ i . i � , i� I � I . ; % . , � � I I I � - 2 1 'i-(Fe��_-J --fd6w . I i � � I i . . (/) (,) (_�, . 7 i � I . f . ---- -- -611 � , - . � , 0�, 0 � 111111A � ; - I � ______ T11___- __ � oprrl�n ot I q � . Radevel rr!Ln�(F�r %Slopa�n�41!� i�ng impervious cover> 22��i-,T--�-"-�-----.---,-----.---,-� ,��df�yq!�PIR������of.p��v�!.?Rm,�n�-�!���������u�9,�-in'!F-��l'o-u-'s _-, __-'---,__r ... . * ---- --,_-,_,_ -__,_-__ _,,_ , I f___�_ - W .�adc�veloEne!jt ffarqttva cover > 21P/4 ,-� ob � --dl 99 20&50� . ... L _ _ I I 61 ��r�q,�i_sti_ng impe rvious cover > 201/4 _� � . � - - -a-_,_-__,___._- . ...... ---1 _____2R _ _ _a_�_ � I � 1 , _ -111--_ ..... . --.1-.1 ... . . .... ____1.11.-_.__11.___ . ..... - I ..... I I) � kk, -, -_1 - ------------ ; ... ...... - - I -.1 - ---- - - ___ � ' I ��fpre) z L re),.1 .... YR?�!)_] ... _ , .. -,! (pre) , i ly i . . . ..... ____.___.____. - __ __ -1--l-I � : 1_!,�p�T) I F rea Type � � '' ., � w I i I j % RR Area Type : � q ; 2 (P , � -ea I I --1-1.1.11-1- -,-,-,,, ", � � i I _ _ __. __ __� � -��7 --- -- ; , , - , 2-.38 i 2.49 � 0-34 � 14%� Dewtopmeni Area I - __!_,ij,(�rq- _±V - ----- 2'. � ---�r4 - ------ �- ',j��§qi-te�lap�wwtAi�-a - ------ ,Actively-gnazed pasture & Area A. i A � .. , - " .- . . ", . __�_! P ) . i C --l- --- �(�__E-�C�-f --,i.-.--,-6,��-,,--��---a-lx�io--,- __�( , 1 50 q__.�., o - lk ___.. ... ... _��. -1-1 1_!�._ L, 1.11! �!� !,lp!a� *.j ��yjpr�)j ljp�e) � L(pos -1-1---1 � I , _'__�� I , , . 1� cl� . � - ",!--'t��'.'�,,,�"!,��p-"Nr�,,,,,���,,���T . I . �111 i�;W,� ,. � . , ..... _..___ ',_,_,__ : � iJrinking Water Watersheds , . - ��",-,��q�7�-,-��+�,�-,',',.�-,� � - 'N� , M 2.15 ' 1 , a ---�;- �, ��,` 9� �R- .--, � , � ��,�� ��kll ---------- �-324______!� __��__,,,,___,j, 6§�, . . , I . �� Ile, 2�lopmejl Are 0.66, ,,, , 1, ; I ; I . � i --3 Ix 0.08 = � t_r,�izZ,- I'_ ...... 1-1: 11 .11 _ _ �..6,0 [.. I ... I " . ..... �L ......... . J.1111�s --- --- __ ........ __'___,_.___ - - ------- -, - -��i�, A..�� ., _ __q.�_ 3 ___N . � . I � I I . . I � , : I- Q� i . 4 " . --.11--.1 ... _..__._,___ ... ... ... .. ..... .- � I - -��l ___ _ � F-� �yards arid cultivated turf . J, z (0.65)*(0.85)*(1 6.42 LB) _P __ ____�.��I___I.E�J__ ,� _ L:�:`,�?�7� - + ��- = - - --_-_-J--_-- --- cf_'r_r1 ...... _.,;�ra...__1_1 i , .."', , " I., � . i , �, .... ... �,,,-d-, 1_1_; ---11- - -'--' , , I .- . .. .... 11 ... I— .... I --- -_.A_.__--__+- ... .... ...... _.1_.....-----._ z ......... . ........ . - . � I . . � I . I _Q '11�1"� �4 � ,% 1.77;_ 1�_ ; Ddolung Water WatersWj� 7 1�_R-��R,_,r`,��"'M'N _-�,".W� - - O.C�o � 1.i9 1-31 11. . ', 11%I Drinking Water Watersheds ,.��,��,-� -, 'N �')'.RL -�,'_ -,�- , ----,,`,� -`z�` -�!91n -�, f (5-30 -�_J_ I_ . F 7 -a , � � W � -% , , � __ O.'� I jAGthe crop land rea I _,� , " . -1 �. -1. � - - -11, - J _ __�,��J �:;��,',�, .--',' 2,"A:�,z'!';�`,�,�, _._� f-�,- --,�� , - - - I � - t I . ; i I . 1 5 �..341 1.05 �. / - _�F_ ' "'-'-'- ____ __'______'_-_7 z � 1, "I . _. 1.36; 1 � - __�,:� ih� _ffu�]U�.T__ -__ - - I . I I - -1 2 ',' th Larid � 0i � I -1, � ____-x 0,25 = � I -, __ - Ub . -42 � ___ 0.27 � _T W -.f Other Rural Land , _-,q��Mz'�W-.�,,?,.,'_ ___� _12K L , . er Rural � 7 . , , � . T � ; 2 � _� , z, , , - .�� E � - �__�,�' _"Z_d�._"'Iel-_Al L__�_____,_,___,__ , : " -, ,I� - 1.23 i 2.031 0. 9 a I �.. � 4 8 % F61,, i , I , 1� 0 Ix 0.25 = I � I �_ � , --."�.r.�,"---�..,-�'..�.I.-I---,��� ...... __-11_.---__-- ------- ---. -1 ...... � --------- -- - - � ... -_,---..-1r1-1 2 R �____._________ ___________1_ -----,.--- - __ __ _______,_____ _�__�__.-----.--,-----.�-,---.-----�-.-.�..- a : I = 9.07 LB . .. 4 . ; � � __.____._; I .."I.- � 11 �� � � . � dChJFn��rm'w's_'A'__r e__a's`_'__ _____ __ - - - ____ ___ _1 ____ - - --- _ __7 I I � i I � . . I � . I Interim Manual, Page 70 rev. 16 Feb i998 GEB Interim Manual, Page 70 rev. 16 Feb 1998 GES Interim Manual, Page 70 rev. 16 Feb 1998 GEB � . � � i 0- � 0. Co � I � z .-----j , lu 1F_-___ __-_111-11_______--_- ____ ___,______,__,______,__,__ ___ - "a � r I . pervious Cover i 1. 31is , . . I . I I I -a __ I I I(pre) l(post) f- - -1 I REQUIRED REMOVAL . I A I �iE_-�C__��_ - I � 1 1&4A ; I I . BIORETENTION FILTER C I . 10 3 - - __ q.!L1L_ . . - . 810RETENTION FILTER A BIORETENTJON FILTER B Q) .. 0 L . � = New Dovcilopm�qfforp�v k�r�e � � .e .07 LB > 3,96 IB . . I - - �t t � s, el�tcimf�n!�L V�= -.T� I I � 1. C . . 4 i � I .5 t f . I 'p-)* I P�9 (�rel ' L,LF!Ls!!) I '4 , 'i a !YE�� I . I .___C___z_. _t _ I I IMPERVIOUS AREA = 0.41 AC. 1 5 _ri__T�_ - _i��HL __24 - ----- � ------------ ---- ___________, I IMPERVIOUS: AREA = 0.59 AC. IMPERVIOUS AREA = 0.40 AC. I . . -------- Z�," ... I------ _�Yf_ J_!:_ 1- _L.t� .... -1-2 _,,�!L_ _. � I , - I - �� , - � ,,-��K 1 Us 1 i6.421 � 1� 1, �,;_ ,; -, i DaveWpment K��'_ ___ - -1 � ' L 4% , " ,9:"-� Z . .., � � 3 -1) �- . �� � - ,,� . I - "", f __ - _,:,_,�,, R,!.,f,,� AM- 0�1_2 �?. _it_ _ __�, � . -1 _= ,� ir, - 4J�I=Tfj 4.077 1 : ' � 50V OnnKing Water Watersh-e'd-s'- '--"I � �2 1� , , � �,,,_,��,A _Dt'R I , 4� _ 1 9.3_8_F___�'.9' - ___ --1 STORM _R 'TREATMENT (POLLUTANT LOAD VOLUME REQ'D = I VOLUME REQ'D= VOLUME REQ'D= a) �A' . - M -___a1__...__.--_ - ----- ___.__.___ WATE r_ � ,�-J, ,41,kk,�,�_ff L`a�', I,E,__f-_%��. F I - - � / I I �' min . -, __ - ��, = I �11�11 I 1.0 . - ��ues I I I 71 12IN) , I ,I � �0.41 AC)*(43,560SF/AC)*(1 IN)*(! FT// -11 21N) (0.59_AC)*(413D.560SF /AC)*(l IN"*(A' '0,40AC)*(43,5560SF/AC')'*(1 IN)*( -1 FT/1 2IN) - -Iff - - � I REDUCTION) I , � \ I I / . ) I / � \ � � 0� [a. W 11 I ,Re4e�e c�p�ma Development Area--, existing I u� eL `99 . . I . ,.,,,� ,,,�111�_ 'I'll. Z 11 - - _ _� nt (For L . � � -- ------"---------------,T-,ITP!�!��0- _b�?Y_ - �_- - --------.--------- __,____,_. - �,, � �_ � _Y, V) � � , , . C'; �f ;� = 2 11 45' C F : , , - 11 - (n).*,��(pa� 11 'd R��_ , ,��! calype I I .1 , I - i _ � JJ:S_Pretl,�!" - ,___!�____��M -, '-S) T D _� 3 � 1 ", . I � - �e_,A i..-.,55%;De.i��m-eni-,�re�-'-'--, z I I U - ,I 11 'Z,S,��',�,�_ �.' I,;��:.�",. "L - I �m I I � 1, , --2- !-_`211____j_5 �2_E, �-��--O-.--"--,�-,-,-,------.-----,-,-.- i I � I -, ` ` 3 -2, - 6 - "". ' 0.33 i 4. I 4 8.2 . �ji ` � � �� I 11 � W � " ��g - , - . I � ,," ,�V�,�i�,��,,,,,,,, "R"", __ .. I I I I -, �� 1� � i � , "' , _ _ J_� ,___ Oi'Ll --n-I - __ � VOL� -ACILITY = 1654 CF VOL. PROXI'D WITHIN IFACILiTY = 2601 �'_'F _ACI I - - � � WK .�&�' 0.33"t ____ 4.7, � 9.�8 f 5.35' . � 4 I I M - I ,�,:_,_ i�41L- 2v _ � -N-1,11 �,.Iii�.ri . PROVO WITHIN IF .. VOL. PROV'D WITHIN ,r ILITY = 1 51 9 CIF �E_� _ i � � ,___-.-___ _--�-�-�-.------�."-.-,�,��-,.,----,-,--,--,-,-,.,��-.-,-.�-,-.--�..�,.,-".--.,-.,.--,� I :�i I � I I I - � 11 I I :, " I !nt'-w Maml�,, pag� 70 rav� 15 F,b 11��38 ('-EB ,AJATIER QU A''LITY VOI... IELEV, = �52'5.00 "NATIZER QIUALITY VOL. EELEV, = �`5/26�50 'N A TEE R ("' U A L iT "J/ V 0 11- IEELIEV. -:= ,-�5-214�00 1 1 1 - 10 i - � i . ot�, 'zi 7 � 0 -Ab, , I � .- _1� 1 4 1 1 -80TT-OM OF 3ASIN EILEV� = ,`_51 2 4 � 0 0 80TTOM Of 3ASIN IELEV� = 525.50 go -TOM OF 3ASIN if_'_"LEV. = 523�00 P 24a I t� 11, 1; . I 1� , . r , ` , " -1 �-,- , . ,4 __77� I- - - - 14 . - - 'Lli. til.- _`1_ ri".-I'll I - - \ - ;, "'' "' , " _:��_ __� -, .- I - , , I I I i 11 I I I I i , , I I I , -, "., ��v "" _', - - I&I..d I I � . 0 - I 1. . � I I : 2 W I I I I 121 I 1 03 1 � �� 11 i 1, C, I � I I. I ", r) P 4 _� 'r . 0 0 a '-) I / � , - 0 .1� r.� �7 1 , -mmom �-�, ll I __ III 4�_ � ,..i -, 0 01 �0 3 -41 i 1�1 I I L I I _L_____I_������� I _____,.,______L-_�_._, �J ., j I � Q j< " .--1111-,11.11_-1111 Q I E LtJ Tui SLG ' E _ � ; 1 I CRO N E D r LU M E � � Hort Version B;�IP cornpu�aiions nor �rar csi?2ets 2 - s , i '1-, W I ff TG��IARDS FLTRRA HRC7AT �uRB INLET ,, 5/i°0_%� r7D©�p� Albemarte County W ter Protection Oaiimrice: Modified Simple Method ', 0 _ ---- i FILTERRA �f�©�Q��Q�����Q ' I Ptan' MilioccatProffitRoad Water Resources Area North ForkRNwna tat � 0) 0 0 4 r_____- .1 ?RECAST IL7FRRA �'G i I TCP SLAB (TYP) 7 PRECAST . low �4 _ 1111 -1 111.. , eA 0 W S I FILTERRA �O �p � / LLt LL } I 3a9 i ; i I Od�4ti i� pD4 LL_Lt_ Preparer. RK&K _ 1111 ...- Bate: 24 -Aug -os _ ..: _. ......._ _ _ 1111 > ,-, '< � 1 I z aLTERRA THROAT TOP SLAB CURB oo0p�dfl�11�Oo4 "����� I I y,.r ':r OPENING TYP F'::fr...it� # tai t,. I iNLET SHAPING r :y :;. r' �' { ) :;:4 : ,x• ,<• 4-s' F1LTcRRA \ ��L 4� }.- `' i ^, THROAT OPENING i i (BY OTHERS) ;:.:,,±,3:,...., l/ t:_ :i;.L. P act ,, , y r,:, +ty <i, :-.7,. r roj Drainage Area Desi nation =1LTERRA BOX3 I i i A_ / -6" ,), ENING - i- : I , ti ,I L storm poiutant export in pounds, L = jP(Pj�RV12 j ( C(A)2-72) `-, r . . A 3 I A 6" OPEIvIMC` ;-' '' I � �� i 1t;. 1t o ingtieainSinrmwaterlilrratcn. J �- I i ;-� CAST -IN-PLACE R=0-o5+o,G39(ly i, � i Rv mzan runotrcoet3cienl, *- j [,.,, i _ _ _ Pj small storm correc.ion'ac:or, 0.9 t.r.i 1 I I:- ' i • FLUME & GUTTER i ?' -,• _ I I I (SLOPED TOWARD 11 �'`�,.._(` �f' I pa_rcent impervousness a - i ( I PRECAST I ` ( *; N VI W I �- y i � �e �+ � P annus precipitation. 43" in Albema e ` f � * � ' : f DOWEL FLTERRA THROAT) � � i aisle I . Ft���j jet z1 �tli� t� �71�)�i 1 c3�i�e A - � . W r B I - n :... u 1 :. - prajeaE area in acres in suoject drain e area; A 0.26 -:r3 to FlLTERRA �.%' CAST -IN -PUCE x tTYp -. _ ._ i-- fsi p i S i BOX WALL T ` FLUME & .....R �=h t ° ) a ,;- ,, DOWEL i , r � C pollutant cu cent alien. mg l or ppm to get phesphon s � �3 !I � q I l i RECAST : -L. I jTANIJARD TRANSITION FROM L i/ A 11��T Mid -Atlantic Region) actora hcdtoRR 1 ?js � � '-, 1TYP CROWNED AND SLOPED F F -� i.. FP 1•- jj I l , I ) ( fLT_AH CURB AND STANDARD TG �+ j � L ! T O'sVARD FlLTEP,RA THROATS) c�OX 'HALL � �E ;E'IIGHER v required treatment wiume in cy, 0.5" �,er mpe?v. area = A(Iy�3560(O.N12y27 � � 1t � L,,( � ' `) i 3 GUTTER D�PRESSED , i t t RR required removal , L(post)-fx L(pm) W l 0 04 - ' j` ! (TYP) GUTTER (TYP) iI i HAN ELEY 13 r,RR rotnovai etciency , RR100JL(post) 0 0 � I i t I -3LOAE fm carvious Govor Gom puiation (values in feat & square Tsar) 0 a '= 0 L______,-�_____i -�- 'ivailableFilterra� TotalContriba#in item -_.- _ __.____._ -. __,._.....-...._._.__ _. - I vi W '+ 9 re -development Area.. . . -. ..- `9 i - Z n. 0 0) I CURB (BY GTHERs) SECTIONS VIEWS OF FILTERRA IN YPICAL FLUME APPLICATIONS FILTERRATHROAr BoxSizes(feet) DrainageArea(acres) s0uttetPtpe R�aS Lengh 11.11 posMtevalupmant ,A as , C3 Width abiotal ' � -" •^ CURB INLET THROAT eng h Vidth subro al ] ^�, a 0 0 .0.q- 0`. 363 - SEE BELOW FOR DETAILS NOT SHOWN GUTTER"` _ _ GUTTER. 4x6 or 6x4 U to 0.17 4"SDR-35 PVC L _._ 11,11_.. -- PIN VIEW�� FLOW Is ° o_...._.. D -- o- D- - of w > ,^ '°a SDR -35 PVC COUPLING FLOW 11.11 _ o _, _! of o CAST INTO PP.ECAST SOX WALL -- ,-_- --_, CL . - .�,-;Dmewa s L� th Width no;_,_.,,,. sublets! ,Len ih Width ro -subtotal ! - - � - ( ) DEPRESSED GUTTER AT FILTERRA BYPASS CURB NLET 4x8 or 8x4 0.18 co 0.2� 4"SDR-35 PVC y '..._._g 1111_ 1111 . ; OUTLET PiPE LOCATION VARIES PLANT AS SUPPLIED I rad v,alxs o o 9 i d D 0,, CLEANOUT ( } FLaWLiNE ELEY'A' FLOWL7NE ELEY'13' COVER BY AMERICAST THROAT OPENING TYP o (NOT SHOWN .� ,.- - _ 9 6 •.. PRECAST standard 6x6 0.23 to 0.25 4"SDR 35 PVC 4 0` D o CAST IN GALVANIZED �t': . � '.• 1111.: 'tea TOP SLAB n g o 1 111 D D f_ 1. z. 3;-. 4 -,_ D TREE FRAM£ &GRATE OR CLARITY ., `� s € ''" TOP .SLAB } ANGLE NOSING 4-6" CLEAR THROAT ` . �•: ., • ELEVATION VIEW D D 74x4 D �21sI OPENING 'u el a ear Area _ _ 1111 _ 1111 _. 'Area CAST IN TOP SLAB ; . : - ,',• •• :. . ; ' 6x8 or 8x6 0.26 to 0.33 4" SDR -35 PVC _. .1111_ _ J 2 3 � TOP SLAB CURB AND .GUTF£R a elutes 1111_. - - - -- - -- - (BY OTHERS) . • ..1.-" '' • r :. - r - '. -. •- '9. - -- I - i, :St '- Area-' no 70 subtotal- - -Area no 7D subtotal INTERLOCKING JOINT (TYP) m , •. ' ' ,•' 6x10 or 10x6 0.34 to 0.42 6 SDR -35 PVC o 1 o o 6 is o'; 0 _ -1111 . C d • - .- - .. - `, STREET . � a. a 'A . . , '.•: '-,', .. • •... ,,,. i : 9 0 D! 0: a a` 1111__. D . - ... d a; _ ' a o; b. .e - . 6x12 or 12x6 0 43 to 0 50 6" SDR -35 PVC ActiAy-grazed pasture 8 Area 'Area 0 ' a+ .. - - aids and cultivated turf ' ' -."x OA8= 0; ,;A0041x 0,08 0 da- ' ti n • deo. STORMWATER Acme crop land Area Area . i- a e INTERLOCKING FILTa RRA UNIT _. - x 0 25 = 0' ,x 0 25 - 1 0' = tD 4 ° . 4 eQ STRUCTURE OtherlmpenaousAmes #_., td I II- DOWEL BARS a. e A . a . JOINT (TYP) o a K7 z , _ I C� 12" O.C. CAST -IN-PLACE v" �late5, mperviousCover..._._.......... ........._. 1111_ _ ._ 0%. - -- - __ -. ...,-.... 71%£ I „ . .,.. - -. _ D£FRf~SS£D GUTTER a- d.: v . ... 3tgra) s4postj _ •. FILTER MEDIA PROVIDED AND THROAT OPENING �. . . d d O 1. Consider the entire contributing Drainage Area to the Filterra(D (not just th e impervious arra) i R (Rost V9 fi BY AMERICAST 1 - BY - , . ( CONTRACTOR) . CErrLEf PIPE ( � a ; ! 2. Ail boxes are a standard 3-5 feet de th INV to TC New 6avelo mans For ilavaio mentAroas exist n im ervrouscover<= 20.) U I _ . 6 tV _ •:: BY OTHERS CONNECT P { ) - ----P t P q P UNDERDRAIN SYSTEM 1 - -- _ { . I (Pre) :,,"pre) - L(pre) `tjpost) RR h RR : Arsa T e "i r7 TO STORM DRAIN _ ,1 f 1+rc N YP MULCH PROVIDED BY AMERICAST = i I •` THROAT PROTECTION DEVICE 4 � - ,ate- �� a � zoo o.z3` ozs; "'o:s5: d.5i'. s7% pe�eropmenrnree ' -- - � �.L. n BY AMERECAST 4 O Z 3- A standard SDR -35 PVC pipe coupling re cast into the wall fa easy conneGkon to discharge dram s . t 1111 1111 �____ - D WEL BARS @ 12" O.C. BY AMERICAST :. � : 1 1'. .. DO NOT Ri MOVE =LEAVE - .• � 015 s q0 fr k �,� o D5 D o3 _ 0146 0 3s ss%4 Drinking Water Wate st eus SECTION A -A a : IN PLACE ;UNTIL . SITE IS. 840 3 ao __ . _.... , i O BE BENT AS NECESSARY BY CONTRACTOR " -. - I fa',..: • • ; , 4. Dimensions shown are Internal. Pease add 1 to each for external (using 5 watts) x -1 .._ o.os Y-a_o4� gas - 044;: ___ otheri� _ Law__^__ p''� min, hues 1.1.1 0 Lm.1 PRIOR TO INSTALLATION OF FIELD POURED GUTTER � I tI IS ASiTIVAT AND FILTERRA _, -,�, ; , 4 ' ^.. - } 1- : � '.' IS ACTIVATED '.. - . - --111:1, •, •• /'1 T•i �• LI . •. - - - - • • . • • . _ - 5. For more details, please seethe Filteira®Techniq! Whitepaperats:v+ryw.ftitelTa.com :RacEevelopment(For DeveropmentAreas,-exrstmg tmpsmouscover>20%)_ .___..._ < TREE GRATE OlJ t tGi a .. DESIGNATION 1. W _ 11 1:1. rs - EFFLUENT- ?„ C f E'I (pre) . Rv(pre) ..L{Pia) _ L("9 t)..- RR :_� ! RR_ Area Type_. ... . i QTY & SiZE PIPE - PERFORATED z oYt} 'ti i Priv 023 0,28 0.85 o of �o% DeelopmentArea . �•_•• t INVERT CUT STORMWATER Z 6 x 4 6'-0" 4'-0" (1) 3x3 4" SDR -35 PVC PRECAST BOX WALL '' . UNDERDRAiN SYSTEM (3'-67 STRUCTURE yi ass ti 4az t) 065 0.03 0.a3 oaDl as%=arnxingivaterwatersiieds r 046 :,> A . , fah. 0 O6 odt 6.49 045 ; : , -9395: Other Rurcd Land . :, :1111, �..,, d: BY AMERICAST (MFusUrESE ILowER) -..- .. . I_ Interim Manuel, Page 70 rex 16 Feb 1998 GEB is 8 x 4 . 8'-0" 4'-0" (1) 3x3 4" SDR -35 PVC SECTION VIEW > iy7 J 8 X 6 s' -o" s' -D" (1) 4z4 4" SDR -35 PVC STANDARD FILTERRA THROAT OPENING IIMPORTANT Q I� 0 FILTERRA FLOWLINE MUST La W 10 x 6 10'-0" 6'-0". (1) 4x4 6" SDR -35 PVC BE AT A HIGHER h 12 x 6 12'-O" 6'-0" (2) 4X4 6" SDR --35 PVC ELEVATION. THAN BYPASS z � . FLM/LINE <DROP INLET OR {�R�SS SECTIORI ❑THER) DRAWING AVAILABLE IN TIF FILE FORMAT. DRAWING AVAILABLE IN TIFF FILE FORMAT. DATE: 12-22-04 DWG: FTNW-2 DATE: 02-27-06 DWG: CGT 4 DATE: 07-07-06 DWG: FLP- 2 0 Q /%� j]�, PRECAST FILTERRR►C� iJNIT Q�QDQ� 4DDI�t�-J L{® w U UQ NARROW WIDTH CONFIGURATION �����Q��® F14TERRA® THROAT OPENING �����0 �'��® FiLTERRACw TYPICAL �LOWLINE �����0 ���� � � � � AND GUTTER OR FLUME DETAIL Capyright02304byAmercast 141iD•ATLANTiC REti10N iJs PAT 6,277,274 US PAT 6,277,274 AND OULET PIPE RELATIONSHIP US PAT 6,277,274 ! AND 6,569,321 AND 6.569,321 AND 6,569,321 IL < Q ,...r .i W w short Version BMP Computations For Wortcsfieets 2 - 6 Short Version $MP Colilputafions For Works leets 2 - fi Short Version SMP Computations For Worksheets 2 - 6 m . Albemarle County Water Protection Ordinanct :Modified Simple Method Albamade Court Water Protection Ordinance: Modified Sii le Fdethod _J . � . . _ trip Albemarle County Water protection Ordinance: Modified Simple Method Pfan MJHOCCatProffitRoad..........._-11,1 1 Water Resources Area: North ForkRivanna :. , ... _ _ _ s 1111.. ... 1111....-.. -1111 - .. -1111.... - _. .. _ 111 1- . 111 1._ _ 111 1...-- -. _ _ .-_......,.. .......... 1111--1 Plan:. _ . MJH ACC at Proffit Road Wateir Resocsrces Area: Norah Fork Rivanna Rachel MCKiilney Plan iN„ H OCC _. - __ t Road Water Resources Area North Fork Rnanna Activation _. _ ._ - -----_ ...-1111 .11.11_ __.._.__ _-- 1MI 1111 -at .. - .. .. Rummel, Klepper & Kahl; LLP Preparer,-._._._,. RK&K 1111___ -_ Dater 24 -Aa_ -L9_._ 11,11. 1� 9. 1111 _ 11:11_ . _ 111-1_.-. _ ..__.-_...__ PrepargC_-- RK&x - Date 24Aug-09 _• -_ 11- -.,11.11. -------. _ -_---. _ Prepa[er_.. RK&K r-- errs f i [ o rr 801.East Main street; Suite 1000 1111.__ _ -- ,11.11_ _ �� _------- _-,.. _. _ 11.11_. _.-1111. _ ..-. --11.11_ . .- - .. 1111 -.. 1111... - Date.._,.,__24Aug-09 _-1111._.. _ „ . Filterra Standard. Plan Notes . Richmond; VA 23219 Pro �r;t Drainage Area Designation FILTERRA BOX 1 Pro' ct Dfaina e g A. Activation of the Filterra unit is performe:l ONLY by the Supplier•. Purchaser is $ioret2nti8n SystefRs 11.11 je g Area Desi nation FiLTERRALSOX2 11.11_ Project Drainage AreaDesignafien rILTERRA6ox4 . __... .. - _ .. _. _,_ ... . - . - -, - . :r!,:,., s i_ , -�, .., . -!:,:. L storm pollutant export in pounds. L = (P(Pj)RV 12 I I gA)2.72 ) responsible fax Filterra� inlet protection arae t bsetruent clean out cost. This process L stor , pollutant export In pounds. L = tP(Pi)R,#l2 j t c(A)2.72I -2 � -- �' _ - October, 21 2� - - - ,� mean runoftcoe`ncient, kit = 0.05+ 0.fl09Q) - .. slum pdtutarit 2xpart in pouMs, L = [P(PjjRW12l [ C(A)2.72 j cannot commence until p ro`eet site is f" it stabilized and eleaTted full P -= 15tarm co recti«, �cto� o -s RV mean runoScoefScient, Rv= 0.05 + D.009fl) Rv mean runoff coefficient, Rv= 0.05 + 0.009(1) Construction & Installation p I y ( Plan Review of Fitters I '"'- Pj small stomt correction factor, 0.9 p smart sform co rection factor, 0.9 i percent imperiousness j landscaping, grass. covet; final paving acid street sureeping completed), negating the I p�aent ImpenioDsness I parc°rrt im ® iVMartlta Jefferson Out Patient Care Center Albemarle County, VA P annual precipitation, 43" in Albemarle perviousness 0 "�' chance of Construction materials contarmnating the Filters system. - Care.. shall be - - - ••�•• .. A Project area in acres in subject drainage area, A 050... P annual precipitation, 43" in Albemarle _-� ; .. I P - annual precipitation, 43" in Albemarle _ I . -. -_ A project area In acres in subject drainage area, i A = 0.19:; - o taken duan Con5truCtfon nOt t0 dainaQe the rOteCttVe t11TCYdt and to Tates_ C Fd; rtd t concentration, mg/i or ppm Sege# phospho us 11.11_.._ . _ .. 1111... C dlutani ca c tralian -- -` A prgect area in acres in subject d ainage area,. _ A- <- , 029- A. Each unfit shall be construct d at the loeahons and elevations according to the sizes g p P P p nen mg i orppm to gat phospt ems c ollutant concentration, m 1 or Dear $)� factor applied io RR P g Ppm to get phospho us V r ulred treatment wiume in c pe (l)4 ( y f factor applied to RR f factors lied to RR Ir - shown on the a r4Yed drawin S. An mOdliiCatlons to rile elevation or location Sllali �t y, D.5" mer lm v. area= A 3560 0-5 12 27 PP PPaP Y - - V required treatment wlume in cy, 0.5" mer imperv, area = A(u}43560{D.512)127V r ui RR rxxluired remove , L(post)- fx L(pie) - - - a4 'red treatment volume in cy, 0.5" over impety. area = A{S}43560(0.12�27 (� . be at the direction of and a roved b the E neer. B. Activation includes instAlatiofn of plant(s) ,arid mulch layers as necessary. =Rr removal efficiency . Rost)- fx Lipr RR required removal , L(post) -f x Lfpre) RR required removal : L(post) - fx L(pre} . PP Y Thank you: for submitting the revised partial plans on 10-19-09 for our review of the .RR removal ethciency, RRIDarL(post) . .RR removal efficiency , Rost) - ffpost) 0 I ® Martha Jef arson Out Patient Care Center reject:. P .1 - - Irrc rurousCovarComput9__11 aluasrnfaet& uerefeet - - to B. if the Filterza is stored before installata the to slab must be laced on the box 1111... 1111.. 1111 . __...._... -1111_.L .- ) _ _. 1111 1111... _ _. ImpaNiorcavercampnmitan(aita5infaatasgaarefeat) im ryioas P P - - . - .Lvr - ... _ .. Po 1111._._.. -Cover computation (vatues,n feat&square feet) . .11...1 1 ..................._.._.... _ .....1111..... 1111_ 111:.1- Stam _ . _ - 11.11 . t - - -:. _ . ....- 11.11; 11.11_ ..-..-_._._........._..-..-1111. 1111 1111. . _ ` - - - - :Fur-uave-opment . ;Area :est-deveto merit :Ara .............._..., - _11 ...-,_..._.__ .._....._11.11._ _..,,-1111_ .1111_ --"" ._....._,._..,-.. - :item X 4W C O eStt_ l P P use the Zx ood ravide to revert an ontaminatton fr m th r Al internal a 1111.., 1111. _ . _ - - 1111. _-1111,--_ 11,11_ _ ..,...__._..._.__._,-_._ redever -.. C7 P P Y Filters strilCtiUes FBl (10x6), FB2 (6x4), F$3 (8x4).and F84 ((6x6) were studied for, d _-.-.-.--,...,- P _1111.,. opment Area posf-"IopmenY Area ; re4 fo mant i :Rea s Length W,dth subtdal ; ; Len Ih Width subto,ai -_. ..,_..,_.-1111.,-__...;.,.11.11...-1111... ----- -. ..-1111-... _ ........._. ......__ _ ._.-..,:..._1 - ..._P_. ._ rArea .:p ost-develo ment- ... ..__.. - - - - - ..._...___- ;Roads Le th W�dih - subtotal en .. s 11'.11 i _- . - ..------.- -- A. -_ P so fain s su Lied if an , must be le in lace a� er the delrve 1�Iainttenance 1111 __. P -- _ w_ _ _ _-- _ -, _ // G - 1111_._ , . _ _ ng, L 9th W;dth uhtata 'iRoa65 _`. ----+ g PP l y,r 1? P .-_ -:: _ _ _ `. _---.�. ..-�.- 1111 �: ' 0� - - a; -.-.---- --. , __-. Leogth ._subtotals-( "Lengib - Vidtti-. _subtotal - .. i 'Nidt6 ;.. . - - - _ - I - p, D; Q_ , _ ,.Q,_._.... �_ ._O__.._. , _ .. _ 11.11_ 1111_._ -.1111 .---- __�._ -_0- 1111._. 0,.. _ O.__. _ -.- _ i� t 1111 . • Planned >~itterrag box size o) i o o - Q ©- -a - �` p ° It 0) 1111. o> D, o D -- -- - - _.v. o o o' 0. o_ o i r - - r _ of -o -o - 0 -? C. Tlie unfit shall be placed on a compacted sub grade with a mimnTum 6 inch gxavel base Filters® confibutiii drama e are$ meetin ro act s re Tonal srztn t Ciitcation : o; o; _ .: i _ _ _ _ :1111__ 1111._ d 1111...1111 ._.___ _-.__. -_.-.. o , 0 0 Li 1 g g g P J g g sP - 11.11- . _. _ . D o: ----- .... _ 11..11._ , _..... . a ............. D: o 0' 0 Q 1111 . C7 A. Each Correctly installed F1lterra� unit is to be maintained b the Su her ora ,Dmeways Length Width no. subtotal ; Le th Width no. _ ..__ 1111_ _ ._ 1: 111._.- ._ 1111 . 11.11.. _ 11.11___ , o D p' matchin the final ade of the curb line in the area of the unit. The u iit to be laced Y PP , Sot elevations (TC for Filterra@ and b f .. ,1111_. _ 1111. _. _ _ subtota 1111__ ,, 1 _ _-_ . _._ . _ .1111-- _ _____r _ 1111 _.--_-.-_-_._ --_ _- __.11,11.1111_ ,11:11.._- o � g P - p \ �. ) ypaSS rel7e - . ... .. _ 11.11- _ : _ ,.-11,......11..._ .1111, :Dr(veways Length -Wrdfh 1111- no. subtdal , r e ih_.,_ _ Meth ... no. subtotal ---1111_ .. _ • • •^� • s .. - ,andwaiks D- 0 0. 0; 0; Oi - Ot 0: S - •-.- ... ...-.__ .-1111_.. ,. "9__. -_ .. -_ ,.;_........,_--.1111__, 1111-_, �Dnverrays Length-`N-�dth no. suhtotal : ;Length Width no. subtotal �• :. , - .. - _.__._.. _.- ........ _ 1111.-._..� ....._....: 1111.. 1111.... 1111 - 1111_ ... . . Su plier. appro4 ed contractor for a rrurnmum period of I year. The cost of this service • Filterra� uivcrt elevatio _ 1111. and wdks a o; o; o; o; o; o o ; ;and V,� - - _ - - - - i.� such that the unit and t slab match the rade of the curb in the area of the uriit, P ns are 3.5 below.TC D D D 9 D o: .... _.._ . 1111_ _1111. - _.__.,__.__. . ,....-. __ ks a V o "o: a; o 1111 __D .. o . r7P $ 1111_..- : D. a: _ _ . - o .. 0 0: 0: 0: 4; 0: 0 OI e ice _ _ 1_ 1LJ o _ ,a is to Tae includes in th p i of each Fil_erra� umt. Extended maintenance contracts Filte �l.tnvert e _-.:_-- o. o: o, _ .._...._..: a: D; o: o o o o .. o t� Com act undisturbed sub- ode materials to 95 /o of.maximum dense{ at +1 . /o of ria ievahons are higher than effluent invert elevations 1111____.-.,1111-.:....._.._ _. -.1111_-.. _ ._ -.- __„__..__ _. 1111,___ 1111- -1111- .-- __.___..,,..0. -- _ . _-. ....- . _ _ P °I Farling Lots 1 2 3 4i i Z :. ___....11.-1111.-- . -.- .1111 _ - _---"----11. --- -9: _ ... � .-.._... _ i 0' 0! 0; 0 0 �• ., . - _ �.__. �_ 1111_._ - _ - 1111_... 111,1_ 1111_ _ . _. -1111_ ..__.___.. 3 4, ----_-- . x,_....._.... 'I _. 0, 'i 'Y i. p i are available at extra Gost upoin request. The b: assts lower than -the Fifterra� elevations t:eleYativns - --; . 11,11.__..--1111. 1111__- . --_--1111--_, _Patksng Lots € 2 3 4i € z 3 4; tParkin'._..a__._ - _ 1111.... .. _ 1111.. -- ptunum moisture. tJruiutabi_ material be�ow sub b ode shall be replaced to the Site YP : (P° ). o o, 1so4s: o: r_-___..-1111_.-_-__ _ 1111 _ _. __ -_ _ ..--_, ,_____ s ___ __________..., _�___ .. , g 1 is , 2 3 4i F' ` ' 2; ".3; _ 4 . . ._.._...,.___..--_.....____..--1111.._ _ 1..___.__....._.._, -_... _T - __ _11,._11-__.;._..____,_,,.<-.- .__168891 _ 415; l : 4115; n4C5 _ - 0€ 68161 - - -1111,_ _11 __ ._.- •The din $ttemen - Graelanas Aea ; Ara ,..,.._.�- 622,4f- S2tt.. _...._0( 5221' coura es cross linear flow and not head on flow Iia neer S dpproval. g P g , I G a EV a ear Area A ea -- - _. __._,_w___., _-1111 __.....__. x0.7D-• 0; :x0.70= -_. .. ravetereas '^�Arefl..... ``,Area. - 111"1_ C nSi 1111 1 111_..........__.._...-___. ........... .._...... _ - 0, - _ _ B. Annual mainfienaTiCe o sts of a maximam of (2) scheduled Yisrts. The visits are The Frltehrat� outlet drainpipe is. sized correctly and exits a ndicuiar to the w$U stn atu es 1111.. _ _ _, _ .1111__..: x D 7o D; _ _ .�S . _ _ P - _ Area no subtotal ; ; Area no. subtotN _ ___....,.... __,,..._._ 11,11 . .1111... __-. -. ,x O.rO. - ._ ___.. _..-._ _ - ... _ 1111. _ _ 1111 ._-_ 1111 0 - 1111.. .� .. .. 1111. ......... ...x070- 0 1x070 ......_..__. _. ..._.__... 1111_ -, ..._..t _....._._, :Structures Area no. subtotal € Area ria. subtotal ;.... 1111 1111 1111 - - - - -- >. t .. .. .. + - i s 1111.. __........_._.._,_ .,_.._.._._.: 1111.-- - :Slnecturas 1111 1,111 1111_...--- �cheduled seasonally, the spnn visit auris to cyan u after Winter loads incl i Foran conflictin structures such as sterni dram Les below Filterra� _. 4.. l: _ �.; a 1: o _ 1111 A ea no subtotal Area _ a. rut rata! i` D. C}utiet connections shall be alibrted and sealed to meet the approved clrawuigs v ith g P Y . g P P ...-_. D; ,, al o, I D; _ _ 11.11 _ . -_ o: D o, i o: o: .___� �.- - 6 . 1 0, D 1111 t.. 0, d, . _ 1111_ _.__ _ _ S' 0 3 salts and sands. The Earl visit llel s the s stem b reniori excessive Teat litter- For most efficient placement of Filterra� units 11.11... 1111._- _ .... _, r a; 9; D D o D - - =- - - - _ modifiea#ions necess to meet site conditions and local r� D: D; __ -,__- _. _ -1111-1111_-_.; _ - -11.11. -1111 _- _- o o -o, o 0 0' any gtilabons, P Y Y a °: D; o: �t _ ._ ........ _ .... ..._ _ -.. _. o 0 0; o o D: _ _. 11.11 _ ti 4 b opening throat detail and standard notes on Tans Actn�yyrezed pasture 8 Araa Area _,,11,1111.11-_ ...-_.__._.__, 11.11,._-1111__ 1111. _ _ 1111 -1111 1111_-.-. _ -1111 _ D D - o: o': D` 9i P - ;.._.__..1111_: :Actnel/-3razedpasfure8 Area �Arez _t'r.I_... _ _ .. _ 1111-11111111 1,_ _ .. .. 1111 _ ....._..__ 1111_. ..... ....._ '„/ - ..t� ... - - - .: I .::yards and cultivated turf- x 0-08 = ! 01 30000:x O.Q8 - € ..-... - re Y{Srazed pasture &. ..Area... ...Area 1111.. _ 1111 _ Q - . Ac _ _ 1111 1,111. 1111... _ 11.11- ._ 1111_ _ . . _ - - R a + C. Each maintenance visit consists of the followin tasks. -. _-.___,__.�_�; ,yards and cultheted turf ,.. x a.0a 0, 36i c ;x a.ca = ads - i . QnGe the urllt la Set, the intvrTial WOOden forms and 0.6ot1ve mesh GOVer mliSt be .Ieft g Ach ec ep land Area A ea _ _ ..-., ...... -. _ _ --.... .._.__.__ _.._..,. _ ... _. 1111...1111___.. _.- _; y and cultivated turf Ix D.48 - o. ^9WW'x QD8 = Pr ® , _, ._. __ . . Acti a crop land A ea Area .1.1 111 .. - .. - . 11 "' The pian review coizeluded that the Filters structures listed above were sited and srzeci _- 0_ _ 11.11 Act crop land A �a A� .- _ 11.11. _ � -� _J x025 intact. Remove oral the tem or wooden she in blocks be cera the box and to _ __.._._x 025-1111 o........_ -111 . _- -.. ,.. __ ,_ ►-,, _. Y P PP g P x a 25 o x o z5 = o; - _� ;OtherlmpervousAreas- ; i ._ ., 11.11_-:_ .__......,. 1....1.11.._ ....._........__..... -.,1111-.1111.., 1111. ._ 111. 'x0.25= 01 - tx0.25= 0 Q slab. The to lid should be sealed onto the box section before iaaClcfilli usin anon 1. Filters unit inspection appropriately to treat stormwater to our published specifications: o '; otho impousAreas I OtI errmperuois Areas- --_ ,_ ____..._ ... _ - _ ,__._._.. _ _ 11,11.-- - P� g r, _ _ _ _ _ ......__ -1::,111. .........-1111_.., _ 1111.. ..,..._........ 1111...-,1111::,. -........ _..,..... 11.11-._.,......_.. - -1111...- 0. - - - 0, 0 ."' rte` ,. -._ 2. roreraTi debris Silt iTIirlCli & trash Iemoval . imps v our Gaver 0% 73%£-___._:_.�._-11.11__ 1111.,._ _ ._ 1111_ _ 11.11.___ .1111_ ... _ _. - 11-.11 _ ____.__. 1111 1111... OL 0' """'�- �hrni� grout, butyl nabb r o. s miiar wet rproof seal. The boards an top of the lid and .m--.- � c.� _�._,., Imper„iou=cover 5��i l ago, _ ... _ T ._ 1111. _, �_.. 1111.. 11.11_. � erationat consistenc with theses ecifications is conhn boards sealed rn the unit s throat must NOT be removed The Su leer. Amencasl: or 3. Filter media evaluation and recharge as necessary Y ` P gent upas the storm alt tuiiits __y - ._.__V _ . , I(pre) '{post) -_.-11,11, LtPre) 3ln�) mparvmusGpvar T 946%I _4� � 4 PP ( 4. Plant health evaluation and or re lacement as necess being instaUeci correctly and according to the plans, as well as regular maintenance being - 075 �s i .____. ) v 11.11_; Rvtpostj - _V tPr) t(post) . U its authorized dealer) will remove these sections at the time of activation. Backflling Pit ?;ig p �3'. _1111- 1 _. a.7s los; - D4s -, j�, M - 2� Re lacement of mulch performed :Installation Help documents will be forwarded to the Buyer at time of order. _._ 11- ,__.__.._ .D 4 should be performed in a careful manner, bringing the appropriate fill material up in 5 P : >� Naw 8eve!opmerrt (For Development Areas, existing impervio rs cavar zo.) rq . _ The FilteIra InstallahOn, O enation and MaifltenanCe Manual made available U n - -- ---------------- NawPavatopmenx(ForDevelopmentArees. axisiin im erviousover<=20°/. - - "Y,j .. - » - .: p. po i C f i E .. - Rv .,. . _:. -` 1111, -_ a --1111._, _ .1111_.- --_ ..........._. ...........1111...-1111. _ 1 111 ..-.9.. p....-. 11,11. ) 1111 11 11. Na flr.i 6. Drs oral of all maintenance refuse items (P ) ` : (pia) L{pia) L(post) ; RR h RR .Area Type -I__._. _ ,_ , 1111 - . w Development (For t3evelopmanf Areas azisHng impervious aatrer <= 2i3'h 6 lifts on all sides. Precast sections shall be set m a manner that will result Tri a P _ _ 1111_--_1111_ _. _. _--- _ - .,�..-,.. _ _.-_._.___. _-11.11__._ , _ ! )11._-_ . ". .. �... t'::,.._..,_:; •^•{- C f {(pre) - Rv(pre}=„�(Praj ..L{post} . RR / RR .AreaType - - - .___.- 11.11___ --..w___._. 1111 �i i G : f + f re " : Rv re. �. L . rs �. L .est 1141 a Uest. - _ E`rf°,-> - - .-?s`lk`tf.a 0.23- 031; 2.30; 1.59:,.,..-�r...69"%: DeuopmentArea , ,,,,11,11 _ _.�_;_.._.._---1^1-11-_.-_- .. : (P } {P ): (P } { RR-,_.._Y.RR IAreaT e.,... i 1111. ....., a .r 1111,, _. _ _- - _._ _ _ - ,. d._..._ _1111 .._ - _ _, 11 Pre , . 1111... , .. P . _I_.d.... _ ... yP 7. Vlatntenance records u dated and stored r its available u ori re nest, - o.z3 : 0.27: osz : D.Ga 71% _ 1111.. -- .. waterti ht Dint. In all instances . Installairon of Filtena irxnt shall conform to ASTM p ( 1� P q ) <. �<.; 4 .,.. -.- Decpment Area [:a:y__ g a - - - r,��:-d�,3'S- 4 i7(k �*.. „r•5 D.o5 0.98: 1.15: 1.07:.. • . _3%: Donkin Water Watersheds : ., ,.. ,< .:-' - - -.. 1111.-1111- _.-.1111_ _ 1111_._ _. _ 1111 �...... . ---- --.� _.___._._.-1111_.-_, „,,, . M_q�^' - 's "e.,... 0.49. 0.88: 0.88 t - 0.00 I1:;.:-. J% Derd merit Area „, -^-�- - ,1111,. 1111_ --1111-_�..,_ _.:_..---'--.._: 11.11_ .�..:.;:;.. 1111___ .. 9 ;c= .rs., r, ,:. 3 : : fie-:vsy,,:.�,.,,.<a,r- ,�� _ oP - .-.. .. «„_. :z �.:.. � 1111 ... , �. 1111__ _ : ---..-------_--- - .. ,:,.. ...>. :,.r. .a� 0.10 . - . -.�..r ... .,.ate., r.. ,111,1. _- -- .. ..____.�..- _ .:.._.:.F.._...._'-`- ... 1111 1111 ... �fl0';,-_ • 0.06. 0.46. .0.411;, 89°k Dnnkmg Water Watersheds �.. , -111•-1. ._. 1111... fi:-.,.1:t)6 . *� 0.49. 0.44: 0.44 i D -W .. ........4°h Drinkin Waterwa s ecifieatlon C8oI Standard Practice for Ins#allahon of Under ound Precast Utile,? l 06 0 , 1.31 1.21 , 12°6; Other Ru ai Land... r,,, - .-.1111_ 1111.. 1111 1111 1111__----- . tersheds . p gr tY w, - - - -.--- �-:,..- ,._.,,_,,._-111 1_-_m_.. _ _ = :o: : „ _ _ .. _..L . _ M- 9 - ---__..,.__ o e be and en Q e . Yours srncerel m tatues fit) .1 bm F l a.10 ¢as a.ea : 0,41 j ss% anar RUraL Land t - D: Th date of Su I r s nbli oho Y m : StrllGtiireS e E ginF1ing ding i n t0 malritain the iristall(d mm. dues __.__._. ._ __._._._..__ 1111-___-__.._.__, 1111 __.____. ___,._____ ,._ „'', 1 "., _._0_46'^ �_50 0.50: D00 0° OtherRurailafl ' unl ss dire ted otherwise in contract documents. PP g min. values `' ` ___' _1.111. , �_ . -_ . -11--_ -... _. 111 - system shall be determined by the Supplier at the time the system is activated. Owners `_: Reae)eloPT,ap!.TgE oevaropmantaraa> exjs,;rg,mpaivio�so�r? z9.1 . -- .-- , ,. _ .1111._-..�____.-1111_ Redevatopment (For Dave3opmaMAreas,.existin Im erviouscovrar�20°e :. . . _ 1111 1111, _ __..�_. �••� . - .. . _ , _ - - - .. r j re , Rv re L re L post : . T . IRR : ' 'i _,_.9 . Y. -, ! -- 11 .. I Redovelo F ` ) C f p ) (P_._}., IP„ -111_ 1 ( Areal 1111-...._..�......._._.._,..... 1111.. 1111_--._- -- ,; 1111--.. 11,11 mant orpave!a matttAaea!,axrsdn m errlouscover.20'; 1111 must Tom tl noir Fhe SII er of an darn e to th t ?_ 1111. ; 11.11 -1111 rPa.- : .....P_- (1111..__ ..P ... 1111. 1111 ... 9 r.. P. .. } F. Curb and. utter Construction where resent Shall ensure that the flow^tine of the P P Y PPh Y e plan (S)� wlllCli ConStllllte/S _ 1111_., C f € (pre) ; Rv(Pre) : t re : L st r RR 1. RR : Area T 1111.1111_... g ( P ) 1111 .. \.! ... 11:11. ..-,� 1111. _ . 0,--.. 890 .. 0.23 0.71 : 2.30: 1.66-::.r,....72%E Gate: - �.,,e„ ,.,"., x.. .. . ). opment Area 1111. 1111.- ..--1,111 (P ) -,{po )11,11_._-1111__.-._..._,._ ___._.__Y..E_ C f !3{pre)` Rv(pre) L?pra ! L ost.�..RR. ........%RR iArea T ._ °^+• a a .......................... _._:...._..._.._ 1111) 1111 {P } . yPa -.. w. s:. .� '-: , D.23 r 0.27: i 1111 1111..... 't` 1«1,„1:1- .- <-. .. 1111.__- r- - ... _. -1111 11.11___:.._.w.,_ -.._...._._..._.�_..__.-_ ..._......._.,___..,.., ,a•.. - „�ag. : 0.92: 0.683 ,._74% L�etei meniAtea r.,:.*. ;1 - ,. ® a _ aninte al sit of the bioretention technoi _ 'oaf _ 0.05 D.o8: 1.16: 1. I __a,. s•.. °a,Y'i'.3 gw- a .4.�s 1111 _ _.'^__.__ _ ._......._ _ oP e _ - Filters urLlis is ata neater elevation than the fio�v line of the b ss structure or PY os, .. sa% annKa waterwatesheds W..dx� o.4g a.ae; o.sa o.a3 1cr� ixei m�ntAea i�` _,F s z - -- cP YPa ... s 3�.. .1111_ __.. .1.111.. �, � _ _. 1111.__. . 1111 1111.... 1111.. .-.-1111._. .._.,..-_.. 1111_,. .,. - ., 10. 0-06: 0.46. DAtt ntiin' Water:" - _ ».:._._.,._...._ _. _ _ .., 3i .. z _11..__11_ _ . _ _ -... .. i .. - _ _ _ .. .:, _ ._-,:K-:.,, i t.--11,11. , r ...,,..,.r ... ,: .- ! .:90% Dn g Watersheds _' .:,-a,..,:. 1 - - .a..r..,r.,„ _.__.._,�..._---•-......_..._.�_____-.._._.... .. .....71:.3.4.,....8,,_.,. l___- .�_ 111,1...;, ......... ` . t.. 040 1111 0': - O.OS 0 1 : - .., .. - _ .. Qi,., ..a--..� c-..'i`�O, .0, 1-31: 1.22 ......93%!OtherRuralL a , :,,.,.� 11,1;1 :,. -.-_..__..____.-..._............ .. :,1111 _. 5 0-49. 0.44; 0.44, O.OIi-- ?'15% Cnnkm WaterWatershats 'i'�+ 'ji s....'-_ ......_.. _....,. _11.:11-. .. .Y <a :. : y:: ..t _>, ,�. a _._1111_ 11.11.._. , 1111--_ - - 9 :,mol - 0.10: O.Q6.. .1111-__ _...__„_,;...„,1-"-1111.-_-._.�. _....,.._,.._..._ +.�:+:1 retial dICJ 11118t Curb Gut Or Similar . Fai�ULe t0 COm 1 With this define ma C11iSe _. .. 11.11... ......... 1111 . _......... 1111 1111.. _ .. _. _...1 ri )0 .. fy$5� f 4.53: a.47/ ... , ,.90%, Ocher Ru al Land .,�_.. _ 1111...._ .,.__ ..........11_ .,...._..,...___..___-,_...... .'�iis5 �1. • 0.49; 0.50 ' 0.591 0.08 - 15%t OtherRuraiLand - ( P ) P Y Y Dean Eaddorf wk._, - x __ ... 11.11_.. ,11.11 .._.--_...�� " ¢, ..., ,.-. .:. ,- :. _'_-'0-46,_ - ---`-11 0.___. .-_ I✓.:.:::-' . _ ..=11othe._-.. 111L 1 failure and/or damage to the Filterr? enviroTiniental device. .. .. En ' eergu ort Marta er interim Manual, Page 7a mr-16 Feb 1998 GES 11.11-. _-.. . PP g - - - - - [nferim Manual, Paige 70 - Ter. 76 Fab 1998 GEB - Interm, Manual, Page 70 . rev. 16 Feb 1998 GEB ` ;, � v , tI6n Systems Ma ufac G. Each Filters ulut must receive ode nate im anon to ensure survival otitic liv_ . q g w t! n' + Fiterrat�t}ueEiby4mencasi T:{804)798-6068�v>f��[Cr-RST system during periods of drier weather. This may b� achieved lirougli gutter rlory or 11352 VirgtUfa.Precast Road r: (Sb4) 798.84t30 natjtist contfzte, concretesnlutionsi. - t +_Brough the tree grate. - Ash�and, VA 23005 E: designQo fiiterra.com a vnv.filterra.corq . .. . . . .. Q `� . . . r� � ... . *+) • ' d . 'p *,1 Q . bad QE 00 . 00. c ) v . v n c.. 'n r - a m 1 I a 0 1 -_,T____ A -� 1111 _.�-,��.:� � I �" - - - � � � I - 11 . I . . - _ I. -1 I � . �. I � . - 11 I � I I 1. I . . - . ... .1 . I - - __ � I .- _. . - I . �. I I-.- - � __ � I I � - - - -1 �- - .- � I I - . - - I - - � � � I __ -1. . I - ..- - _._____ I - - .__ - � I � 1. - I __ � - I _______ ___ __ �. - I __ . . 11 � _____________1__ ____________ ___________ I - - , . '_-----.--- ___ _. I .... 11 � � ___ 7 _ � - 1-11 .1 I I I .- I _ - � I - - - - _ - ___ --------- � � , � I—- - _ - __". _ - . . I- � __ � 1. -1 I . � - I - . _____ _ I I I _. � I � � I I I... I � - - -1 - � - . I __ _.___ - ___1 ....... :_ .. . � - � __ 1- � - __ , . , � - , . 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I C= 0.77 1 - 0 L -_ I I --,"t � _-, _,�__ - ,"00 I L L CL= 0.72 1 1 L C= 0.44 . . L I - _/ � 000 . 1:� ---- Z 0 __ ___/ '4000or I I [ . _,000 L ��_ VA:i �-_ . I . I . - "'00" . I L I � . I L... . . L . . I 000 I I I . . I L I . � *, L :2 (3 . .-I , 000 _1000, I . I I I . L L. . L Tc = 1 3. MIN I 1. I Tc = .1 0 MIN I L 1. 400- 1 . I I I I I . L . I Tc= 14 MIN I 0 1 . . I I L I I . I I I I I I I 1__' I I - -_ - - I /0001 I I L I L . . "� I I I . . I . I I I L . . � . I I . I ��, L I I .. . . . I . I . I I---- . L . -1 . L . I . I . I <Z) I L 1. L I . I L I . . I . I I I I I I . L I � L L . Q) L I L I . I L I I I., . . . I I I 11 STORMWATER -QUANTITY CALCULATIONS L I 1 I . . . . I L, � L 11 L L . I . . I . . L I I (Z) Nl;t I I I . L . . . . . . .1 1. . I . . I L. 11.1 L I . L L� .1 LL . . L - . I I I I . L I I 'k- c) 'k- 44 L L I L I . . . I . . . I . . I I I.. I . . I L L � L �, I 1. L .1 1. I I I L . 1.1 I L . . IL .. 1 I . . . . I I L L I I I .1 L I., . L L L I .1 I I . . LQ ,v-- N I I L IL � I I I . L� 1. I L .11 . I I . 1. 1. 1. I L I L .. . I I I .1 I POINT, OF STUDY A: I . . 1-1 . I L I L � I I L . . I I L . I . , L L L I 1. . I I 1. I I I .. .1 I . . I � I . I ... � N N Q � . . . . -, ..- . . I I . I . I . I . .1 I I I - . L I . . I L I I I I . I . L . � 11 L . . I .- � 1 I., . I . I . MO!DIFIEDLRATIONAL METHOD , I L . I .� I . 11 I I I I I I I.. 1. � . . L - L. I I . 1 I .1 I . I __� cl'� ( - � I . . I I I . I I . 1. I . L I � .. MODIFIED RATIONA1 METHOD I I . I . I L L . . . I I I . I I IL I I I I L . . I - I I . L I . MODIFIED RATIONAL METHOD L I I �* I . . I . L I L I L -_1 I L . I . I I I ___ I . L I � I . U ired ,Storage, ---- I I I L � N K Q ' L . . � L - -. Graphical Summary for Maximum Required,S.torage - . I . I mmary :for Maxim= Requ I I 11 . L I ---- Graphical S=a y .fo . Maximum Required -Storage ---- . .. I . . I . L I I I . 1. L . . � L. L L I I .. I L - I I I L I I I r r L I L . . I I . I , I I . I I . . . I I I L � I I . I L . I I '. � I I . I I I . L 1. 1. . . L I . � L . I . I . I . L . .. L I 11 . L I I Method I . I I I I I L IL I I I . . L I I - . L I EXISTING CONDITIONS: Q2 = (0.72)(3.68 1 N/H R)(3. 1 1 AC) = 8.24 CFS I I I . I 1. L - L. IL . . . . I .. . I . . . . . I L. 11 I . . . . L . . I .. L I I . Method I I L � (1) ** I L . I . L . . . . . . I . . I 4 .. . . I I . 11 L I I L . L I L I I I., .1 � � - L I . L I 1. . . . . , L L I . I I I . .1 . L ' . I . .L .11 I . I I I I I I I ' I I L . . I . . I . . I L I L I . : I I . I L IL . ... I I I . I I I . . I 1. L I I -_ a L L L L I L L I I I I . I . � . . I I , . � . I . I . L . . I I I L I . . . . I ., 1. . I L _: I I L I Q1 0 = (0.72)(4.84 IN/HR)(.3.1 1 AC) = 10.84 CFS .1 .L I ILI.,. . LL I . L I I I L . . . . . I . I I 'iA . . 3 I 11 I ;. L . I I I . I I I � I I., .1.1 � I .1 I . .1 * . L . - I I . I L I . 1 . � :2: ,, Q I ` Q -- CiA * Units Conversion;L Whe re Conversion ='43560 / (12 * 3600) L . Q ,� C * Unit , Conversion Where ConVersioni = 43560,,/ .(12 * 3600) � I 1. W --_ . . I . - L . . L I . . I . L . L I I I I I Q = C _iA Unit o . , � . L . I I . . L . . I L . I . . I I I . I L . I I I � L I . Q1 00.= (0.72)(6.34 IN/HR)(3. 1 1 AC) = 1 4.20 CFS, I I . I .. I 1. L . L I . 1. � I I L L I I I I L . I I I W QD Z Z L . I . . . . 1. . . . I I . I . I . I . I I . I . L I � L L I . . . I L L . I I . I L . . I - I ... L. I . L 11 I I . I . . L I � I � I I I I ''I . I I . I . . I I I I a --�, I., I I . . L - I.. . L . I I I . I o . I L I �,� C� Z " . L I . � L .L . I L I L I *****t*�,k,* . . I I . . � . *** I *** I + * f, * L* * + * * * * * * * * * * ** * A *;�7** * * ��,_�_ k * * +* * * +* I L I _.k, k** �r* * * * 1. * * k * * * * * k * * * **- * * + * * * A- 4, * * * * * * * * * * * * * k ** * * * * * * * * ** * - . L I I . I L I . I . . I I I . . . I . . � I I L . . I Li I I . I I I * I . .* I L I I ... . - . * I . . . ' I I . . L 11 I A, s M L RE—DEVELOPED CONDITIONS: Q2 — 0.00 C FS I . I I I E NCY: 2 vr . low: 3..64 (c f s L RETURN FREQUENCY:. 10 yr . I 'Allowable Outf low. ,4.75. c.f s, I . 1, . RETURN FREQUENCY- 100, yr .Allowabl L OutfloW.LL6.20 cfs . I . I . - . L . * I * . 1 R L i . . . �, ... I . �, 11 I . I . e I . * (1) , (,.) I . . I * 'C�- Adjustment: 1.000 I I Bequred Storage: .321 a�c-ft I ICI Adjustment: 1.000 .. _ equ red k 'C' Adjus 1 Requir dL Storage: 1,519 ac -ft I I �: L I L I L , I I I I L I I I L I I I e - I . IL I Q1 0 = 0.00 C FS I I I L I ----------------- * . * ------------------------- Z Q z . . L I - I I I .. . I * i. IL 1. L I I . ".. I 1. I I � I * I I -.1, Peak inflow- 6. . 9 1 1 cfs 11 L : I I I I .1 L L . L I . * . L L I I L I . I I... L I I 11 .1 I I * -, :z 't- IA4 � . Pe�k Inflowi 6.05 cfs I - . 1. I I . I h Peak Inflow: 6.76 cfs I I Q 1 00= 0.00 CFS I .. I . 02 y I r � I . I 11 . . L 11 I . LL * * I I . I I I . I I I * itz�� (3 Iq . I I I 10 yr . I ' L I _qY1,1 File: 1-00 yr, I -_ . I I . I :. . _ 1. .1 . I - * j�- I * * A- * A * A, -A, ** * k it, * * k -k ), * * -A * * A * "k * -.k , -,k*****k**** I ,' * k * L* kik * k * * * 31 * L I I ,!� L , I A * A * * 01 * * .k * A * A h * ,� k A * * * R * k * * A, �. k**. * k * k . . .' ***+ k k * * *k**k**** L L ,**',�k**k**k* * *** ***, I .�*********k* ;,-�*k.k* kk.-k k *k - **�k k+,,*A *�� kl�**** -k k k*k k*k**,�** - I I I L � .. I .1 I . . I I I . . . . I . I I I . I . . . . I L L .. I . � Ad L . I I . . L . I L I I . L I I IL I I . L . I I � I IL . . I I . � � I Z ,�N', I . I L I L . I . I . I I L . I I . . I . L I I . . I I L . L I . . . I I . L I I L I I . . I L . I L- I L L I .1 I . I I �_ z 11 ft - I I L I . . . I . . I L I . L L I I I .. I.. L . L L L I V* . I L I . I L I I L L I I I I I I � I 1. I . . . . I . . I I . . I 1. I I L 1. . I �0 � . . L I I . I I . L I � L I I . I . I I I L . POINT 0 F STUDY B# . I � , . 11 . .L L . . I I I �) (5 MIA I I Q I Td = 1.0333 hrs. I I Return 'Freq:. 2 y _r Q 1 L I Return Freq: 10 yr Q I . I . .1 . . L � CC, L . I . L . TC1 = 5.2167 hrs . . -A . I . . L. � ------- A ---- / Cadj.fiactor-1.000 , Storage ------ / C adj.,factor:1.000 L ...... / CL adj.factor:1.2'1'0 � cc 2�wft 1 1 1 1 1 L . I L I I I I I . J '' L I J ------- Approx., Duration f . or Max. ,St I orage I , I , . L L I L I I I ''I I I I 1. I . I 11 . I I I I L IL I L I . I I 1. . . 1. I . I It- ,, . I . L I I I I L .. 1. L I L :� 11 I L 11 I I . I . I I I . . . . I I . L EXISTING CONDITIONS: Q2 = (0.44)(4.12 IN/HR)(2.01 AC) = 3.64 CFIS . . . I I . I I I I I . . I . L I . I I . 1. I I I I L I . .1 L I I I I .11 I I . . -,) 41, 1 L Q10 L = I I I . .L I . . . .1 I I I . L . . L I L . I I I � T C= .2300 hr,q: . . L L 1. I L L L I L . I I I .L. 2 1 L I I . . . 1. . . 1. . . . I . I I . . . I L 11 Q 3 a a I I I IL I I .. L .Tc= .2300 :hrs I L L � L I L 00 . L (0.44)(5.37 IN/HR)(2.01 AC) = 4.75 C FSL L I I L . . I I I I I I I I : I , , L , L, L , . . I I I Tc= 300., hrsL I . L I I I � L . . � . . I I I .. I I T 'L I I I I L I = 4,7148 in/hr 1. L . L L I Area = 5.330 acres . I . 11 � I I L IQ I . . L L I = 33.5824 in/hr I Area = 5.330 acres I I . � L I :1 11 I = 6.1920:in/hr � . I I I I . . I . L L I i Weighted C = .770 1 1 . I Q = 19 . 51 CfS. L , 1 1 1. L� L � . s . . . I L L L I . . LL I I . Q = � L I Weighted C = .770 144 1 Q100= (0.44)(7.01 IN/HR)(2.01 AC) = 6.20 CF'S I I I I . I I L . I I I I L I I 1 32. 03 L CL', L I I . . , I . .. . I .1 . I I I � - I I Adjusted (" =L .770 1 . I . . . L I I ', 1 1 'I ,. . L I I I Adjusted C = . 963 �, � L I I . . I I L . I 1 �2 10 I I I I . . L I I ! L I I . J LL . I I I L . I I I I I I I L I 0) L . L I L I I - I ' I I I ' L - L � . I . I - L . I L 11), 11� A% I I I . i. I - . or I I . 1 . L L . . I ! I . I I I . I L I - I I = .2 RE—DEVELOPED CONDITIONS: L I . � - I . . I I .-- .327 ac' -ft � I I L . . I .Td=.1.4 . . I I . L) I I . . � I - - (0 I . I * I i . .-- I . 5 IL9 a( --ft ,,� �K , L L I L . - I . i . I I I =L 1.4618 in/hr I . I I I L I - I . L � . - , I I I -L I � I I I I I I . 1 .= L.6703 I .n/hr I I . I . I I I- 2 - I STORAGE) Q2 = (0.77)'(3.56 IN/HR)(5.33 AC) = 144.61 CFS . L I I I 1: I'iC I - 0 4 1 � I x x x x --- x Q = 6.,05 ctfs i . ,/ - -f _ L _ "_ _� , L � X . 111� X " 2� X Q = 6. 91 r- 3 . , _ X X ? �_ L X _A. x x _ , KJX � , y , X X ;, , , .. , Q =, 6.76 cfs F � I I I L Q1 0 1 I L I I L I L, M 7 . . . . � ' L , , , , . . . '- 1- "�; "�; "�; "�; , "�; , ,,,�; , , ,,,�;, I I I . L I I ! I I �,` I I I . I ��, ,, � ,.,1,_,;;;; � , ' L _ � _ _ - _ - 0- I = /0.77)(4.69 'N/HR)(5.33 AC = 19.25 CFS ., 11 . -1 14 I I � 11.11 ,, - 'i, I �_ -'F I "I � I I I X X I I . �_,iv tft - I ) I I I I I X. I X I ' � 14i " I - I ,�,-,W IN 1� 11-1 -, I . 1� A' LLLLLLLLLLLL - - - � \ I . ., "L -"- i � 0 I I � () I I'll , -0 �z - I / fl )ko,73 L' (" := 25.23 t" F S 11 I . I . L I . . I () - 1.ii, - 1) ; .*& Q, 00= (0,77)(6.11 6 JJN /"R%/5 D, A -,) . I I XL - , . I I � I . I 0 1 y �,Allow.Outflow) i . X 0 I I . ( . Ailowr. Outf lo�q) I � _12L I . 0 1 L i X `Ailo�,,r. Outflow) �� 1 115 1 11 I I tt , - -13M 1 - . I . , r_ �1 I i I . � I I - , - ::��__ , - '���_ - ,---- I " " , , _i �' ___ _� _�_ -1 I I W �,, 1, , :,- L1, _ilt I I I I I I I ; " . (7) X . (11 . I I � I 11 i . -1 .. � i I . L I . . I . I � . �6 , , I . :�i I I I Z -,: I - I I I 0 . I . I I ,� !�`� I Z , � I i, X 0 I S 1 x I , x 0 1 �1(19` TO SC� 1 � i . X 0 . NOT TO SCALZ 1. _," , I I-- � I - '� � L ------- ____ - L I - I (WITH 1U Q2 ,= 5,,291 C� F S 1 . , _-� o � i i . 01 ------ ___ I i ,� o ________ I I _,�� ,--.-- - () I I L - . I I I TI.- ��, I E L i C) I I 11 I I I I ! X I Q I i 1/1 I . I - Z \ 1.) - ) ; I 0 " L I I I � I . i __ I L I . I � _�_, i - - - - - - - - - - -- - � - I C -Ah.w Q10 = 6,91 1, FS , 0 � 1 T I 1 T I . . L . I L-' _� 2 i Q 11 0 0 = 6,,76 C' F 3 I . ' L 1 4- A I 1 T 44 L' L I . L I __L.n 1,� Id � I I � . I I I I i _ %. 11-. ,% ii) I _ I il , 12 � I I -, . -Y i k_1 I I `� � 'P 0 1 N T 0 F "r I I ij' ' � . _-) I ,_ � I , 3 " -'A' -A! Hy " r _,� i '= ,�'! -ip, ,_ � ,- 1) "5 _____ C�_ I , --') I � �-- I )"Jj\`r, ')A" , - I I _-) I I i I J _r k, t..011, V ,_ 11 �'To f?;\i - __J i '4 I __ - I I 1-1 ,_� RAIN) I / ; ____ _ I I I -DP 200-9-00034 1 - � - ,:�___) I . — I - I& , , , I ""qqw U.1 '�' ___ itJ_ 214 L.F. OF 24"0 RCP CL III PIPE TOP 525.70 14 L.F. OF 24"0 RCP CL .111 PIPE INVI.IN =. 518.40, INV.OUT 517.33, 8INV. 516.85 INV.IN = 516.37, INV.OUT 516.28, MASS BALANCE (,--c ft) b=0.5% b= 0.64% - ------ ------------------ M.H., DI -413, L=6 + Initial Vol .000 'YG Vol 11,-: UNDERGROUND DETENTION TOP = 525.10 + K .829 (5) 107 L.F. OF 48"0 RCP CL III DETENTION PIPE INV. = 516.75 MODIFIED W/INTERIOR WEIR WALL - infiltration .000 OUT INV.IN 516.50, INV.OUT 516.10 TOP= 522.10 HYG Vo. .829 - Retained Vol .000 M.H.0 W/(2) 32'X5'.' JUNCTION MANIFOLDS. (PROVIDE OPENINGS FOR 6". UD'IS) TOP = 5211.80Unrouted Vol -.000 ac -ft (.000% of Inflow volume) M.H., INV. = 516.40 EX. 80 L.F. OF 24"0 RCP CL III PIPE TOP = 522.80 J 1x\4 INV.IN = 516.21, INV.OUT = 51 1.7 1, INV., 516.50 S= 5.61 COMPUTEDVOLUMES FOR A PIPE LEVEL POOL.RCUTING SUMMARY -TOP OF SLAB US Invert Elevl.-� 516.85 ft HYG Dir = S:\public2\SITE\08-Projects\MJH FROFFI T RD\HYDPO\PondPack\ DS Invert Elev-= 516.28, ft Inflow ELEV.=522.1 0 p 1 HYG file = viork ad.hyg, - PIPES IN 100 yr Barrel Length' = 132.0.0 ft outflow HYG file = work pad.hyg - PIPES OUT 100 yr 0.50'Computed Slope -0Q4318, ft/ft F/L GUTTER=521.60 Diameter 4.0000 ft Pond Node Data = PIPES of Barrels 5.00 Pond Volume Data = PIPES 4�. Pond Outlet Data OUTLET Slice Width 10 ft 10 YEAR STORM ELEV.=520.77 Vertical Incr.. f CREST OF WEIR=520.65 No. Inf iltration Perpendicular, Wetted, Filled Perpendicular Total INITIAL CONDITIONS Elevation DS Depth DS Area Length Length US:Depth 'US Area Volume 2 YEAR STORM ELEV.--519.56 ---------------------------------- - .(ft) (ft). (sq.ft) (ft) 1 (ft) (fl) (sq. f t) (ac- f t) Starting WS Elev 516.,28 ft ------------------------------------------------------------------------------ 12" DIA.. Starting Volume .000 ac -ft 516,23 .00 .06 .00 .00 .000.0 00,0: ORFICE Starting Outflow = .0o cfs q.a516.38 10 .0831, 23.15, .00: ...001 -000.0 -.000 INV.=51,6.28 Starting Infiltr., = .00 cfs 516.48 .21 0 -.2342. 46.32 .00, .00 .0000 .0101. tar Total Qout .00 cfs 516-58 .30 .4273 .69.48 0&1, - 00 :,0000. .001 24" DIA. OUTLET Time Increment .0050 hrs 516.68, .40 .65,30 92.65, 0q. :.40. .0000, -.003 PIPE, INV. ---516.21 516.78 .50 .9055 115,80 .00 -00 .0000 005 .60. 1.1807 13.2.001. 1 1 .00 -0138 .008 1 516.98 .70 1.4758 132.00 .00 .13 .1239 .011 IN FLOW. /OUTFLOW HYDROGRAPH SUMMARY 517.08 .80 .1.7878 132.o0, .00, �.2,3. .28911 1 Peak Inflow` I 6 76 1 cfs at .2300 hrs 517.18 .90 2.1150 132.00 .00� :�33 .4930 '019, low .76 c f 5 at 1.2050 hrs, COMPACTED Peak OuLf 6* 517.28 1.00 .2.4553 132.00 .00: �43 �7273 -023 - - - - ---------- - ------------------------------------ - -- o 0 GRAVEL BORROW 517.38 1.10 2: 8071 132.QO .00 .53, '9871 3.1692, 132.00 '00 63 o Peak Elevation 520.76 ft 1.20 Peak Storaqe .�190 ac -ft '0 517.58 1.30 3.S399 132.00 .00 :.73 1. 5691 ..038 1'�2688. 033 517.68 1.40 3.9182 132.00 .00- ;B3 1.8861 .044 517.78 1.50 4.3026 13 2.00 .00 .93 2.2174 .049 \1 \\zl M/1 41-6" 517.88 1.60 4.6922 132.00 .00 1.03 2.5613 MA S S BALANCE (ac -ft) ED SUBGRADE 517.98 1.110 5.0861 132.00 '00. 11,13 2.9166 .060 COMPACTED -------------------------- 5:18.18 ----- ------------------- 5ia,08 1.80. 5.4828 132.00.1 1 00, 1,23 3.2813 .066 1 -"Initial Vol .000 518. 18 1.96 5.8818 132.00 00 1x33 3.6545 1 .072 + HYG Vol IN 2.915 518.28 2.00 6.2816 132;00 .00 1.43 4.0347., .078 ol - Infiltration = .000 518-38 2.10 6.6813 132.00 .00 1.53 4.4208 .084 STRUCTURE #1 1 SECTION VIEW 518.48 2.20 7.0803 132.00 oo 1.63 4.8120 .09& -HYG Vol OUT = 2.915 1.1,3 5.2067 .096 -Retained. Vol = .000, 518.58 2,30 4770 132.00 .00 ---------- N.T.S., 518.68 2.40 7.87H 132.00 .00 1.83 5.6044 .102 unrouted Vol -.000 ac -ft (.000% of Inflow Volume) 518.78 2.50 8,2606 -132.00 .00 1.93 6,0035 .108 518.88 2.60 8.6451 132.00 .00 6.4034 114. 518.98 2.70 9.0235 132.00 .00 2.13 6.8032 -120 ASPHALT 519.08 2.80 9.3942 132.00 .00, 2.23 7,2.014 126 VDOT #21-B STONE 519.18 19 18 2.90 9.7564 132.00 '00 2.33 7,5976.- .132 519.28 3.00 10.1083 132.00 '00 2.43 7.9901� .137 VDOT CLASS 11 BACKFILL 5191,38 3.10 101.4486 132.00 .00 2.53 8.37U .,.14.3 519.48 3.20, 10>7760 132.00 ,00 2.63 8.7612 148 o 0011". i : . )�. 519.58 3.30 11.0881 132.00 .00 2.73 9.1372. .154 2' 2% 2' 2� 2j 1 519.68 3.40 11.3833 132;00 .00 2.83 9.5056 .159 519.78 3.50. 11x6587, 132,00 .00 2.93 9.8647 .164 2' '10,2132 ,168 #57 STONE BEDDING 519.880 3.60 11.9114 Ao 3.03 - 519.98� 9�1374 3 3,10 2.00 00 1.13 10,5499 173 520.08 3,80 12.3308 132. 00 ,00 1.23 10.3727 .177 I A 1 1) 11 82? i�,) nn 1) 0 11 1poi '130 A U t L; I U N \1 I V7V LTS. - - 1=7 -034 Z 12 01'' 3 41 3 '170 7P -520, 28 1 00 5664 132 00 DE,RGR "-10 UN oul -DETENTIC N, SUBGRADE BE -COMPACTED �10 95% STD. PROCTOR DENSI-P(--' \"k -r DIA. PERFORATE -D PIPE "0. �8 -) - - a �00 12 5664 1-32 00 23,16 3.53 Il 23331 PERFORATIED PIPE Asa 5,90,48 00 12.5664 132-00 4 6 � 33 3163 11, 9834 'IL f�� 2± OPTIMUM iMOISTURE 48" D!A, PIPF 0158 14 00 - L2 � 5664 11 32 - .00 69.49 3� 73 12 � 2001 i89 nA I L I] Y LA N W D E V 1 E I A U 'GROUND-. D 'TENT10" (T,�P.) 520.68 4.0a -1-2.5664 132 . 010 92 . 6,5 3.83 1-2,3820 190 ri u x a) 520,78 4.00 12.5664 +.32.00 1-15,81 5,93 12.5173 i90 Uj 3L' z la1 A 52,E5 4 , -0 0 12.5664 132.00 ^.31.99 4,:10 1.2 .56 64 190 A U t L; I U N \1 I V7V LTS. - - 1=7 -034 Z 41 5: Asa 00 0 z a) a -Z, 0 C4 0 z LU V) > z 0 x a) t-- z 0 Uj 3L' z la1 :3 tom` M z M 0> Wa ('X LLJ LLJ -j (::) Lel < 0 V) LOA LLJ 0 > CrLL Ld 0 Cr- < Z < < LsJ Lai >: z z Z Lj M 0 0 0 0 Q� Ljj W ry < LTJ co < Z < tZi r ry CL F - :D 0 Ab X 3&A -4P. A v a a P" as It fok,-'— � .Ai rl k"g—g�.a® �w -_ v - *- mf�.'-We�gi=wn-ME Wa P! I Pd uWl Woff A W ro 9 r.-4 g '# SAW FA, V JF4'�-...efs ►R's V. PM 9f