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Home My WebLink AboutWPO201500080 Plan - Submittal (First) WPO VSMP 2015-09-17t � vk ww U. U. 1, 1: w V DWI w � CONTACT INFORMATION t3x"MiNo ! *BOUNDARY & TOPOGRAPHIC /ALTA SURVEY: "ALTAJACSM LAND TITLE SURVEY OF THE PROPERTY OF BRASS, INC" PREPARED BY KIRK HUGHES AND ASSOCIATES PROJECT NUMBER: 97 -159 DATED. MARCH 3, 1998 (REVISED JULY 8, 2003) •GEOTECHNICAL REPORT: "REPORT CBS BSURFACE EXPLORATION AND GEOTECHNICAL ANALYSIS" PREPARED BY ECS MID - ATLANTIC, LLC PROJECTNUMBER. 28 1552 DATED'. MARCH 29 2013 *ZONING APPLICATION PLAN AMENDMENT. 1 -2019. CO 1 ZONING APPLICATION PLAN AMENDMENT FOR 5TH STREET -AVON CENTER" PREPARED By BOI II FR FNGI NEERING PROJECT NUMB ER V122001 DATED'. MARCH 6. 2012 (REVISED AUGUST 31, 2012) •FLOODPLAIN SPECIAL USE PERMIT. "SPECIAL USE PERNIT - FLOODPLAIN FILL EXHIBIT" PREPARED BV'. BOHLER ENGINEERING PROJECT NUMBER V122001 DATED: SEPTEMBER21,2012 (REVISED DECEMBER 14, 2012) •CRITICAL SLOPES SPECIAL EXCEPTION. 'CRITICAL SLOPES EXHIBIT' PREPARED By BOHLER ENGINEERING PROJECTNUMBER: V122001 DATED: MARCH 5, 2012 • WATER PROTECTION ORDINANCE: "MINOR GRADING PLAN FOR STREAM ACCESS AT AVON IANDFILL" PREPARED BY'. BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED. DECEMBER 19. 2013 (REVISED APRIL 10, 2013) *WATER PROTE13TION ORDINANCE: "WATER PROTECTION ORDINANCE -PHASE I FOR 5TH STREET STATION" PREPARED BY'. SOHLER ENGINEERING PROJECT NUMBER: V122001 DATED NOVEMBER 26.2013 *ROAD IMPROVEMENT PLAN: "ROAD IMPROVEMENT PLAN FOR BENT CREEK PARKWAY" PREPARED BV'. BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: NOVEMBER25, 2013 (REVISED 10/01/14) •FINAL SITE PLAN 'IN AI. SITE PLAN FOR 5TH STREET STATION - WEGMANS" PREPARED BY RPP FR FNMNEERING DATED DECEMBER 13 2013 (REVISED 10101114) GOVERNING AGENCIES • COUNTY OF ALBEMARLE DEPARTMENT OF COMMUNITY DEVELOPMENT Ot M XTIRE ROAD CHARLOTTESVILLE, VA 2290: TP 114, FAX 21'26 1'26 UTILITIES • ALBEMARLE COUNTY SERVICE AUTHORITY 111 111TIll o VA 22911 M Ffk )R -ITH STID"_`117_'T STATION TAX MAP PARCELS 076M 1- 00- 00 -002AO 076M 1- 00- 00 -002BO 076M 1- 00- 00 -004AO 07700 -00 -00 -011 EO LOCATION OF SITE NORTH OF INTERSTATE 64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL DISTRICT N f: ALBEMARLE COUNTY, VIRGINIA T fNfl A TY/lAT AU A U PERMIT USE NO 20602153 -5 SCALE'. 1" =2000' *OWNERS : ♦APPLICANT. NEW ERA PROPERTIES, LLC RIVERBEND MANAGEMENT 14254 CEDAR CAN APARTMENT201 321 EAST MAIN STREET, SUITE 201 CLEVELAND OH 441213242 CHARLOTTESVILLE, VA 22902 (216)624 1607 (434)2454932 4A4J CONTACT. ALAN TAYLOR H AVON OLDINGS LLC EROSION AND SEDIMENT CONTROL NARRATIVE 1209 NORTH ORANGE STREET WTVINGION UE 15921 S J. COLLINS ENTERPRISES 5B SOUTHWEST BROAD STREET 7A FAIRBURN, GA 30213 7B -7C (770)924300 CONTACT. DANIEL S. TUCKER PREPARED BY BOHLER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 www.BohlerEngineering.com CONTACT: DANIEL R. HINES, P.E. SHEET INDEX SHEET TITLE SHEET NUMBER COVER SHEET 1 GENERAL NOTES 2 OVERALL EROSION AND SEDIMENT CONTROL PHASE II 3 EROSION AND SEDIMENT CONTROL PHASE II 4A4J EROSION AND SEDIMENT CONTROL PHASE III (FOR INFORMATION ONLY) 5A -5K EROSION AND SEDIMENT CONTROL NARRATIVE 6 EROSION AND SEDIMENT CONTROL DETAILS 7A E &S DETAILS AND STORM COMPUTATIONS 7B -7C PRE DEVELOPMENT BMP AREAS 6 POST DEVELOPMENT BMP AREAS 9A -D PRE DEVELOPMENT SWIM DESIGN INFORMATION 10 POST DEVELOPMENT SWIM DESIGN INFORMATION 11 UNDERGROUND SPRING SYSTEM DESIGN 12 SYSTEM A- DESIGN INFORMATION 13A -13B SYSTEM A - DETAILS 13C SYSTEM B - DESIGN INFORMATION 14A -14B SYSTEM B- DETAILS 14C SYSTEM C - DESIGN INFORMATION 15A -15B SYSTEM C - DETAILS 15C LANDFILL POND - DESIGN INFORMATION 16 CONSTRUCTION DETAILS 17A -17B WEGMANSAND BENTCREEK PARKWAYGRADING PLAN SHEETS (FOR INFORMATION ONLY) ISA -18M P4 —` Z h--1 0' w z z 5 6,a w a � s c i o a T x r o ' c " x _ vu REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY DRH COMMENTS 2 10101114 PER COUNTY DRH COMMENTS 3 10123/14 PER COUNTY DRH COMMENTS 4 12131/14 ISSUED FOR DRH CONSTRUCTION 5 2IN15 VAULT REVISION DRH 6 911712015 OVERALL PHASE II DRH SITE PLAN REVISION Iv .Z' iNaoo�2 ae4eIiRA mst NA , 8W 552aW 11(Mo 1 — 211 -n,>) (DE 1- 80a- 282asssl NOT APPROVED FOR CONSTRUCTION PROJECT No.. V122001 DRAWN BY JLP /CBC CHECKED BY DRH DATE. 12113/13 SCALE. AS NOTED CAD I.D.: SDS PROJECT 1 WPO I'LL%N - I! &S PHASE III AND SWM /BM1P DESIGN FOR STH STREET STATION LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 "' (540) 3AM321 — BohierEngineering.com jkLTH V DANIEL R. HINE Lic. No. 043176 9/17/15 FSS��NAL ECG SHEET TITLE y. - �'4 COVER S]H[]EET SHEET NUMBER. IA'' Y N ")k E Xx F I \r I - - I / II - - - a, / TREATMENT COMPUTATIONS: ilterras I Sand Filters I Pond Overall Removal Required 71.5% P4z o oz 30 RJi Area (AC. ) A- Pervious (AC. ) %•Imp Load (PPY) Load Removed (PPY) Load Remaining (PPY) %- Removal F 5� a w a 0 o r � r a _ F o > S oz E w t rat Areas REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS We mans Phase I Area to Filterras 903 1.90 79.0% DRH 3 10/23/14 74% DRH 4 16.10 1.00 93.8% 3282 2429 853 74% EA. OVERALL PHASE II 6 1 4.41 DRH 35 e mans Area to Sand Filters 'IN, S—E REQUIRE N11111—ON BY aR esm <� e„ STATE. (VA, a° 111)(10 , r° t, 77)(DE , WO -4=u, NOT APPROVED FOR CONSTRUCTION PROJECT IN V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE. 12/13/13 SCALE. 1" =120' ° PROJECT: WPO PLAN - E &S PHASE 11 AND 8.89 0.07 99.2% 1912 1243 669 65% • Exl. Detention rom antl Fitters ALBEMARLE COUNTY, VA See Note 1037 363 674 35 Fax: (540) 349 -0321 www.BohlerEngineering.com LTH OF V DANIEL R. HINES .p Lic. No. 043176 f4� 6 NAL SHEET TITLE: POST DEVELOPMENT ]BMP AREAS C7 Landfill Ar to ilt nas 1 0.31 0.05 ° 74° C rea to Landfill Pond ONLY nsite 4. 20.1 % 3.07 1.07 1 99 35% rea to andfll Pond ONLY (Offsite ° o Pond from Filterras n Series 408 62.4° Area A -Pe rvi a % -Imp Load Load Removed Load Remaining % -Remov I Total BMP Desi n 70.0% 2 14 4 24.60 •NOTE: The pollutant load use d for these Extended Detention and Pond areas is the sum of the remaining pollutant load coming from the upstream stream ureter quality facilities The removal percentage is taken from the remaining load / of • A` / / / / / / / /;' \ V'I° I\ III jl f _ -_h y, I, Iv, / I I I w P 6 I: I� \ I' I — I II; t; I , 1 i I / 1, 111 1 al -- / u I I I � .,I I' I r ,I I � r \ C1 � I I - / I t a - - I w• � II ✓ J- I „ I y I -- - I I, ^ ^ 1 ., >y \J P is Ct . t l > _ A, SYSTEM B • ANDFILTERAND ( -- < / �I — FILTERRA UNITS _. ,- • < << < < << < < .;< , � .`, \ — - %/, J` k i, i Ili 11;0, 7TP WITH EXTENDED r DETENTION PIPES ANDFILL SWM a 7 DRY POND < ::,r tit I a. r , . -. /"� , • , ., .., < < ., .. ___� - -_— _____ _- ____. - -.._ �+— ..- _�. ___ .., I " R a < i n, F I ni I ll' �!f- I: - , , - A"- / w / B2 / i r \ / /✓,?< < ',rte - -- % %s' � <. -,< " >;� k0/-\1N ��— • <,t DA1 FILTERRA UNITS / WITH EXTENDED � DETENTION PIPES I Nir% ^ o / , as 1 " _ SYSTEM A d, (SAND FILTER AND �� • ." �� / / i �� ,, � � r LEGEND FILTERRA UNITS /s ir� \ ' "� / / / "'/ _ -/ / �l OVERALL AREA TO FILTERRAS (25.68 AC) WITH EXTENDED ' =� ,\\ // .-�` /. � / / I � OVERALL AREA 70 SAND FILTERS (13.84 AC) DETENTION PIPES) OVERALL AREA TO LANDFILL POND (6.74 AC) Al 7� OVERALL AREA TO VAULTS ONLY (4.08 AC) 720• / / o� a P4z o oz 30 RJi a aV C u W m5 yarctiu 4� F 5� a w a 0 o r � r a _ F o > S oz E w t REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY COMMENTS DRH 2 10101/14 PER COUNTY COMMENTS DRH 3 10/23/14 PER COUNTY COMMENTS DRH 4 12/31/14 ISSUED FOR CONSTRUCTION DRH 5 213115 VAULT REVISION DRH OVERALL PHASE II 6 9/1712015 SITE PLAN REVISION DRH 'IN, S—E REQUIRE N11111—ON BY aR esm <� e„ STATE. (VA, a° 111)(10 , r° t, 77)(DE , WO -4=u, NOT APPROVED FOR CONSTRUCTION PROJECT IN V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE. 12/13/13 SCALE. 1" =120' CAD I.D. DES PROJECT: WPO PLAN - E &S PHASE 11 AND SWM /BNIP BESI'GN FOIZ 5TH STREET STATION LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER E N G I N E E R I N G 28 BLACKWELL PARK LANE SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 3494500 Fax: (540) 349 -0321 www.BohlerEngineering.com LTH OF V DANIEL R. HINES .p Lic. No. 043176 f4� 6 NAL SHEET TITLE: POST DEVELOPMENT ]BMP AREAS OVERALL SHEET NUMBER. 9A n �III� I I ) V r , r " -., G8 coe5r �r u f= iu d AREA AaIC . *; 36 coes ^. T AR 25 � G / a F' r i � 1 T AREA 0.25 1 t AREA 0.51 T ARIA III c - 3 coes 25 a.fis - FCr.4 T AREC AOde - 055 _ ''`�- _'fir -, _ m X", �-- 7 - -- - - - - -- - -\ ___ - - -- " _ 6 --------------- -- -_ = ' '.E TI AREA oas ; 1) - - - , �s „ ". I� __ _____ ` --- _ - -_ -- - --- _ aREAO26 r _ _ - 1 a� -------------------------- e -. _ - - -- - -- _; _ S M1 Y ` I x :' - --------------- ----------------------------- i - _ T I ' -_ ----------------- '.` AREA.o.95 -------------- y "_ _ c - - - - -- _ - \� ----------- AREA 131 ___ 4 C:0.65 \ � ``'_ - -5 - - ,1^; e - "T AREA:o.9s _ T AREA:a.ss �. / C:0.90 AREA: 0.9s L _ -- - 's+ : 4 s', .; ^r I--} - - 3e �' Z c. oso �j coso ,w i �� - '' /,. - - -- /: T aREa. 3.21 r r , r r r r r r 1 , r { i r r r ; , ' "/ .- _ - A COs , 11 -----_ - - _- '` : I SEC oeo 16 ��o.es == - l- == - --- - -= - - - =- - - i� T 1 i' , f c � AREA C 45 - - - -- --------------------------- - , - - - - --- __- - __ _ _ _ _ __ _ _ , I i .n. ^- c i< 60 30 1 0 10 ,\.- - -__ J ro _ ___________ ,0 _ ----- - ae.,Ea Ecvarr TT.DN _ _ -, 1 =60 , i � i , r r ' , , , , i FILTERRA SUM .MARY TABLE Structure D.A. (Ac.) C Value Dimensions (ft.) Inlet Opening (ft.) Type AISA 0.48 0.85 12 x 6 12 Standard FT Ai 0.71 0.85 13 x 7 13 Standard FT A7 0.42 0.85 10 x 6 8 FTIB -C ASA 0.78 0.50 10 x 6 10 Standard FT A11A 0.57 0.50 8 x 6 8 Standard FT Al2A 0.71 0.80 13 x 7 8 FTIB C A15A 0.45 0.85 10 x 6 8 FTIB -C . A15B OAS 0.85 10 x 6 8 FTIB -C A17 0.28 0.80 8 x 6 4 FTIB C A23A 0.45 0.85 10 x 6 8 FTIB -C A25A 0.68 0.85 13 x 7 8 FTIB C A26A 0.25 0.85 6 x 6 4 FTIB C A28A 0.35 0.85 8 x 6 6 FTIB C A29 0.17 0.85 8 x 4 6 FTIB C A30 0.21 0.85 8 x 4 6 FTIB -C A36 0.14 0.85 6x4 4 FTIB C A38A 0.13 0.85 6 x 4 6 Standard FT A39 0.37 0.85 8 x 6 6 FTIB -C A42A 0.25 0.85 6 x 6 6 Standard FT A42B 0.51 0.85 12x6 12 Standard FT B7A 0.31 0.85 8 x 6 6 FTIB -C 1 0.67 13 x 7 13 Standard FT Total 9.34 - - - -- SAND FILTER SUMMARY TABLE 30 5 7.5 30 LEGEND: 30' PHASE I AREA TO FILTERRAS (9.34 AC) PHASE I AREA TO SAND FILTERS (4.95 AC) PHASE I AREATO LANDFILL POND (8 ]4 AC) FUTURE PHASE II AREA TO FILTERRA OR SAND FILTERS PHASE I AREA TO VAULTS ONLY I I4 z QFQ� P., ° H 07 Mo`5 �:0 z ,yon oI� U .� Pq a 1W'i O 7 g v u C $ a d x a �a U FDar,oRa, D N D ARD DEU,wADE en) Na+.eJJS 001) (MD , B08�-35]] Oj (DE 1-82d858) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY JLP/CBC CHECKED BY DRH DATE 12H3113 SCALE. AS NOTED CAD I.D.: OB5 PROJECT: WP® PLAN - E &S PHASE II AND SWM /EMP DESIGN -FOR- 5TH STREET STATION LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER ` E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20188 Ph-: (540) 3494500 Fax: (540) 3494321 w .BohlerEngineering.com DEVELOPMENT ]BM:IP AREAS PHASE I SHEET NUMBER.�� J//�� t��'�� / ll--!/ Drainage Area (Ac.) Impervious Area (Ac.) Pre Treatment (ft.) Sand Filter Bed (ft -) Clearwell (ft -) Diameter Pipe (ft -) Total Length (ft.) Total Width (ft.) Inv. in Inv. Out Sand Filter 1 0.95 0.95 9 37 3 8 49 x 8 419.50 415.75 Sand Filter 2 0.95 0.95 9 37 ,3 8 49 x 8 419.50 415.75 Sand Filter 3 0.95 0.95 9 37 3 8 49 x 8 418.50 416.50 Sand Filter 1.21 1.14 11 44 3 8 58 x 8 421.00 418.50 Sand Filter 5 0.89 0.86 9 33 3 8 45 x 8 418.50 417.50 Total 4.95 4.85 30 5 7.5 30 LEGEND: 30' PHASE I AREA TO FILTERRAS (9.34 AC) PHASE I AREA TO SAND FILTERS (4.95 AC) PHASE I AREATO LANDFILL POND (8 ]4 AC) FUTURE PHASE II AREA TO FILTERRA OR SAND FILTERS PHASE I AREA TO VAULTS ONLY I I4 z QFQ� P., ° H 07 Mo`5 �:0 z ,yon oI� U .� Pq a 1W'i O 7 g v u C $ a d x a �a U FDar,oRa, D N D ARD DEU,wADE en) Na+.eJJS 001) (MD , B08�-35]] Oj (DE 1-82d858) NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY JLP/CBC CHECKED BY DRH DATE 12H3113 SCALE. AS NOTED CAD I.D.: OB5 PROJECT: WP® PLAN - E &S PHASE II AND SWM /EMP DESIGN -FOR- 5TH STREET STATION LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER ` E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20188 Ph-: (540) 3494500 Fax: (540) 3494321 w .BohlerEngineering.com DEVELOPMENT ]BM:IP AREAS PHASE I SHEET NUMBER.�� J//�� t��'�� / ll--!/ r_ I- N \ ` -------------------- I tit y. a 1 ,fv , ,� ✓; ,' ,;��'� i; � ,/ i ,; �' /! '"""t.,;� r'r:, `� , s r I ARIAOZ4 �\ „� O \ \ s t \ I� FILTERRA SUMMARY TABLE x ' \ I' / r `!•- � ry v ovw v o v v T � c.os14 a : \ \•. \ @ ` SF AREn c ns I s90 �. 'av o wyv �P - a v. „ ' ' J • , T AREA 0.25 /, ,/- �i :.9 ]c vvv I --- F \ , \., �• `` \``. v i c vvv / ]vvvvv \`�� •9 `y• I 1_. �.i. ,J 'i vv v 'v v I F , AREA. 0.iA •�_ (1 c� , , T AREA:0.42 ° - , tYl• , _.. - .., `` `.?y � d , .. "- .vvv _ \ v.. \ \ '`, `, 4 v z -f... v v v. �.:z?s4• .. ,�t✓., . ' \ � �� .,. \\\ , i a: ^� f ,o cz , , -. U ..� G r7 f,.: c � .. ,,.. \ .,. , , ,a,, .. T AREA 070 1 ., T AREA:oaz I. - c ago `,\ , ` \\ 1 tt v - l \ T AReA.o.1z a v ov 't J I ¢ces f vv -5 / '1 SF utEa o i - - I I� v ----------- 2 e 1 v v vv z J \ AREA '.0.I4 1, T \ -J h T L- v ` A5 , Y _:'__ _: p #J a vvvvG\ ` I AREA:c.z/ i _,�" ._.,:7: 1. "2 -__ ,r : ..v'> I - - V J � v ti I. f r _- 71 ARFA.B :s d" as r I` .r .. .,, .,•r Y ,,, r ,! t 4 I ... , rr l I 1 v V G � L , mr ARCA.0 c. a.es ' toes v, 2 : ,. AREA:0.80 1� ^kti - +`? G V v r SF �J \ \ v R 4 \" e T AREA 8 ( C05 1 1 I, i 4 -31 O , T11 \ Y v ov v v v v - T AREA 3z J I C.085 4 i : 7 b v v -16 AREA 0 39 � - -- �._ T \ -_ -' _ �J '` `,`"` -' '_-# -�- =G' =`-- -j a s,y � - - � '.. ?i ';vvvv •] r a T , 1 ',',� t s 8 I 1. Structure D.A. (Ac.) C Value Dimensions (ft.) Inlet Opening ft. Type Invert Out A42 0.56 0.85 12 x 6 8 I FT B - C 415.30 A-47 0.23 0.85 8 x 4 4 - FTIB C 417.30 D -9 074 0.85 13 x 7 12 _ FTIB -C 414.74 D -10A 0.70 085 13x7 _ 12 _ Standard FT _ 412.60 O -10B 0.71 685 13 x 7 12 Standard FT 412.60 D 11A 0.38 0.85 8 x 6 4 Standard FT 415.10 D -13A 0.74 0.85 13 x 7 12 Standard FT 418.05 D-14 0.26 0.85 8 x 4 _ 4 FTIB -C 417.25 D15 0.47 0.85 12 x 6 8 FTIB -C 415.32 D -18 0.55 0.85 12 x 6 8 FTIB -C 415.05 D -19 0.16 0.85 6x4 4 FTIB -C 415.68 D -21 0.27 0.85 6 x 6 4 FTIB -C 417.17 D -22 0.46 0.85 _ 10 x 6 8 FTIB C 415.71 D -23A 0.55 0.85 12 x 6 8 _ Standard FT 419.35 D -24A 0.41 0.85 10 x 6 8 Standard FT 414.85 D -24B 0.41 0.85 10 x 6 _ 8 Standard FT '_ 414.85 D -28A 0.30 0.85 8 x 6 4 FTIB -C 413.43 D -29A 0.34 0.85 8 x 6 4 F M- T C 414.43 D -30B 0.67 0.85 13 x 7 _ 12 FTIB C 416.80 D -33 0.25 0.85 8 x 4 8 FTIB -C 413.85 D -36 0.55 0.85 _12 x 6 8 FTIB -C 417.45 1-13 0.74 0.85 13 x 7 12 FTIB -C 405.39 1 -14 0.08 0.85 6 x 4 4 FTIB -C _ 408.00 I -5A 0.12 0.85 6 x 4 4 FTIB -C _ 410.25 1 -16A 0.32 0.85 8 x 6 4 _ Standard FT 409.40 1 -16B 0.32 0.85 8 x 6 4 Standard FT 409.40 1 -20 0.26 0.85 6 x 6 4 FTIB -C 411.50 1 -22 0.74 0.85 13 x 7 12 FTIB -C 407.72 I -24 0.45 0.85 10x6 _ 8 FTIB -C _ 411.00 1 -29 0.39 0.85 10 x 6 8 _ FTIB -C 410.62 1-31 0.74 0.85 13 x7 12 FTIB -C 410.70 1-41 0.25 0.85 8 x 4 4 FTIB -C 410.80 1-42 0.72 0.85 13 x 7 12 FTIB -C 409.20 I-46 0.42 0.85 10 x 6 8 _ FTIB -C 407.41 1-49 0.39 0.85 10 x 6 8 FTIB -C 411.60 1 -50 0.18 0.85 6 x 4 _ 4 FTIB -C 411.00 1 -51 0.27 0.85 6x6 4 _ FTIB -C 407.5.0 Total 1 16.10 1 1 _ 1 - 1 - 4,{f`x1 (- `` % 'I I I 313 AREn:p �'? ��- � .. I I I c:c s ,"( � ( - �.: - � ' M, _• J I : I I 1 � I \ zcT,o ' r' ` ✓_" -•'as '�v ,z . \ ax s E, _ \y, v v v,. v \ I \ I I I v v v` �e r,'.� t,raK 4. `«' $F naeA 1 os I ,; __ __ I }� •< �':� V O v Tr =.r .�b •,-r' =z'c`J f`xr";5: -: ",r � '_ .,..:0 �� AREk 028 '-` *' s� ✓..r` ,1 A ^ -�{{ T AREn. a.ss 'zp;'«' , ,. :J, -'- 'v c:0.85 T AREA assI v st cn� v v v v v - ,: rr A`: ,•r '� h v v v v p + `, . (I� d ?; , '_•-' v vv . � \.'I O�Tl REn OZS J j - _ _._ • - `- � " v " ; . - ` C 0 A5 \ ` ..O O O V v vvvvbvdvovvov��' ov \ \ .� �.• _ c txv --._ •�L�'. ,_._. , x N � ..:� ,..,fi=r % � � �_ " _ \ - _ � .r �5 � � � � ` , \;`•. d`]:1�\l /JL� wJLA ,� -�1 JL Jl1_t_A 1 i' JLd „ •,•:: -- -"- f - v`.r,.; n../ 9 P �.. T.. nREn010 vv d 7 v Y.'f,D7V VVV vvv v CO., F ""Vvv°V 7 V11, .� V d v v AREA:0.18 O v v- .� ... (( Coss �°,° a°o u° _ / . b_ . a o r < �_. � 60 30. -w� V= 60• BAND IFTT71R.T2 STTIVMAT2V TATTT.F LEGEND: PHASE II AREA TO FILTERRAS (18.10 AC) PHASE II AREA TO SAND FILTERS (5.89 AC) AREA TO VAULTS ONLY (4.08 AC) P4z 44- ►� W �W z O'� PPz li7 Mi >ooa m��SLL� pY= o V aN > UC U 0 a F u - a w a o UW r I w5 Au Nv 1) rya taao5 z zo M , -eco- rrl loe �- o sssr NOT APPROVED FOR CONSTRUCTION PROJECT No.: V12 DRAWN BY JLP /CBC CBC CHECKED BY DRH DATE: 12113/13 SCALE: AS NOTED CAD I.D.: DB5 PROJECT S P IASE 11 AND SWAT /13MP DESIGN FOR 5TH STREET STATION LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL I ALBEMARLE COUNTY, VAJ l ENGINEERING :8 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 .BohlerEngineering.com DANIEL R. HINES Lic. No. 043176 n. 9/17/15 r SHEET TITLE: POST DEVELOPMENT i3M P AREAS PRASE III SHEET NUMBER: 9C Drainage Area (Ac.) Impervious Area (Ac.) - Pre Treatment (ft.) Sand Filter Bed (ft.) Clearwell (ft.) Diameter Pipe (ft.) Total Length (ft) Total Width ft) Inv. In Inv. Out Sand Filter 6 1.18 1.18 12 48 3 8 63 x 8 409.00 404.20 Sand Filter? 1.16 1.16 11 45 3 8 59 x 8 406.75 400.00 Sand Filter 8 0.84 0.84 _ 10 _ 35 3 8 48 x 8 410.00 406.00 Sand Filter 9 1.21 1.21 10 40 3 8 53 x 8 413.90 409.30 Sand Filter 10 1.24 1.24 12 - 48 3 8 63 x 8 415.90 409.30 Sand Filter 11 _ 114 1.14 - -- 11 44 -- 3 - -- 8 _ -- 58 -_ -- x _ 8 418.15 411.40 _ -_- Sand Filter 12 1.07 1.07 10 42 3 8 55 x 8 407.55 400.80 Sand Filter 13 1.05 1.05 10 40 _ _ 3 8 53 x 8 403.70 400.90 ....Total` 8.89. ..8.89.. ..... ..._.. _.. - LEGEND: PHASE II AREA TO FILTERRAS (18.10 AC) PHASE II AREA TO SAND FILTERS (5.89 AC) AREA TO VAULTS ONLY (4.08 AC) P4z 44- ►� W �W z O'� PPz li7 Mi >ooa m��SLL� pY= o V aN > UC U 0 a F u - a w a o UW r I w5 Au Nv 1) rya taao5 z zo M , -eco- rrl loe �- o sssr NOT APPROVED FOR CONSTRUCTION PROJECT No.: V12 DRAWN BY JLP /CBC CBC CHECKED BY DRH DATE: 12113/13 SCALE: AS NOTED CAD I.D.: DB5 PROJECT S P IASE 11 AND SWAT /13MP DESIGN FOR 5TH STREET STATION LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL I ALBEMARLE COUNTY, VAJ l ENGINEERING :8 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 .BohlerEngineering.com DANIEL R. HINES Lic. No. 043176 n. 9/17/15 r SHEET TITLE: POST DEVELOPMENT i3M P AREAS PRASE III SHEET NUMBER: 9C I� rq��IEA AREA : 0.39 T C0.8s I:: 4 -29 AREA oeo'6t C 085 wAREA0.32 \� I T.:, '+v p T V p A' 7 F,� �V,Y `�'� p , F i� SF AREA:, as,/ toe I" r:ty :.'7v, -.a y O `� . Y'�_`_ � AREA: U.28 p T,^ ,`; ,t:, - 0:065 `)'\ "''" •` , ,'�' +.. ,,t 7s+'•I; :�? �, s T AREA :ass -2 vas n� ...v v v v � 1 �\ '.� \ c. oss , v v b \•Y`. r.. v v v v . `�``' I \ �,�1 `', , \' �� ,Ii � I Y :I 3}:' � •O� V V 4 .xs„ v ) V p p \O v �v , `,,,,, I',, �;, \ \ / ```\1 \1'` ``,1�\1', ```1` `, �AREA'.026'? -- 4 4O¢V O p p p`p p `p �,.- }�1 r1.1 d l C'.0 V --z \ p 0 p I \ ',��. - ��`..'ll�,- .`"✓"'1r -��V 73:J 4 `✓ V ST.V O 4 V V V a p ti 4 P 1�'. ', \',��,,','� \ `, `',1 �',`, T AN.EA 016 V P 1 4 p 4`p V O V 4`V _4.7 085 L _'� C'TV� v , ,. ,,. <..,r .,, : _ . ✓�,- _ ',`r -/ _.:: =x- --` , . ,A �. �( "� :' F`�- „v GVv '� � v� vw .\ T:AREAOAO 4T^ \v v�v v°v e ° , ,MA��°C�-IL1NE SHEET ET 9 -vpvv/ ppir. ,' f F 10 \�•, vG \vNv°� c v v'v v c T AREA. o.ts '4 v `I �J_�_. -, v b v v cuss v v I= - _ A v `? v ♦1; A.; `,A �,1`, v d v v 00 ,� \,•��\`�`, , T r'T.r a v v O 4 O p v F > rX, . AREAO.ss � �S 4d s' "r:„ vvvvv �e , P. `a �' I' ��. `e ds�v £ i s \,. #. 3 < '[ ,- ,s Xn ,.. .r.:_r ... +.. , ARE '02 .>< x \ \ " r. ,s , .' I , •fir` r, \g ... AREA O11 ` ,. r'.. ,.,•..a r,F t';., .:,r. •,- :vx:`: r ' T aREA o.]4 .., :. 2 ! :. :f 's= ✓'.?€, -,- aREAO.4t . r. :• 13 t,�, '.. : <r .. 7 I _ „A 2> , � fit.. � , , .._ _., , ... t .N r .. ,.. ,, 1. p %F , a: � :: ,,. . {, :.; , . • ... __� wit ,,,,� -"`� - -> a,�v ,_�- _ .R ,.r \` , , 't#,'.. E \\ t, { I I eras t. I d\c 4 r� \ 1 , r , t !f I � J Ii is \ v, v !� s AREA:0.41 z 1 T > I r c I \ ; 24 \ }� vvvvu` 1/ 1 SF AREA • /'��','` I � vv vv' J I v v �✓ I v v ( SF e I,x >" c. c.so cost � 10 I • -'i XX I '] ,1 11 \ vv v / of i I vv vv ,I AREA O � � F T } ' > v vv v - , .za �p p )r ,1• � >. od vv�a .. s \ 1 l 9 , r �. S 2h` , i' •- _ � = T AREA 030 \ /'A v -`4 V toes `�. �. /,`, ;: � ,, ,, ,� � •. ri Ian- �.., AREA 934 , � „ \ � ,.� f� d ¢; T AREAOO.BS �r , >;' t: }. r �� :;`.: •. ' r: - -- v"" -- -', ✓ -,y-. - _ _. t � ---- --- -= '- ---_� -- -' _' -,'.sue , , ..r '.. - - .- �,^°- ,<�,t�. ' -S� '-- ..L__•____ rte/- (�,` -_� • ,: , ,':%s,' ,.., c:.,. �'.: ,: JY; �, � -\ �..,_ ate.,. -„ `. .1 -. „1 , t�S _ -__ -- - - -- , $`s�„• *;• a< .r1 -~•:� ;� ::•r . ,.:., :..r =:,F - -. : , � �� ,-.�, '..,._ '_ __ __ -'may _ - �/� ,, _�.._ r.,-: ` _ __,=l - , `y \ j v -_ n FTT- TF.TRTRA';I7 MA7RY TATRT.F Structure D.A. (Ac.) C Value Dimensions (ft.) Inlet Opening IN Type Invert Out A42 0.56 0.85 12 x 6 8 FTIB -C _ 415.30 A47 023 085 8 x 4 4 FTIB -C 417.30 D -9 074 0.85 13x7 12 FTIB -C 414.74 D -10A 0.70 0.85 13 x 7 12 _ Standard FT 412.60 D -10B 0.71 0.85 13 x 7 12 Standard FT 412.60 D -11A 038 085 8x6 4 Standard FT 41510 D -13A 0.74 0.85 13 x 7 12 Standard FT 418 O5 D -14 0.26 0.85 8 x 4 4 FTIB -C 417.25 D-15 0.47 0.85 12x6 8 _ FTIB -C _41532 _ D -18 0.55 085 12x6 8 _ FTIBC 415.05 D -19 0.16 _ 0.85 6 x 4 4 FTIB -C 415.68 D -21 0.27 0.85 6 x 6 _ 4 FTIB -C 417.17 D -22 0.46 0.85 10 x 6 8 FTIB -C 415.71 D -23A 0.55 0.85 12 x6 8 Standard FT 419.35 D 24 0.41 0.85 10 x 6 8 Standard FT 414.85 D -24B 041 085 10x6 8 Standard FT 414.85 D -28A 0.30 0.85 8 x 6 4 FTI B C 413:43 D -29A 0.34 0.85 8 x 6 4 _ FTI B -C ... 414.43 D -30B 0.67 0.85 13 x 7 12 FTIB -C 416.80 D -33 0.25 0.85 8 x 4 8 FTI B -C 413.85 D -36 0.55 0.85 12x6 8 FTIB -C _ 417.45 _ 1 -13 0.74 0.85 13 x 7 12 - FTIB -C 405.39 _ 1 -14 _ 0.08 6.85 6 x 4 4 FTIB -C 408.00 1 -5A 0.12 0.65 6 x 4 4 FTI B C 410.2 5 1 -16A 0.32 0.85 8 x 6 4 Standard FT _ 409.40 1 -16B 0.32 0.85 8 x 6 4 Standard FT _ 409.40 1 -20 0.26 0.85 6 x 6 4 FTIB -C _ 411.50 -_ 1 -22 0.74 0.85 13 x 7 12 FTIB C _ 407.72 1 -24 0.45 _ 0.85 10 x 6 8 FTIB -C _ 411.00 1 -29 0.39 0.85 10 XIS 8 _ FTI B -C _ 410.82 131 0.74 0.85 13 x 7 12 _ _ FTI B C 410.70 141 0.25 0.85 8 x 4 4 FTIB -C _ 410.80 142 0.72 0.85 13 x 7 12 FTIB -C 409.20 146 0.42 0.85 10 x 6 8 _ _. FTIB -C 407.41 _ 149 039 0.85 10x6 8 FTIB -C _ 411.60 1 -50 018 0.85 6x4 4 FTIBC 411.00 1 -51 0.27 0.85 6 x 6 4 FTIB -C _ 407.50 Total 16.10 y 60 30 15 0 60 r= 60' SANT) FTT.'I F. R SUMMARY TART.F. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13113 SCALE. AS NOTED CAD I.D.: DB 5 PROJECT: WPO PLAN - E&S PHASE II AND SWM /]BMP DESIGN FOR 5TH STREET STATION LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 3494500 Fax: (540) 349 -0321 I- BohlerEngineering. com Drainage Area (Ac.) Impervious Area (Ac.) Pre Treatment (ft.) Sand Filter Bed (ft.) Clearwell (ft.) Diameter Pipe (ft.) Total Length (ft.) �!�/ �0 9/17/15 Total Width (ft.) Inv. In Inv. Out Sand Filter 6 1.18 1.18 12 48 3 8 63 x 8 409.00 404.20 Sand Filter 1.16 1.16 11 45 3 8 59 x 8 406.75 400.00 _ Sand Filter 8 0.84 0.84 10 35 3 8 48 x 8 410.00 406.00 Sand Filter 9 1.21 1.21 10 40 3 8 53 x 8 413.90 409.30 Sand Filter 10 _ 1.24 1.24 12 48 3 8 _ 63 x _ 8 415.90 _ 409.30 Sand Filter 11 1.14 1.14 11 44 3 8 58 x 8 418.15 411.40 Sand Filter 12 1.07 1.07 10 42 3 8 _ 55 x 8 407.55 400.80 Sand Filter 13 1.05 1.05 10 40 3 8 53 x 8 403.70 400.90 _. Total _.. 8.89.- .8.89 NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13113 SCALE. AS NOTED CAD I.D.: DB 5 PROJECT: WPO PLAN - E&S PHASE II AND SWM /]BMP DESIGN FOR 5TH STREET STATION LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 3494500 Fax: (540) 349 -0321 I- BohlerEngineering. com ,1 z =�oa 1r -i .p Lic. No. 043176 �!�/ �0 9/17/15 x o � a O• W 10 NALG �y °� z DEVELOPMENT PRESTO FILTERRAS (16.10 AC) � ®z z FV ga PHASE II a F I AREA TO SAND FILTERS (889 AC) TAr PHASE AREA TO VAULTS ONLY (4.08 AC) c 9D U P, o i REVISIONS REV DATE COMMENT BY 1 5/15/14 PER COUNTY DRH COMMENTS 2 10101/14 PER COUNTY DRH COMMENTS 3 10/23/14 PER COUNTY DRH COMMENTS 4 12/31/14 ISSUED FOR DRH CONSTRUCTION 5 213115 VAULT REVISION DRH 6 9/17/2015 OVERALL PHASE II DRH SITE PLAN REVISION THE OI.LOW G STATES REQUIRE NOTFCANON BY Fxcavaoas DES GNERS OR 11 EAIT sTURBN V RG N A -EY AF rya iaoossz rood(NO laoaa5= 5e,. >m11DE 1 eoo:ez esssl NOT APPROVED FOR CONSTRUCTION PROJECT No.: V122001 DRAWN BY: JLP /CBC CHECKED BY: DRH DATE: 12/13113 SCALE. AS NOTED CAD I.D.: DB 5 PROJECT: WPO PLAN - E&S PHASE II AND SWM /]BMP DESIGN FOR 5TH STREET STATION LOCATION OF SITE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 3494500 Fax: (540) 349 -0321 I- BohlerEngineering. com DANIEL R. HINES a .p Lic. No. 043176 �!�/ �0 9/17/15 `w 10 NALG SHEET TITLE: POST LEGEND: DEVELOPMENT PRESTO FILTERRAS (16.10 AC) PHASE II BMPAR S �JIll AREA TO SAND FILTERS (889 AC) TAr PHASE AREA TO VAULTS ONLY (4.08 AC) SHEET NUMBER: 9D