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Home My WebLink AboutWPO201500029 Plan - E&S 2015-05-21V: m: NO I Mm, Emm, I � ul MAE 1 VN� � E M a EVA 1: 2 - W W NO 113 IN MA 1, 2 I=]AW,JJ. 91 � "wsqNsi WMAIR 9 CONTACT INFORMATION REFERENCES +BOUNDARY & TOPOGRAPHIC /ALTA SURVEY: ALTA /ACSM 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) +GEOTECI-(NIC'AL REPORT: REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL ANALYSIS." PREPARED BY ECS MID - ATLANTIC, LLC PROJECT NUMBER: 28 .1552 DATED: MARCH 29. 20 ,3 *ZONING APPLICATION PLAN AMENDMENT: "ZMA #2009 -001 ZONING APPLICATION PLAN AMENDMENT FOR 5TH STREET -AVON CENTER" PREPARED BY BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: MARCH 5, 2012 (REVISED,AUGUST 31, 2012) +FLOODPLAIN SPECIAL USE PERMIT: "SPECIAL USE PERMIT - FLOODPLAIN FILL EXHIBIT" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED: SEPTEMBER 21, 2012 (REVISED DECEMBER 14, 2012) +CRITICAL SLOPES SPECIAL EXCEPTION: CRITICAL SLOPES EXHIBIT" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER. V122001 DATED MARCH 5 2012 *WATER PROTECTION ORDINANCE: MINOR GRADING PLAN FOR STREAM ACCESS AT AVON LANDFILL" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED. DECEMBER 19, 2013 (REVISED APRIL 10, 2013) *WATER PROTECTION ORDINANCE: WATER PROTECTION ORDINANCE PHASE FOR 5TH STREET STATION" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER V122001 DATED: NOVEMBER 26, 2013 +ROAD IMPROVEMENT PLAN: ROAD IMPROVEMENT PLAN FOR BENT CREEK PARKWAY" PREPARED BY BOHLER ENGINEERING PROJECT NUMBER. V122001 DATED: NOVEMBER 26, 2013 (REVISED 10/01/14) *FINAL SITE PLAN: FINAL SITE PLAN FOR 5TH STREET STATION - WEGMANS" PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V122001 DATED. DECEMBER 13, 2013 (REVISED 10101/'14) GOVERNING AGENCIES + COUNTY OF ALBEMARLE DEPARTMENT OF COMMUNITY DEVELOPMENT 401 McIN LIRE ROAD CHARLOTTESVILLE. VA 22902 TEL (434) 296 -5832 FAX: (434) 97214126 UTILITIES + ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 TEL. (434) 97714511 GEtJERAL NOTE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORK SCOPE PRIOR -O THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITS THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD !N WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CON STI TUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN �® FULL CONFORPflAN L WITH L fAL REGULATIONS APJD ODES. 076M 1 +APPLICANT: AVON HOLDINGS, LLC #76Ml-00-00-002B0 513 SOUTHWEST BROAD STREET WILMINGTON, DE 19801 #76M 1 - 5TH ST STATION VENTURES, LLC CONTACT: DANIEL S TUCKER 07700-00-00-011 FAIRBURN, GA 30213 t � mAik WL mmumigmi 904�00_Ml LOCATION MAII COPYRIGHT ADC THE MAP PEOPLE PERMIT USE NO. 20602153 -5 SCALE V =2000' +OWNERS: +APPLICANT: AVON HOLDINGS, LLC 57H ST STATION VENTURES, LLC 1209 NORTH ORANGE STREET 513 SOUTHWEST BROAD STREET WILMINGTON, DE 19801 FAIRBURN, GA 30213 (770)692 -8300 5TH ST STATION VENTURES, LLC CONTACT: DANIEL S TUCKER 5B SOUTHWEST BROAD STREET FAIRBURN, GA 30213 (770)692 -8300 COMMENTS CONTACT DANIELS. TUCKER 2 PREPARED BY :9 lywwro by �4it :'"�:If3 9 t i I'a=, IaOLI� °)'' Coo ;i?:�;nitw »~)S;V','IJi� IIICt'la Dcpadwri61n' File THE FOLLOWING STATES REQUIRE NOTIFICATION BY .EXCAVATORS. DESIGNERS. OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND. AND DELAWARE 81'1) (WV 1 -800- 245- 4848) (PA 1- 800 - 242 -1776) �(VA 1 -800- 552 -7001) (MD 1 -800- 257 -7777) (DE 1- 800 -282 -8555) PROJECT: PITASE 11 AND S WM/BMP DESIGN 1I'IL,LD MOIL IZ'I'C A I ON SIT I' OR 5-11-1 STREET STATION NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA dt E N BOHLE."R G I N E E R I N 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540)349 -0321 www.BohlerEngineering.com �Tn Lio. No. 043'176 5/13/15 , NAB b SHEET TITLE: SHEET NUMBER: REVISIONS NS REV; DATE I COMMENT BY PER COUNTY 5/15/14 ; DRH COMMENTS 2 1 10101114 I ___ PER COUNTY __. DIRK COMMENTS 3 _ 10/23/14 .... �.._ _.._.. PER COUNTY DRH COMMENTS A_.....'--_. ..__..._... _._.. ISSUED FR 4 12/31/14 j DRH CONSTRUCTION 5 02/03/15 !y VAULT REVISION DRH 6 4/29/15 ; FIELD MODIFICATION DRH 7 5/13/1 ti I FIELD MODIFICATION II I DRH , THE FOLLOWING STATES REQUIRE NOTIFICATION BY .EXCAVATORS. DESIGNERS. OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (IN VIRGINIA, MARYLAND. AND DELAWARE 81'1) (WV 1 -800- 245- 4848) (PA 1- 800 - 242 -1776) �(VA 1 -800- 552 -7001) (MD 1 -800- 257 -7777) (DE 1- 800 -282 -8555) PROJECT: PITASE 11 AND S WM/BMP DESIGN 1I'IL,LD MOIL IZ'I'C A I ON SIT I' OR 5-11-1 STREET STATION NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA dt E N BOHLE."R G I N E E R I N 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540)349 -0321 www.BohlerEngineering.com �Tn Lio. No. 043'176 5/13/15 , NAB b SHEET TITLE: SHEET NUMBER: OVERALL NOTE.: F�8�LD MODIFICATION NOTE S, 1. CONTRACTOR n}UTILIZE TWIN 60"CMP CULVERTS, SPACED ZApARr WITH 4'0F COVER, AS TEMPORARY STREAM CROSSING. TEMPORARY STREAM CROSSING |S NEEDED |N ORDER T0 TRANSPORT FILL ACROSS THE STREAM TO THE AVON LANDFILL AND PLACE AS PART OF THE APPROVED VVpo LANDFILL CAPPING PLAN, PRIOR ro ARCH CULVERT AND RETAINING WALL CONSTRUCTION. z TEMPORARY STREAM CROSSING WAS DISCUSSED ONSITE ON 5/8/15, AND HAS BEEN APPROVED BY oeo AND CORPS o+ENGINEERS. 3 TEMPORARY STREAM CROSSING INTENDED Toos USED UNTIL ARCH CULVERT CONSTRUCTION HAS BEEN COMPLETED, CONSTRUCTION ON ADJACENT RETAINING WALLS HAVE STARTED, AND FILL HAS BEEN PLACED OVER ARCH CULVERT |w ORDER rO CREATE TRAVERSABLE PATH. THIS ACTIVITY Is EXPECTED TU TAKE 4n DAYS 0xLESS, 4 SINCE THE TEMPORARY CROSSING WILL BE IN PLACE FOR A PERIOD LONGER THAN 14 DAYS, THE 10 YEAR STORM WAS ANALYZED PER THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, AND THE PIPES WERE DEEMED ADEQUATE. THE CULVERT CALCULATION HAS BEEN INCLUDED owTHIS SHEET. o. ONCE TEMPORARY STREAM CROSSING IS NO LONGER NEEDED, CON I RACTOR SHALL REMOVE FILL AND CMP PIPES FROM STREAM, AND MITIGATE CROSSING AREA BACK TO EXISTING CONDITIONS, OR BETTER, |FNECESSARY. 40 20 110 0 40 �.~40' PHASE IWP[)CONTROLS SHALL REMAIN �IN PLACE DURING PHASE 11 UNLESS DIRECTED /\Kj[l ALLOWED BY THE COUNTY INSPECTOR. 2. SEE SHEET 3 FOR EROSION AND SEDIMENT CONTROL LEGEND. 3. SEE SEDIMENT TRAP AND BASIN DESIGN DETAILS AND COMPUTATIONS ON SHEET 6 AND 7A. 4. DISTURBANCE OUTSIDE THE LIMITS OF DISTURBANCE MAY REQUIRE ADDITIONAL MITIGATION AND BE COMMENTS REESTABLISHED WITH VEGETATION. PLEASE REFER TO THE BUFFER MITIGATION PLAN FOR FIFTH PER COUNTY STREET STATION FOR SPECIFIC REQUIREMENTS AND DETAILS. 5 AS EXCAVATION OCCURS AROUND THIS AREA, CONTRACTOR SHALL MAINTAIN A2'HIGH 3 BERM/DIVERSION DIKE ALONG THE TOP OF SLOPE TO KEEP RUNOFF FROM DRAINING TOWARD THE PER COUNTY DRH STREAM THE VEGETATION AND DEBRIS ON THE SLOPE SHALL BE REIMOVED AS EXCAVATION STEPS COMMENTS DOWN |N THIS AREA. 6. AG THE WALL CONSTRUCTION ALONG THE ROADWAY PROGRESSES AND FILL MATERIAL |8BROUGHT IN, VARIABLE SEDIMENT COLLECTION AREAS #2 AND #3 WILL RAISE VERTICALLY UNTIL THEY ARE JOINED WITH SEDIMENT BASIN #1 THE CONTRACTOR SHALL WORK Wl|TH THE ALBEMARLECOUNTY CONSI SITE INSPECTOR TO MANAGE AND FILTER THE RUNOFF COLLECTED IN THESE AREAS. OPTIONS TO HANDLE THAT RUNOFF INCLUDE (BUT ARE NOT LIMITED TO)� CONSTRUCTING A SEDIMENT TRAP THAT DUTFALLSTD8TRUCTUREH'5.PUMP|NGTOSED|K8ENTBAS|NS#1[)R#2.URpUMP|NGTOSEO|MENT BAGS IT SHOULD BE NOTED THAT THESE SEDIMENT COLLECTION AREAS WILL CONTINUE TO RAISE AS THE VVALL|S CONSTRUCTED AND THE AREA BEHIND THE VVALL|S ELEVATED. THE DUTFALLOFTHE GENERAL IT IS THE RESPONSIBILITY OF I HE CONTRACTOR TO REVIEN ��' 1 5/13/15 FIELD MODIFICATION 11 DRH SELECTED EROSION CONTROL MEASURE TO H-5 MAY BE A PIPE, CLEAN WATER CONVEYANCE WORK S:o,E PRIOR TvF*E/w/T/^.mwo' CONSTRUCTION ^"v""' THE CONTRACTOR FIND °""'"^`,'" THE ""^"','E"^^"LAT'`^` CH/\NNEL'{)RSO��E0THERK8EASUREASAPPROVEDBYTHEC(}UNTYE�S|NSPECT0R �Es,ccmo^vowmp^,po�o'E CODES nmmE SON rmCmxSxExPON ="., ..°"." THE PROJECT ENGINEER �"°""""` WRITING PRIOR ro THE START nrCONSTRUCTION FAILURE BY THE CONTRACTOR mwor/FY THE PROJECT 7. TEMPORARY 30" FIDPE PIPE TO BE INSTALLED ON GRADE AND READJUSTED ACCORDINGLY AS FILL ACCEPTANCE or FULL nsSPowummTY By TILE CONTRACTOR ru COMPLETE: THE SCOPE orTHE WORK ^o DEFINED m THE mmVVIwou^wnw nx/ CONFORMANCE WIT ILE LOCAL REGULATIONS AND CODES - _ _____j AROUND RETAINING WALL IS ADJUSTED. OVERALL NOTE.: F�8�LD MODIFICATION NOTE S, 1. CONTRACTOR n}UTILIZE TWIN 60"CMP CULVERTS, SPACED ZApARr WITH 4'0F COVER, AS TEMPORARY STREAM CROSSING. TEMPORARY STREAM CROSSING |S NEEDED |N ORDER T0 TRANSPORT FILL ACROSS THE STREAM TO THE AVON LANDFILL AND PLACE AS PART OF THE APPROVED VVpo LANDFILL CAPPING PLAN, PRIOR ro ARCH CULVERT AND RETAINING WALL CONSTRUCTION. z TEMPORARY STREAM CROSSING WAS DISCUSSED ONSITE ON 5/8/15, AND HAS BEEN APPROVED BY oeo AND CORPS o+ENGINEERS. 3 TEMPORARY STREAM CROSSING INTENDED Toos USED UNTIL ARCH CULVERT CONSTRUCTION HAS BEEN COMPLETED, CONSTRUCTION ON ADJACENT RETAINING WALLS HAVE STARTED, AND FILL HAS BEEN PLACED OVER ARCH CULVERT |w ORDER rO CREATE TRAVERSABLE PATH. THIS ACTIVITY Is EXPECTED TU TAKE 4n DAYS 0xLESS, 4 SINCE THE TEMPORARY CROSSING WILL BE IN PLACE FOR A PERIOD LONGER THAN 14 DAYS, THE 10 YEAR STORM WAS ANALYZED PER THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, AND THE PIPES WERE DEEMED ADEQUATE. THE CULVERT CALCULATION HAS BEEN INCLUDED owTHIS SHEET. o. ONCE TEMPORARY STREAM CROSSING IS NO LONGER NEEDED, CON I RACTOR SHALL REMOVE FILL AND CMP PIPES FROM STREAM, AND MITIGATE CROSSING AREA BACK TO EXISTING CONDITIONS, OR BETTER, |FNECESSARY. 40 20 110 0 40 �.~40' PHASE IWP[)CONTROLS SHALL REMAIN �IN PLACE DURING PHASE 11 UNLESS DIRECTED /\Kj[l ALLOWED BY THE COUNTY INSPECTOR. REV DATE 1 COMMENT BY PER COUNTY COMMENTS PER COUNTY COMMENTS 3 10/23/14 PER COUNTY DRH COMMENTS ISSUED FOR CONSI 7 1 5/13/15 FIELD MODIFICATION 11 DRH 0 CL REV DATE 1 COMMENT BY PER COUNTY COMMENTS PER COUNTY COMMENTS 3 10/23/14 PER COUNTY DRH COMMENTS ISSUED FOR CONSI 7 1 5/13/15 FIELD MODIFICATION 11 DRH THE FOLLOVVING STATES REQUIRE NOTIFICATION BY XCAVATORS DESIGNERS OR ANY PERSON F�REPARING To ffl VIRGINIA. MARYLAND. AND DELAVVARE 811) pnoJsoT WPO PLAN _E&S lPHAS|P AK AND SWM/BMlP DESIGN FIELD MODIFICA'110N 11 �~�� -p��~� � ��/ STREET �-��'��(�r� ��'�� L0CA'110N0P'8]IK NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SC{}TTSVILLEMAG|STERIA[ /\[BEMAR[E COUNTY, VA ��l� �� 0 � �� N� ��I �� l F N G I N E E R3N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 ��y �?n ..~" 0411� Lio No 043176 Ar �10 1�66V NAl- SHEET TITLE: <�� u�l�� PLAN s*EETwuMosR� 2 Culvert Report Hydra flow Express Extension for Autodesk® ALIWCAD(r) Civil 3D(IV by Autodesk Inc. Wednesday, May 13 2015 Circular Culvert Invert Elev Dn (ft) = 365.20 Calculations Pipe Length (ft) = 46.00 Qmin (cfs) = 439.04 Slope ( %) = 0.44 Amax (cfs) = 439.04. Invert Elev Up (ft) = 365.40 Tallwater Elev (ft) = (dc +D) /2 Rise (in) = 60.0 DRH a �Oon Shape = Circular Highlighted 3 Span (in) = 60.0 Qtotal (cfs) = 439.04 No. Barrels = 2 Qpipe (cfs) = 439.04 n -Value = 0.024 Qovertop (cfs) = 0.00 Culvert Type = Circular Corrugate Metal Pipe Veloc Dn (ft /s) = 11.61 Culvert Entrance = Mitered to slope (C) Veloc Up (tt /s) = 11.18 Coeft. K,M,c,Y',k = 0.021, 1.33, 0.0463, 0.75, 0.7 HGL Dn (ft) = 369.80 j 5113115 FIELD MODIFICATION II I DRH t HGL Up (fit) = 370.97 Embankment Hw Elev (ft) = 374.95 Top Elevation (ft) = 375.20 Hw /D (ft) = 1.91 Top Width (ft) = 15.00 Flow Regime = Inlet Control Crest Width (ft) = 100.00 .0 3n4 al ins nr, DO n ,: Name> H 1, , f It ia5 4'I 113 1S 111 4- at., t. ear tat am "I exca�' to 4,.)t tile area r � r ��t s hall, mint ' t1fa`t , I . ()9.2 �. 224 i� °` _111P ,>a - Ee,, R .� 8._.'ts 'r r�`� ourcl Va. I `i 'i::. Ar .ra t dn of culvert shall :. i "*:.� $e� on the 3 ".,p 2v.Tnu. `.$s x;1 t�atfflh'&,A grade to truinitT117 with g Y gg &y tine 5 ��a .t� and filter, �tt"tirigt�� a� prior to � ki"'I �� etit. of tine iI ?C ciflve.rt(s, a n �eS' "a >r,".s w A ! � �.- R .,� .y�- tfie tr t"'Innh a. nd extend a mlnirnuunl of' st..K inches ztrlid a n,.a €mt },,n of )"rq a e R 4..+ �. � e Si a. . g l tt 4 ; a S , a t p e r £ reduces set'lle ment .t,t ?. irnp "goes, Crossinig stabilitySee Sul, & Spe , 3,1 PRAT 1, or required t twsical qualifies u*f the Rite - k)th., �...a ?r�`� ��i �` t r ;� a . ; fir ��' F t �� 3.�: i� `> �` . y � :. x -� ,� - „ �.. � round .,, � � � 3�� 11 1 a, r 1 ' -� � � s �' r A d 1. gg pp the flverf exceed! 4) feet In I e n g th, C.. he culverws ) stet ! he covered witlh�4 a a i n; a n of 'o Iloo�pp yy � a rtey - � a R�e �:S R.'� �xC� BRA �s,l *��.v'�+ ,u t luil iple culverts x s e Used, they shall tV� se 2ra��:. � by at east " i,_n J of Ccs r ,. ""t t �.. �m at; , < � A:� a ' 1. � .�. # F >� �s::� �. a � �. a..� & � e �.:� a. � c r R .: € "m a �- �.:. � k 1. R � ... t 1'. 1"M € � � a�� : �.. # �' �.� � iri the corl,st_tw-tic } o @1le t enn,,porwy a c °"s"; F, �E � � �R'N'�� 3 y�_ � F cull a �: � ssi 3g': ��. corlt�'r v, t. `; i ., .:� e t M H r e R s t' ' e e cited 'i n r 1" undier . u i Yr e rt )a ��t t 1'e cro "ss t� t "u INi� t t , : t a.t t ,ttft tl including t) 'tlWt °° ` 9 ..33 filter faee 33 �� q< D. .�_ 1 F ,� �� structure hecfdi lte 3�,.+ 1h tiil rim. s ,, �..a. t .a> gga��a�� k3 � ate.- �� ,�a��,aa ,�: 3a -1 ��'��. i� ".t.3•�a -b'a. T a3- deain.Mup of zIm"'k sh., -01 x,, accon' -tplt tTae(Ii without, c nsi u i4a€ 91 ..` a t° 'a th t '8- tt � Y, !hie siren � s X111 l °5 nr -. dfi tcl � `hal-� ,d to t4 o gin, .iI c iim ri and properly, t t its rt. GENERAL NOTE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT 'ORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCLION. SHOULD THE CONTRACTOR FIND A CONFLIC I- WITH THE DOCUMENTS RELATIVE T THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACT OR "S RESPONSIBILITY T 0 NOTIFY THE PROJECT ENGINEER OF RECORD IP WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR To NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE CCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND r"OLL CON, ORPAAN� E WI fH LOCAL REGUTA T IONS A.ND CODES. LE O :FLOW as W €s STREAM CMANNEI', PLAN VIEW CAP A ,T OF- E HT �. ANGIJIL,R, . r1LT- P, R ,.�.: T11 R' C' i. C)"3, 'C 4 F AQR,1 H 1 I_-( 50" M: ?atamt C 1W .1' Plate 3,24-2 TEMPORARY. ST CROSSING DETAIL NOT TO SCALE IFICA `I'O NOTES: 1. CONTRACTOR TO UTILIZE TWIN 60" CMP CULVERTS, SPACED 2' APART WITH 5' OF COVER, AS TEMPORARY STREAM CROSSING. TEMPORARY STREAM CROSSING IS NEEDED IN ORDER TO TRANSPORT FILL ACROSS THE STREAM TO THE AVON LANDFILL AND PLACE AS PART OF THE ,APPROVED WPO - LANDFILL CAPPING PLAN, PRIOR TO ARCH CULVERT AND RETAINING WALL CONSTRUCTION. 2 TEMPORARY STREAM CROSSING WAS DISCUSSED ONSITE ON 51805, AND HAS BEEN APPROVED BY DEQ AND CORPS OF ENGINEERS, 3. TEMPORARY STREAM CROSSING INTENDED TO BE USED UNTIL ARCH CULVERT CONSTRUCTION HAS BEEN COMPLETED, CONSTRUCTION ON ADJACENT RETAINING WALLS HAVE STARTED, AND FILL HAS BEEN PLACED OVER ARCH CULVERT IN ORDER TO CREATE TRAVERSABLE PATH. THIS ,ACTIVITY IS EXPECTED TO TAKE 45 DAYS OR LESS. 4. SINCE THE TEMPORARY CROSSING WILL BE IN PLACE FOR A PERIOD LONGER THAN 14 DAYS, THE 10 YEAR STORM WAS ANALYZED PER THE VIRGINIA, EROSION AND SEDIMENT CONTROL HANDBOOK, AND THE PIPES WERE DEEMED ADEQUATE. THE CULVERT CALCULATION HAS BEEN INCLUDED ON THIS SHEET. 5. ONCE TEMPORARY STREAM CROSSING IS NO LONGER NEEDED, CONTRACTOR SHALL REMOVE FILL AND CMP PIPES FROM STREAM, AND MITIGATE CROSSING AREA BACK TO EXISTING CONDITIONS, OR BETTER, IF NECESSARY. REVISIONS REVI DATE COMMENT BY J LL PER COUNTY 1 t 5!15/14 W > O . DRH n tzrl2 2 10/01/14 PER COUNTY DRH a �Oon .. COMMENTS 3 Z U Z , J PER COUNTY DRH J 0zWJUi 4 `, 12/31/14 ISSUED FOR U) 1 S H_ rt ' _j L_ (0 z CONSTRUCTION CC m I- v� 02/03/15 VAULT REVISION DRH U) i 4129/15 i FIELD MODIFICATION ( DRHI 7 j 5113115 FIELD MODIFICATION II I DRH t w Q O 2i a = Z O Q J zY z> Z m 0 O - O =w co Qft�UCJ to Ufa f J w T, _ REVISIONS REVI DATE COMMENT BY PER COUNTY 1 t 5!15/14 COMMENTS DRH 2 10/01/14 PER COUNTY DRH COMMENTS 3 10/23/14 PER COUNTY DRH COMMENTS 4 `, 12/31/14 ISSUED FOR DRH CONSTRUCTION 5 02/03/15 VAULT REVISION DRH 6 i 4129/15 i FIELD MODIFICATION ( DRHI 7 j 5113115 FIELD MODIFICATION II I DRH t THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYVyHERE IN THE STATE. (IN VIRGINIA, MARYLAND, AND DELAVVARE 811) (VVV 1- 800 - 245- 4848) (PA 1 -800- 242 -1776) (VA 1 -800- 552 -7001) (MD 1 -800- 257 -7777) (DE 1 -800 -282 -8555) PROJECT: TT PHASE 11 AND, SVVM/BMP DESIGN F'Il_E1LlD 1;IOD((IF) C 'I'TON IT TI i S T 1-JET STATION 1_101("1`V'1J01x 0F NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNT`(, VA f SHEET- TITLE JJ l-, U LA T I N S AND DETAILS I SHEET NUMBER: