Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
WPO201900024 Plan - E&S Stormwater Management Plan 2019-07-25
._. ___ _ . -.--�,., . u,_ �:. ____ ,____ ___ _______ ._ _ _ r P _ 1 _ I � _ / . � I ' — / i / / � � \ / / \ O � / ; ; '� / � � / �+ / � 1 i `� N / m �� ' N � O �� � I � � � i � \ � � � �� � � � - � POND � � � . T �''-O-B- � _ '; � . � - ► . � . � � ► ; r-- � .� � 1 - � � � _ _ _ - - - ' ► . ... , � TM J - 20 , . - , _ _ .. �' � ' O / \ � i � � � � � � � O� � � �/ \ ��� � , i .............. ..........._ ...... '� � � � � / � � � � � � � � / � � � ' �/ � i � 1 � � � �2- _ �' — — � ........ � / � �: � _ — -. - _ � �� �� / � / � ��r - ¢ •�� Q� r ��` � '' .. � � /� / 4� / / � \ f .......................... ........ ,�� / _ - � ) I; �� _ , � i �, � � _�� - '` � ' ' ( � 7C � ) ,�� �; - ` �� 4 C .� � � � ,, , - � � . ' � � � , - ��� .............. ...... .. i x — , � POND ' � , � i I •• . \ / � / � ,� � � / / � ;' ; I � I r / ' ....... ........ �1 � � � / a _ � Z �• \' ;, � � , \ ' � , . , , � • � . . , � . , , � ,; �, � � . �'� . , , .• I. , ' '•-�--- � � �.•' 6 ,.;••' Vy ' . ................ •' ` ,. ._ �............ .,�'� . I .• �� • . ., .� � ,.. . .. � •� ' .. . .. , . _ — ♦ ' • � ' ... . .. . .. . �; .. , �.6 g .,. :,. . � = ,_ • �� � � � __ .. ( ) T �. _ M �� , . . .� , , � � , � . . . . u. .. . : . __ . . . _ . . . . . . , . :. . , . .� .. .. .. . : :. . . . ... . . .. , � .. . .. .. : .. .. .. . . . .. , _ .. .� :. : _ �, _ ., . , , . � , . . . . . , . .�. .. .. , . � ; :�. ...... . , . , � .. . � � . . . . ... .. _ _ . .. .. � � ... ,�� ., _ _ ... _ � ' � • ��-:,, • � � �� � �� ,�::: � .. � � ��. �:� .•' . . �''�: . � .• .� � . . �� � . � � � " . . � �' . . � � , � � . . .� � � . � . }.. ., h ��' . � ' . . . . . � . . . . � ,��r ,, t � � .� �', �� ,. ,, , ,�� � _: . . n ; . � - , . . , .. •. , �•. � � .. , . , , � • s . , , . . . / , , I , '9 : �. . • . � �• oq� C � � � �' _ . , .cP' \ .—A [] �Lt' I � � C � ,�,� � , _ , �� � � 7 � �� 63 � . . . � , , , , ��, � q �, ��� i . . �� �oT ������ T P o � z � s : .. . � . - - . E C �' . . U T 0 . k . : ia., .. �� R � � � � � — � � FROM � � . . --=-=-- .. � . . � , .. .. . . � . . , . . . , K . � . . . �: \ � ` ��,,\ \ `� ...................... I. . . ; , A BFMA � E � � � � � : � ;' � ��. . - ,. �G �.... .. ..... . . ....... .. � OU �IT , . ` , '�Fq ` . � , - �-- j •� ..'' ,'' '�, � _ �, . ,.��' � . , , . ,.� -.- , ''•, �� � ` ; : ,. , , \ ,.��' E _ O , �; - - \ \ � ............ ' . . ... f 0 ; _ - ,.� ,•• '�•.,., • O ...... .... .. ,... � . � , , ., \ . . . � , '. ..-�'''� _ .. �� ...... ... ♦ . '� . \ � \ � \ 1 � ,� � �_ \ \ �- ♦` \ \ �� / ; O . :` , \ PROPOSED � � , VINEYARD , � ` � PROCESSING :, , .. '9^ - .... .� ,� . ........................ BUILDING �. � � i NOTES '' •., To 1) PROPERTY OWNER — TM 69-20, 20B � 20B1: AUGUSTA PROFESSIONAL PARK LLC; DB 5011-112; aFTON To 2) ALL PROPERTY ZONED RURAL AREAS ": � " �S YANCEY 3) THIS DRAWING IS NOT 'BASED ON A CURRENT SURVEY. AND SUBJECT TO APPROVALS FROM cs�, ��P� RrE 25o MI��s COUNTY OF ALBEMARLE AND OTHERS ,.� y �� �'• � �����marl�C � F ,s 51 4) � — STONE PARKING ' � � ti Ar �9 � '�Omrntrr�i�Y v� �- �P � , � 692 . y�� ° . b +�nt b� � i T Q,�� � LOCATION OF OLD � EXISTING ENTRANCE AND ROAD. DOTTED LINES ADJACENT TO CENTERLINE , 9 � ��� �5 �i� b����1��" p�' ,` - INDICATES APPROXIMATE ROAD EDGE WITH EDGE OF OTHER OLD ENTRANCE ROAD NOT SHOWN DUE �s �� � �� �� � �` � TO LACK OF EVIDENCE � ����`c�`�'----��i---,—_ � �T MAS E. SHUMATE JR D i � LOCATION' OF PROPOSED CONSTRUCTION ROAD � Na , 2042 � � � " ; .�oFoP� ��•����•��•��•••������� SOIL TYPE BOUNDARY BASED ON BLUE RIDGE GIS LLC ,.-•°�� i �j-�1� � ����'�� m PROPOSED -N- (37C3) - SOIL CLASSIFICATION, SEE SHEET 3 <qNo �y�Q� VINEYARD �—__—o S�R� �, PROCESSING -- PROPERTY LINES PER PLAT AT DB 867-316 � BUILDING �rI=I-rI=I� CRITICAL SLOPES PER GIS ' INDEX EROSION � SEDIMENTATION AND SWMP PLAN �0 1: COVER SHEET AND OVERVIEW S9,,F 3: NA�RATivE HILLCREST VINEYARD & WINERY, LLC - VSMP/WPO 201900024 � 4: DETAILS ; . ALBEMARLE COUNTY, VIRGINIA � BELOW BY MONTEVERDE I N ENGINEERING � 'DESIGN GRAPHIC SCALE 1 "=100 ' ' N VICINITY MAP C-1 . 01: EXISTING CONDITIONS SCALE 1 " = 100 ' JANUARY 4, 2019 REV . 5- 13- 19 � C-1 . 02: STORMWATER � GRADING PLAN � � 1 " = 2000 ' C-1 . 03: STORMWATER EASEMENT PLAN 0 100 200 300 TO - M SHUMAT U E S RVEYO I R NC j � C 1 . 04: PRE/POST DRAINAGE PLAN , • j � C-1 . 05: POLLUTION PREVEN7ION PLAN WAYNESBORO, VIRGINIA (540) J422990 � C-2. 01 & 2. 02: DETAILS 6 NOTES �' ' ST-1 . 01: SEDIMENT TRAP FOR E�S SHEET 1 '� r I � I - , , r , � � � � � FINAL CONTOURS (TYP) BY MONTEVERDE ` ENGINEERING & DESIGN� SEE SHEET ` � C-1.02 ATTACHED HERETO � � � � � � � I 0 \ \ \ \ \ \ \ \ \ � � � i � � � � � � �� � . \ � I \ \\ � �c'S \ � � � � \ � � � � � \ O \ � � \ � \ \ � \ � � � \ � ` � � � 1 � � � � � � � � e�a �TH AS E. HUMATE JR D � � I � � � � � ~ � � \ � � \ � \ � - ' No . 2042 ` � � i i � � ` � � � ` � � � � � � � � , _ _ - _ �-�'�--A /� � i � i , i � � � � � � � � - - - - , � I I I I � I � � \ � \ � � \ � � � \ � \ � - - - - � <��� SUR`��y�Q � i � I I I � � � � � _ _ - - _ _ _ ' � \ I � � I I � � \ _ _ _ _ _ - - - - _ _ � I � � � � � � � - ' - _ _ _ _ - - - � i I I � � � / � - - ,.. - ----_ - 825-r -' - � ,� o i i � � � � '� - _ � � - - -' GRAPHIC SCALE 1"=30 ' � / �- - _ � _ _ - - - , o � I I � � _ - f �f � _ I - � � � � � + _ � _ ; � � � I � � � �� — ' '__ _ \ �' � _ — — — — 0 30 60 90 i � I � _ - - _ _ _ - - � � � � ��i i i � _ - -. � � .� `�-,_ - � \ I I ( II � I ��� ii�i i�— — � � \ � � \ \\ \ ,. _ _ _ — — — -' — � � � � /i i i� � i i ;,— -. \ \ � \ � \ � -, 1 -_-�--- �'9J• � � � � � 1 � � �.. i/ �i� iii % _ � �� � \ \ \ � � � � � � � � _ _ _ _ _ _ _,,, - - � F � � 1 � /�i i �� �� % � � � � � � � \ � � '' - � � _ � � - - - 9,� � � � � � _ � ,,� , '� '� �, ' � ` � � � � � � � � � ` , _ _ , — __� — _ _ - - - =m '90 \ � I 1 \ \ � � /�iii%i % % � � � � �, \ ` \ � � � � _ _ _'. �. - _ � _ _ _ _ - - r�'� �'�`�, � � � � \ � � _ i�� ;� i� i, , � � � � � � � � � � \� - - � � � �_.' �� _ - - +- _ _ - - - nm i \ � �` \ \ �/ // / / \ \ \ -.� � •� � � _ _ . �� \ � � � \ /� j/ �j �/ � � � \ \ � � � \ � ��G�q,4 � � � � - - -- �� � � �� , ti � � � � � � � ,� �, j � \ � � � � � VF1 _ — � � � — � _ --_ \ �� - - - � �_ - - - - - N� 0 / \ L � i - ♦ i � // i � � � � . --1 i � r A _ � _ 90 � , � , , , � ,, , , � � , � , B�5_q � � � , - �� , I � - - - - - _ � � �tiq ` �� � � � �x � � ��i� � � � � � � � � � � �� '� � � � - - ����` , - - � - - - - - �o ` "�' � � `\` '�� ` � � � � � - ��� � �`- �- � "c EROS I ON � SED I MENTAT I ON � �� � � � i � � � � � � T � � � ; ��\��. +- - - - - mz � � � y \ � � � � \�� � � � \ \ \ � � ` `" � � � ��/�v % '� i ��� \�� � � G � � � � + �� � � � � � , ' � � � �dM � . �������� _ _ � - - - - - ► yy � � � � ����\ � � _ _ � � � Q � � � \ \ ��9 � ��s �� �\ \ \ \ � � �0�� � � ��� � � �� � _ � � � � � �� �i j ��A'rV� \�\\\�\\ � — — ' � 8 - - - - p-G \ � \ � �\ � � � \\�\ � � � i � i i � � O \\\ — � — + — — - � — — � � \ \ � � � �f. �� � \ � � � � 81p— ' i i i � i � \� \ ` � — � \ �� � � � � � �� � � \ � i i i i i — , \ \ � \ \ � \ �\ �� \ � \ � � �\\\� . MU \\ \\ \ � � � �� i� i , — _ yt � � � � � 'k �\\ \ -- i � \ � \ � _ � i i � � _.... — s — — � � � ,� _ � � \ \ � � � � ` — — � � , � � � � � `'� � ,.� ' — _ ,�„ \\\ I \ � � � � i � _ , � _ — — yr - - I � ,, � � � � � _ — � PS \ � _ � .- � "� _ _ , ' � � � �, �. \ - - - _. 1� � � , � - - - - - � � � � � '�- ` _ \ � � eag� � , , � � 16a, �I \ � � \ � �"`..�, 1 _ \ I l ' � � � 1 \ \ � \ \ ` �" �--• �� � \ \ r� l ' .�� �. �� . �. � \ ` ` 1 \ \ � � / � � . \ e ' ` `� � r _ �` � .�� �. � �. � � / - ` � � � � �"' . - 1 - _ � , _ , _ � � � � � A � � - - - - - ' , � � � � �c �.� � 80 � � - _" . � ` \ � ` \ ` �` \,� S5'�SP����v ' � / � � � i _ - - - - � — _; , _ � � � � p � � - - — — , , I� _ � � � 'eo � � � � � � \ S�ZNG ' - ' ' _ - - — — � - - � , EX ' � � � � � °� � ` � � � ,� � , � � � , _ _ , ' i � . � � � � � � � � ' � � - - - - — � — _ _ _ ' � � � � � i � � i i � �_ � � � � � ` � �� � �+ � 91 ' � � � � � � � � ' � -' -- � � _ _ _ � � � � � � \ � � i � � � � � � ' � — — ' � � _ _ � I � � � ,.- . _ — � �' .. � � � � . � ' � ' � -- � � � \ � � �. '' � � � �� +� '" � I RON � � �„ � � � � � � � � � � � � — — _ „_. � � � � �� ` � � � — � — FOUND � \ � \ � \ � � ,r '� �, � � � � i ' � g �• ' � -• �. , � � . � � i F. �, � r" �- , � � � � � \ \ � * �� � � / i i i � � , v;.�. ` � �„ .... � �, � � i �• \ � � �� � � i � � ' ' � i ,. � � ,� �. � _ _ _� -� � _ � � _ - � � � � - �../� �� / , i i i --. ' �- � \ \� _ / i i � , i � � '� --' � ��X r � .., � � � /� \ i � ' �� 1� - - - � � �' � � ' \ \ , � � � � - - - - , , , . � � � � � � � - _ - - -� - � � � � � � � 0 � � � � , _ � , , , ,. , _ - : �,,.. , � _ / / / / ' ' � J� . r. - \ \ \ \,\ �� / / / / / / / / � �/ ' '/ '' � ! f�_ ;% � \ � �. � � � / � � ��R" � '' ' X�.►�"�x � � � � � ,:. \ .,,i� � / , � � �� � � y✓� �, � " _\ .. � � , „�`- � � O / / � �/ � / � � / ' �' � _.-.--__ ^ �. � � \ i � � ,� � . ' ' _ - i \ � � - - - - � � � � �" .. -�_.�- - - G � . �� � � � / � � � �� i i � � \ i � � � , _ _. - - I � � �. � / � / i_ � � i � ` \ � � / � � � �. � � 1. � � � ,+, � i �� � � � �, --. — � . � � \ � , . . ; /\, , � � ,��; , , THI� ENTRp,NC ; � ' � _ � � � - � _ - - " Tp gE USE� , � _ -- - � � � � C .. - EMEN NUR�tN� GRADIN� � , , , � PS � o . . , , 3� M �-� � � , � , , - � ;, �g� � �, , � � _ � i i �� - . � �-� � �� - , , , - � , � ��� ; - , � 6 � , , p,N N F ,31 � - � � ow 6� r \ / / oO� �\� O� 8 � ` , , ; , , , - wo o �,o P-� : , � � , �� � -� �� � .- 0� 0�� P�-�' � , - E �� �, � , , � , �5 �: .\ ,- . . � � \ , . , , :� � i � � / / \ / � ` NOTES ANO E & S LEGEND '` . � CE - 3. 02 - CONSTRUCTION ENTRANCE ' `�`�P� � � ' SF - 3. 05 - SILT FENCE, 935 ' x x x ' 5 � � IP - 3. 07 - INLET PROTECTION; SEE SHEET C-1 . 05 6 ST-1 . 01 i R �'� BY MONTEVERDE ENGINEERING � DESIGN g P� � � / ST - 3. 15 - TEMPORARY SEDIMENT TRAP; SEE SHEET C-1 , 05 6 ST-1 . 01 S�OP� BY MONTEVERDE ENGINEERING 6 DESIGN DS - 3. 26-3 - STRAW BALE / SILT FENCE PIT ,��Z�P� (ONLY AT COUNTY REOUEST) �P � PS - 3. 32 - PERMANENT SEEDING , � MU - 3, 35 - MULCHING , PCE - PAVED CONSTRUCTION ENTRANCE (ONLY AT COUNTY REQUEST) ' Tr- LIMITS OF DISTRUBANCE i INSIDE OF THIS LINE 6 SILT FENCE 2. 06 ACRES THIS FACILITY IS FOR AGRICULTURAL PURPOSSES THEREFORE THERE WILL BE NO STORAGE OF PAINT/STUCCO/50LVENT -� . � - NON-HAZARDOUS DUMSTER �' SITE WITHIN THE UPPER MECHUMS RIVER WATER SUPPLY WATERSHED AND IS NOT IN -' A FORESTAL DISTRICT EXISTING TOPO LINES FROM MARCH 2O19 SURVEY BY TOM SHUMATE SURVEYOR, INC (TOM SHUMATE, JR; LS 2042) s I m ,�c� ; cv s• o 'r`�,9� N y� 9 � � OJ�� 5-1Q-19 � AUGUSTA PROFESSIONAL PARK LLC � TAX MAP 69-20 & 20B . DICK WOODS ROAD SHEET 2 - ' . #04358; TM 44 - 73 6 73A � I EROSION & SEDIMENT CONTROL NARRATIVE VIRGINIA'S 19 MINIMUM STANDARDS FOR EROSION & SEDIMENT CONTROL (CONTINUED) TM 69 - 20 123. 84 ACRES, ZONE RURAL AREAS, AUGUSTA PROFESSIONAL PARK LLC , DB 5011-112, LOCATED ON STATE ROUTE 637 IN ALBEMARLE COUNTY, VA. MCHANNELSTFL�ME�OR SLOPECDRAINTS�RUCT�URE, SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT PROJECT DESCRIPTION: MINIMUM STANDARD 9 - WHENEVER WATER SEEPS FROM A SLOPE FACE, ADE�UATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. THE PURPOSE OF THIS PROJECT IS TO CONSTRUCT A 14117 SQ. FT. �JINE PROCESSING BUILDING WITH A GRAVEL ROAD TO SERVE THE BUILDING FROM ROUTE 637 INTO MINIMUM STANDARD 10 - N/A THE PROPERTY. MINIMUM STANDARD 11 - N/A MINIMUM STANDARD 12 - N/A EXISTING SITE CONDITIONS: MINIMUM STANDARD 13 - N/A THE EXISTING PROPERTY IS OPEN LAND AND PRESENTLY USED AS A HAY FIELD. MINIMUM STANDARD 14 - N/A MINIMUM STANDARD 15 - N/A ADJACENT AREAS: MINIMUM STANDARD 16 - N/A THE SURROUNDING PROPERTIES ARE RURAL RESIENTIAL WITH THE EXCEPTION OF A WINERY TO THE NORTH MTNIMUM STANDARD 17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE OFF-SITE AREAS: ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVEO FROM THE ROADS BY SHOVELING OR SWEEPING AND THE FINISHED FLOOR (FF) OF BUILDING IS SHOWN HEREON AS 812 HOWEVER ACTUAL FF WILL BE DETERMINED BY DESIGN BUILD TO BALANCE CUT/FILL. THE PARENT TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT TS REMOVED IN THIS MANNER. THIS PROVISION PROPERTY AROUND THIS PROJECT IS PLANNED TO BE USED AS A VINEYARD WITH ANY LEFT-OVER SOIL MATERIAL TO BE USED IN CONJUCTION WITH SAME. SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND-DISTURBING ACTTVITIES MINIMUM STANDARD 18 - ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR SOILS: AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE 5B-BELVOIR LOAM; 2 TO 7 PERCENT SLOPES; SOMEWHAT POORLY DRAI�IED: 36C-HAYESVILLE LOAM; 7 TO 15 PERCENT SLOPES, WELL DRAINED DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND 37C3-HAYESVILLE CLAY LOAM; 7 TO 15 PERCENT SLOPES, SEVERELY ERODED; WELL DRAINED SEDIMENTATION. � MINIMUM STANDARD 19 - N/A � CRITICAL AREAS: SPECIAL CARE SHOULD BE TAKEN NEAR STATE ROUTE 637 AND THE WA1fER PROTECTION ORDINANCE BUFFER NOT TO LET ANY SEDIMENT INTO SAME, GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1 . PFiIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM �' EROSION AND SEOIMENT CONTROL MEASURES: THE VIRGINIA DEPARTMENT OF TRANSPORTATTON (VDOT) . THIS PLAN AS DRAW�J MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY 3. 02, CE - TEMP. STONE CONST . ENT . DISCREPANCIES OCCUR THE REQUTREMENTS OF THE PERMIT SHALL GOVERN. 3. 05, SF - SILT FENCE. 2, ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURAENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. 07, SF - INLET PROTECTION 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO 3. 15, ST - TEMPORARY SEDIMENT TRAP ANY CLEARING, GRADING OR OTHER CONSTRUCTION. , 3. 26-3, DW - STRAW BALE / SILT FENCE PIT 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED, _ 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 HORIZONTAL: VERTICAL . HERE REASO BLY OB AI ABLE LESS SLOPES 0 3' 1 0 E A E AC 3. 32, PS PERMANENT SEEDING. ( ) W NA T N , ER F R BETT R RE TO B HIEVED. �'' 3. 35, MU - MULCH 6. PAVED, RIP-RAP OR STABTLIZATION MAT LINED OITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESTGNEE, IT IS DEEMED � PCE - PAVED CONSTRUCTION ENTRANCE (IF REQUESTED BY COUN1'Y) NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL, � 7 . ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNTFORM TRAFFIC CONTROL DEVICES. MANAGEMENT STRATIGIES/SE�UENCE OF CONSTRUCTION: 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III , (MS) 1 . PRIOR TO ANY GRADING ALL SILT FENCES AND SEDIMENT TRbP SHALL BE INSTALLED AS SHOWN. 2. CONSTRUCTION WILL BE SE�UENCED SO THAT GRADING 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926) . ; OPERATIONS CAN BEGIN AND END AS �UICKLY AS POSSIBLE. 3. SEEDING OR OTHER STABILIZATION WILL FOLLOW IMMEDIATELY AFTER GRADING. 4. AREAS WHICH ARE �� NOT TO BE DISTURBED WILL BE OUTSIDE THE LIMITS OF CONSTRUCTION WHICH WILL BE CLEARLY MARKED BY FLAGS. 5. THE RLD SHALL BE RESPONSIBLE FOR THE GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDTMENT CON1fROL PRACTICES, SPECIAL ATTENTION SHOULD BE TAKEN AFTER LARGE STORM EVENTS. 6. AFTER 1 , THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE-CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND I JOB IS COMPLETE AND ACHIEVING ADE�UATE STABILIZATION, THE TEMIPORARY E&S CONTROLS WILL BE CLEANED UP AND REMOVED WITH COUNTY INSPECTOR APPROVAL DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA I (SC) 1) MARK LIMITS OF CONSTRUCTION. 2) INSTALL CONSTRUCTION ENTRANCE (PAVED IF REQUESTED BY COUNTY) . 3) INSTALL SILT FENCE 4) BEGIN GRADING TO EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. REMOVE TOP SOSL. CONTINUALLY INSPECT AND MAINTAIN EROSION AND SEDIMENT CONTROL MEASURES THROUGHOUT CONSTRUCTION. 5) FINAL STABILIZATION OF SITE 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR �'0 OR AS THE FIRST STEP IN CLEARING. ' WITHIN LIMIT OF DISTURBANCE AND FINAL SEEDING ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL PRACTICE MUST BE MAINTAINED AND REPAIRED 4 , A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. AS NEEDED TO ENSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION THROUGHOUT THE LIFE OF THIS PROJECT AND UNTIL VEGETATION IS ESTABLISHED. THE 5. PRTOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAiW INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED T0, OFF-SITE BORROW OR CONTRACTOR SHALL BE RESPONSIBLE FOR E � S CONTROLS THROUGHOUIf THE PROJECT LIFE. ONCE SITE IS TURNED OVER T0 THE OWNER, THE OWNER SHALL BE WASTE AREAS) , THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL. BY THE PLAN APPROVING RESPONSIBLE FOR ALL E & S CONTROLS STILL NECESSARY IF RESPONSIBILTTY IS DELAGATED. INSPECTIONS SHALL BE CONDUCTED AT A FREQUENCY OF (I) AT LEAST AUTHORITY, ALBEMARLE COUNTY ENGINEERING FINAL PLAN GENERAL NOTES PAGE 3 OF 4 (16 JUN 2005) Ii ONCE EVERY FOUR BUSINESS DAYS OR (II) AT LEAST ONCE EVERY FIWE BUSINESS DAYS AND NO LATER THAN 48 HOURS FOLLOWING A MEASURABLE STORM EVENT. IN THE 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS � EVENT THAT A MEASURABLE STORM EVENT OCCURS WHEN THERE ARE MORE THAN 48 HOURS BETWEEN BUSINESS DAYS, THE INSPECTION SHALL BE CONDUCTEO ON THE NEXT DETERMINED BY THE PLAN APPROVING AUTHORITY. BUSINESS DAY, AN INSPECTION SHOULD BE DONE AND ANY ITEMS NEEDING REPAIR OR INSTALLATION SHOULD BE CORRECTED. 7 , ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABTLIZATION IS ACHIEVED, PERMANENT STABILIZATION: 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. � i AS SAID ABOVE ALL BARE GROUND AREAS INSIDE LOD WILL BE SEEDED AS OUTLINED IN #18 ON SHEET 6. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFFPRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS � OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEV�CES SHALL BE MADE IMMEDIATELY. � 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORR0�1 AREA. STORMWATER RUNOFF CONSIDERATIONS: 11 . ALL WASTE .MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, SEE SHEETS C-1 . 01, C-1 . 02 & C-1 . 03 (ATTACHED HERETO) ALONG WITH ACCOMPANYING STORM WATER CALCULATIONS BY MONTEVERDE ENGINEERING AND DESIGN STUDIO AND OTHER DEBRIS. -` 12. BORROW OR WASTE AREAS A'RE _TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5. 1 . 28. MAINTENANCE: 13. ALL INERT MATERIALS SHALL 8E TRANSPORTED IN COMPLIANCE WITH SECTI[ON 13-301 OF THE CODE OF ALBEMARLE. ' CE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITTON WHICH WILL PREVENT TRACKING OR FLOW OF DIRT/MUD ONTO PUBLIC RIGHTS-OF-WAY . THIS MAY REQUIRE 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL-TYPE POWER ;E�UIPMENT SHALL BE LIMITEO TO THE HOURS OF 7: OOAM TO 9: OOPM. , PERIODIC TOP DRESSING WITH AbDITIONAL STONE OR THE WASHING AND FIEWORKING OF EXISTING STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF 15. BORROW, ,:FILL OR WASTE .ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, ' ANY STFIUCTURES USED TO TRAP SEDIMENT ALL MATERIALS SPILLED„ DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST PHYSICAL `DAMAGE TO ;ADJACENT LAND AND :IMPROVEMENTS, AND DAMAGE TO ANw PUBLIC STREET BECAUSE -0 SL`IDES, STNKING, OR COLLAPSE. BE FIEMOVED IMMEDIATELY . THE USE OF WATER TRUCKS TO REMOVE :�HATERIALS DROPPED, WASHED, OR TRACKED ,ONTO ROADWAYS WILL NOT BE PERMITTED UNDER ANY 16. THE DEVELOPER SHALL� RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOWE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITTES WHERE APPLICABLE ' CIFICUMSTANCES. ONCE BUILDING CONSTRUCTION IS COMPLETE 'ENTRANCE SHALL' BE REMOVED WITH COUNTY INSPECTOR APPROVAL �. .. ALL EROSION CONTROL MEASURES REQUIRED BY::;THIS PLAN REGARDLESS OF :THE SALE OF �ANY LOT, UNIT, BUILDING OR OTHER PORTTON OF THE PROPERTY. �� - � E 0 A Y STABILIZATION S LL BE E PORARY S HE 0 S OF SEPTEMBER TO EB UARY SF 1 . SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY bURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL 17. T MP R R HA T M EEDING' AND MULCHING. SEEDING IS T0 BE AT 75 LBS/ACRE, AND IN T M NTH F R BE MADE IMMEDIATELY . 2. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED SILT .FENCE RESULTING FROM END RUNS AND UNDERCUTTING. 3. SHOULD TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL' WINTER RYE, OR IN MARCH AND ARRIL �TO CONSIST :OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST � THE FABRIC ON A SILT FENCE DECOMPOSE 0R BECOME :INEFFECTIVE` P IOR TO THE END 'OF THE EXPECTEO USABLE LIFE AND THE `BARRIER STILL BE NECESSARY. OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO :APPROVED BY .THE COUNTY ` EROSION CONTROL INSPECTOR. ' A HE FABRIC SHALL BE REPLACED PROMPTLY. 4 . SEDIMENT DE OSIT� S OULD BE AE OVED AFTER EACH STORM EVENT . THEY MUST 'BE (�EMOVED WHEN DEPOSITS 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING;.;�AND MULCH. AGRICULTURAL "GRAOE LIMESTONE SHALL BE APPLIED AT � T _ P H . M . ' 0 I A LY ONE-HALF THE HEIGHT OF THE BARA ' I G I LACE` AFTER THE SILT 'FENCE IS NO LONGER- � 90LBS/4000SF, INCORPORATED INTO THE TOP 4-6 : INCHES OF SOIL. :FERTILI�ER SHALL BE .APPLTED AT 1000LBS ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. REACH APPR X M TE IER. 5. �.,ANY ;SEDIMENT DEPOSITS REMAIN N N P / REQUIRED SHALL BE DRESSED TO CONFORM WITH THE EXISTING,�GRADE, -PREPARED AND; SEEDED ` ; PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF. 95�6 KENTUCKY 31 OR TALL FESCUE AND 0-5� PERENNIAL RYEGRASS OR KENTUCKY ' ` DS: 1 . THE FILTERING DEVICE MUST BE INSPECTED FREQUENTLY ,AND AEPAIRED OR REPLACED ONCE THE SEOIMENT BUILD-UP PREVENTS THE STRUCTURE-;FAOM "' BLUEGRASS, STRAW MULCH IS T0 BE APPLIED AT SOLBS/100SF . ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. � �: UNCTIO I G AS DESIGNED. 2. THE ACCUMULATED SEDIMENT WHICH IS REMOVED FROM A DEWATERING DEVICE MUST BE SPREAD ON-SITE AND STABILIZED: OR �v " ;. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EbCH 'RAINFALL. ANY DAMAGE OR CLOGGING T0 STRUCTURAL MEASUFIES IS TO BE REPAIR ' ,. F N N , ° OVED _DISPOSAL SITE AS PER APPROVED�PLAN. , �'' " ` ` �. �° '` : ;� IMMEDIATELY. SILT TRAPS 'ARE TO BE CLEANED WHEN 50� OF �THE 'WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS AAE TO BE RESEEDED WHEN DISPOSED OF ,AT ,AN APPR ' • LL- A NED SEEDING OPERATIONS FAILIURES CAN OCCU LANTS HAVE NOT GERMINATED ON AN AREA OR HAVE � NECESSARY TO ACHIEVE A GOOD STAND 'OF GRASS, <SILT FENCE "AND DIVERSIO(�V DYKES WHICH ARE COLLECTTNG SEDIMEN EIR HEIGHT MUST BE CLEANED : PS. EVEN WITH CAREFUL, WE PL N , _ R. WHEN IT IS CLEAR THAT P , T TO HALF TH � 'DIED ESE AREAS MUST BE `RESEEDED IMMEDIATELY I.O PREVENT �ROSION DAMAGE, HOWEVER, IT IS EXTREMELY IMPORTANT TO DETERMINE FOR WHAT, REASON AND REPAIRED IMMEDIATELY. ` ' TH GERMINATION DID NOT TAKE PLACE AND MAKE ANY CORRECTIVE ACTION NECESSARY PRIOR TO RESEEDING THE AREA. HEALTHY VEGETATION IS THE MOST EFFECTIVE 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE RE�IOVED WITHIN � � 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO ' EROSION CONTROL AVAILABLE. . �` LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. � MU: ALL MULCHES AND SOIL COVENINGS SHOULD BE INSPECTED PERIODICALLY (PARTICULARLY AFTER RAINSTOAMS) TO CHECK FOR EROSION. WHERE EROSION 'IS `" ..,.� OBSERVED TN MULCHED AREAS, ADDITTONAL MULCH SHOULD BE APPLI�D, NE�S AND MATS SHOULD BE INSPECTED AFTER RAINSTORMS FOR DISLOCATION OR FAILUFIE. IF WASHOUTS OR BREAKAGE OCCUR, RE-INSTALL NETTING OR MATTIN(G AS NECESSARY AFTER REPAIRING DAMAGE TO THE SLOPE OR DITCH, INSPECTIONS SHOULD • TAKE PLACE UP UNTIL GRASSES ARE FIRMLY ESTABLISHED. WHERE IMULCH IS USED IN CONJUNCTION WITH ORNAMENTAL PLANTINGS, INSPECT PERIODICALLY I, THROUGHOUT THE YEAR TO DETERMTNE IF MULCH IS MAINTAINING CO"VERAGE OF THE SOIL SURFACE; REPAIR AS NEEDED. GENERAL EROSION AND SEOIMENT CONTROL NOTES FROM _TABLE 6-1� PAGE VI-i5, VESCH �. ES-1: UNLESS OTHERWISE INDICATED, ALL ,VEGETATIVE AND STRUCTIURAL EROSION AND SEDIMENT CONTROL PRACTICES `WILL BE CONSTRUCTED AND MAINTAINED - r, ACCORDING T0 _MINIMUM STANDARDS AND SPECIFTCATIONS OF THE V:IRGINIA EROSION AND SEDIMENT 'CONTROL HANDBOOK AND VIRGINIA ' REGULATIONS 4VAC50-30 EROSION AND "9EDIMENT CONTROL AEGULATIONS. ES-2: THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE-CONSTFIUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF � LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL :-:INSPECTION. ES-3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE 'PLIACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. - ES-4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL�.PL�AN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ' ES-5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREA� OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED T0, OFF-SITE BORROW OR WASTE AREAS) , TNE CONTRAGTOR SHALL SUBMIT A SUPPL�MENTARY EROSION CONTROL PLAN TO THE OWNER FOR AEVIEW AND APPROVAL BY THE PILAN APPROVING AUTHORITY. ES-6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY 'iAD0ITI0NAL EROSION CONTROL MEASURES NECESSARY TO PREVENT ; EROSION AND SEDIMENTATTON AS DETERMINED BY THE PLAN APPROV;ING AUTHORITY. ES-7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT '(CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITTES AND DURING SITE DEVELOPMENT UNTIL FTNAL STAB.ILI�ZATION IS ACHIEVED. r ES-S: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED ; IN'TO AN APPROVED FILTERING DEVICE. ES-9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASUfRES PERIODICALLY AND AFTER EACH RUNOFF-PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE ER(OSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. VIRGINIA'S 19 MINIMUM STANDARDS FOR EROSION & SEDIMENT CONTROL' ' MINIMUM STANDARD 1 - PERMANENT OR TEMPORARY SOIL STABILIZATI(ON SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER � FINAL GAADE IS REACHED ON ANY PORTION OF THE SITE, TEMPORA(RY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO I DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMA;IN DORMANT FOR LONGER TNAN 14 DAYS. PERMANENT STABILIZATION f SHALL BE APRLIED TO AREAS THAT ARE TO BE LEFT DOAMANT FOR IMORE THAN ONE YEAR. MINIMUM STANDARD 2 - DURING CONSTRUCTION OF THE PROJECT, 'SOIIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR , PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT I� RESPONSIBLE FOR THE TEMPORARY PROTECTION AND ' PERMANENT STABILTZATION OF ALL SOIL STOCKPILES ON SITE AS W�LL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. MINIMUM STANDARD 3 - A PERMANENT VEGETATTVE COVER SHALL BE Er�TABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY ' STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION, ' j a MINIMUM STANDARD 4 - N/A � MINIMUM STANDARD 5 - N/A MINIMUM STANDARD 6 - N/A ' MINIMUM STANDARD 7 - CUT AND FILL SLOPES SHALL BE DESIGNED A�10 CONSTRUCTED IN A � MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY I '', WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDE� WITH ADDITIONAL SLOPE � STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. ! MINIMUM STANDARD $ - CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEDUATE TEMPORARY OR PERMANENT ' CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. ! , MINIMUM STANDARD 9 - WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEDUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. i ' MINIMUM STANDARD 10 - N/A � ' MINIMUM STANDARD 11 - N/A MINIMUM STANDARD 12 - N/A i MINIMUM STANDARD 13 - N/A ' MINIMUM STANDARD 14 - N/A MINIMUM STANDARD 15 - N/A �p. 0 �, MINIMUM STANDARD 16 - N/A �� y ,9 MINIMUM STANDARD 17. WHERE CONSTRUCTION VEHTCLE ACCESS ROUTE� INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE ��o ��Z ' TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED �URFACE. WHERE SEDIMENT IS TRANSPORTED ONTQ A PAVED OR PUBLIC ROAD SURFACE, THE ; ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND oT MASE. SHUMATEJR.D '' TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WA�HING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LAIRGER LAND-DISTURBING ACTIVITIES � No . 2042 ' � MINIMUM STANDARD 18 - ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 OAYS AFTER FINAL SITE STABILIZATION OR -..� o AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT ANO THE � �-'J S'�� m D I S T U R B E D S O I L A R E A S R E S U L T I N G F R O M T H E D I S P O S I T I O N O F T E M P I O R A R Y M E A S U R E S S H A L L B E P E R M A N E N T L Y S T A B I L I Z E D T O P R E V E N T F U R T H E R E R O S I O N A N D N SEDIMENTATION. N MINIMUM STANDARD 1 9 - N/A �N� SUR`��y � rn � 5-13-19 � AUGUSTA PROFESSIONAL PARK LLC, TAX MAP 69-20 & 20B � DICK WOODS ROAD SHEET 3 __ _ ; I� #04358; TM 44 - 73 & 73A CE - COMMERCIAL ENTRANCE SF - SILT FENCE PS - PERMINENT SEEDING • 1992 1992 3,02 � 199� US 3.32 � , . � �S T ON�' CONS TR�l CTION EN7'RANC.E c'oNSTR�cTI UN a.F A SIL 7' FE'NCE �l`AI3LC 3.a2.r� (GYI T�0 UT WI.R'E S UPPOR 7) Sl I'C SYECIFIC SEEpING MIX'Il'URLS CUR P[EllMUN`l'AREA 1. SET THE STAKES. 2. EXCAVATE A 4"X 4° TRENCH ao' M1N, EX[ST1NG UI'SI.UPE ALONG THE LINE OF PAVEMENi STAKES. TUtal L.,Gs. a .a• Per Acrc r5:� s�Mnx. Minimum Car� Lawn � r � .� � � /J/ +_J FILTER CL�TH � M�N, A MpUNTABIE BERM ��+ � � I�� � / - Commercial or Residential �aPT�aNn � � ��- r' � �' (� /' 17S-2U0 Ibs. � � /� - Kentucky 3l or 'I'urf'I:ype 'I'all f�escue 95-1U0% SIDE ELEVATION ����------����'�. � � -. � ��II - Icnprpvecl Perennial kyegrass 0-5�/0 EXISTLNG GROUND �G��/ - / �� . _ - Kentucky f3luegrass 0-5%v i �'0' M�". � Ftow r � � � 1-Ii�h-��lainten<<nce Lttwii 200-25U lbs. � 1�JASHRACK 10' MW, I l �� .. CIOPTIQNAL) �� � 4' - entucky 3! or [urf-Type '['all Fescue Q 4. BACKFILL AND COMPACT 1UU/o i2� MIN." io'M1N. 3. S't'AYLk; F[LT�:fi MATE;RIAL ���P �9 � EXiSTING TQ STAKES AND EX'CEND THE EXCAVATEA SOIL. General Slo�e (3:1 or les5) PAVENENT 1T INTO THE 'PRENCH. ��'� �`Z � - Kentucky 31 F��scue 12H lbs. �TH AS E. SHUMATE JA.D -�--' • - Red 'Cop Gr�tss 2 lbs. COURSE�AG6REGATf I � TqSSE�JNEN�?AINAGE 10' M1N. � � - 5�asonal Nurse Crop � 'L�) 1hy � N� . 2042 � r , % 15U 1b5. ��'�i/� B i TRAPPtN� UEVICE �/� • ��'e.,�� � Low-Maintenance Slope (Stce�er than 3:l) Q• • MUST EXTEND FULL WICITN �/''''-�-�.. '� � '""' '�f »; �) OPEIR�AnUNS ANO EGRESS P LA�1 Y �E YY / �" � II IIII / �" ` ",' ` ' II, <��� s ua `lO v� G� `:: - �►/�G� �` - Kantuck y 31 C'e5a i e 108 lbs. 2 lbs, t2' MIN. �,, � FLOW � � � - Se�tsG��l N tr�e Cru � * F 2U lbs. 3' MIN. � ' = �, " - Crowi�vctch "`M 20 lbs. � '" """. SHEET FLOW INSTALLATION 15U lbs. ' (PERSPECTIVE VIEW) � F��TER c�.orH SECTI�ON A-A � I * Use seasonal nurse erop in �ccordapc� �with 5eeding dates a5 5tatecl below: � February t6th through April Annual Rye � . . . . . . . . . . . . . . . . . . . . . . ,s�-y� A �� A May lst throti�l� �lugust 15th . . . . . . . . . . . . . . . . . . . . . Fc�xtail Millet • .. �: � : .' ::.' ' '4 l' g � ���� August 1Gth kttruugh October . . . . . . ,.� r + ,. , . .::� . or� . . . . . . . . . . � . . . . . • , ' Annual Ry�; .� �'�.. , �,. .,. . : - � November through f�ebruary l5th . . . . . . . . . . . . , Winter Rye {; `s � ,'�• •�., ..�:' •'�:• ,,�.'. c .i�'�":.,', �� FL.., _ _._ _. � • / . ^ } t� ; ��� *' Substitute Sericca lespedeza for Crow�nvetch e�st pf Faruiville, Va. (May {:, .:.� � ��� � through September use hulleci Sericeu, ��Il �other periods, use �ui(iullecl Sericea). � � �I - : If Flaipea is u5ed iri tieu of Crownvetci�, incffease rate to 30 lbs./acre. All le urne � REINPqRCED CONCRETE DRAW SPACE PotN'PS A SHOULD BE HIGHER THAN POINT H. see�l Riust be�roperly inoculated. Weepirig LovEgrass may be added to any slope SECTI�ON B-B DRAINAGEWA�Y INSTALLATION or low-maintenance mix during warmer se�rling ��criods; a�id 1p-2U lbs./acre in (FRONT ELEVATION) mi�ces. Saurce: Adapted from 1983 Maryland Sta�ndards°for Soil Plate 3.02-1 Source: Adapted from Installation of Straw and Fabric Filter �rosion �nd Se�imerit Cuntryl, a(nd Va: DSWC Barriers for Sediment Control,`Sh�rwbod and Wyant Plate 3,05-2 �"" , 11I1 - 9 III - 25 , . . ltl - 3U3 . `. i' F. . . . .. . � � � .. , ���� ' ,. . � � �.. - � . . � . ... '• . PCE - WASH RACK �h - . . . _. , ,��- ��� �� � . � ��� , �..�.. � http: //www . albemarle . org/upload/images/forms_center/departments/ � - . . . ..... ., , community development/forms/design standards_manual%Alb�marle_ � _ � MU - MULCHING County Design Standards Manual 2015-04=25�,draft . pdf CONCRETE WASH-OUT DS - STRAW BALE / SILT FENCE PIT I .,..,.,, ,. . . , .�. �.,. .,.,. , . . . , . _ . : . ,. . . .. ::,,, . , . , �: , . . . . . , „ . .. . . ... . � .., .,: ., . . .,:. . �. �� .. . . ��� . ,: .. . .. ,. . ;.. . . . , , ,. .<,:; . . ..� . . . , .. :,�: , ... . . , . �,. . . �;:� ;; . . .; ,;.. . . . , . . . . . ,. ,. ,.,. . �.. . . . . . � . . � . . , , . , . .. , . . .. . ��, :..� . � . ' r.:� � . . . � . � ::�.� � :,,::���� . �`�' . , � . . . � � WITH LINER, NQ GRAVEL APPROACH � � � � 3,;�.5 .'.: � .'.: � . � � . . � 199!2 ' . . . . . . • � , :• ..: . ,::::.�::; .:�� �'�:`�.,•: ��:: . _ ,,,. ,:: . . ' � ` � �� � � :-�� �' , . � � ONSITE CONCRET"E WASHOUT � � � 1992 � , s .` . . . . ... . . . � ..,.,,:.,.::..: . .....:.:: . r,r.:. :. .,�. �..:,� .., ;..;:, >�: ,:,.�.: , ..:�::��: r:,..,.� .. . ..rp , , . . e STRUCTU E H ER . -� Aibemarle.:Caun�y Design Sta'ndards Manual-Engin ermg� a . .. .,;x, . . . . . : . �., , .. ... .:,� , . . ��`�� . . '' � R WIT LIN ....,: .. ,. .t,. . . . . �.�.: �. . ., , . ,, ,. .. . .. . TABLE:.3�3S-A .. � r� . ., , .. . • � . � � • � . � � . , � ' . , � � . .; . ,•. - .: . : ��� . ... ,. .;, . .. . :.,. . ,.. �. ..,.. , .. . . . . T ; � ..� , , . .I-�A . �jS'I , CE PIT . . ... .: .::..,. . � . . . . , ;. �, : . . : : . .� ,, . �: . . .:. . , � :: ...,� : .. . . . . , .. • . . A , � • • : . .� PLI ATION RA�'ES . .: ;+,s ,;;.� . �; . . :.: ; �. , .` �""�� ... . � . . . . . , .� .. ; ����. ,: AND AP C �� . • . . .:: . RIALS .. ,.� . .. : .. . , ORGANIC MULCH MATE . . � � . . • . . . ,:�� . ��: ,;. ,:-., , ,.,. .:,l. : . � ,;� . . . o n :� �, :,, � •�. . s�;Ot��,. .. , . • : _��;:�n�t . , , , � :: ', . '. • . SANOBACiS�{TVP.> • • � • . '', . ,. ::• �Q�JS��R��'CIC�hF �ts.;:.; :: . ..' ...:• �• :..,. ..�.,.. ,,;' .. ' . ' . �.;,h; .. OR STAPIE FlITER CLOTYI CkA55,..�11 RIRRAP.;.. �' , 0� � ., . , .� : ' . �` ::Ac�CE$'�;: . �' g �q , • . . Q � . � • . . . ,. '�. .. ...... '• . , .. i�,� 1� fk5�'W�i„Z,.��N ' z 10 Mll „ `� :SPIlSH,,BIOCK t';OEPTH TES. �� '''� 3 Pta c •'�','�,•"""' :R�i Du . �:i sTi . i'� , R5 ( �'. .� , .�f. . �t.:'` SANDBAdB ii .� . � , , . . . .. TYP, �.i.t� ..r• , ,. �:�.�-,;-+-�.- .. , � . • :•,;: :% , ,.,: .." ',; . ..'� • � , ) , CNARQE " 'P . . , , . NOTES• ,.. �.��. ; , i ,;, ., ..�� ' '•. j�':,,.; 2'� . • f? SIDE3LqPE �N ORSTAPLES . �„ ,. . ,; , , . � ;, „ , , ..: ,� , .., , R;��E���N� , e,'�. M(JL.CHES. : •.•• ,. >,.: ..; , ; .:.� :,. ,. . ... . ... ,�, ,�., M',, : , �� � . ;�; ,��` P, ; ,. ,, . .. . , ,..;, � •,,. ,. �, ., , . .. , � > • . ft. ! O UN 0 PV►AP DIS �.. Per Acre Pez��lUOU sq. � � � , . b . . . . . I � E ti, r ti»� i?' .� � �` . . 'i , �r�•' O O M . . J��'� `,�� ]�. . . .. .� . . �., ,.� , : . .t . • � _ . t.�,+:. . �7 ,; :,, . �; �2'STAKES PER . �, O Q Q O $ • . , . . , � '4� BItLC (TtP.) d c ar e ',�. .�,. �. 7, . . . ,:' r om �� .a�? .A .S . • . � ,. lbs. -F ���r. We . �. .;� , u,�. � . + .�o .��o, .� ,. . .� ,� . . .. �.� x x� �. .a tQ�: � . . . - . straw Q �i: . . .... , , . . . . . , ,... � �fk�, a �;Acq ��+�"r��:�� , . . ; y . ., ., , ., ... . , .�,:.,,,, . . . � ,I: . . ; . r , . , . .�, . . . . , . .. • ., • ., � , , .. A , chore � � ust li'e a�a �•. :'a` . . . ..: .... .. . ..... .. , .. . : ( . � ;-m tter. .M. . ��� M Uill'Z; . . i. . , . . ,41. . .. . s .. . i • PILTER ClOTN • ;I' . . �. .� . . . .��; . . . �i, + •:+.' .;� l . . , �S �NTRC �0 lOW 1; .. . 'a'_ N. .p. ;,.. , , ,.. .. ..... .. . ..,. . .;. .. �; ��S : ead�:�.'th.mu�c,h b, .e. , .�,; . , . o ,P� �, . . .. . . . . iNsto,c r►,cs:or sc� .�� o .�.a: „ . . -,� � � . �, . �.����� ��;:, . . � f . •;. ::� ,�,. • : .. , , . . ' . . ... � ;,. . : ,• . > '•� I , .. ...; '�� 1 , . .. • �.,, • ::,,.: , ..., • . . . . . . . ':a' . . .. 'Si17l1 .�dV,C'�IKl.S,. 'y' , �'�� , i d� J:' i� �r,'' ,�; i"::. . ,EXr.A TED ox b a�. . . , , � .� 'r; ;, ...t .:�.;. v , .:,� , 1r r n er., e�' Y. .x �r N �s�P R s,n. t � e , „: � . . , . . .. , . . , � . ,� ..�. •, ;•:. ., .. ...�,. ,;;.�, . . �t:� � .�. J �. •�'.. I . . , •.� � . ..� �... ......:.:::. . ,:.1. : t :,,;t . ,;:,'r '' `��",:�':: . . ,:� , . . . � EA . ,�, CLEARLY MARKED SIONAOE . . 3=C'.' �, S 710N A- 'e� T" SpEC,:3� SI �4� �:+.:, F . � .05 l I . LI� t . l 'l.: � i�•! �f.� b . . . ... . t . . • � � {�. '•.,�•;�', � �� �. . � ... . .1 ... ... . �. , ...�.'�.t •i..�.:�. .t ' .�•i�'.:� .'.: :.; .. �..:�� �tt ,. •.. :, i . , .. , ,,,,! . ;. „•.;,� . '.•�'i:•, . NOTINGtlEV10E 18"X24"M�N� . � ;:I : i ..�.�,-.--,--- , C NCRETE ,, ,l 1 . • •�. . , � p .• • • • • .,,�,. , r..� .. . . ... . FENCB. � -� .--� .Q .{u��[�k . . r . . �.;�: . . . . for `; h . mulc �� WASHO 1 e . ur . NOiE5: US a5 .',r n t �,� Do 0 ; 1 . �,� . 5 bs � 3 . UIIl M�`. . . �:i' • 1I11II1 , •:':i. . , .,. , ,,, II1 . ,.;,... .,, . M .. ,. .:, ..��, . ..>.� :� , �:� , il� I 1 h � ��; .5 er Mu c F�b o �,:� . � . . . 1.A TVAL LOCATION DE ERMtNHD IN FIELD T '�/: �2 . .. �c �` u r . . ';:•� . . , �:�. . , ., .� ,...< .., . . ;�. ��... •.•;:,. , . t� s� ��� :.. :� �, ''�'..';:.: . :�:,:=��:� hot �: �.vr� n�P' �:�v �, v r or du .� �' �,�A��� . . :.vnor pxa. '2s wuiter co e ru� � ..►�. . ,c� � Ibs. � � , e. 1500 �F� �+ .� ,,,.,., �,.. , . . . -;�:..:... ... .. .: • 'r � . . .. .. � <:, : � . <. � .: . ., . .: . ;.• • ::. . ; . ; :: ,. ,: ,.�. .. .;. . . . . , . ,., ,. ,. ,�cc����. ..,. ,. . . , , ,. �c:;, . ;�.,;R�:.. , . . , . . . . . . .. .. , �` ,.,,.{ . .. ,. � .. .. ... . . ... . ..�r. Ht� � . , . . . ,, . . �r , ,,.,.., .t , ,.��.., . .,. , . . . . .. , ,.. - . , , . ., „. . � ..�� ,. t. .;. . , . . �. • S'� r � . ::' 2.THE CONCRET.E WA9HOUT 3TRUCTURES SHAII.BE '�t K.• REGATE , . . . . !. . i. •,: r .t. r, ..n. , , :ti•':�b ��,m. A l as .� s. •:�� �- nod .{ . � : . , .: . . :. ..,., • .:,,•. . , , . .. . ,. .. ,: ..., d .. ., . ... . . .., �.:,:..,�. ,. , . ,..,:. ,. : � , � . :..�.,�.:� .:,w , . ---�A�? ,�.. . ��: , QP Y . , ,:, . .. . ,. .. . 4 REACH . . � . ...� �.,:s .• ,.. , � ,, , , �:,. . ...- ' , ,•�.•:...., :.:' ' •.�,:: MAINTAINE�WHENTHEL�QUIDAND10R90LI E9 �, �'.,.� .. ' :rr.+. ..,i., , „ ,.;j: ;, . , ::. . . . � • :: .,,, . . , �., . . .: . , ., . � , ... .• ,,, . , . . . ' S1U ' ' • . � ; • 76°Yo OF i'HE STRUCTURE$CAPACITY. . , . ,. < . � . . ; , , : �• ,., . : . ,' ����� �+y� • ,. � •.'. �...r•�. .,;. ..,. , �, .:. . r•���� � ';'d'•;; '}: . r �. . ., � ., , ,, ,. i:� � .�. , �:. , . � . . .... ,... ,. . :. � . . � �: ,,•. ,. .�.. .....i� �,� e ,. . ��... .;,.. � ...o•'+ �,���� , ' .t. '-�c . • . . ;''� , . , �1•"b�'.� ' . , � . . . . , „ . . . .�.� . .n. � �..�� �. . .i. , � � . , ,:.. , . . � . . ; : . . . . . '. . r .. ... '�'-':•.. �dF!I'�,��,J,�f�,.�i .,': i , , .... : ;'�: ' . . . . . . ..,... . • . . ,,.,.,,.. :,. ..•� v .,; . .� , ,; .t, . ,.. . ...�.�� ; •.: � ..�'�: , �"��'.� . ..• `.. •''CtAS9 At PoPfL1P . , . .. ., �. � . h. . . . • ,.•.. .. . �. ., � , , , . .•�•. �. . .. •, 2�"..•,;, •� � ; : , � . . . , ..: , 3,CONCRE E 1NASHOUT�STRUCTURE N�ED TO BE . . . . • �' , .,. . , • n r : , . � �°�,. .� i � �. .�r.� .Ph�V k1 �', . , T s • .. . I ,•,. .. ., ,. �;•. •; �� .,�..w... n�.l�,..�., . . P�.N . . ��''r. , �:. . . „ , . . , .. . .; ' , 11:4' G.� . ..s; •.�"`�`•'. �! � °�.. ��'` , CIEARYMARKEUWIT SaNAQENOTINO EVIC • . . . . . . . 27S lbs. Cut or shredded.:i . t , �.� :;rn r�, , . H i p e. . , , ... , 4 6 tons 185 . :�'�. x. . . , , , orn 5talks , �.� . , . . . C � . . ;� . ����. . .� . . . :.,,; , �,;; ,;, ,� . . �� . �:;.� . . . . . . ot . Do n . . ried. ., 'r.d .,�. Ai . ,� s . . 1 h . e � , �, ;..,;.. ., :.�. - . � ° .,: . . � � . :�:;; � . . , � :. ..;� � , �., , � ���. ... �.. �� . . E� . .. .. . . ......,. �... . , ., ',.� ,,:�, . . .. , . , . � ....�„, ,, . ,. . . .�, ...�..,•.. , ,,. ; .� ,.. , . � �� ��. . . ., BEL IN GRADE WAS UT STRUC'TU . . . , . r �� . �, �; �� . . v; �- 4 , . :�: o . , . . , 1 ... ,. , r. A '��: . . . ; ., as � .. .,,.. .. , . , rf ar , . ., � ,;,, : . , • , � . n tU � . : �..:,,.,. ., , t,:, ; . .;::•: • .:: . o . , , � . l'�38..1 f1Cl�r , , PP.Y . ... . N T TO 8CAl.E �' �. ••, . . , . � , :..:,•::'•,. . :. . . :,.,� ,., .,,,. � ,.•.� ,�:,.:•,. ��PLAN'°�:VIEW �'i.; ,n,;� .:, �; ,� ii;' , . , � , , , , �1.i 'r;' . . er.or: . low . .,• h . b ;, c � . t b. � . �.wi b.mii� . . . : , ..,,. . , . ,, ,.�.,., . . : ; , ,. �. ��.� �. ::.. . ;� Y : �::� ..�;:. ''�� `�' .���,� �.`� ����- .��� � ... 4�.��euHA�� : . , . , • . N ��;:' �, j:��, Pa��T� � 't''';•: . . . ��' ,M. ��'� 1�>..r�t, Wlt� :�. . ,.,� . , . . : , � �}�! : . , .... ,..: , � . . � � r.�; . , . ,. , , •:, ��. , ,. . ,. . , , . ..,;. . . ,. .� . -,;•=.` �5,,,{�1 a ..� :,: " .;;4:�' ,,,; . . , r�p �+�r �T; ``u�b11�t�.N�, , , . , . ..., . . . . hand. , . . . „ .� �. . . . :: . : ,.; . , . �x�snr� �' . , ,l, F , a; ..i. �..€iy..�. �47 £M'���.��,N,��!.�"Jin�i�! � •� , ... ' . . � ' ' , . . . . u., ., .... .. ,.� .,. , �,�.r� �. � .� �.� : r; ., � :i' .' .4�t�` , , +�. �� ' , ,�, �P 17 . . �a-0• i '��- . . . . , ;. ..., ,��„ . � :.. .� . ..,,...,� .. . . . . . , � �.. �. MN. '� :�, ,,. . . . .. :. . >- , .,1 . ,. ; ,.. . ,, .. .. t ..,,.t , �� . :ti. � ., � ,.,.F� .,� .r�. �C i . HION OROUND:: .�,. , � , . SAN� . BAGB . TYP, . •�� :r. . . . . . t .� . . � ) �'i r ; .i . ::t t . , �.i1• . r� � . . .� . . C . '•!� � 0 E$��/�� . . . H �' r�. . . ', . �' t `� 'r, , . . '•i l OR 3 L B AP E� T , 4 . ..., �.i' .� r LOW F T i� . I RATION �'r= `�� . . . A� . . � er �. , , . .. .. e att . ;, . . .. �oars m ,a�,:,:�.:,�:, . . . �f , ,� C �Fxe""o . 1 e � .. . bs.� 275 . .. 1 ..,. I1S. � ���i�• . HIOH ,. , . 'o ,�,; t , `'i� 4' 6 �, ,. :h �� . . .. WOOd C S , . ��1�� I� 11 II ; , %�� . SOILB . � P � . , ERM . 10 , ,'� ����: MIL '� ,,�, . . ".p.�' H � Cq @8 V I E8 � ''ti�� ���� . . . I. ;` •` . ''i ii''- , . ( . '�l�' . . 1 . . �i' J 12 bs ,� . . . .� . o c �► �'� 'th . . o at wi , i . • , . . ,. : , . :... : , .. . .. . , , . . dried. Tre . :. .� r. .,., .. pN . . . . . , .,.,;. . . .��., ,.. : �� ��, ,,; �, . • �` ; . „,. � t � ,•:;•,�r PLA9TIC IININO LOW FILTRATI . , . . . , . .. , .. � . . � . � �� y.'•�.� ; . .; ;,...,,� �.;, . ,. . :i. . . ,, ,. ,,, ,.rv; .:,•, �r, , . �� : ��. . ..t;' . . O 0 1:1 91DE SLOPE. SOIL BERM_ ., AOt. . . v:, ,: .� ��; : � ..: .: , ��' ,� 'ir',' . . • en r to a , . .,t:� ,,. . . . , . . . . . . . T11tI0 ;.. � � �.y�.� �, .^ ,�� �, : . • .:. . . . .. . . P.. . �;�. ��:'� ��z� 0 0 nP. . �w . g . , . �'� ',� c � , ��. �'a :; r,`` . . . ��i'•• , , . �t � in ,.i., ,.. . i . � � . C% . �VA7ED! . 1 GA i . �� 'r as. A �� . . urf�a e . . e`t j A t�r use'iri £in PP Y .. :'�' ���,�fi�t..,. �--; ����' �.�t�rrd�e ��; �, 1,' � � . . , .��'.'--�,��-r-� �� , 0 0 4 .. :,a o��,y N:::: ��� :r k Q . � �t . 1l+� , `I' � �t . �i���,. .f�! � Q � �1ar ,.�; Y �•._:.i��....' f •��, , . `•'4,i i b '�i �� i . �.T h lowe r h 1 .. . m 1 b �:�f. .,.. h . wIt C �, ,� r� c ► ,. P f ��� , ,. , , ;; . . . .• . �, . . , �.. : , �, , ..:-. . : .. , ,:,., . . E .. . �..•.. �. : ;:,. .,.:, , ,. : ' . . � , �� . ,. . ..� . .. , ,. . ., ,,:. , .. . . , . ,, . . .�.. ,�..� ...: . . , .. ; :. . . . . .; . ,,. ,... , , ::�� ; �' ��� :s:. , . � ., �., �. � r � , 0 0 �".'`�,:� �,: !�, �� ir �r ., ,�. . .. . . , ,. . . ,. . . � .... :. .. ........ ...... .. .,:,,. . , , , .,.:. .. .. ,. , . . . ,.,. . . ,. . ,,. , . .. . > ...: . ..... . . . : ,..._ ,.,�. ., �.:� .. . �:;;. ..�T.� , .. • � :; �� .•... , .. . ;, .. --�,. r� � :;':' a ';;'. :?;:-::' h l r b hand. . � '�!'� . � . r . :a�'� , . <;,,c. •�.:. ';•:�eorroM ., ;...,;. a g�'r.b Y . .„ . ' . �:,,.:�... ,, •..� . ,.,. , �';; . , „ . , .. I _- 0 0 0 � , �_;�: . • . .. .. . . .... : ,,.., ; .. � . .. ti• .� . ., . ., . . r:•'` � �• SECTION B-8 �•�• . � , . . . . ,,. , • . F�-��- . . . �..I cC . •.,, ,; , . . . ... �� ,,. , , ::,:..: , ..: ,. . ,,, . . ,. . .. . ��S . %•�. . . ^'S,: . .;,,.,. . ���� , .;;,, ,;,; . . ,� . r,,�. s • t . .��� �r � �.� w7G . �� , �...� . �j.:. ; ... .,r ., i. i.. , .{":'.� .F .i?,.�.�.::. •- .•,.•. „� � �,r.c�.i.:. .. q• r. , ,.. . C�TlON� �A:;=�A, �. ,. �., �, Air- � f�: . er ,, >:. . r m t :�fi . • _ f ba se a t . :, �:• . ; �. .�.,..• ,,. ;. �..:,. ; ., .::•..:.•. .. ,� :. r... ,�,. .•.•�,:�.� . . : ,.. •' ds Free o c . t x , ,,.�� . � • '; � . t .. i. . ., , ...... . , . ,i, .� .. � .� �i�... .�. . r.a�, .. . !�•I,::,•,+� •J+. �• 50 7� CU. �. 2 Cll• , .. • . i S ,�,,.�. .. ...� �: .; . . . M, ,.� .. . :.� ,.., ., .., , .. . ;': Bark Ch Y t. .,, ,,.� `'�r�` . . . ... i ,. ,. . .,.. . .. M• � .•,. +, . ., . .�.. aa� . .��. � ..>., 1�� „t, �i: �'i '.t. . .� �'c , B 4'. .� �,: . �' . ��.� �?.. ���: . . . ,..,,�.r �;,, . �;.,�,. . , . �F� . . . . �... „�. . i�. {: , . . .. •;i:.,.. � . , :�t� . ;i� , . Do not use iri fine , . . . . , drled. , . � . . . , ds, ����� . , . � . ., or . -� . . Y �T . . , .. . ��� . . �� snro�eaos P. . �. .. � ' :'�°�'; . . ;�. �,;,.. , . rr _ • . ;:, . . ., .•:: , . , , turf areas.:�A 1 V1�t�1 : ��� . • OR BTAPLE � . ., , . ,.. PP Y . c� ::r;.�:�•' . � ��s-AT�' E -�� �.�=:1'���' Shredded ;;;;;,;:: : , , . TVAL LOCATION OE"f RMINER IN FIELD , ,, , ,y ��i� ;ri. .�t ;i.��� •,� . . � . . . . . , i : .�q . , , . r chi handler �":•�.' � � �� ' � � ., ; � : :.��, ,•, :: ,, . .�. . ,. .. :, . . .mulch biow.e , p , ::,;...:..•:- . :.- �`� '. . �.., : ;. , � � � , v�ow`v . :,: v�o7 2s s�,�2e . Bark �'� " . . ,, ,,. .. ,,.. .;:..., • .: .. .:,. .. ... .. uu wa�e�'�s .:af 1.9n�1i;#�ttus�t�'� a11,c�d��th���tinlu�.L lucl�bA�eock,... , ,.. . . .� .,.�k�� , . #?. „ , u,.,.. � . � . : ..... . .. ._ , , . . ,.: ,,. ... . .. �. . ..�. �,,. , . � .,, �-� . '.. .r�� t� oEPr») . ,, • , .• : , � • . ;�, :' �. • . , =;:'�. ,, :, . ' 't. :,._..: . �,�.�p :, , ,. .... ,,.... , , CONCRETE NOT�IN�G DEV CE(t8'�X24AMIN.) n .., ar by hand. : �� .� 2.THE CONCRETE WA3HOUT 3TRUCTURE3 :' JuGf3 • . ., ��0�T'S'v�.���.�iH1,��,$'S1Y�$��",j�4��"�,�4�UN�C1'��'iS 11f�`I��`�;�S�x�I�yry#��.���- � WASHOUT SHALI,BE MAINTAINED WHEN THE IIQUI , i i � � � �� . ,�.;'�.� . �" " , . ANDIQR30LI�REACHE375%OFTHE . . •.'..:+ . . , ., ; �, :�. . , �: , �'� :.;:t.�.,.. .•• ,C :�p�' . . . . � ::�,: . . . . . „ ... . . . . .. .. � , , C'0�5`���18�SL1�Y'�r.j ���1W1�EY",�.1�B��lB�.`��(�;�9K3�',�O�l�}$;�;5'�,,1�i.,�.,,., ;��� STRUCTURESCAPACYfY70PROVIDE Q(CAVA D ' . ' '"'�" � ADEQUATE HOLDING CAPACI W A � �' �� . ,,. : .. . . . : . .. ..,,, . ,. . . . :.... : : • • •.• � i '#�� :. •. •:. :. . . . �;}��, �ett�n�area ta r�l�t�v�.se�un� ��s`e�1tt�i�nt's1ialT�e;�are�eti��I froiu � . ry ►m .. � � fiber mulch is the onl available mulch during periods when straw � ' � � .. . M�N� , ,2�NCHes oF F OARD.. N . . �CIl }r � ,,. . . , �I���1�SCQ���` a .. MUM REEB CIASS p� . ,. . . � ��tt�p�;wate�r������,' � � � . . s ould.be use :. 1 .at.a minimum:ratp af.20QO lbs./ac.;,or 45.lbs./1000 sq. ft. � .. : . � � . � . .. : � - os � . � �► �PP Y . �`...�. • � , y •.' 's° .: ' � 3.CONCRE A9H0 T S ItUC URE . , .. . .... , . ... ., ;....•. . ���. �.� PLAN TU BE CI:EARY MARKED WITH SIONAGE� . . ., , . . . , . _ . . ,..; ,,. : � . . . . . •, `.:. . . >.,�::. • . � , . . . .� • ' :,. , . , r... • �:+ ; .... . � ,: � . ,. • .,. , . . . . ... . . , . .. . . . . . /+� p . ,. . . . . . . . . • , • , • , ,, . : . . . . ., . : . � . , ';,',�:'; 1 NOTINC3 DEVICE; ' c�oss��:�sECYioiv e� � � �aJ 4. Yd � . . :.. ,.. :� . �, :., � . ., � �.° � ; E WASHO , . : � . . � . ..•.� . . • :.t:� �.. .. � . :.: . "•. . :� t ., .�..'.. ; ... �D NOTTOSCALEUT . . ...,. ,• ., ' `: �•� ABOVE G �� � �' STRUCTURE ���� ; ,�, .. • ;. .. . : � . e Va DSW • � , i � Source: Va. D5WC .:.: ...: . � �;.� ' � �� . . � . . ... . . ..... „ , ....... . � . . .. . . ; . . .:.. :�:,,'... : ::;. . . .. . . • • . • � � . . . . . . . . . . ,,,.. ... ,. ;. : ��� .,:.�•':., . ... , ,.....�:,. .: .. ... .. �� � ,�.:. .. � :>:'.:;. ... Scturc • � C . .,:�. . .. . .. ... , " � ... .. .. :..,. .. . .... . . ...... ... ..... . � : NO FOR ONSTRU� �:. �. . :� � Plate 3.26-3... ... ,. . . • T CTION , �� �'age 8 of 23 : � . . I � .. ,, . .. , I . . � .:. .II - 244 i o III - 353 � . . . . . . . . ..... , ,. . ..:. . ...:.... , . . N � • ' m „ . ... O ' • N O N ' � O] (D 'i � �' 1-26-19 , � AUGUSTA PFIOFESSIONAL PARK LLC, TAX MAP 69-20 6 z08 ', . ' DICK WOODS ROAD SHEET 4 I � �� ���� � S � Eri�in�er�in� �t Desi�n Stuclic� � � �-�n 128 West Bruce Street � � Harrisonburg, VA 22801 � � � (540) 228-0202 --� � — � — C O ,,���,� = C .! t�tt c�h. '. � � SHEET INDEX '��y�� v���'. —� 0 r� � �f�: � � ♦ v�E�`l'EI ( . E OU�EZ[C[<%�� � o � � C - 1 � 01 EXISTTI� � C � NDITTONS P � RI� �� � ` �;� L.�1G�. I�C). U�{l�I-,Jr{ � � C - 1 , 02 ST � RMWRTER & GR � DING P � Ri� ��.�.��,"`ay �4' �z°�.q���� � � L�;■' C - 1 � 03 ST � RMW �ITER ERSEMENT P � �1I� ��'�:"��r�����,.• ������ •..• , C - 1 � 04 PRE & P ❑ ST DE �/ E � OPMENT DR � II� � GE P � �11� C - 1 , 05 PD � � UTI ❑ N PRE �/ ENTTON P � � I� C - 2 , 01 DETRI � S & �I � TES � C - 2 , 02 �, DETRT � S & N � TES �s ST - 1 , 01 TEMPORA � Y SEDIMENT TR � P �� � 0 � �--- � I �----, I ; `�� —� o �� N 8� �� N S O� N � — �,�� .�' Q � \ � � ___- N z � --- . LL O � �.�� � o � � ; _ - Q � �IMTTS ,_ --=� :�.; , . �., O � � ' �� WPD C� � � �.. _ �LI -J � z^ � _ . .� . . , , �� � � �� � ��� — ��� �� � � � � . � � � : .. � � � � � � � � � � � J o �� � ., Z o _ � � � �. �� � � .,•,, �-- �� �---�� ���� � � � .� � � , � � ����-� � �� -�' � � �'��� --� _� �, (� 4 � ---� � _____, C.L c� � � � � W � ����� o � � � � � �� � � � �� �� � W � � ������ �� � � � '�' � � _--�" � �, ; \ go0 � � �. � . C,� � � �0� � / R�N J � � �� � N D � �C i -� �__.-- ,� F 0 U = , U � -' Q � �� \ Z �T' \ �—, ._._— � \ �/ �-�'— ------ � �--�� ��----- �V / �� —� I � � ��� — _____ —" E X T S T I �l G � E G E �l D N�� � u Descrtption Date � 1 o nt Review Comments 4/19/19 / / �_ EXISTING C�NT�UR 2 County Review Comments 5/14/19 i �--�" � L T M I T S �� W P 0 � � -�' �N� - - - - Zoo' CREEK Bu�-��� i i , PS�M � E � /� 3� ROAD CENTER LINE ��� � �� 9 / / P � / � �� O�j � R�AD EASEMENT �P 9 � �00 / / \ G\ ' — — -- — PROPERTY LINE . , 0 VSMP Permit Review � Not for Construction �' � , / �XISTTNG C�NDITI�NS ��o-�-ES: EXISTING CONDITIONS ; / / • SURVEY DATA F"R�M TOM SHUMATE SURVEYOR, INC, 1000 WEST MAIN STREET WAYNESB�RO, VA zz980 ' � CONSTRUCTI�N REC�RD DRAWINGS �JILL BE REQUIRED BY THE C�UNTY ��R STCIRMWATER F"ACILITIES, PLAN � • S�?LS GR�UP: HAYES�/ILLE L�AM, HISG B � Project number 18023 / / Daawn by APRIL 19� ETS / SCALE� 1" = 30'-0° Checked b soR Y 30 15 0 30 60 �� � . O � Scale 1"=30' NOTE� • SURVEY DATA �ROM T�M SHUMATE SUR�/EY�R, INC 1000 WEST MAIN STREET WAYNESBOR�, VA 22980 • C�NSTRUCTI�N 0� �OREBAY AND DETENTI❑N BASIN SHAL� NOT TAKE P�ACE PRI❑R T� STABILIZATI❑N OF� THE C�NTRIBUTING DRAINAGE AREA, • THE ST�RMWATER MANAGEMENT �PEN SPACES ARE SUBJECT T� THE GUIDANCE SET ��RTH BY DEQ IN THE VIRGINIA ST�RMWATER MANAGEMENT PR�GRAM, THE AREAS WI�� REMAIN UNDISTURBED IN A NATURA�, VEGETATED STATE, EXCEPT ��R ACTIVITIES AS APPROVED BY THE L❑CAL PR�GRAM AUTH❑RITY, SUCH AS F"❑REST MANAGEMENT, ' C�NTR�� ❑F� INVASIVE SPECIES, REPLANTING AND REVEGETATING, PASSIVE RECREATI�NS, AND �IMITED M�WING C4 � I TIMES ANNUAL�Y) • C�NSTRUCTI�N REC�RD DRAWINGS CAS-BUILTS> ��R VSMP WILL BE REQUIRED BY THE C�UNTY ��R ST�RMWATER �� Q , JQ� Q (� �httLi/www aEber�arle or -/�u l `�/ j/ `/ `/ 02 p� g p oad/ir�ages/�orr�s_center/ Fr�Jinc�c�rinc� �, Dc:���ic�n St�_idio _ � Departr�ents/Comr�unity_Developr�ent/forr�s/Englneering_and_WP�_�orr�s/ � � WPD_VSMP_Construction_Record_Drawings_Policy_23May2014,pd� 128 West Bruee Street • ST�RMWATER QUANTITY REQUIREMENTS ARE MET THR�UGH A DETENTIDN BASIN SIZED T� ACCEPT � & 10 YEAR-24 � � H�UR ST�RMS WATER WILL BE RE�EASED AT OR BE��W PREDE�/ELOPMENT RATES,ST�RMWATER QUALITY Harrisonburg, VA 22801 � - REQUIREMENTS ARE MET THR�UGH DEDICATED ��RESTED OR VEGETATED OPEN SPACE EASEMENT C4,2 AC) AND I N F I E�D �I O EXTENDED DETENTI�N POND, �540) 228'OZOZ • SDILS GR�UP HAYESVI�LE L�AM, HSG B ;i D� � JEF� �� • IMPERVI�US AREA� 1,01 AC gY MR • � • DISTURBED AREA 2,09 AC PR�JECT REQUIRES VPDES C�NSTRUCTI�N GENERAL PERMIT • PLANT 1 GA�, CREEPING JUNIPER CJUNIPERUS H�RIS�NTALIS) AT 1' �,C F�R S�IL. STABILIZATI�N �N ALL SLOPES ��� T STEEPER THAN 3H 1V, C16 800 SF�) �� LO � O . W�RK WITHIN VD�T RIGHT �F� WAY REQUIRES C��RDINATI�N WITH VD�T/VD�T LAND USE PERMIT, ",. �'a�� l� ��'' ;�� � 6 � z • SEE SUB201900053 FOR ST�RMWATER ACCESS EASEMENT PLAT �p�``� � ��-, � � +� � � � ��>FTH QDF;RfCh � � ER�SI�N AND SEDIMENT C�NTR�� SEQUENCING � � � �I.ic�. No. 0��1-'!:i•1 � � '"� • A C�PY �F ER�SI�N & SEDIMENT CONTR�� PLANS AND PERMIT MUST BE KEPT �N SITE AT A�L TIMES �,�; May 14, 201q �' � • ALL PUMPING �F SEDIMENT LADEN WATER FR�M EXCAVATIaNS SHA�L BE THR�UGH A SEDIMENT FILTER BAG �VER A f�. � • STABI�IZED SUR�ACE ��>'/����` �'�� f • C�NCRETE WASH WATER SHA�L BE HANDLED IN ACCORDANCE WITH LOCAL �RDINANCES IN N� CASE SHAL� IT BE ������ � ALL�WED T� ENTER ANY SUR�ACE OR GR❑UND WATER SYSTEMS, � ` • SPECIAL CARE SHALL BE MADE TD AVDID SEDIMENT TRANSF�ER T� D�WNSTREAM PR�PERTIES ADHERING T� THE � \ SEQUENCE BEL�W IS CRITICA� TQ THIS REGARD, INTERCEPTI�N T� DISCHARGE TO • ND TEMP�RARY ER�SI�N AND SEDIMENT C❑NTR�� MEASURES SHAL� BE REM�VED WITHDUT THE PRI�R APPR�VAL �F� UNDISTURBED AREA AS SHEET F�L��n,/ THE EROSI�N AND SEDIMENT ADMINISTRAT❑R OR DESIGNATED REPRESENTATIVE� EXTEND BENCH 1O� BEY�ND CUT S��PE �RADE BENCHES T� INTERCEPT 1, C�NTRACTQR IS T� SCHEDU�E PRE-C�NSTRUCTI�N MEETING WITH C�UNTY AND ENGINEER �� RECORD AT O% T� NATURALLY DISPERSE SHEET �L�W SUR�ACE �L�W DOWN SL�PE 2 N�TIFY CCIUNTY AT LEAST 3 DAYS PRI�R T� �AND DISTURBING ACTIVITIES y � � � 3, THE C�NTRACT�R IS RESP�NSIBLE F�R MP�INTENANCE �� ALL ER�SI�N AND SEDIMENT C�NTROL MEASURES� � I -� �� � �<� _ 4, INSTA�� CONSTRUCTI�N ENTRANCE, PERIMETER CONTR�LS CE,G� SILT �ENCING), C�NSTRUCTI�N RDAD STABILIZATI�N, GRAVE� DRIVE/STAGING AREA 5, WHERE C�NSTRUCTI�N VEHIC�E ACCESS RDUTES INTERSECT PAVED �R PUBLIC RDADS, PR�VISI�NS SHA�L BE MADE O� 82� + 825 ��� � T� MINIMIZE THE TRANSP�RT �� SEDIMENT BY VEHICULAR TRACKING �NTO THE PAVED SURFACE, WHERE SEDIMENT IS I I { � I M I T S �� D I S T U R B A N C E TRANSP�RTED �NT� A PAVES OR PUBLIC RDAD SURF�ACE, THE ROAD SURF�ACE SHALL BE C�EANED TH�R�UGHLY WITH � a2o DRY METHQDS CN� WASHING) AT THE END �� EACH DAY, �lar � e15 , e16 ' AY T P BACK AT ��1 MAX 6, INSTAL� PERIMETER CONTRO� MEASURES P�ND C�NSTRUCTI�N ENTRANCE, ` �6 , s�s � CU S�� E 7, INSTA�� TEMP�RARY SEDIMENT TRAP� �� & STABI�IZE WITH CREEPING , � , 8, C�EAR AND GRUB SITE, e�`° ' ' ' aio ' { ' ` ,.�UNIPER 9 REMOVE AND ST�CKPILE T�P SDIL ��R REUSE AT CL�SE ❑� PROJECT, , �-- .___ - , . { , � � ---=- ^ ' 10 C�MMENCE R�UGH GRADING, CUT AND F�ILL, PLACE FIL� IN LI�TS N� GREATER THAN 8", C�MPACT T� 95% MAX � , __ _ �',�--�---_ ___�°-T'-_ � , �' ' 8�° CEPTION TD DISCHARGE TD ����_� _ -- �_ PR�CTOR DENSITY DD N�T P�ACE �ILL IF� IN SITU S�IL OR �IL� MATERIAL IS SATURATED �R �ROZEN, ,i����%_ -" --- __ _� _ INTER 11, INSTA�� ST❑RM DRAIN SYSTEM AND INLET PR�TECTIDN AS EACH INLET IS INSTA�LED AND CU�VERT PR�TECTI�N, , /,!�%;�� /�- ' - �'"='�=-_�_,.�,= � s,s UNDISTURBED AREA AS SHEET ��OW lz, INSTa�� sITE uT1�ITIES, � � � ��✓� ��\ `�� \ �••-� EXTEND BENCH 1O� BEY�ND CUT S��PE 13, A�� TRENCH DEWATERING SHAL� BE THR��UGH A SEDIMENT FILTER BAG, � � %`��/ �/ 4.0 0 �� �_` �����,..: ' � l'/i--�' � - ������ �\ "�- AT �% TD NATURALLY DISPERSE 14, BRING BUIL.DING PAD T� GRADE N j � , �� \\ \ 8 � 15, INSTALL BUILDING ��UNDATI�N � N ' ����� �'� ��� � ����� ��� --�-���'`� '`� ��� � � ,ro � SHEET ���W 16, BRING PARKING AREA T� GRADE AND STAB3ILIZE, , � � � V �� - ��� u��� �li���L � ������ ,� � . � 17, F�LL�WING STABI�IZATIDN �� REMAINDER �� SITE, WHERE �EASIBLE, C�NTRACT�R SHALL DEWATER ESC METH�DS �' � � 804� -:' %.UU �� WAI E-A @� % -� _ ��� �����\8 ' THR❑UGH SEDIMENT FILTER BAG, REM�VE AND STABILIZE SEDIMENT �N SITE, � � � ' , 18, DEWATERING AND DECOMMISSI�N SHALL BE MADE DURING A DRY PERI�D WITH N� RAIN PREDICTED, �ILL OPERATI�NS C� Z � � , �1 , ---� � __`,- `� 8 01� �� °s /���--- � �� { IN DIRECT PR❑XIMITY ❑� ESC METH�DS SHALL BE MADE LAST, - � � O , / � j { 19, C�NVERT TEMP�RARY SEDIMENT TRAP T❑ ST�RM DETENTI❑N BASIN, TRAP WILL BE DEWATERED, DREDGED, AND � O � � ` � � � �� , , REGRADED, � O � � �/� j 19,1, ALL AREAS DRAINING TD DETENTIDN BASIN SHAL� BE STABILIZED PRIOR T� C�NVERSI�N, � \ � " ` � , �� i � � �� / �� � , � _ 15 RCP UNDER DRIVE 19,2 ASSEMB�E CONSTRUCTION MATERIALS ❑N SITE AND ENSURE THEY MEET DESIGN SPECIF�ICATIONS PREPARE STAGING O , � IMITS \ � �1/ :;, , , 8, --- � aREA � � ` , i .\, ,\ � v� 0 58 @ 5 4/ � ✓ -- '��.� � � 19,3 INSTAL� TEMP E&S CONTR�LS, � � �_ �'� � � W � � \t�, � � � _ ��, ,^ ST❑NE ARM�RED SWALE-B 19�4, EXCAVATE C❑RE TRENCH AND INSTALL �UT�ALL PIPE, � � � ��� �;�� �� ��� 45'X8�-8°X1� 19,5� INSTALL ANTI �L�ATATI�N BL�CK, RIS�ER AND ORIF"ICES, ENSURE INVERTS ARE AT DESIGN ELEVATI�NS� � � � � � '\� , 19,6� CONSTRUCT EMBANKMENT AND INTERNAL BERMS, IN 8-12" LI�TS AND COMPACT TO SPECI�ICATI�NS� � � � � 0 19,7� GRADE BASIN TD �INAL C�NT�URS, ENSURE SIDE SLOPES AND INTERNAL VO�UMES ARE MET� � � � \`<�, ��� ,S� � 19 8, INSTAI�L ST�NE ��R INTERNAL WIERS, SWALES, AND �UTLET PR�TECTI�N, i I � N _-- � '�' - 1 MAINTENANCE EASEMENT 19 9, �/EGETATE AND STABILIZE BASIN, , � Q � . , � � r.\ � �� '':,' ' ,' ; AR�UN� BASIN �0, UP�N TEMPORARY CESSATIDN �� AN EARTH DISTURBING ACTIVITY �R ANY STAGE �R PHASE 0� AN ACTIVITY WHERE A O CESSATI�N ❑F EARTH DISTURBANCE WILL EXCEED 4 DAYS THE SITE SHA�� BE IMMEDIATEL.Y SEEDED, MULCHED �R � � Q �J , ,. O� ;F { I OTHERWISE PR�TECTED FR�M ERC7SION AND SEDIMENTATI❑N PENDING FUTURE EARTH DISTURBING ACTIVITIES � � --� F� / g , ° � 21, IMMEDIATELY A�TER EARTH DISTURBING ACTIVITIES CEASE, THE CONTRACT�R SHA�� STABILIZE THE DISTURBED r/'1 � CJQ \ I � ti ��- F�OREBAY 4�5 CU �t WITH AREAS, IF WEATHER D�ES N�T PERMIT VEGETATI❑N, MU�CH MUST BE APPLIED CVESH - 3,35) i �� J (� � Z F �v ARM�RE� SPILL�✓AY �2 IN AREAS T� BE T�PS�ILED AND PLANTED SCARI�Y SUBS❑IL 6 TD 1� INCHES PRI�R TD P�ACEMENT �F� T�PS�IL, A�� � � Q `��0 1��� O " � � \`', �7�X8�X1 5� EXCESSI�/EBY WETETATED SHA�L HAVE 4 INCHES MINIMUM T�PSDIL, TOPS�IL SHALL. N�T BE PLACED WHEN �ROZEN �R _ O \ , ��. � P � �� � Q ��. �\G �� O � , Q S��\v �� � � � � .y ` , / ST�RM F�L�W TABLE CC�S) o� � / � � \� - � „� ~ � �� ap0 / ( �, � 1YR-24HR �YR-24HR 10YR-24HR 100YR-24HR � �0 � , „ �. / IRON � � � � � / � ' 1. '', /� U N D PRE DE V 0,827 1 726 5 142 12,96 � U -� � � F 0 � � ` \ \ � �95 , , i ..// P�ST DE�/ 0 1901 1 105 5 016 10 98 Q ,,, . - -_ � 4H�1V S��PE � , � � ,95 � � I,{� �/�- � ��; '� / ��ti� �5 � � �--� RUNO�� �T�RAGE VOLUMES CCUF�T) � \ \ � � DRI�/E SL�PE N�T T� EXCEED \.\ •� � ` 1YR-24H'R �YR-24HR 10YR-24HR 100YR-24HR � „ 15% ` � � �- � _ � �� �y6.5 _ �� MAINTENANCE EASEI�IENT P�ST DEV, 4019 4744 7538 11278 1 � \ � \ �9' � � 10' ARDUND BASIN AND �UT�A�� 14,4z� No. Description Date STONE ARM�RED SWALE-C -- _ BASIN CAP, 1 �oun Rev�ew�omments 4119119 5 0'x 8'-8"x 1' � �-�"��_ 2 County Review Gommenb 5114/19 \ � • ' _ � � / 4' AQUATIC BENCH � IMITS o � wPo �. � -- -%, �� � �T PR � P � SED � EGEND , / � 4 8 C M P R I S E R W/ A N I T-��D A T A T I D N B A S E ��REBAY 200 cu f t / �� ' AND ANTI-�/ORTEX TRASH RACK WITH ARM�RED SPI��WAY '` ��92 �� RIM' 794�00 SOIL �oRIN� �oCaTION 27'x8'x1 5' < / � �� / �� ' 2,25° �RI�ICE W/ SN�RKE� INV�� 790,5 � � , S OS �' C6� 6" ORI�ICE INV� 79� 75 SPACED 24" ��C � � � �IMITs o� D�sTURBANCE / �P '� ��0 18 DUT INV 7�0 5 / � �� > DIT�"'SWA�E VSMP Permit Review 18" HDPE BASIN DISCHAR�E 170 �� 18" O STORMWATER DETENTIDN BASIN INV� 789 65 HDPE @ 0 5% 4H 1V SIDE S��PES - - - EASEMENT �°uNDARY Not for Construction �UTLET PR�TECTI�N - BOTTOM� 790.50 RIP RAP ol_50 6" MAX P���� 794 46 sTORM PIPE STORMWATER & W1= 4'-6" � 4' AQUATIC , BENCH EMBANKMENT CREST 7`�5 9� ST�RMWATER MANAGEMENT NARRAT�VE _ _ , _ , _ _ , _ ST�RM DET�NTI�N BASIN GRADING PLAN �a= 8 P�ST-DEVE��PMENT ST�RMWATER WIL� F��OW ��F THE BUILDING AND ��F� THE GRAVEL W0= 1�-�6�� S�I� B�RING ��CATION STAGING/DRIVE AREA AS SHEET FLOW THE RUN[7�F� WI�L BE COL�ECTED IN SWALES AND � �TYPICAL) R�UTED T� THE DETENTI�N BASIN ANY LOCATI�N WHERE THE SWALE GRADIENT IS STEEPER GRAVEL Projectnumber 18023 / THAN 1% WILL BE ARM�RED WITH RIP-RAP, Date APRIL 19, 2019 � / SCALE� 1° s 30'-0° THE PROJECT MEETS CHANNEL PR�TECTI�N REQUIREMENT 9-VAC�5-870-66 B,3,a / D❑WNSTREAM CHANNEL PR�TECTI�N IS MET THR�UGH ENERGY BA�ANCE CSEE ATTACHED RIP-RAP Drawn by ETS ST�RMWATER CAL.CULATI�NS), Checked by SOR 30 15 0 30 60 DESIGN MEETS �L��D PR�TECTI❑N REQUIREMENT 9�/AC25-870-66 C 1, THE PR�JECT RE�EASES CREEPING JUNIPER � � ■ O� P�ST-DE�/EL�PMENT PEAK �LOW RATE FOR THE 10-YEAR 24-H❑UR ST❑RM EVENT THAT IS , � LESS THAN PRE-DEVELOPMENT FLOW RATE Scale 1"=30' �� ���� � Erlgir��erin� � Desi�n �t�aclic� TO A F TO N 128 West Bruce Street ' 04783� TAX MAP o9 - 20 U TO Harrisonburg, VA 22801 �, � , 8c 2 0� � R TE 2 YA I�1 C E Y (540) 228-0202 � ,� SD MILLS � �� RT z � ,-- � � 692 ��,���,.. � tL 0�- r � � \ � �/��.�ylaL �j! �i � _�_ U � �- �Qr� �� • W / \ o�E�`I'E ( �/,I ,��♦ � UI C f� I TY M AP t . E �c��cc<r�- �[ � � 99 9 � ����C. �O. ����-�,���-J���� Q � = 2 � �� �`�O. Ma 1 2019 ��� � / ♦ .� y 4� � 3,C � �� �Q�E��, �"'� I W / r���v; i�`�'`CS■� � I / O �O � ,`•����♦•• Q � �F� i Q / ,,� . � ��� � � � � �' � � � �, EASEM Ei� TS � � I SITES , / � , � � � �G �--, --" `�P � � �� , i o / � , / / �- � TM 69 - 20 �� � ��� ,-- ZOI�E: RURAL AREAS s �� Cv , ��G� / _._- � N ' �° � -� -� °�S �, TVI 69 - 20B Q / / � � ZONE: RURA� AREAS � / �-- -` . / � � �� � Q �; Q ; / � � N � , � � / � �i� � � � Q ,� � �; , � / � � : � � ' � / , � o � :� � � � _ .- i � - . � . i , � l , _ ��Q� .� � _ , � � q � ; � Po � } 1 / _ , �,.. � : ^ � .. o° � �, � : . , � � '`� � z G �� 1 , ' � � a P �,� 1 -� 1 .� O � � q O Q � WATER � E-- � � � � A�IDERSOf� � �, � � ••., � ! � � ��' / , CREEK � PROTECTI0�1 � � � � � . � a N �-�- � - I - � � � '� P � �- " ` ORDINANCE / i � � � ! � � � , WATERSH �D r �- � UPPER MECr-IUMS RIVER � Q C's i G� / � > BUr �ER z � � I WATER SUPP�Y 8� � O �/ 9 9 / 0 .< � � � P� ,, a � � W � _ -- WATERSHED .� � � � . � �S g 21 � � , C3 �, � o � � � (� W : / 60 - - � — G ' � � i 3 g_- 6- - - L15 �— - � > � � �„u � Q � � .� _�--- - - / / � '�. � � � O C4 L16 � _ _ C � � i WaODS \2 / , o \ O � �� � �� CK � /��lE , l = \ �, (,.) � C � 9 �, \ o,� ,, � R6 3� ,,,.,,,,�� , , � o, � •.,,I � . �� rE � � \ � C� �� ' � '�/-9,� � . -•..� C� C� � �t � C' �, N �`'" , � � � O d , \ �. , � � � � �� � 0 � 386 ACR � S � � � � : � p �, � , STORM WATER POI� D � � �� � ��,, �ASEM E�l T G/i � il � �� � � �� \ � \ t"� ' No, Description Date ' �� �� 1 Count Review�omments 4/19/18 �� 2 County Review IComments 5/14/19 EASEM E�l T AN D CO�Vi POSI TE PLAT � ,, ��, � � ,,, �� � � � �� ,, , ,p , , \ - TAX M AP 69 — 20 8c 20B � '' � \ ;,' ,,`_,--- � _ _ - G% _-, - ( H ��CREST �I �IEYARD AI� D W �IERY �LC) '� � \ �-�; �--�' " - - ----� �O , � � ,, � �,- , � �� F �� s� \ 12�I , "�3 WHITE HA �L DIST� , A B _ MAR �E COUI� TY, �IRG l� IA � ., . a � , , ,/� , �� � �� �� 00 - - - - �.� � �� /�� �5 TOM SHUMATE SURVEYOR II� C � ��' � - -'� � ' ' VSMP Permit Rev�ew WAY�IESBORO, VIRG �l A ( 540) 9422990 � <� , �'�' -� '� MARCH 28, 2019 `� �� � �� � � , - �,- Not for Construction , ' ��j � '�o � �2 L� o �� STORMWATER NOT �OR RECORD PR OR T� COUI� TY APPROVA� `3� EASEMENT PLAN , 6 ---------------------------- �' � Project number 18023 A �BEMAR �E COUI� TY SUBD V S 01� AGEI� T ^^ DATE ` - -� Date APRIL 19, 2019 � O� Drawn by ETS Checked by SOR � C- 1 . 03 Scale 1"= 30' i i i i �� �U�� � = � X = X Er�c�inf�E�r�ing �. De��ign �t�_�c�io � � � --� 128 West Bruce Street � � � � � � n � Harrisonburg, VA 22801 � � o F�E�D � o � � �R A� N �-n � (540) 228-0202 � -� ,� MR . �EFF �, _ - � B TH � C O L 0 — � — C O ��+..�� � Z z Z ���� 1� o/ ��•� , � � � � �,�o � � � ?. ; � �sFTH . � onF;ktcK � � � � � � � � � � �, I,ir. No. C)•11�=1:;.1 = � I � � 0 � �, May 14, 2oa.a ,�, � �> � �,`;\, `� ���I�t�l. _�� ��r \ C��s ��s �� � � 820 825��.���... O I B20 \ e!6 8�5 �-B16 _�,.�- 815�.�,�� 0�� I - _.- 810 __-- I i--� //-,; ---__ __ g�o ` / /'� �--=- _____________ _ _\ 81 � D R A I N A G E A R E A T � O �� � %� / �_____ S DETE �ITIDN BASIN N � � � t �� . ��� _ O� �� �� � N Si • \ �� � \\ 81p 816 � /"� 1 . � �/�' . � \\� p /� eos � � � � ..�� � �._—_.` ` ,, , O , , � - r_ � N z ___---- , /� LL' O __.._- , � �� � o c� \ �� ____- ,, , ; Q � S � � , w N � � e, . � o � ,� , � V � \\ � �/ � � w �—J `c � �� _� � � �� � \ < ` , i � � .J O , s Z o �_ �o � � �S .�, �— �--� _--- ,\ �, . " � u. ; r_ _! s ♦ . > >- �c ----� \ � � �-' O ---� � , � . � � o ___— � � go� C� c� , ��,, Q F , __ c� W o �— ' � 5 �� _ � � � � 1 ,� � W Z 4 � ---' � ♦ �� P , � � p � � � i � � � 800 � 5-��� 1� O � � �, �� aoo � �, � („) � �°° \ �°o � � � � �I � � 0 � � r�1 �95 J = � � ` - �95 ' � � O W \ � \ \ 19,/^ / ---�'__ �95 '/ _..________.— �M �--�� -- W `^/ — �_ "J ' O ^-- � O� � �91 No. DescNption Date � � ----"" \ � � -� _____— 1 Coun Review Camments 4/19H9 / ----"" � ____.-- Z County Revisw Commenb 5/14/19 `� �� � �, / � IMITS 0� WP❑ � �' � N� � IMITS 0 � WPD � � �`" � � , P�S�M� � SEME� � E i , E P� .� � �� �o ��� � �� � ��� � � , / P � � / � j� � s� os / � s� S � EP � �0� � �P / �0� � G`� / � � . . � 0� / �� G VSMP Permit Review / / � E � EN � Not for Construction � / / / — — — — DRP� I �IP� � E DIVIDE PRE & POST � � � � ��.....� � � � W P� R R � W DEVELOPMENT / / RA Project number 18023 E X I S T I �I � D R � I N � � E M � P SCALE: �* = 30�-0* Date APRIL 19, 2019 / Drawn by ETS PR � POSED DRP� IN � GE M � P 30 15 0 30 60 Checked by SOR c- � . o4 Scale 1"=30' __.._.._-._-___.. ..._"_r . ..__.__`_- ___.. __.___ ...__'_'_. .._.. . .....__.__'-_-'_- -. ... .. .--_.._____._ .._ ..._. .. ..__... .._ I �1 � Inspections shall be conducted at a frequency �f (iy at least once every four busine�s days or NOTE • SURVEY DATA �R�M T�M SHUMATE SURVEY�R, INC, 1000 WEST MAIN STREET WAYNESBORO, VA 2�980 (ii� at le�ast once +every five business days and na later than 48 hours followin+g a measurable • C�NSTRUCTI�N ❑� ��REBAY AND DETENTI�N BASIN SHALL N❑T TAKE P�ACE PRI❑R T❑ STABILIZATI�N ❑� THE storm event. In th+� event tha� a rneasurable storrn ev�nt accurs when there are mo�e ihar� 48 coNTRIBUTIN� DRAINA�E aREA. hvurs between business da s, tf"1@ IIIS ectic�� shall be conducted on the n�ext business da • S�ILS GR�UP HAYESVILLE L❑AM, HSG B �nd y � �/ I • DISTURB�DSAREAA2 081 C PR�JECT REQUIRES VPDES C�NSTRUCTIDN GENERAL PERMIT • PLANT 1 GAL, CREEPING JUNIPER CJUNIPERUS HORIS�NTALIS) AT 1' ❑ C, �❑R SDIL STABILIZATI�N �N A�L S�OPES I STEEPER THAN 3H�1V �2� Representative inspectior�s us�d by utility line installatimn, pipetine construction, or other ��� ���,� � ER�SI�N AND SEDIMENT C�NTROL SEQUENCING Stl'T111af linear constr�ction activi#ies shall insp�ect �11 outfalis discharging ta surfa�ce waters = � Enc�inE,e�r�inc�- ��_ De�;ic�n �t�_,dic� • A COPY OF� EROSI�N & SEDIMENT C�NTR❑L PLANS AND PERMIT MUST BE KEPT ❑N SITE AT A�L TIMES, identi�ed as impaired vr for which a TMDL waste�oad allacation has been +�stabl�sh�d and � � • ALL PUMPING OF SEDIMENT �ADEN WATER �R�M EXCAVATIDNS SHALL BE THR❑UGH A SEDIMENT �ILTER BAG �VER A 128 West Bruce Street approved prio►r to the term c�f this general permit. � � . C�NBREITE DWASH�WATER SHA�� BE HANDI�ED IN ACC�RDANCE WITH ��CAL �RDINANCES, IN N� CASE SHA�� IT BE Harrisonburg, VA 22801 — F� EL� AL�❑WED TD ENTER ANY SUR�ACE �R GRDUND WATER SYSTEMS, �� A�N � � • SPECIAL CARE SHAL� BE MADE T� AV�ID SEDIMENT TRANS�ER T� D�WNSTREAM PR�PERTIES, ADHERING T� THE (540) 228'OZOZ MD ` �EFF � SEQUENCE BE��W IS CRITICAL T� THIS REGARD B � r\ H � • T�ETER��S�N AND �SEDIMEN D ADMI ISTRAT�RT �R DESIGNAEEDSREPRESENRAM VE D WITHDUT THE PRI�R APPR�VAL 0� L�T - � - C O �.�+• Z C 1, C�NTRACT�R IS TO SCHEDULE PRE-CONSTRUCTI�N MEETING WITH CDUNTY AND ENGINEER �F� REC�RD �!�`� l-� p�,� Z 2 NaTI�Y C�UNTY AT LEAST 3 DAYS PRI�R T� LAND DISTURBING ACTIVITIES, .�,�,�� �"j� � 3 THE C�NTRACTOR IS RESP�NSIBLE F��R MAINTENANCE �� ALL ER�SI�N AND SEDIMENT C�NTR❑L MEASURES, .�r �'r --� � 4, INSTALL C�NSTRUCTI�N ENTRANCE, PERIMETER C�NTRCI�S CE,G, SI�T �ENCING), C❑NSTRUCTI�N R�AD STABILIZATIDN, � � �?< � � 5, WHERE CONSTRUCTI�N VEHICLE ACCESS ROUTES INTERSECT PAVED �R PUBLIC R�ADS, PR�VISI�NS SHA�L BE MADE � � Sf;TH ODF:RICh i � � I TD MINIMIZE THE 7RANSP�RT �F SEDIMENT BY VEHICULAR TRACKING �NT� THE PAVED SUR�ACE WHERE SEDIMENT IS `� �,ic�. No. C)-� l�a:i�l � � TRANSP�RTED ONTCI A PAVES OR PUBLIC RDAD SURFACE, THE R�AD SUR�ACE SHAL� BE CLEANED THOROUGHLY WITH � �' I DRY METHODS W❑ WASHING) AT THE END �F EACH DAY G,�, May l4, 2O19 �' 6 INSTALL PERIMETER CONTR�L. MEASURES AND C�NSTRUCTI�N ENTRANCE f' � , 7, INSTALL TEMPORARY SEDIMENT TRAP, 1'\��Nr�l� ��'• 8, CLEAR AND GRUB SITE ���1� 9 REM�VE AND ST�CKPILE T�P SDIL ��R REUSE AT C�C�SE 0� PROJECT, 10 C�MMENCE R�UGH GRADING, CUT AND �ILIL, PLACE FILL IN LI�TS N� GREATER THAN 8", C�MPACT T� 95% MAX ' PR�CTaR DENSITY D� N�T PLACE F�ILL �F IN SITU S�I� �R FI�L MATERIAL IS SATURATED �R �R�ZEN� 1L INSTAL� STORM DRAIN SYSTEM AND INLET PR�TECTI�N AS EACH IN�ET IS INSTALLED AND CUL.VERT PR�TECTI�N 1z INSTALL SITE UTILITIES, \ 13 AL.L TRENCH DEWATERING SHALL BE THR�UGH A SEDIMENT FI�TER BAG, 14, BRING BUILDING PAD T� GRADE, � 15, INSTALL BUI�DING ��UNDATI�N, 16 BRING PARKING AREA T� GRADE AND STP,BILIZE � � � � �� 17, ��L��WING STABI�IZATI�N �� REMAINDER �F� SITE, WHERE FEASIBLE, CONTRACT�R SHAL� DEWATER ESC METH�DS �J � , , 1 THR�UGH SEDIMENT �ILTER BAG, REM�VE AND STABILIZE SEDIMENT �N SITE, /�eeo { ers ` 18 DEWATERING AND DEC�MMISSIDN SHALL �E MADE DURING A DRY PERI�D WITH N� RAIN PREDICTED, �ILL �PERATIDNS �I� � ' , e20 � � I M I I S � � D i S T U R B � N C E IN DIRECT PR�XIMITY �� ESC METH�DS SHALL BE MADE LAST �It --�---.y_ 19 C�NVERT TEMP�RARY SEDIMENT TRAP T� STdRM DETENTIDN BASIN TRAP WILL BE DEWATERED, DREDGED, AND 1`�: a,5 { , e�s 816 { ` REGRADED, �� � 191, A�L AREAS DRAINING TD DETENTI�N BASIN SHAL� BE STABILIZED PRI�R T� C�NVERSIDN $�o , " ' { j 19,2 ASSEMBLE CONSTRUCTI�N MATERIALS �N SITE AND ENSURE THEY MEET DESIGN SPECIFICATI�NS, PREPARE STAGING � �, , � - , , 810 � { j , { P �RT - A - JOHN � �CATIDN AREA � � � � 1 19,3, INSTALL TEMP E&S CONTR�LS, , —'_" — _ __---_ �_-�.., � ' � ' , — _. I �������-� �! _- _�_� �-�_-'-----�--- 8�0� N�N -H A Z A R D�U S W A S T E S 19,4 EXCAV ATE CORE TRENCH AND INSTA�L GUTF�AL� PIPE. _ ��_ _ - �� �� ___ "�---�-___=°--__,� a --- ; 19,5, INSTALL ANTI-�LDATATIDN BL�CK, RISER AND ❑RIFICES ENSURE INVERTS ARE AT DESIGN ELE�/ATI�NS. � � � �-���"='-- `\ ' � s's D �'M P S T � R I 19,6, CONSTRUCT EMBANKMENT AND INTERNAL BERMS, IN 8-12" LI�TS AND C�MPACT T� SPECIFICATI�NS, (V ��j i � '�---- --+��� �•�-- I 19,7 GRADE BASIN T� �INAL C�NT�URS, ENSURE SIDE SL�PES AND INTERNA� V�LUMES ARE MET, ' � / _/ / ---`_`_ � , 'fi -'� �-- ��� �� -'- 19,8 INSTA�L ST❑NE �OR INTERNAL WIERS SWA�ES AND �UTLET PROTECT N � ;/�� '"� \ � I---'" .---- ���\\\ 8 -%/�"C U � U E R T I � � E T 19,9, VEGETATE AND STABILIZE BASIN I� N � I � � '� �='� �` �� , '10 ' , 6 p 20� UP�N TEMP�RARY CESSATI�N �� AN EARTH DISTURBING ACTIVITY �R ANY STAGE �R PHASE 0� AN ACTIVITY WHERE A � N �/ � ti / \ � / ��\\,,� { R 0 T E C T I �N CESSATIDN �� EARTH DISTURBANCE WILL EXCEED 4 DAYS THE SITE SHAL� BE IMMEDIATE�Y SEEDED, MU�CHED OR � C i ; ; � �, eo ` Q I i o ��j� � � � S , �THERWISE PROTECTED �"R�M ER�SI�N A�JD SEDIMENTATI�N PENDING �UTURE EARTH DISTURBING ACTI�/ITIES. Q � � { � � - -��f"�'� � � ' I 21 IMMEDIATE�Y A�TER EARTH DISTURBING pCTIVITIES CEASE THE C�NTRACT�R SHALL STABILIZE THE DISTURBED N Z • �• � � �- �` '� , ' , AREAS IF WEATHER D�ES N�T PERMIT VEGETATI�N, MULCH MUST BE APPLIED CVESH - 3 35) _ j ':\ � � � P A I N T , S T U C C � ' S� � V E N T 22 IN AREAS T❑ BE T�PSDILED AND PLANTEIl SCARI�Y SUBSDIL 6 T� 12 INCNES PRIQR T❑ PLACEMENT �� T�P , A � O SaIL LL � \ ���� �_ ,' ,j S T �R A C1 E A N D C � E A N C� U T AREAS TD BE VEGETATED SHALL HA�/E 4� INCHES MINIMUM T�PSDIL T�PSDIL SHAL� N�T BE P�ACED WHEN �R�ZEN ❑R I O �� , �j EXCESSIVELY WET. � � � IMITS /�/ - � ❑CATIDN, SEA � ED / SHE � TERED � Q , , , � �� � P ' � - � i �c � __ , 8 0� WP� � � �� �; � � �/ � .:- � � � �` ,� �, ' a ,,� � ' , � s � � � � �, ,, -� u �����, � � �L! --! � � � \ � � � ��� � � ,, � , --.� O � � \ � _�� , � � os Z O .� �o� . ,, , � � �� � N . _ ,, � � `"'- � � �� . � � ��� Q � � � � O , , , . , . � �� �� � � ; ! . ._� Y�.,.. J /^\ ^ ���`� .. . O /X � O � � F� g r' --_- � � Q � �� PR � P � SED � E � END � �I o �Z � ��� � , � �o ,, �� � � � � Ll �\ � 1 � I�O ��. � � •� �IMITS 0� DISTURBANCE �_ O \v /\ ' � �� ' ��, �G � '��� � �� ���� � / �' �. ��� / � DITCH/SWALE � \ ���� �� o � � / V � � a� � � ��� ;� � /� N — -!- — — EASEMENT B�UNDARY � '�, � � 0 / �R� � � � � SI \ \ / � �95 '., FOUND STORM PIPE = � '� � � � � � � � '195 r- � � � � � � � � �� � � ST�RM DETENTI�N BASIN � � � '� \ �� >' � ����� � � � i � � .� �q5 _-� � �•.� ��_ ,, - � � �-- _ GRA VEL � � �---- ----- � O q� � �� "�..1-� \ � .�--- R I P-R A P No. Dsacrlptlon Dats /�/ � ---' 1 Coun Revlew Commenb 4H9/19 '' �� CE 2 County Revlew Commenb 5h4/19 � � CE CONSTRUCTI�N ENTRANCE C3�02) , _ _ , _--- ,s ENTRAN o ___ � IMITS ❑� WP� - -- , � � -� N�-� -�� gE USE� �, 'C� -��- - - �.ME-N �RING GRA��NG -x s� SILT ��NCE �305� � � --� _ /-- , � � � -- �� < � �� �- � • R A I �f T� T� T�P S�ILING C3 30) -� Q � � P�� � GAUGE /: � S\ ' OS TS TS TEMP�RARY SEEDING C3 31) � � ,_ EP � ��0 G� S E E S H E E T S T - 1 � � 1 � �R � CIP CULVERT INLET PROTECTI�N C3 08) , , / �\ PRE � IMINARY C �NCRETE SEDIMENT TRAP & DETAI � S VSMP Permit Review / PS PS PERMANENT SEEDING C3,32) Not for Construction W� SHDUT � �CATICIN , / C �NTR � CT �R M � Y C �{A�f �jE MU MU MULCHING C3,35) POLLUTION / � � C A T I �N I N � I E � D DC DC DUST C�NTR�L C3,39) � � -- O � PREVENTION PLAN / ST ST TEMP, SEDIMENT TRAP C3.13) Project number 18023 � � SCALE� 1� = 30'-On � � � � LIMITS �� DISTURBANCE Datc APRIL 18, 2019 / Drawn by ETS 30 15 0 30 60 Checked by soR C- 1 . 05 Scale 1"=30' � � TABILE OF CAPACITIES, DIMENSIONS AND QUANTITIES � � \ ��� � ��1 �' �� � U�J � �JILi1([ b � J([ 1 �' �JK.i � 60" DIAMETER RISER (MAXIMUM BARREL = 48" QUANTITIES � W = 9' Oa rod - 3/4" dia, Baffle Plate Ob rods - 3/4" dia Oc rods - 5/8" dio. �� � �� � ���� Connecting p (Weir Flow c.f.s,) H (In.) R (In,) X (in.) Y (in.) S 0 (in.) Total (Lg.) No. Req'd N (In.) M (ln.) L P F V No. Req'd r (ln.) Length (In.) No. Req'd r ln.) Length (In.) z B�nd Length �"" � A � 238 33 31 3/4 39 1/2 75 1/2 2 3/8 81 3/4 167 1/4" 30 17 7/8 6 3/4 160" 60" 57" 24" 3 75 472 1 36 164 � ��� ���� � � ENDwa�� � Ya" Thick Polyethylene Sheet TABLE OF CAPACITIES, DIMENSIONS AND QUANTITIES 60" DIAMETER RISER (MAXIMUM BARREL = 48" DIAMETER) � � Nylon Or Stainless Engine�ring �t. Design Stuc�ica O Typ y � � � � Steel Bolts � Pi e, 36" RCP ,, �� p �28 West Bruce Street �� �� '� �. Steel Anti-Vortez a � �d rods - 1�2 dia. �e rods - 3�4 dia. _,. . _ � f� Baff�e, M�n�mum ° � � � Harrisonburg, VA 22801 � �,,;'%' No. Req'd r (ln.) Length (In.) No. Req'd r In.) Length (In.) �� w � ' `�. `� ' - � Thickness 10 Ga. S � � _ �`\ Flow � \_ �''� �`'� �.r"" ,� ' � ,:.<'" f � 1r Z 37 Z33 2 Str �j1 O � TOE OF FILL CULVERT `� O -� � � � (540) 228 0202 , � � � � -�-- - n i �� �, .�. � v -� �o ....,,, . I j ., ... ♦:-- d .. . b � � , `� -�- �- f� rods - 5/8" dia. Top Plate � W �' -- t . �. / ' r ' - �� , °' „ I „ � .. ti . ...._� � A e z 1 radius , Q � o � 8„ EquClly� 8" ��- - � 8 Fqually 8 A _._ t � � No. Req d r (In.) Length (In.) Dia, F-- � � � ��- b _�....��� " . � � �� ��-.....�.:� 5�8>, Steel � � N ,�, , 1 52 327 C� W SpaCedl paCed � Continuous 1" Min Width Stainless ��� � ,,:.W�"'". ,�►�` , '.,.!^:> � ,, :., p d � � .. Pl as t ic , ., _ H OF �; '� `,, To Plate c N 1' radius � W Weld Steel Clamp & Connector <���:�` �~ �y ~"""� FABRICATION NOTES �;. � Welded Steel » U � Both 5ides p� �'� ;' l ' '� Pipe Riser ��NSTRUCTION � 1. Weld 3�b , c�,De and�f rods to a�rods and weld a0rods to top plate. .Q U y / �, � DIAGRAM 2• The trash rack may be fabricated in identica� halves and attached to � z , � N (Spacing At x the baffle ptate with 1/2 inch diameter U bolts spaced approximately O A � � ;RTH ODFRICh � Extremity Of Rods) FOR n RODS 12 inches C-C along the vertical and inclined sections of the a�rods � U � � � I,ic�. Nc�. 0�11-�:��'tw, i 1�2" Dia. Cast M (Spacing At Pipe) next to the baffle plate. Q � E�EU/�T��N SECTI�N ,�- A G,f, May 14, 2019 �' � Lug Fasteners BEN�ING �IA�RAM 3. Q in the table is based on weir flow for the indicated depth of f{ow � W � � P�AN a Bar Modification F- roE oF =i�� ��ti'�, �� � 0 FOR Ca� RODS (H), using a weir coefficient of 3,33. W ° � \���1��11-. ��� 4. Trash rack to be fabricated from smooth round steel bars conforming � � NOTES: Steel Anti-Vortex to ASTM designation A-36, � Q si�T FENCE � o 0 1. Pipe, connecting band and seam coating can be either silicon �� L Baffle, Minimum 5. Surface Preparation; So�vent cleaning shall be used to remove any oil, - � * DisTANCE is 6' MiN�MUM iF F�ow caulk (recommended), or mastic (asphalt or tar based) �� F Thickness 10 Ga, qrease or other soluble contaminants from the surface. After solvent � ^ is TowARD EMBANKMENT 2, Apply silicon caulk, tar or mastic to bottom half of connecting 5/8 Steel Plate �..�--� , cleaning, sand or grit blasting shall be performed to remove dirt, rust U � band and lay pipe on connecting band. 5/8' Steel Top Plate � �'� f mill scale and other foreign material or residue. �p F�ow ,y � Apply silicon caulk or mastic to top hal o collar an set m � ; �'� � : , > 6. Painting: Two coats of paint shall be applied as foUows. One coat of place, lining up bolt holes. �rill 5/16 Dia Hole And Insert Epoxy Polyamide Primer and one coat of Epoxy Polyamide Finish. 3. Install damps on split halves of collar qnd tighten bolts and clamps. ��� .. .� `, ` � �� (f� * 4. Apply silicon caulk, tar or mastic on seams as needed to insure 1�4 Dia. Galvanized Bolt, Lock 7, Outside diameter of riser is 72 inches, Allow 1�4 inch cfearance for N-,i� � � a good seal so that completed installation is watertight. a 1Washer And Nut As Retainer ease of lnstallatfon. �� ������ � ���� �, � ��� ���� _ �� ror 7/8" Dia. Pipe `� � � � � 5. Backfill and hand tamp soil around completed installation. ,, � Anti-Vortex 6.. Polyethylene antiseep collars can be used on corrugoted and smooth __ __ � Cut aQ Bar a\�1 Baffle Plate z � PVC plastic, smooth steel and galvanized pipes, N 4'�t � . � • � b 7�8�� �ia. �� Weld 7/8" Dia. Pipe �a�� � � �.o' �.5' � e „ , Pi e�� To Qa Bar As Shown 1/2 Dia. Cast �� �Rod 1/2 Dia. With p O�,,����Cut a�Bar Lug Fostener O � � Threaded Ends and 1/2" '�bJBar �� X Antiseep Coll�r Plpe 72" O.D. X Dia. Cast Lug Fasteners �•►�• � � B A R M O D I �I C A TI O N BENDING DIAGRAM BENDING DIAGRAM p�I��EN�G-75 FLow �' X-# SCALE� N.T.S, ^� SECTIOI�IA� E�EVATION A- A (OPTIONAL) FOR RODS FOR� ,Cc�&�RODS P0e , of , - 2.5 � Sheat of N � N ,�. � � N i *VDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE CLASS I RiPRAP �� � TO REPLACE SILT FENCE IN " HORSESHOE " WHEN � � ��� ��� ��,\ � HIGH VELOCITY OF FLOW IS EXPECTED O ,�,_ � � ,��� N z �::�� ��� �� ,� , p r-n .r�c n •�r+�T � I ! ' � I 1 � � v � � SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08-1 � O �/ � � � � I � � • �a CU� SL ��� O , � a � . � � � � � � � �� ��p� I�I�E1�SIOI�I BE1�C'H � �jw � � � �'~' � - � J � G �� ( �,�� � � � ` `1� � EARTHENERIDGE � 1 - Z � Q O i� ! �f � � 2:1 CUT SLOPE __�I = � _ w �"�► � , N � i�' �/i�, � � ����II��� 2:1 CUT SLOPE � � � �'.;� o�`' .�► � = at d F �- . � �� B � = � O �I ,.�., t¢ !�tE 3 �� � � - � � � I � � 4 � rR7Ti J �� a Y�� , � - � %�f� g' � - - �' � , ,� , - -l�� � - - (� l.V ' !/ %' � � s ,� - � � � � �. � �r a�.vt�n� � � � � � ,- .,f, a t LL� Z r� � � � � � � �► � 2� 2� �,� � '► �/' � '� �"'�• � ' '; 'w' ~ � O .. �.,i1r/i•. , �/�'� �����f �,,�f���' . f ,,� �.'t: sau.w� ,-/���.�:,s�; � NOTE. � � �_ sr .•.� �_ �r � 1. ACCORDING TO NRCS WEB SOIL SURVEY, NATIVE SOILS ON SITE APPEAR TO BE HAYESVILLE LOAM. THIS SOIL IS IN HYDROLOGIC GROUP B3 AND IS DESCRIBED AS PRONE TO PIPING. r ' -� '�ww�w�r a•4twir �� F 2, SOILS IN IN THE PROPOSED DETENTION BASIN SHALL BE EXPLORED IN AT LEAST 2 LOCATIONS AND TESTED FOR SUITABILITY FOR DETEN�fION BASIN CONSTRUCTION. � � , 3. IF NATIVE SOILS PROVE UNSUITABLE, A LOW PERMEABILITY CLAY BASIN LINER AND EMBANKMENT CORE SHALL BE INSTALLED. SEE BELOW FOR CLAY SPECIFICATIONS. SHOP DRAWINGS FOR ALTERNATE LINERS SHALL BE � "�*� SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL. � U ` "�dl�'I�'� �i'a`�a1'�l�i�����'�i���� ortar W►r � �w+�w� ro rMovvt�r u.�t r o► oa� ,. �� � � 4. SOILS USED FOR CLAY LINER AND IMPERVIOUS CORE SHALL BE OF AT LEAST 50% CLAY CONTENT AND AN IN PLACE HYDRAULIC CONDUC,TIVITY OF 1 X10 -7 CM/S OR LESS, LL OF 20 MIM, PI OF 12 OR MORE. CLAY Q ttK+�ur+o[ at�oes �c to re sroot►ar r�p Mr0 rK �A�r�r r► �wD Ns�eE�swe►. LINER SHALL BE 8'� THICK MIN. ALTERNATE LINER SHOP DRAWINGS AND DETAILS SHALL BE SUBMITTED TO ENGINEER OF RECORD FOR APfPROVAL. � �'��°" °°'� w1D1` �� ""�� 5. SOIL BORINGS SHOULD BE TAKEN BELOW THE PROPOSED EMBANKMENT, IN THE ViCINITY OF THE PROPOSED OUTLET AREA, AND IN AT LE�AST TWO LOCATIONS WITHIN THE PROPOSED DETENTION POND TREATMENT AREA. � ��`�� � �'�"`�" �'�°�� ��� � ��� �� � ��� �� ����� �� SOIL BORING DATA IS NEEDED TO � � e.�-R,.�aEs N ras ro � swc �a +rovc c�rr �oc�►nc� oc cu+�t anci+►+c c E s�r�. ������ 5.1. DETERMINE THE PHYSICAL CHARACTERISTICS OF THE EXCAVATED MATERIAL, "�`6'�""� STANDARD PRiVATE ENTRANCES �T 5.2. DETERMINE ITS ADEQUACY FOR USE AS STRUCTURAL FILL OR SPOIL, � �ewo Mo r�c sr�t� ,�� �� �� , � � 5.3. PROVIDE DATA FOR STRI�CTURAL DESIGNS OF THE OUTLET WORKS (E.G., BEARING CAPACITY AND BUOYANCY), 512 v��oEr�errmr ar r�,wanaun� .ai�, 5,4. DETERMINE COMPACTION/COMPOSITION NEEDS FOR THE EMBANKMENT, 5.5. DETERMINE THE DEPTH TO GROUNDWATER AND BEDROCK AND No. Descrlpt{on Date 8,_8„ 5.6, EVALUATE POTENTIAL INFILTRATION LOSSES (AND THE POTENTIAL NEED FOR A LINER). 1 Coun RevlewCommenb 4h9/19 6. SUITABLE FILL MATERIAL SHALL BE USED FOR DETENTION BASIN AND EMBANKMENT. 2 County RevlswComments 5/14119 7. SOILS FOUND UNSUITABLE (BASED UPON SAMPLED PHYSICAL PROPERTIES) FOR DETENTION BASIN OR EMBANKMENT BY A QUALIFIED GEOTECHNICAL PROFESSIONAL SHALL EXPOR�ED/WASTED ON SITE. 2'_p" 8. GEOTECHNICAL TESTING REPORTS TO BE SUBMITTED TO ENGINEER OF RECORD AND ALBEMAR�E COUNTY DESCRIBING SUITABLE MATERIAL f�OR EMBANKMENTS. ORI�ICE SIZE & ELEVATION 3 � M'�X E 3��1 MPX FOREBAY WITH STONE [1 ] 2.25'� INV 790.5' „ TRASH RACK 8' EMBANKMENT CREST S. �Q [6] 6 INV 792.75 SPACED 24 O,C. � �� S�- SPILLWAY R15ER CREST INC 794.00 W/ ANTI-VORTEX PLATE 2' WIDE MIN. S��,o� 8 �'•� - , 18" HDPE INV OUT: 790,5 -�95 g 79�•g IMPERVIOUS CLAY FREEBOARD - 1' MIN. FILI�ER CORE 795' 3: 1 EMBANKMENT BLA�NKET � 100 YR - 794.46 48" DIA. STABI�IZED WVTH 7g3. 15 � 10 YR - 793.72 #57 WASHED STONE QF- f VEGETATION VSMP Permit Review 12" (MIN.) T 2 YR - 792.99 o RISER � ��0 / STONE LINED SWALE F°REBAY .. 1 YR - 792.70 �� / • ��Ro Poo Not for Construction PERFORATED PVC "SNORKEL" / SCALE� N.T.S. AQUATIC BENCH 791 �0 1� MAX. SLOPE TO � OLOW FLOW O�IgI�CE OUT�ET INV. = DETAILS AND NOTES Pipe �ror� 789.65 � Diversion 1: 1 ANTI-SEEP IMPERVIOUS CLAY COLLAR � � ° � To �evel LINER ANTI-FLOTATION B�OCK PRINCIPAL `� CUT-OFF STABILIZED� � � Influent D ° Storr,water Spreader „ , ,� > >> NATIVE SOILS FILL SPILLWAY B3ARREL TRENCH OUTLET - projectnumber 18023 a o (18 THICK x 6 -0 x 6 -0 SQUARE) pLACED IN 8" UFTS ° a ° a ° � 18 HDPE 1 70 LF 2' DEEP MIN Date APRIL 19, 2019 Q a AND COMPACTED � 0.5� 2' V'JIDE MIN. Drawn by ETS 1 ft 3 �,t Checked by SOR SECTION THR�UGH DETEN�TION BASIN �-2 , O 'I FOREBAY SCALE� N.T.S. sca�e �"=30' SCALE�N.T.S. I,' I I Vir�inia Stnrmwater Management Handbook,Chapter 9 July 2013 Virginia Sturmwater Management Handbo�k,Chapter 9 July 2013 Virginia Stormwater Management Handbook,ChApter 9 July 2013 ; z.., .< ; :.. : ., .. : :,:, .: :.: ; : ,�::. :. . .,�.: .. , . r� _ . ,. ._, ,_. , y ... .. � _. ; . . �,: ,, t... - : ,..... ,.. : k ;,; .... ... . . ,.» . . . . .., _.. :. . .,� _. . .. . , .,. , , . ....,. . _ .... .. . . .... �.. . .,:. .< . ... , �.. , - .. . . Y . , , .,,_. , , � .. .: ;z . . .. .. , .. � ., :� , � s . ;:: ,,. . .r . . , _,. s .. . . . , . . _ _ _ �. ,. .... . . , . .. , ..., . a, , .� . , . ., ., , � . ... � . .., ,.., ._.t., � � . , . . _ c.. . .. . : . . .. . . _ � _ .. „ ,. � ... . .. , .. , , ..:. �.. ,.�.. ...... ... ., .r . _ .� _ ..... . . .. . . . .. . ...,...... ...,, � ,�, �... ..�. t.. ..� ..,_. ;:�, . . . " .... . .,.,. ., ,.. , _.. .... .... , .. „ ., r , :.. . ..� .� . , ���. .....' � .., ..._ . .�.... �, ..n...:.. ... ._ . k. .. ... ...._.. .. ...w ,..,. ... ._, ....: ._ . ..,.. ...... ,. . ,,:,... _. :�. . ..... ...... . . ,. ..... .,. .,, �, ., ... ,:... ..... . .... .. . ,... ..,.. ..,,.... . . ....,. .. ......_ ,... .f. , .....,..... ,,. _. , .-�.. , ,.... ._.,. , Y.... -« ...,._ .... ,. , �.... .,.. .,.t _. ,-:... . _. .,.,.. .>... ._...... i ._. .. �, .. .... ... . ........ .. , ,,:: ,: ,( � , ,r ,., .,,.. 4 ...,., e . , .. � ., r. . . .,...,,.. . .,.. ..,, .. , . '-... . :�..,.._. .. ,. �.� �. .. :; L ,. . . . . . . , , � . . � . . . , � ,w E K IS ,. �. . O C T � . � . .�... .. . � .. ^ .� , , . . , .� , , , . ON O DS &M CH . z � , _.� . . s , . . .. n NTI P N . , DE DETE , � , N D _.. . .. .. ..... ., , .. :,.. . .. .. ,_.... , , TE . s. . , , .. ,.,.. .. ... , � .. . .,, ,.. C. .0. EX �. . _. s 9 't 6 � � . . _ � � , _.. . . .. . i .. .. .. , . . ,... . . . .. ,v, :. . s,. , ,.. . Fw. , ,. ,. , �. � _ ;, . , .. .� , r z ,_ ., . ,.,. _ . ._.,. . _ .. .. _ . . .,.. .,...:r;... ....�,- ...:.. . ��. ...: ,�,. 4 ..:. ,. ...... .:ei.. ..r..: ,...., ,..�: ..^ .a,. � �. r. � .., �- .. ....: .a ., i . ..��.. ... .. n . .. ...,r ,�� .a ... . ., ... .. ._ . '. . . . ... � ...0 ... .:: . .s.. .. ��. r.. ..M �. , \ :� .M.. .. ..: .. n i.. -:,:. „�'.: :r'�. :, ..,,. ... .t . ,......�.. ..n..... .... . «. .,. i. .k . . ,.... .. .. ..a... � :�,.. ... ,. .. .i.. ... .. _ .: � . ..�. .r:,v... ., .:�. . ,.. .. .... .. .r. .r . .S.. ., ....��.. .,:�. .� , :n_. ,.. ..vi .. . �. .�..�.. ... ." . .,. .� . i .,';. _ .,t. .. . ..�. _... �....,. ..�. .,. _. . ...,, ., . ...<.,,,- .. {.� i..'<`.: ..: t , :... , r 1...� ,.t. .,� �...1 . :,.,c._ i. ,.. ......i {...... . ... ....0 .�._.,�, na...<. .�t.....�. ���. ? . ....:. ;...:�..: .�.. .. .. �.4.., .., .. .,.., .,... ,. , . :..,,. .. :..: . ... ,:... .:;..� .... ..,.,..., . ,.,,.,:, .,��a , .� . ., .._ .. ,t. ., , , ., f . , ... .. .. .. ..,... :::: , .. .... . �. . , 'i, ,� , ';.. . ....,.,. ..'� ..., ... ..� ..n. . , _.. .. .. ., ...,-: .., .. .,... . ..... ...,, ..-� �. .. . . . .r..., . ......,.a .c.... ...�. ....... , ... _., i . ,.. .. . ., .,A. . ....,, ,... ,-. .F .,, .. .... .�: ., �., .. ... .,. , ,. . ':'. ., ,;..... r ,.......c .. �� .."�� ._ r,. .... . �t�..:. .,.... ., w .. �.,. .� . . ... ... . . ,. ,.. ,.�...., ,.:.. , . . _'i. ,. ..:: .. ....: ;�:... . ,. �:;, i . . .,. e ., ..., ..�_�, . ,... ..,...... �. � .... .. ,.... :. .. � .... .,i . ,.��. 'Y:..... ,�........ ... ... .., ..,, r..:: ..'}: ..< '.`.. . �.. ,t.,. ... . .,... ,. , ... ,� ,.> -�;s :. �:�.n. . -,:� � -� .. .,. ,: . .u.., . , ,. .,.�... ..., .....,. , ..,., .+,.:. . ...::... ..... ...,..... _....n,. , .... ..._.., ..._ .s. ,...... .... ... E-,:..:,. .v ,. .Z ., .; , ..... .,....,,. `� ..i ,�-::. 4. A. '. .. . �...... ...�. . . .. . .._�.: ....,,. ..,.. .1 , ... . . .. .�r. . v. ,. , .,. , ..:, . ,.. . .:,..i,. i. ,.v ....G.� ...,�...,... . � ...: .... .,:,.. :.. ..`.i, ,�. .. . ..i.. ,....... .;.... ... .� .. .. .,:... , r -,.. ...... ..... �,r.. '.... .. . .,, �. i ., :. a v�':. . ..,. ....,_c . . �. , ._ . .. , ...... .r . ....ee ,n.... sc�.,.�.: .iJ_, . , .. .. ... .� � .�...�. . ...._. ..x, . :a. Y :, .a�. � .... n ...r .....,� ..-. e. ...� ,v. .�.. .::'. W,.n... . .\ ^. ,.. k ...,... t �:,,..,w . ..�.. . _..b .......... . ,:�... 7 ., . , .:t... . �::.. . .. ..:, . . ..,�. .. . .. .. . ..� .,...,. .. ..�::�. > ..,. ..,Y r ..... �,..,.. , .� :.,�.a / ...;. ..... .....a . . ..,.:� ... , .,....... <.. . , .. t al .�� .. :... �,„. .._ . ... .. , i. _ ,.. ...._. . � . .:.,,. ..� ., ... .�.. ...., . . . �.. .�. ,„�::r r. .": :.:. , ." .� .. :.. . . ,.. . ., i... f �. .. ....... . ..... .. . '.. ..i.., i ...,�,... .. � ..� �.t.::� , .. 'a,.2�` .... s. . . . ...„ a . �:�.: : .,....... . � .,M1 ...., ,-.�... .. ........ ...„. ... , .�., , ........,, . . . :.. s1 Y .. a . .. . .R... . � ., � . .....'. . .. .�,. . _� ,,.,�... . � ....... .:....,v . ...... . ....... .. .i ....,... . �. ...... ��..:_ . ... .... ..(.. ..., ... +. . . ... , .r.. 4 , ,..<,,:.. ... k i. ., .r. .�.. . .... . t .�...,,.�. , . ... 1 u �:.� ,. ...... +.. r.f .. .. ... ,. ti� .... . �.... ..Y..... ..... .. .: ._ . ... •:�. „.� : � ..;....n �._.�. �. .,.; .,.:� �. .... .. �:t.. ..�.��� . .r'. i..r..+. x , .... .. <: . ,. -:.: �..�..c ..� � .� ... . .:....... ..... . .:..... .>�.. .. , r:',... .. �:.�',. .:e � .., . . '':: . ...,.:.,,� . � ., , n b v ...,t.....� .�.. ... . ,. ..,. . ..r� .,n r � ..,,.. .w ...,.,.. ,... .. ..�: ,�... ., ..,� .... l _.... ..... , .. .a._.. ..,. ...... ._ ... . � r ..,i.. ....,. . ,. ... ....,.. . .. ��:� . ., .. .. .., .. ... � . ..v... ... .. v ,,.. .,..,.. , .. ,,. . .x..... , ......�� .. ,.., . .� ., .,. .... � ,.:..�. . �,.. . . ..•�*.�. . ;-�i >, �. .., .��.r,. .r .. .._ c. .., .. ..,,.. } , ... .. ..t. ..,, .. ., ....�.. .., y � , . :. ..-. . .... .. :.... ....... . � s� .,... .. .. . 4 ....� .. .� . ,. ,.. , .. ..., . .. .. ,:. ..,,.. �,� .4. .. :; .<...�., . :�,, ...,::�, , ,,.. ..-, t'� .�:�� .�..:- . ,.. ,.. ...�. .� :. , .... ... ... _.. .. .:. , , `'h �.,.. .. . _ ., ,, r ... t . ;.: . ..,. , . .,.. . . ...,. ,. .,...., .... . . ...„.. f ,..,.. . ...: .. ,. . ..._.. . , ...� .. .. ., , _ � ,. . . :., t . �..,.�..r .� ,... l.. ,. ... ,,.. .,., .... ...... . -.. . ..... , e� ..,.. ,.,..,., .:, i ... ._ .. .. ,. ,..- .�. .. ,. . . ,,. . . . . .,�, ._., . . u,..... , .,r .._.. .... ... . . . 1. ... r i..... . ...... .....F�, =f�,. ..� . �... : . .�.. i ...:. Y ::. .v. .;.. ... �.,n.. , . ...e .�...( . , . -,... � .... � . . :..... � . . � .�.�,.. n. . . . ... ... .t.. ... ..:., � ,.. . . .._ �:;. .. ,. i�::: t. ..:.�... ... :: .._i , , � :�... .... ,.� . ... .........C.., ... .:.. .. .,. . .... ..r , ,. ..... , ._. .;... .�°: �, .... . ..;; .....: �.. . ,... .,,. ..r .. .._.. ....,_.. . „,� . .. ...., . , ....... .� .,. , ... . ,.. �, ... .. , . .i.. < . ...... ,.. � . ��., ,. . , .N , r.. . .. .... .„. ,x. .,.. , . .... . ..r. .. + . .:�, �.. ..,. ... .�.w. � , .,.,.. . .�.E, .. . .:�.. . . . . :.. ..._.. ,.. . ... . ,.. .... ,. :,._ ., . . ... ,... . ) �.�. ,. �. ..�.... i . .,.. ., ... ...:: �'4`�.S ��„� . ..:, .. � .4 V ....,.. ... .. , ,i..,.. .., k ..�, � ,.. . ..�' ,.__. . ,. , . . ..,.- .:f.. 4.. .> :,.>�� . ... ,,...:. .:.... .. ... . .. . . +�. .. .. ......,,.. ..i.� ... e.. ... � . ...� ......,,. ..,.......� . ., k .,_ . .. i J'.,. .... ..� ,.'�... , ... -. .i ,. r t .....: .,. . .......�.-r ... . ... ... .. ?.:.,r :�.,., ....f ...,,.� ) ..,. .. ..., �. .V � .... � ..s. � . ..,.v.1... �, F .,...... S'. f "; ...f. .\ ,..... :..�.,.,� , .�. ,:..,,;. �. ,.. .,. ..:.. ._.i.. . .. ... ...,,...,r ..� . r. . . .:... . . ....:... ,...,. t ,... .. .,.., ..4 . . ..:. � , ,�� ,n., �. .,.., .� . ....... t ._ , i ._... � ..M. , ._... .... �. , .... . ....... .... . .,�.�.,� , '.>:. . .,: � ....... , +..: �. . ����. �.. 'r ....v .�.�.�. .�.. .. ., ,. �.... .,,.. .. r .. .... .�:. ..... ..�.- .,,.... , ..,.., ..,.,... .. . .e;: � . .......: ......�.... ..l , C�_... ..�...:,.. :;.�':: ., ,.. .'2. .< ..rt .r � � .,.:.�. .�. ... . .. ✓ . ,... .,: . „ ,:il: i.Y,r �,., y:�:: y . ,....;k ,F , .r. .. . .. ..i � „.. � ... � . .... . �:� .« .a...,.� .�.. ... ..... .M „ �... . e � :;. ..�- ..,r . .... ,... ,ri r..: . ... . , ,... . . ,,. .� .: ..... . � .:i . �...�. ...... ....,:. . . ..��. ..._,:. . �� .�1�:.�.,.� s� ,.. .A� .�.. ..�., , r ..� . :,. ... . ,. ...i._ ....., . .���. , w... . ..��.. .....+:. .,.i.i � „ ...r.. . '.... �„. �:'. ,e. ...:.., ...� ,. .... .,.. _. • . .�.. .i:.. .. .. � .._ . .:,.. . ,.. .,�.. . .... ....... . ...... i . ,.,,.. ....,.. 1 "4�.: . . .... r .� . .;. . .... . ,..n. ..x .. .. ..... .„ . �., .... ..'::.. v . r...r..,,.. .. . .. ..... ,... x «. .... . .:, r,. ......, r.�..w*.,^„ •' '�M :.�:4 r".� � .�,� \ A..., a�::i. '.:, ".. ..... � Yi.,,. ...�......1 ... ...... . � ... ... , ...r . ....., .... �.... . . . . . .. �...... , �. .1. ...,�.[,- ... � 3 � t@ . . �, .: , t� , .� . ,.., „ .. >., . . ,': � , „ `I ection a In , � ,�.. ., .s. .. . , n� ,, . ., , _.., .. ,,.. ... ,, .... ..,.. ,, �. _ � . ,. __ . . _. ., u �� . ,�. „ . . , � � . ... _ .... , .. ,... c�. �, N . ,. ,4 . ... t , _ , , �_, _ .;, ,, 0 1 , . , , . ,� ��.,. . ,.,... _ , , z- .� .._ ,. . .. �_ . ,. . . _ , � . .A w i i . _ � _ _. .. r _ _.. p _ _. ,. , ,_ t h W . _. . . . . ,,. . , . , . . n �_ ,. ., r .,.. , ,. � _ � , a. . �,� . , _ , . . ,..r . .�, _ . . . _. oWil � . . : h ,.. .. . � r ... .. t . , a�. . ,. .. , t. i , , , ,. , . �. . , . . „ _ � .., ,_. ..� . � .._ ,- , �_... . ,. , ., .,.. � _ h � � r , ,., �. ; . ., . , _ , .. . ,,, � �:,... . ., ..... 7 ., ... ... , ... . ..,.. .�. .__ .... _. :.:a.... .,. ,.. .r . .. _. ., ..;: .... _., l �. ..4 .,... ...x. ... , . .,..., ... ...,.,.., . .,_ ., ...,... , � �. .�. .:�r� .x .. „ .r.:�..�,. ,� :-.r' .. .:�m x,. ....., , �_.. , _. . , ..:_ ... . .,. ,_ ,.....: �...,.. . .,. .. . .,a . : .., .. . ........, . ... .... ..... ..r , ,�:-. . .. , ... �rP ..�.,.,.c.. ,.....< .,. _.� , .,:��., „r., , , » P ., ,._. � ..,.,,. . ,..,, C�: . . , ,. . ., ti Ee . . ... s� f� t e to ,.... , ,... _. *-..,Ele e o . . ,. _ � . ,.,. .,, _, ,, ,:.,.. ,... ., m n . ,,s _ ., � F ,.:, ....., m nt. f ,. .. . , � ,,; �•>}�. , : ..�. ,:_ f=. �3 : ,, � ..:.. ,. ,._ �. ._ _ ,.. ,��.. .t ,� ;. �... .:.,. . a. .. ,:} ... . _.. rmiitNumb ,,. . �,..�, , � .>.< ... ,. ... ...... ..:..� . _ . , Site PIanIPe er � .. ,.: r . . _ , ., .r . , . ., � Pro ect � , , . o e t� robl aw ta i Problem. _ ._.Addre ..,.,Co me ts �.,.._. ,, .. r7 . ,$ ,». ,,r ,. .. P a P_ e : . . H x. r _ , .ss . m n ,..: os t� i ,_.,� t �n _ <. . ._ _ _. . ..._ � . . . . a Probie >. . _ _, ., o �.. ... f,. . _ _. m. �a F _.. > .,.. . _ . . ., .,. .... . , t m. . . ow.t x ,:ro le ,.� . Address ., ._. , o m l . E , , _ . P _ _ . � .m H P _b m .., C m ents.... T . � . t. _.. .. � _ . . , E� _ < , L __., . , ... , � . , 1 . . _. z,. � , . , , . w < , . ,. . . . ., : F:, w,, .... �, _ , �. .. . � � . . .. ,.�.:,: , , . .,.,�,. . .,�. , w ¢/ ,..,.. . x �. . _ t .. .. . , , ,,. :: _.:_ . �. x�,,� .,,:., ., ,,,, . , .. _ _. , ,. , , . . ,.. . ,� - . .x : . . . ,. _ . � , , , ,.,,�. ,. . ��. . a . . . . _ � , .� . .i s. ..�:. ,� ..: ... �.. ..i'� . :.:. .< .� .. ... ..� . .. ._ ... ... .... ... ,_ ... ... .... .. ;..au ..e.. �✓ ,�.'�:., i.r .�a , P . . � . , .. � . , . . < �. . � . �. , _. ., . . , . ., , n �. / , M .., . r . .., . . � _ . � . . , t ... , . MP �, . _. . _ .... � , /� . .. .ri. , � . , �. . .-� > ,:.�� , ,. .,,.. . .. _ . _ , , . . � _7 ,. � �. . . . .a, ,t L, .. _ 4, , . ,. . r .. . . . � , ._ +� . . . _ _ _ . � �. � . � � . �. ., . . .. t . ,. �. _, , .v ..,. :,. .. ;..... ..: , ... ... �. ..,.. ,. .,. .. ., . . ........ .. ... �. .. .., ., r , ...,. .�. k ,�... ...._,�r. ., „ ,.... r.,.... . ....: ... ..,.. . .:. . . ._. ... .... . ........... . . x . ... ..... .� �. `:;i�. ... ... .. .. .... ... .,,.. ... .. .i'� �_,.,..,s: ... .�.._.: .... �,a. . .4. ,..... .... ..... ... 1 ..- . ,,:, .,�. . . .,,. .. .:1 .... .. , i :: .._.. .. �... �.,.. ..� rx�.; .r.,.,. . .,... , a,.. .,. . ,:.. <.:.. .-.s:� �J . .,:. ,Y� f...,,. 5-..n� . ,,..:. �-..r... .�. .,..� � :..a. ....:_... ... ,.. ..... . ..,.,.. .. .., ,. ,,. � . ..�.: .,;:- � . ... .�, .. ..... e .�. � :;. ,�.. , ... ,::. ... . F , . �:.. .�. a .... .... ..,. .,M: . .:.: �...h� -�-.,., ���:.� .:�.. .s� .:.,,•:� d�,...�r... Y ' .i .� ..:,. „ ..�.: .. .... ...,.._ ..2 , .,.... ., . .r .. .�.. .� w+: �� .... _ ..., .. ..r .,. .i n. ., �ed i S ce : ,. , . . , � D t B PPIa n ervi � � _ ... o n .., _.. � . � ,_ , , , .,.. __ a e M . ., , , . . Pr ble : F. , � � .. . , � . _ �.a. m . ._. � ,, � , ... ,.. . . . ,:..� . �.. . , ,_ _ � : , _ ,_. .. . , > � oca n , .: _ �_ . _ �� __ _, .. � � .�, : Prob , . . . . L tio ._ , , , ., � . , :_ . . ,. . _ . ..; , ,, , � . ;. 1 m,. . r � s. . . _ M ..�. ,, . . . .. , . � , , ,. ,x , , . .. e . , , _ � , . :. . , ..�. ,_ ,_.. : ,_ .� � . ;. . , �. , . _ . ._ ,: . . . �: � . _. ..�. , . . . �. . . _ , , .: , ,.. _ .�..< , .. . ,.., .... j/ „_ _ � _ . . . . � . , r u. .. . ,. , �. . . :. � . . � .,� . _ . . � r . . ., .,. � _. . , , ,.. . �„ � , _.. � „ . . , _ x , .{ , r ,. a , . , . . ..... _. . � a ... . �........ :. .. ./� . . .... ... ... .. .., _., r,..... ..x. . .. .:� .. ,: ...,F ��..� � .�... , Y ..,. r., ..,, .,. ,. , 113, ..��.... .... .a. ,.. . . ,. .., .. ,�.,,+. _.,.,tl ..�. , .,....�.... ._.... . .... .. .. ... ._ ,, . k _ . . _ � � :.wt .. r< , r a _..., , , ,. �, ; ,, ,.., , .......,. .. .t _. .� �,:..... . .,... .. � .. ,. ... ...._ .. . ...A � .,,.�.. a .� .. ., if r .,. ,. ., ... .., t . J�..:, ..... _ o, .:. . ..r. ...w. .. . -" , .� .. ... . ... ... ....... �, . ,.�. .. .... a ...�. ... . ._.ne, �,. d�. ...... ,., z.. { . , ... . . ..� . ,., ,. ... .., ..Q < .,. �..,�... „ .:: , e.. _ ..:.. . ,. ., ., , .... ..,.. , .,. ,..,......� e. ...,. ...,:.. �... . � , � r ... ,,... .. r .,. . : ,.. t , .,.< ..,. �, .... P..�. , .,�.. , .„. .. .. ..,,. �, .:.� v. .,. .,_._ ..... ..t .� .,.. > ....... ...... .,..... , .. ... _i F ... ....... e 1. ... ... .. .....s: . e . ... f �. u .-� .. _ � , ,. .T ... ... � ,. � a .i... .� � n. �.� �I� � .. ,.r.�... c ..,. , �.. ...., �.. ,.. ., ... ... , ..e .... .. . ,... .,.. ... .u, .. .... z � :::.. ..,,:, , .�j. .. . . ., ._. _., :... .,. �...,.., . ._,.,�. . , .:: ,., .F� . ,. ..,. ... . ��.,.. .. ...� ,... .,_. , r.. . ... ... r.., ,. �.� , . . _ ... _ .,.. .. �., , . . . ..r _.. ... .. _, i t..r . .:e�, .,..::.. . . . I ,:.v � ..,... . . �� ,, _ N. .,. _ , , . _ � r., _ ,. ,, ., . ,,., , � ._ .. .,. , ., -. a , .., ... . ..,. .., .. ., . ..,.. . , .,. . . _.., .... . .,.. ... ._, .... . ..n�. .,... ,... �. ... ..,..,. ..,.. r. � .: ,,. .c ... ...... .,�. . ., . ..S .,., , t . . ........., ... ._ .... .._ . ... . . .r. ... _;. . .. _ ....,... .,. ..... ,. .,. . .. . .. , ....F,. :,.. � , . . N��. .. e. . , . .r.. .,.. .;: c .,... ... . ,... ...,... .,. .., , . r ::., �.,.. ...,..._ ..} ,:... .,,.... , , .. . , , . � . . .,.. , .. . ...: .. ..,. , .. ,. .. � .... .,. . , ,,. ... e. .: . , , . '�,, ..,� ., . . � :�,. . .._ �:�. . ,,..., �... .... . ,. ..,, �..,,.. ,. ,_...:, . „�..� ,.... . ..,_.. , ., ..... .. .. : .. ..... , s �,.,. .{ .� :... �. �-, «_..,. ., , ,.. -�-: . ,,. .._, , .i ..... ., .. .... , :-:. ...:.. . �-�. .. a:. .-,. :.:.. , ,.. .r . .. _. ....,: ..� . ..:,; ... ....,� ., .,. ,,t- .,�E. .Q. ,...,., Y , �... ., ,...,. ... . �;.o.. .,«�. . .. . .;.�. -,,,x.,. ;, � ... t .. ..., �, ...,_. ... . _ ., . . .,.. . .,.".,, .. ,..., „ ..�. ... . ...... .. , .._ .. ,�. ,.+ ,.,. t .. ,- $ :. ..� ..,. .,.. .... n_.. ,... , ,,... �. . .... . . ..... ,..._ ,. , .... , �.:-.: ... ...,. . . , ._, .�.. .�"�.. .. .:... . ... ro. ..., r� .. f.. � s,.,.�, ..... . . �.. .:: . �.-... ,...� ..:'.. ,.. .. � , ,..,. . ,. ..x_.. .. .....,..,, 3.. ,....,.., � f.: -.. .. .,,.. ., �,. . -.� ..3. ..3. _ � 4a......: r. . .0 .z ,. . ....... ... ... .... ._. ,,., .. . ,. .r...... . .... ....., .,.... ,.-. . ..< ,. .., , ... . „O ... � .r_ .� ..,., , , P k ,:. � :.� . .. . . _ . . , ,. .,: ,.. .. . x., . ... � , x ., S OC _.. . . _ _. , „ ,.<_ _ _ .. . 3 . .__ , a � . _ . �: @Ct E . . �. . _, , .. . _ , . ... . , s ,. r _ _ . F a. � ,. ctlon �fi a . _ E m .,. , ., . � .,.� . �. ., . � , . .;: L ns e , _ �.. . ,. . . , � . . . . .. ., ,,�. � � � _d Date o ast I ._ . ,. . _ . , . . . > � m z , . ��, ._.. .. , . f . , � , � , . . ., � a . . . . , _. _ . , . t: �. ,. . .. ..� , , .. � . , � � . _ r � < � . � . , , , , , . ;,. . . _. . p . , ,_ , . ,. . , . . . � �, . A �., . r. .�. ....Y. :.....,. .. . .... .w. .-. . .... �. ....... ..� ,. ... ..... .._.. .....w, ...".. .:-.. .... .. ... , r:.�� ....... ., , r; ,.. . ... .., , ..R,.,. . . M.. ... .,. .:.... , „ , . ... ..,.L ... ...,.. ._. . ........ ,. .. ,. ... ...._ , p _ .. E T . . , . . , � , .. � . _ . d: , . . u:; , ,.,, , ., � � _._. . .� ,. . _.. _r : .. , .. ,., �., _ „ :. _ _.., . _ r _ , . � . , ,v , , , a, . , . ,., __ .,.. .. „ ..,... ......... ..a,.. ,., .� . .. fY. �s i ....:� r...,..,. ... .. .._�,. .. . ....... .. ... ....... h .� ..... �.:. .. ..,. ,..,1.., tr .e.,i�:. ..� ...�. a .:,. �. .. .. -.r ...... .� .,.. ....:.. ...� , n ..., .., ., .... , : .�:.:.. ,;.. . . .1. . .�`. t .r.. .: ....,,.�. . ..., _. � ♦. ..._.... . . .. .. . . ...a 1.. ,.._ ..,..., .. . ..... . ........� ...:i. .... .� .v,.... . ..:�. . ....r.. ..... . ,.,. . :;. .. ,.... .. ... � ..,r�.. ..:... „ c�.::.. ., . ....� , ,..,. .� .� . ..:. .. ...... . S. .. .r .. .... ,. . ....r ..1.... <. .... � , ,_.. .,:s . .. ... <�i��. s .....�,: , ,�:,.. ... .:�.� � ., ... .., .,.. .„ ... ....._ . . ._. ..�.. .. ..r. .. i . .._,.. , .. �.., , �.. , .i. ... c. .S ... ... �. .,.x.. .. ... ..(. ....:. ... ... a ......_ .. . ....,. .�..... . ,,,. .:.� . ... ,., .7 ... . .. . �,.a ... . .. . ... ,k . ,,,.., . ..,. ��, ... .r... .. .r .,..,....... . . ....,i . ��:,r .i�. .._ 1 ._:> .. .,.., . ., �.. .. .� ... ... �:�. . ...... . ....1 ,.__� .�,.. ... ,. ..i . .r,,..... � .,,.e ., �... .. . . .. ,,. ...t... .. .x .._ .....'� � , :..... . .f.: . .r... ,, ....... . . .t. .... ... .:. . . { .�...,, ... . .. ...... ..., .,. ..... ..� ... . ,...: ... :.... . . .�. :�:.,1. r...... . .. ... . . .....� .. .y... .Q.� . :..�� . ... . .. . ....,.. ....,:�:.. ..,.._. ........ . ._... .��..:_r .,. . .., ... , ;. .. .. . . ..., ,a .. ,. ,. _�. .. ... .. .. __, , ,. . ..�. .....� .. .,,,.. . .. < .>.�..:. .. ��,.L 1 ..1 ,.. .... . .... ... ._�.. .. ,�. ., ... ._ ...� _.�.. .:..�-- , _,. . .�. ,.. . . „ .. .,. @ ;, ...o � `S . ,.,.. . .:�.. ..fr . ..:...�� . . .n. .. . . .... :v.. "<.. . . ...... ... ..., .�.a. ..a .. .....:.. . ._ .�... ... v. , _ , .... _. ':�A .�._.. ... l�i . . , r.�_ _ � ., � . . � _ . . � a � ,..: ry ., .. � r�c �n�enn De i , , , � . ,. . . , a e �. s c . r. � � . , s, _ , w _.� . � ,� , . . , , n �tuclN . _ . � � . . , . ,_ . . ,, . .., _, .. ,.. . . . . � ,. , . . . . . . 2 , . � . _ � . . ._, r. . a �„ . . x . . , � _ . , . � _. , � t s , ,, . , ., . . � _ .. � ., , � � . , �_ . .. , ,. , ., . .. .,� . .. . .. .., .. . t ,...._. .,,. .. ..Y.... �.. ...,. ,. ... :_.. , .... . ..« .: .... . ,.. ..i ..... :.x . ��. t. .�. .. ...,..4, . ,. . ,.. , .. _ x:: ,.. fi. .,.. . E,�.; ..,: . , ,. .. .. .... . .... ,... . ., ., �.. .... .... . r.... ..,... .. , , r „ . . _ _ _ , ., . J w � . : . ., ,. , . , ,. . . .. , . ,. ,. . ,: , < . J a . , ., . . . � , _ � � � . . . , , . , . �. . . � ., , . . , � , . . y > _. . . J i ,. .. �,. . , v _ , ,, . . , , . , . � ,. . .. . , , . k rese tat ve � O s Re n , . ,,,. _ . . �,. . .. . �. , � �. wner wner ,., � , .� _ .. .. _ . , . , ,.. � . ,. .: . ,. , , n , _. t ...fi O / , f n, .. . . ,, , � .,_ . � ,� w � , , . ;. .. > .,. , .3,. ., _ . . G,. x .,... . � _. . . _ _ � . . : . .. .. , , .. ..t . . . _ �. �... . .,.._a „ ,....... F :. .. .. , < 5, .� ., ...i. ... .. ..,.. .. ,_ .. � ... ._.. ... > f_ ... ... . . :r:. ., e. . .�., .. :,:.e p , . . � . � � ., M _ � � � <., .. ,. . .,. . . . , _ _ , t.. �,. , ;r. , , .-� , ..�. � �... � . . ... _ . .,. . . , . .. . r , ��.. � ......: , .. v. . .,, .e _ .< ... ., ._. l.. �.�,. . ...,: ... .:, .-.. .. . ,. .... .. . .:,. ,.....,... a ...,�.. . ,. . .... .7 ... �... , f. .: ...: .c.�: i .._ .,� .�....r. . , ...(,. t. ...,.. . _� .a ,. ... �.� . . . . 4 /. .,.::. _.:. ,, t. ........ .. ...... . � ., ...>., . .._�.. .. . �. � ,. .. ... ..:..._, .�..._.. .. . .. . . . , .�. .... .F. .. .,. ...,. t. .t . ... ...:i�::. :,.< .r .. . .F,..: � r . .. ... . ,... .. ..�. .. ... . ...,. .. L. ..�.. .. >, J ..._.. . . .v.. ,t.. . .., ,..,,.:. .:,.%�,. ..... :.. ..,.±,� ', .rt, s ,,... � -. _ .-....,. .-. ,.. ,.u.... .... .. , .,..+.: .�,.,..:.. .. . . ....� . ,,,,...Y ,�,:�..,... .,,� ..� , t��: :.'Y , , .�, ... �.., e .. _, .,., ::., ., . . . , > .. . .. ., .r �,� . . ..:r- .':... �. as: ��, :.-.� '..' t�x. F 3 • .� .�. .�.. .. r�:�. .+.. .,.. . .. ,..., �. .... ..i.i ..... ,.,. . , ..� , ,. . ti..; , ,..:.• ,..... , �,r. ,t.:.. '." 1 . ..., '.�.s, J r....,. ... .,.�. .. 1 .,.., v ., . .. .,. ,... , v .... .......,... L .. ...., . .......... . ...n... .�.,...i.�. ..,.. . .s ... , .. .... F sS .:.. ..... ...e,....x .., �.... .:� w ...... fi. „ .. :� ... .:. , , , .�� . .. . ... . k.. . �,.... ...e ,. .. , .. .....: ...... . ... .... e...._,. �. ..�.,..a .,_._ . :... . ..c�,.. ,.. ,�. ... .... . \,. ...._.�.. � ....:.... r. .��. ,,.. � ..,.: u ... .. ... .Y .. . .. . . .�. t. ... ... �...,.: ::, ...�.x .�.. .� .._ ...., �... 7, .w+�... .,r -r. ...,.. .. � , e. J, .. ...... ..e.!„ ...u.. t f . ..1,. . tf✓. i .. ... . .... . , Y .... �. .....E; . . :.. , .. , . ....... �.. �'�: ...r„ �., , ...�.... , , .. ��,. . .:...-.. . . ., w ,.. ._. �„ ... . ,. ...... t .r;.:. „i a.... .. .. .�';: t.. ... , ._ .. „ ..„:. ..-.. ... n ..,.. �n..-.. . .. V � .„ , i . ..n F ......�.,. . , . 'v. A. .... , .... f -. .a ,. ,. - ab /N .. ,_ ,_ <. � ,. a r _ . , , . ... ,. __ ... ,. _� , As Bullt Plans avail le, Y _ _ �:. _ < „�.., ,,.,�;. ,..�;,,,. ,n,. > ... . ..: .. . .. .. .: .. .._,. .. ..., .,s ., .,:.,. � .; ....�,.v: ,. .,,,;,.....�,� Dredge the sediment ta Vegetation is dead or 128 West Bruce Street � Vegetatlon Ftemove and replace dead or restore the design capacity; reinforcement planting Professional Facilit T e: Levei 1 LeVel 2 Sediment deposits (continued) dying vegetation. Harrisonburg VA 22801 y yp are 50%or more of sediment should be dredged professional is needed. foreba ca acit . from forabays at 4east every There is excessive Owner or i Y P Y Remove immediately Pond characteristics and functivns � Type of Pre-Treatment Facility: s-7 years,and earlier,as trash and/or debris, rofessional ,/ naeded. 7here is evidence nf (check all that apply) ❑ Sediment forebay(above ground) Repair and stabilize phys�al 5`tO) Z28-O2�2 The sediment marker AdJust the sediment dspth sparse vegetative Owner or ❑ Water quality treatment ❑ Vegetat+ed buffer area Pre-Treatment ma�ker to a vertical Professlon�l cover,erosion or damage,and reseed or plant professional is not vertical. additional ve etation. ❑ Channel protection ❑ Grass filter strip (cont�nued) a�i nment slum in stde slo es. g ❑ Ties into groundwater ❑ Grass channel C1ear blocka es af the riser Psrmanent Pooi , 9 Anirnal burrows rriust be and Side nr orifice(sj and meke nther There Is evldence of backfilled and compacted, ' nwner or ❑ Other:�___�_ There(s evidence of Slopes Y 9 the app oved deslsn to meot Professlonal nuisance animals. Burrowing animals should be professionai ��1������ H draulicConfi u�ati0tl: clogginp g humanei removedfrmarea, � �[ �f,� � ❑ On-line facility � , s ecifications Conduat a balhymetric stud ��,����r��" � ❑ Off-IIt1e faClllt There is dead Owner or There Is aignificant y l� ■ , y Revegetate,as needed sediment to determine the impact to p�ofeas4onal r�Q� �� � v etation rofessional accumulation, design volumes,and dredge � ��: The iniet provides a StablUze immediately,as if necessa . Owner or stable conveyance needed,and clear There ia ade uate Profeasional � "+"' +' ' � ldea0y, Extended Defention Ponds should bs lnspected annually. ED Po�nds are prone to a hlgh cioggtng fnto tne ona biocka es, professlonal access to the riaerior Establfsh adequate access and,perhaps, � � �Ea I E[ ( . E ODG[Z[G[{ � risk af the ED !ow-flow orifice. Ideally, the orifice should be Inspected �t least twice a year aftsr initla! There is excessive mafntenance, the localit Z ,"d� Gic. N«. �J��L��5 t�w � Owner or constructlon. The constantly changing watar leve/s in ED Ponds make it di�cult to mow or manage trash,dsbr(s,or Remnve immediately profosslonal Pfeces of the riser�re f � �, vegefative rowth. The battom of ED Ponds often become so sediment. deterioratin Ma 14 2D1 q � g ggy, and w�atsr-lovfng tees such as willows g� Repair immediatel . Professlonal � `�' y ' '� There is evidence af misa�igned,broken or y ���i� ���� � ma lnvade and wil!need to be mana ed. Perlodk mowln of the stormw�ater buffer ls on! re ulred a(ong Repair erosion damage and owner or Y 9' 9' Y G' erosion/undercuttin g �g�ta bi lize prn fass lona l missfn . �'���� ��. � i maintenance rights-of-wAy and fhe embankmen�. The remaining buffer nnay be managed as a msadow at or around the inlet Adjustable control * NA L� • (mowing every other year) or foresf. Frequent removal of sediment from the forebay (every 6-7 years, or There is cracking, valves are accessible Repair,as needed. Professional �����1�� ` when 60% of#he forebay capacify is filled) is essential to maintain the �unction and performance af fhe bulging,eroslan or Repair and reskabilize professional Rlser/Principle and o erati�nal, ' ED Pond. Sedimenfs excavafed from E'D Ponds are usually not considared foxic or hazardous, SO �`h6y sloughing of the immediately. Spillway and Reverse-slope pipas Inlet foreba dam. Low-Flow and Flashboard riaers Repalr,as neoded. Professlonal can be safely dlsposed of eifhar by/and application of tand fllling. There is wvoc�y Ramove within 2 weeks of Orltice(s) are In ood conditfon. growth nn the forebay Professlonal See a e into conduit Seal conduit Professlonal � dam. discovery. Clear biockages of tha riser �:., . 1 ..L '�. � � , "'� 5 :: .,yk �f {'S { ! �.I '� ' ` s ' ` Z, �1 , � 4 � � s� Animal burrows must be There is evidence of or orifice(s)and make other � � r ' z � ; � �' ' '' ` ` '�' backfilled and cnmpacted, clogging adJustments needed to meet professlonai M : � ` � j j �� �-� , s' � There is evidence of Burrow(ng animals ahould be Professional the a roved deai n s ecs. � ` k .r ' _ ;�� ��,,"�` �. : ` F ; `�` ' , � ' ` , Who Wfll �`� ; ` nuisance animais. humanely romoved irom tho There is exceasive Elemant of po�entlai Prob�e� �,'; � $ , kiow tc F(x Probler�i Address � t�s C mi'lients trash,debris,or other owner or F s��P e r f CI CI G� l �: i t�s ; 2 d t> � r t 8f@a. p�ob�em There is mnre than 1 Add fiU material�nd com act Owner or obstructions fn th� Remove immediately. � �, �✓ . f �; a ;i 1 r 1 :. � .� � a '.v � jj s f�. t.x^` � � s �* S s �� ,I � p professlonal � % "��,'z'� o:. m � � �r ` �> £ � ' � inch of�ettl�m�nt. th�soU to the ds�i n r�c1e Prnfessl�nal trash r�ck. 4 � � '� µ` `�� Y � � x ' `' �� ` `' � '' � r The inlet alignment Is Owner or There is spanse veg. T ` ' � ' �� �'�' Y ; Incorrect. Correct immediately. p�afesslonal cover,settlement � � � ' a.,,� ,y� ; �t.. < <' ,.._,x�.�.. � �-„f:r {, ,v�� o .a, „ . Ade uate ve etation H Su lement as needed. Owner Determ(ne if existing planl cracking,bulging, Repair and restabi�(ze There Is excessive Owner or Plant camposition is materials are conslstent with mfsalignment,erosion immediately,eapecially Atter Professlonal trash and debris Remove immedlataly, rafessional consistent with the the general Wet Pond design Professlonal rills deeper than 2 major storms. There(a evidencs oE approved plans criterla,and replace Inches,or slou hln . Contributing eroslno and/or bare or Stabilize immedlately. Owner or inconsistent a ecles. There are soft spots, Drainage Area professional Reinforce,tlll and stabllize ex osed soii Remove invasive species seepage,boggy areas ' Invasive species are Immediately. Thers is excessive immediately and replace Professlonal or sinkholes. { Owner or present. Dam! landscape waste and Remove immediately. ve etation as needed. Animal burrows must be professional Embankment � ard c0 in s Trees plantad fn the backfilled and compacted, Vegetatlon Consider watering every 3 and Abutments There Is evidence of � There is adequate Professional buffer and an watland Burrowing animala should be access to the pre- Establish adequate access and,parhaps, days for first month,and nuisance animals. Y ; isiands and Owner or humanel removed from the then weekly during fir�t year treatment facilii the localit peninsulas need professional area. Q i There is excassive Owner or watering during the (April-October),depending Removal of woody species ^` � Remove immediAtely. (irst rowin season on rainfali. near nr�n the embankment ` v i Pre-Treatment trash and debris rofessional There is woody There Is evidence o( Immedtately identify end Mow(at least twiae a year) and maintenance access � i Grass around the to a hel " ° vegetatlon on the erosion and/or correct the cause oP tha Owner or ght of 4-9 high and Owner or areas should be dane when erosion and stabilize the prafess(onal facility is overgrown remove grass cli in s. embankment. � exposed solL pp' g professlonal dlscovered,but at least N i eroded or bare area. ' eve 2 ears, � � , . �• -,. O ''� . N z 9-C-52 9-C-53 9-C-54 � � O ` � � � � O � (� 9,1, MAINTENANCE AGREEMENTS O - I �{`*��:,-�':r TNE UIRGINIA ST�RM�/ATER ��IANAGEMENT REGUT ATI�NS C4 VAC 50-60) SPECIFY THE CIRCUMSTANCES UNDER WHICH A MAINTENANCE � C� •� � Vir inl�StormwaterMana ementHandbonk Cha ter9 Jul 2013 Vir iniaStormwaterNiana ementHandbonk Cha ter9 '=-��-a°°' ` Jul 2013 AGREEMENT MUST BE EXECUTED BET�1EEN THE ❑WNER AND TNE VSMP AUTHaRITY, AND SETS F�RTN INSPECTI�N REQUIREMENTS, � ., ! � � � P .. ,,.:, - Y � � � p . t y � � � � COMPLIANCE PR❑CEDURES IF MAINTENANCE IS NEGLECTED, N�TI�IC(�TI�N �F THE L�CAL PR�GRAM UP�N TRANSFER OF ❑WNERSHIP, AND � � • RIGHT-�F-ENTRY F�CIR L�CAL PR�GRAM. PERSqNNEL� . , . .. ' � � ;�. ...'. r . r ,:' :�: , ..,.. .,�> ,..: .. . .�... .� .� M...: h. „ �,: . .:.. . ,. ;,, ,,:,.,. .:..,. ,._.... .,,, . .,....: ,.,_. .._.� ... ..,,. ..�.., ,�.��:.. ..�,,.. � , <;�� ,.::... . .:.�.,.. ....._. • � . - .. . ;-�. ,a u:.: .... . . . . :. . . ,,. _ M .. . . ., . _ , . . .: . . t.... :_.. ..:�. .;�..: �. . ..,.. . . . . ..,_. P+r.n..... . .. . ....,c . ... . a. . . .. .. O . ..n . .. .. n . . . ... . .- , n..... .a. . . Y'. ..5. .r' . . . ,.. ......fi? .. . , . . ._... ..,. . ...�.. ..... .. . ... ...:.. . . . ... ..r .._. . . .. .... ... . .. . ... . .., . .. ... ....... ..... ... -,... ... . ....,. _ . i . .v ..u. .. .. .. � .. ..,..t _.,. ........_ . ... . ,. . .. ..�.. .. . . . ... . ..� , .. . . .. . .. .n .... . ..,.r ......... ,,.. . ... . . ..... . . ...... . , . . .. . . ,.:�...: I ,�. , � . . , . . } . . , . . . ,. . . R MECH � VF > _ .,,w x. . . � _ _ ,, _ � x . , _� . R ST TIVE V N S �R �TH� ANIS � E R � , . � . , _ . . . . . , .�, .. . �_ �, �, r. , � , u E R C C� ENA T � C u . . . . ,, > , . , . . � . ,. r . .� � I �ABL IB _ , , , , ., . , _ . ,_. � � 1..�,. . �_ . E Y SMP A T Y ,:,. �.. � ..�. .. .... r . ,. .., ..., .. ..�. .t-.. .,..._ . . .......z , ,._�., r , � �. .�. � . ..<:..r..�., .. �: .., . ,,.�... .r,r. .,. ..7. .... .... __ . ,... ,... i .M �... � ., �..,.,, ...... ... i... . ,_.. ... . �.,.... . _ , � THE V U H�RIT MUST N P , . _. . . . w . _ _ . _ _. .� .. , , . _ .. _ . � B I � . ., r .. , _. ,.� ; ; � . , , ,, � . . . 3 � LA �. u , , ,.. , � . .,. . . _. . � . . . .. . . � C H L P N T H � , _. .. . . .. . . , .W :� � . � , � . � .�.Fr a , E T� E E SURE AT E . . , ., � a 1 � ... , „ .. , , . �µ. . .� D . �, Y. .. . _. ,., . .�� . , . . . , , �. . v�. . _ � . _ � ,. . , � > �,. ,_ . � . . �, � ;� . . . . x, . � ._ . __ t_, .. �.� _t. . ry .. . x �__.: ._ _ � r :v. ,. ., :. . ..,, . . .. ,... ._ }. _ r ..�__ , , ,�._ . . ,.�_ �.�a . � . � ., . ...,� E . � �� . _ ,N . ... ,.... . F ..:.,�... .,M1�..:,� . .. .:...:. .. .., .,... �. . ... .Y..... ., ... .. .:C. �...,w: . z-:. ..�.. .. �x:. .. .. ..v ... .ri". ,. ..r. .. �- :..... . .. . . � ... �...�„ .e. ., v ..... ..� .., ,. .. .�. .... . . .. _. �w.,. . . . ... ,., , r.,-:Y.. . .... .-... �:.,., .. .« ..... o-J' ...x_ 4...... ......, ... . ., r.. �r _ _ r,._�.. 5 .. ..L .... . � , ..... �..,.. ..... . , us .. r , . ... ..:.. ., ... .. ,... .... � .u. .... ..... � .. �v. _.,. ......,.. .. N'` �u .. ..... � .,.,. .. , . ,. ... . f , ... .. , n. . .... . .,. .. ., ..., ..:.. ... .. ... '.�r- ..». .e _. .... x. c». Y . . .. .+... ... .., ..r £'� , .,. .......... ... .� .. .. �. . ... .. .. . .. r� ,. �.. ._. .3 �..n .i�6�,.. ,...Y. . .�. r�.. .. , t �>i 4,..•.. .-:s. ... .... �... s +, ... . ...� Y'. d .... �.'4.� . .. � �. .. ...�.. r... .-... 'i,...... ... .... .. : .4:.. .,. .. ..! .K'. . r r... . .r ........ ...n a �.F. � Y�q ... .. n i.>. ....... ..,� ..� :'R + .S+. .. . . . ::.. .x �. .. ,. .... .,. . ........., ,.. >., .. ... � ...,,... :......, ..,......, . ..,.. .r.,:._, .. �.... ., .:, h..M._..... , ... ._x.. ..E.,. .�.a.. �.�.r,. y. ... ...s. r .x. ... , ... ..�. ... �-.� .. .� , , ,c..._ �.,.,.> L., .,. .: �_. � .,i A r:.. ., .: „.. ., � ,... x .,:�,: ... ...,. , �, .. .... ,� ., , f , �... w ._. .n,�.. ,1 .� ... ,._ ........ .. . ..:. ,x. . _... x: .....,.,., .......,. .� , �.. �. ... ...��., .,... ,4'..,.. .,. . ,.. �z. ;::... .,-. .,. .,.. r .. .,.. � _, �. �::.,. .,... .... .... , .�. .... ..,.. . ...... r. ';'ti. ..K . _. . . .. :,. ..... fi. , .,. . -.,.., .r„w.. ., r. „ . . ,.... .. .,. , � ..., ,., . . .... .�.._ , « , ..: .,..�::. .t. ... �. "�.. ..� ? f ,�;. . ,::ac ..�v�. . :. .a �, 1 .. .,. . -..: .. ... .. , ,,... ..�� _ .... ��.., ...... . ��,.. .. ,...... .. a'. ._ .., .,. ., ..�.� ,. ::.,. -, . .s. ... ... ..,.... �.:r. ..�. .. , _..��, .�. .. . ..�.:. .. .... , :.3.. .�. ,.. ... .. ... I .._. . ...... . ,... . .., . ..... >...:�. ... .. . ...:�;. -... .. ..e >. .., . .t. .... .., ... .r..., .N. , .. ... . .. �.. ,.. , ....n.. .i. 1 s ..„..,.,.. .... ... .i.. ....� ... ......., t ,. ,:. ... .w' , e.. .._ ..e .. . ...� . ,i.,. �. .. . .... ... � .... . O ,, �r .Y :�::. . ..e.. . s ..s , ...�. . . , ���.... ... ... ,�, .... ,..J.. . . .,:. l�'� _....f' :... .... . .......... ..<:.� .x.. .... ..,. � ._ . ...... ... . .. ....... � . ...... ....... . . .:... ..,.... ...I :r. : .. .. . ... ..,�., ,. „ .. .:., ... ... ..... . ...:, ... .. . t. . ......,... . e . . ,. . , .. .. . ... ,. ....r-. .. ..r,.. ..... . , � .. . . ...1F. . ._ . .. r.. .._ .. ,. �... , _..., ., ,. .. . .a. .... .. . ..,a... . k . . ..., � ..,.. . . r ...... ... .,�.. . . . . �. . . .. . .,.. �_ .,. ,. ,.. �r . .. ... ,.._ . ...,:r .... . ..... .., . .< .. . ... . _..,. . ... . ., . . �.. .._.. _. ... .�. . .. --,. , ...,... ._, .1 .,.. ._,. _. . . . , .... . .e., . , .:.. ... .,. ..� ,- � . . . .�... ,. zi, _. . . .. ... ... ,Y.., 1.. .�.. r. s. .,.... a.... .. _ .. .., ., . ,�.,. ,�.. ... ,_.. .. .. �.„F... , .,y . _ � . ... , ._� ., ,.. .,_ „ . ,.. .� , ,, . _ . . Z � .., n . < . T ... a, _ . r , . ,_ . � ._ ,.:,, . ., ��- .. . �. , _.. . , �.. e . . ..:, .,. . . . _ .,.. ,. � ,., �... �. .. . _ . . . _ r r,� .� . � . � .. . � ,. , AS TD P HE _ . _. . � . � . _ . _ � .. x ._ , � _ . . , . . � , P AR MA S ELL ASS T K . .. � _ _. , . . _ �� , .. ,.> .,. . , . . . . ... �... �_ � �NDS E NTA ED A W N . ...._, , . . � _ < �, . .,. . . .. � r � . . � , . � _ . _, �> _ < . . , ., k , �. , . 4 . , . ,. , , , , . , . � , , IN �WLED E N T ANY � ,. , �. � . r. . , , , . _ , _ y G A 0 G � U Q U � , .. � . .r ., � ., . . > . _. , L S BSE ENT P . . . . � . 4 . ... ., _ � . . .� PR� RTY , . �. � . ,. .. E .. z � _ , . .. v . �, � . .. , . _ _ _ , . � . , u. � .. . .< . ,:,. _ _ , 4 � . . , , . ,. , . . ., W , . a . � . � .., ,, _ ri . . � , N R S � � _ . . � . .. . ; . _ , r_ . , �x _ 4 � _. � � � ... E . � , . _ � . . _ .. ,.. , , _ . .: ,.. , , � , . , . , _ . ._ ; , > , ,, ,_� . , . . .. _ , _ , .,,., .a �.... Z. :. ...y. �..:.. . �'.:� �... ..5., .. .�, � ...,. . '�� .... ....e. .� . .. �. ... �.:.. ._........ ��;:... ..,,_., 1 ...... .r.* .r_,. ,.. .... . .... ...>� . ....,... ... ...._,. . . ... . ..... .,-, .W-. �..,. . ,t ..,. ...,,. ., .., _.. . ,. .n.�. .�.,. ._. �...... .. .... .... .,.. . , .. .. ..,. .4 .:� ..:::: . :; ..._ ... ..... ,. � ....,. ...., �.. ,,.�.. t r ..-,. _...... ...t. ... ... < ..... ...,. .x._. ,. .,r. >.. ., .,.t "9.�...x... ,�... ....,..«�.. .. �.i. ..�.... .� .._ :,,: �... ....� ..:. �:,..... .. . „ fi'� � ... .� , ,. �, .. . ....., . , .. a :�.. .'..:. ..,. ..... ..� ..� .w.. . .. ..., .. _ .x. , ._,... ,.. ...,...._. ..e , ...., , . ..,,. . �n..A... ., .. .. ..r. �,k. . . J , s .✓. ..,.... ..,+..� .,.. r..., ..:. . ..,,.... ..r.. �N,,.. . . .�.,...... .. . ....,. . . . ,. , . ... .�. ., �J . . ..... „. .... ....,+ .,:.er ... , .,. . �.,..._.., .,: �r�....., � .�;.� «...<,. . ......., .�r......z ..� ...>.. ..... ... .......... . v....:., ._.. ., .., ... .. ... ., r . _. N.. 3� . � . �. �., . .. .. .. , ...,_F. .....� G--�. '. .. . . ....,... �,.��"i. ..... .... ._. , . `., .,.d'.. ..., , ..,.:.�,. ... . . ..:..: ... . .., . _. ......� ..s.�.._.E,. . . .. v . . ..,�, ... ... .... .... ... ... .. ..... .. . ..... .. . . . :-... ..n. . . . ... . ,.,. , . . . ... ,. . . ....... . ....e� . . . .�+ ,. rt. ....,... h....,.._ .� . . .. Aa .�."' .. .. . .. . e.a .1. ..... . .. . .. . ...... .. . o-4 .-.:;..n .. u.. . . ...v .. . .. .. ... . ,t. . . . . _ .... ...._. . .... .... .. . , _ �^',. . ... .... , . _ ,+ :\ _. .. �..i. . ..r . �... ... ,. . ..,.. .r . ...f_i ... ...... .W. . r , 7_. V .« .. ...... ..,. .. . ., .. . .. , . __. . . .... . .. . , . � � � .i. .. .,. _...,.� _ . ... . r.. .. . � .... . , .......,S.i : ..,.. . . . .. . �.... . ... . ... .r. ,. ,. . .... .� .. . . Y. .... ._ ... ... .r . .. ., ..... . . . ., . ,. ......_ . � .... , .,. . .. . . ..... . .. x ..) ... , a.. ...r . .. .. . ... . ..S...t . . ..... ...,. . .. ... .. . .. . . ..�.. .. _ . . .. ...,.. ,. .. _ . ... . 1. .. �.. .. ... . ......... . . . ..._ .... .... ..� ..w�r. . .,... ,.. .....�..'V . . .. .... _ ....:._ . ... ...,.. .. . ..... .. . ...:. ,(..... . ,.....,... ... .. ._� . . .. .... .,..f ...�.. k:..,.�-...,... . . .. .., �. .. a.. .. .t. .. r. ..... ; ...f. _ .. .... . .< . ........ . ...�..... .. .. .....-, r.. �„ . . ... . .. ... .... ..... ._ .. . , ,. . ..., s . ... . �..... . ...._.,. ... . . �...... .. ... .. .<. .,. .. . ... s ..._. ., ,.,....... ....,.,. .. ..., , .. . ..[..Y. .. . ,.. ... .. . . ... . . . .. . .. .... . . .. . ... ...v.. . . ,.. ... .. v _.... .. . .r`. .. .. ,. . ..,.., .x. ... . . ... « . ... « ... . . .. . . . ., . � .._ �. .... .. ,. , . . ..a . . . .__... ...,.. ....� : ... ... .. .. _. . .,., .. . . _. , . .,. . .. . .... ... . ::,x .. . .... y. . . . ... , . ..:, .. , .. . .� . . �.. . . .... , . .. ... , . .+ .�.- . .. .. .. . r.. ... . .... . .. . ..,. . ;-. 1 .. . , . . _... . . .. . . . . . .. ...�... . ...... . . ... . .. ,...... .. . .... . .._... ....,. a. ... ,�a...., �... ¢... . . . . .. ,.k . a.. ...., .,. ,., ,.. .. . .... .. . �.. .........., v.. .s .� .., ..,.. ., .. -_ ... r . ... ... .._.., . �..... ... ....,..'� t .,�._... ,. ...... .`. .._.. ,. ,. .�,.., , ..,... . .. . .. ..... ..., .. . ,..,... . � i.. ,. .:.. u �.. ... _. , .. ,. ... .. . ..W. .,.... , .x. . .. .. . . � . , ., �. ... .. . _ � _ ,. ,, , , . �. �,, . . _,... .� ,F �, � , . . . h � ,,. �,. �. . . . . x � _, .. .,. � . , , . , , , . , � . _ , ,. . . ., ,.. s. , �. ,., , , , ..� ,, z , z �,� , . _. . � , . �, ,.. . � . .„ � , r. . _ . .� • .. .. ,. . _ �. � _. . � . . t _ , . , ,_ _ _ . . ..._ , .�. � . � a . . , _ . .,.t . f _ . .. r . ,. ., . . . . �. . . � . . ... �., �. _ . .� . . . , � , R , � .µ , , _ . _ , _ _ � �� , C�V BY A DR ._ _ f . .. , _. � . , .W, . CC T E H��LD BE E ED A . � . .. ,< � � �- . . _. .�x. , f ,, t.. > . �, . .. . . A ESS � D P0N S INA . , ._ ._ . . . _, . _ . n � _ > :. � . DS G N� _� . . . , ,. „ a. .. , . � _ w . . . _ y . � E A SEME T❑ ALL A C z , , r. ,x� . . r , .. , ❑W C ES �. „ �. � < < _ x� . . .. . . _m , ` ._t . .> , . . . . . E S BY TH , . . . __., , . . W . , _._.. ,� .. � ,., .�y , , , . _ . , V , . � ,..� . � . �� ,� , r . . E S _ ,. . �:. _ ,�_.. . . . r .. . , MP IT � , ., � . . ,. _ ... .< ,..� . _ ,. � ` _ � ,. _ .. ,w�. . A Trl R Y T NDUCT � . � . . , . .. , . . . , . � , . U ❑ � C� � . . � „ . � , . , �. _ y4� . . . ,. . _r r . . �. .. . . � , _. . . � . r . _ , � .,�� f . � : . _ . � r� _�.� � .. , � . _.. . {.. . . �_. .. ,. ... . �._ . � . _. _ . . � . �-.� . � _ � �, . . � , . r ,. ,., t f . .,_. � � �.. , ��e ,� . .. . , , �. s _ . � , ;:. � . _ . � . .: . P f .� ..�. .... t .. �. i ., . �. � .. ..s 'L. .... � . . �:. �. .a.. . .. . rr� ..� �. ..f.... r. ......_ ..... . � ..... . ... ,. ...... ..� .�. ..� ... ..F ....... . G..,�... ..,.. .. ... . . > ... .e. �..a,. . ...'..T.,. .. . .. ........ ,.. . .�.. ... ..i .. .,. ... ... ,E'7 ..._.. .. .v ..,. . ...���. ��:.:�.. . ..�+K' /�' ., r� .. . ... ..t. .,. . ,�.. ..�. ... ..... ..�. .... r.... . . . ,..a ..2�. ...,. rn �. ...� ' � ... ...... .,� �`: . .n. ..., .. .... f .....5... .k�eF.. Y. >. ...... .. �.,... ...,. . .3..... ... .�, . � . J .. .., . J...i. . .., .... „ ..a.L... .�,v.....J`. ..., n��� ,. ..�� . - - . ....�,. .. ..,.. :. .e . , �... �s . . ..a .. „ ... « .1 .... .... . .. ..:� ..n � ._. .. ...r,. .... . ��.. ,.., �... . -.:K <.. t...: A ..... ...� +�..: ./'�.. . ,...,. . „_. , .,. , ., �... ... _ i:.�. . . ....f .�. ..,.., , ...c._ .Y'..� ... � a... ,. .... F'. �e.,�'.... '.. ,. _ .. �. ..., x;: .. .. � „t. -......, . «.... ,e:. . .�. „� +% a... .. ..�. . .v... . . . .-...r ,.. ..�.. -.. .... .�.. ... . � . ... ,.. . , ., ..,. ...: .... .e. .:�2. w �rv:...�.... :.�n. .,.r. � .... �.lr , ,. .:._ �..... : . ..... ...,.. _ ,.,.:: .: .. .,... .,_.., .._ ..� _ ... .�_ . . 4 ..,� � .... .� ,. . � ... .,... .R ._. .f�.. , .. .. ._oa., ,... r .<. ... . . ..:.. .... .. ... . .,. .�.. .z .� . ... .�. .. . .._. ,. :::. .. ,. , ...... ... ..r.. ...r. ,. t .... .a _..,.: .,.>> , ,.. . .�"... .:., ... , �a..- . ...,.,. .. . ... .,,,, I . ..,. . ... ..,. _ .... .... ., , �.... Ya. ,.�.�; .. . �5. �'. ..., ...,.. . �.. ... .. Kr. .:�. ..... ..�... .. .. .� .d i. ....,., v� -..... ... .... ... ; ., 4. . . , . ........... . +r.. .,... .t♦. ...... .'MF. .. ....r. .. ../ . .. ..v ... . . k .. � . ......� a. .S .. . t: .J. r .�.. ., e....�+.� . ..w. ...v... ..'r . . i. .,x .� ., r..a.. ..... ..t. u..n�..�.. ..�':�..... '{.. ...... .,. .,.. . . . . .... f. .,��. . ..._. l.. . ,,.....�.. . ......._ ...C. �. ..t.. ..,. ,..... .., ._ .,... .., 1 ,c ., 1. ... ,�' . . .r .. �:'r f. i.. ... � .. � .. .e...,.. ,.. . , .1 .� ._ .. �.,. . �... ... ..,. .� r .�.,� ,.. ... _. � ..r.F .-.... ,.. .._. .�. ,. . :.. , .. .. . ... . ...., .':r'.,.r ...:.. .........�... ...f. .. ..... .i . : ..,. ...... �.r . ..... . . �°c ....>. , ,..K., ..... . k.. .� � . , .f _... 1 ,,. .... _.. � ".'F i. .rt'. ,. . .. .c .. ., .. ... .,...i.' . �,:.... .. ,.�� ��e .., �,. .... .�. . .r ,.... .. �r. .�. .i, .,� �. .o-. ... 'f,.$� ... _ s. .... ........ .. �1.�.., .. �. .� .. . ..r�,. ... .. ��t. ...�' ., ... . ...vv... , ... ... .n. .. .._ .r e.. r�, ... . .�.._.... . .n. . ,.. U✓. i� . -f,. . ... . .. ...s'(': ..r . ... ..,�. W... . . :.v.., n. . ,,._ .... .... a ... . ... ...f 'i ay.....r�. . . �.-... ... . . . ,«e . ., ...ra. . : ,.v. ,. .... .. ,..J... . . .s.. .. '.: W. .., ._-... .,.. . . . , . _... ..:. .. ... ..._..�.' .. . , �... S. . e__.:n... . . ... S.(.... . ._. �... .. .r ... :.-. .. .. > ,.. .. � �.,,... . .. .,d .,,..na ... . , ., ..e. . .. .._, .��. .c. .�..1 _. �. ✓ fi. .. .. .,, ... . r . �.: . .., .._.. . . . ..........1 .. ,. ...... . .. '.-- .... . .. .� .. .:... � ,_ . .. ..... . .... . ...... .. .. :.._. . . ,:��, . ... .., . ,..... ..:.. . ... ,. N. ...., . .. . ..... . A .. ..t" : . . .. . .. e. . . .,.. .,. . ,... ..'l, .... x _... , , . �.... ... ...c _ ,.,.,. ,..,. x ,,,.. a... . . . .. . . ��� . ..> ... _. ... ...-.. ..u' .. . . r_ ..�,..�.,.... ..t. .... .... . ....,., .... .., _ .......s. t. ... ... .. . . . . ._.. . . .. . ._ .. ..... . . .. . & .. _ , .. ..... .. t'.� . ..�.. . .. . .. �.. .. v. ....., r� . ... . � � . ... O I �. ... .� w .. Y rt . . w I � . , . � . .. ,. w �. � � �,, _ . r� wi � � . M NT NANC_ W Ef� NEC . s� , �. .� . f _ fi. � . _ � I � � I SP T NS F�R MAI E rf ESS � . , _ . . �, . , , W 1 . r � N EC I� AND P R A Y . ... , k. ? h _�. . .<.� .: . , � � __ , � E R . . ,. �. . . ..s . .. 1N .. . .. . R .. ,. . .. , . . . , t . _f . _ �� .. . . , ,�µ. > . ,�._.. �� . , .. . , . . . , �� ..� ,, � . _ z , , .. : . ., . . . � �. � � . �, . . w. . _ , .. , n , � ,v... ,. �.. � � _ . , � .. . c� � . �� . , ... .., . ._ , .. . . .. . ,4 .. � � _� . r . � . . .. . : __ 1 _. .,: ,., .. ,,. � �_ . . , .� , _ .,, . , � �.. , .,. i. .� .,. ,��. .... _ . . .. , .., . .. ,....., .. .�� ... ,...,. a ..... .x.. ....... .. . , ♦' ., ... �iS. v. .. k, �. .x.. .. .,�. �-��,.,. ... .. ..,. _.,t.: ..+ .. � ..e� n. .. .� .. .,,..: .... .r e � .�:.. :.r�... ....,.� . .... f ,.r,..... : ,,.., .:,..,.. . ..,.a.,,. ...� ..x .,n .� .w.,'.�'.� :... . ... ... . .a:... .. ....r.:s .�,..� �_...:...: . .._�,:..,. ,m. ,�.•t± �a , . , . r __� ,.. , ,._ ._ , ,... ... ..,.,�. < .�.. ,.,., w .. , M., _ , ..,,:, . ,� . ...... ,., •:; ,. �t ,. �. :...,,.. � �r... ._... � x.. ........... c . ....,.. . ,+... ._ „ ,. .,. ., . . .�...,... . ..,:,.: . ..�.-:. � ., , .. . . ..r. ..._..., , x..... . .. ... __. . � ,,.,Elementof., _ ,�,, .. v, . _ le _ . ;Y,.. ,.� �. _.... ,.. �. ,, , . .�. . .� E e t of.� . �` _ . �. _, . , . _ ... . .. .. . � . ,�.. �� ,..:: . , _ � � _ �t � , � . , _ _, r �. � : t?� . . .y,. . . �_..,� . ., _.. . A... , _. . t _ � � . - . , ... . . . _ . ., . . _„_ _. ., „ . . . . > � .._ , r . .. _. ,. ... _ K , .. ._.v _, . � . � . . � ... �� .,, _. < �. r ., . . _ . ��.. � .� � . x.�.�i, . ,.,. ... ..... . , . . ., . .. ... : .., ..,. ,_.. . , ,. . � . ,.. .. . ...f � _.. . r . o P ob .. , _ , w _ P.able . � . e H w a x r le , .. . _.. toFx d . ro lem _ Fi r s.. ..x _ .. [ .. ress _ r . ti ,P b __ , t . d e ,. C e , ,. , _ A ,. C � v. , a _n . ..... . . . .r o m ts ._. w i . � . , o .. t _ Ad . r Po nt a e ct ,_ � .. . . e � . �a. .. . � _ . ., te P ob k �' . �! s. .�,Y • I � �. G . .� .� a ,. , .:. � , t .�� ., ... f ►r1 . . ttt ., . , . I ( � .�a � , .,. , .., ,� � , „ __ , . .r . g .. � . m. . M � . . �, n . mr� _ T T . �. ,. . _ , ,. , . � . _ , .. �. .. � � _ _ E � a _ . . �. . .>_. . . , . .� � U A N G R M N E N � � �_ � v ,, � �_ t w. . _ .� fr � . � m. ALL P�ND NCL DE _❑ E M AI ANC AGRE _ _ 4 � ,, , , „ � . � � �. r.�. . � , . . !. _.. _ . ,�, . , .� , . � ED S MUST T E EM NT ,. < _... � .. . � �! .- ._. . E S C�N I , . , �r. . . _ s , . E .� . .� . . , _ . S ST � ... �, . . � , , NT TH T . . . . .�, _ . .,« � ,. ..., � . � _ � _ � � . �s . ... ... . . . _ �1I H P I . .. , :. . . � �. � _ �. . .. � � . . , . ., , E ,,. , _¢ .a. , .F .� .�� ..>r.. ..,,.. ..�..._ . ,. ::�� .,. .::. .�� , ..,.�.... ..<.. .� . ., ,.. .. L V . . . a ,. _ _ ., � _ ..s., R�VISI T _� , , , . _ ., .. � . _ , .. � ..� . . . � ,-� �.. . . �y S F� N M P U A � r ,, � . ,_ , � x � � , ❑ a S REG _ T N _ , . . � _ , .�. _ _ . , , . .. . . ._ , . . x . I❑ S , . , , . . ,- � _ ., . �., . __ , ,. � I ..,� P.. . . >,. � . { ,�. ,:, u . . ; u , . �.u. BM . , � . M. , , . , . .. , .� .ri:. , , . _ . a . �. .. w ��. v : _ , 4: . . . _ �w. x � � � � . . 8 _ . , . � � , , . _ _ _..r. . � , , �,: �cn � , , _ , � �. . F . r w . 7 a , . . . MP ._ , Y . r . >.� .. , , . .. , , , � . �. � � ,. �, . � ,. . ,�.. . , , v v ., , . , r . . , . � .. �` . . . . .. . �. . t �, ,. �. ,. . , , . , m rn . . . _ . : . , . ., .,..t_ ._.,. .. ...�..., ... ,.. .�. ..I i . .. . .. '� ...�... .-�,. ...... .:'?.. ..... �.� .r. �. ..� v ..... _.. .. . ..... .,..... ...:, . ...... ..... �... � �: , . .. r. ,. ..,:« ., ..v... , . ...... n. r�v..,. �. .. , ....�� _ .s. i. .. :. f .. . �.3 .t... ....�. .p... .u . ,.:...s . .� .. ... ... ... , ... . . . . �,_... . .r_... ... � ... ..,_ . ..\ . �....� ,� ... . 1,-'.. .. ..a... a,..r....:�, .'.:�.. , � ."�.. ....�. .�. . ..... ..o.... ... ,..0 ......... .:H:.. . . A` .. ,. .....i. .... ....,..0 . . ..r... ... . v ... . . . _• . ,. . �.... ... .... ...� . . v. „ .'a. ...... .. � :... ,� ........,k .... . . �.. ,_ ... , , .. .. '...�.. r.. ,. ...�. . . _ ..,.. ..�^ ., . ... } :....... ..... .... ,. .: ...} b :..... ....v ... .. . .. .. i......�.. .o.,...... . ,. •,'i.�-. . F - .. ,.. .... . ,. ,Y J ..'..�.... .. ,. >.. .. .. . ��►.. .... ..: N_ .5 t. .,...�..» . .. .....,.. r.. �..:-.:. ,. .... ,.x . .e. ...., ..... .... ..:�.. . .. .,_ '�' ._±. r... ..r . .. . .. ....... s . _ �:. . . . . .. K ., w . . ...Probte _� v� , x. � , � .�. . . �, . ., �. ,.__. _. � � � r, r, � � _ . . , . ,�� , , _. x . , . Proble . . . ..r, : . .. . .. _.n.. . . . , . . . . . .:. :�. , ,... .,. ,... ... . ., ... _. �,. _ >. . � . ...,. . .. ., ,. ,:..�. ... ,. .. ,. .. , . ....m.. . . �� . . � , � , ,� . , .. �. _ _ . . . . ,> , � _. .� m __.,.,� . . �.. . <.. ..�.. ... , ... ... ,. . ._. .... ....._� . „._ .... ..3. _., ., ..... .... .. ..� r..... ..., . „ . .i.. . . ... ........ . . , .. ... _ ._ . . , .., ,. �3 , ,. , . .. , , ., . �. - - . � ..,, , _ , .., ,,. ..,..r. ..... .> 1. ,.v. .r...r .. ... .... ..,. , - ..., �. .., , k .�.. .,�, r .... ... .,_ .. ... . �'.� t ..... .n ..�� . e ..... . .v ....�... :.... n t e,. . ..... ! . .,a .F...., ...v ........ .....n . �t�':�.v�. ^'k..... ... .n. .. .. ,. ..,. ..�. i�..;�, ..�� (p ... .., . .�.� . , ., ..:.�. ��,..... x.. ... .. . , , .�F.,.. . Y . . .k. . , .� .. . .� .:�r .t. �.. tSi�. 3 . . ..... . . t ..., � O ..., ., .. � .r� . . .,..._... .. ..� ._ . . . .. �. �. . ..r .. . .r..< .. . .... . .. . . .. x . .. . ..... ..v,. ...,u.,.. .,..., . .... ..., . . �.. . ,. ....'.s�... � ., i......:��. �'� , ......... . .... Yr. . .,. .. . . . ..._ i . . .Y. ...r_.� T.. .,�.. . .. .. .. ... ... .. . . .. . ... .... . . .. ..._ a.... .z .Y ... . ., . . .,. .:.. n ,, .., . . , .. :..,. .c :a'.. . .. ., . .F. .�. .. , . .:�... ,:. .. .. . . .. ..t ,.. . u .. , . .. . ..:v�....,. .. M. . .:..0. > ,., t . .. . , ,� . ... .....� . ... .l. ... , .:... .. . ,.. .. . .... . .._. ..... .... . .� ,�.,... .i ..... ... . ;..r'. . ... ..... ,. ..� ,r J...,.. �,.. . .. . . � ._. .�.,.. .,.. ... . ........ . .., ..,... ........,, .._..., : ... . ..... c, .. .k_. .. ., . . ..v"". , .... �.. .�.,.., ........ ,,....... :...:. _ .. . .,... . . . �. ._� . , ,. r _ . �,. � v �. . . , . .. N H E M D �lA C T �.. , , , , .c_ > � � , a , . , �. . � , .. , . AND MUST C D E R C�M ENDE � TN ENAN E AS D) A � .� ,.._ � , s . ,� .. � � , . ,. � ,. _ . I LU E T T KS AN . s . �, _, � � C�PY �� . . . .z ., 4 > . r� .,, , , _ _, ,_ �_ . , . _., . .. � s� ., ...,._ A ,_ . _ . . .. _� . , . .. : r . x � . � _ . � � �. � N AN _ . _ , .. . _ . � , �� �t NUAL INSP ,. . , . . . r _ , , . . . . .. �.. . �. . _. . :, . _ ,, r. . .. .. . _ � i . . ,� ECTION C � _ .. . � . , ,. . . , �. . .�.� , . _: t r HECKL ST s ,.. ,_ � . . . ...,. ..w .N. ,.,, , , . . . .. < _.... .. , , ...._ .� I , � r�_ r ,� , :� ; _ v , � ., . .. .�a� ...,�., _., ,,.....,. . -.. ,.. -� , .,. ... ... ..�.t: � ,. < , ... . s. . .,._ ,,. N. x, a ,, ,,_. _,. _ �. . , � � . . _ �.. . . :: �,. r ,,�„ .� . KE . � ,, , ..., ., , , . _. .� � _. . ,_�. , � ,. , r, � � � .,.. I . >, . .. , �...., , .. �r �.. . . �_ . ,. , .� > � :: �- ,... ;_. . a ., . ,, F � O. , .. . , � ,.. ,_ � _. _. .,. „ .. : ,_.. . <e s _�.. > ...., r. .: ,.J : t. y . ... . , F. ,, . . _. . . . ,., J. ..;� , . ._, ..�� ..._ , . ..,.. .e. ........ , n . � a .., i. ... , . F,�.: .X"' . ,.�:.,�. .. ._ .,g.. � .... . / . ,., ..... .. . .......'� . ., ...... .. < <.h.,...... , ,a.. . � ..... � ... ...: ...... . ..:.,.... ,s .... ... >... .. > . ., ..M ..�. .....�.., , . .., , ..�...., .:., .. .......... ,...x.. :.3 .. ., . ......c, . .,_..,.. .._.,. ., .,....,, . . . .. . ......... .... .. . . .... .., r , T... �C .. �,... ..., a.... ., � ..:.-, t�.,�,.. ..,�.. . , ... , c t.. ,. .... . ...,.. . ....... ... . .... ...,...,.. . ...,...., ...� �':. . � . . . , .�. . .. ._.. .. .....,.. ..:...... - .� ...... . ... ...- ...�. r., .. .., ....,-.. r., . . .. . ..�...ry _. . . . .t.. .�.,. . . � .. �,.. �.�.-. ... .. ... . ., r..... . ., . t �. . . . . ..a .. ......... . ... . .d . .. . , . .... .� .. ... .. . . ... .. . . .. .. ....r .r. . .t..r .. ... . ...... ..,..... .. _.. ,.. . ... . . . ...:, ., . . .. ... .... _.. . .,.. . . ,.. . . .. ... ...... . .. .. . ..,,. ... .,....F . . ._... .,.., . .. .. ....,.., ..., �..r... . .. . . ,. . . . ,. ., ..,.... . ..�i . ... .... .. . ... . ,.. ... .... . � .... .. .... ... . .�. . . . ... _ ..._....... .... . .. �..... . . .. ,. , ... .. .. ... .. .-,. �. . . . . . ., .., ..,... . .. . ... ...a .. . ,�, �._. . . ....... ,. .. , ... � ...d . . . . . ..,x.. . . ... s. .....,.. �. ,....... . ,..,..,.,..! . .... . .. .. . .. . . .. . . . . ....... ... � � . .,,..... .�.... .. . ... ....... ..,..... . .. ..... ... .. . .. . ........ . _ , <. .. . . ..�L . .. ... . .._ ,.. ,...... ... .... . . . . . .r. ,. , .. _ ..v.., ...i �4 ...... ,� . e, _. .. . , . . _ , , � �.. _, ,,, , N ,y :� . . „ Ct .< . .. , r . d, . . „ ., . r , » � �. f. ,....s.., ... . „... .. ,.. ..�. .: .. . . . ........ .. .., . , . .. r'. .. �.. .. .., , .,. ._ .. k .� ... .... . . .... .. .. . . » ,. .., . . �. . .. .,..�,_.. X./ . . ... Y . ..x. . . �. ... ., . .. .. . ., ,... .. . .�..... ., .. . ... .., . ., .a.. . . , . z... ... .,v.. ... .. ..., .... , .. ..... C.., . . .. ... .. . . ...... . . . .r .. .. „. . ., . .,...,...I... . . ... _ .,.. _.,S., i. ..... .......4. . . � ..5 .. . ,... sn...:...s. . . .,w,e.„.r ,..�...�.. .. ,...} .,.. , � . . . . .. ..., . , .� .,...r�. .. .. '� .,,. . ....„ . .. .. .�. ... . .4. .. . . . . . .. . ... ... . . ...< . ..l . , .: .,.. . . . _ ..., �..�.. , ..,,.. :r... , .::r.,( , . , .. .. . ,a� . . . _ _, _ ,� 8_. ,� .. . , . , .. .;..,. ,,. . _ , � � ... � . . . . . .-. , �. . . . . _ _ , N . , ,., , . . _ ,. _ , . . . . .� _ . ._ . � , _ � � . . . � ., _ � _v . . . , . . . . . , fl �. t ...,.s ,_ _ . . _ , � . . � .. _ . . � t _ �. . . .. . ,. . . . . , ..� �� . . _.� � . , _ ., . . � , . , . ._ .. • T , � . , .. , , . ,�. . _ . �, � �� _ � ,�..r_. r _ _ ... . .., . , .� . �. , _ , .._, _ . . _.� . . ,. . w. � . � < _ � _ <. _N . r , .. , r . , . , ,._ �, � , , { �. � . � { a y_. . _ N NA R EME T N LD . T . F ._ w _ _. _ v 4. � . . s . . . ,, �_ . . � . . . _ . THE MA_ TE NCE AG E N S �U ALS N UDE C T N . . r . � _ r . M . . . . ... _ � � ,. .� , . . ,, . ,. , � I CL �N ACT F"� . . s . , . . .. ,r a. _ 4_ � � . . . . . �, . , , R T r , * . . .� , , , � �. , , . �� 1 . ,. _, . MA N ,_ . _ . .. u_ � � ,.. � � � � I� OR D�J RS T � . , ._ . _ . , ... ., . ,, . . , � � .. .. . , . . , , , . _ . . . , .a �. , , , � . . , d . . , NE Q T � _ �� . . � . . . � _ :,w . r , .,s _, x w � m � . � . .r GE �C � . .� v, ., � . . m s � t � ,. _.. r � . . . ,_ , � L A T E _ . , _ �. _ ,. . � , . < � � . , . L �R S AT A SIS ANC T , , _ , ,.. .. , , S T E ... . , . >. � . � . �, a s _ � , h :; . � � .. r t. � �, t , , . �. _ _ . . . . ,. _ , � �� � ._ . .� . � , ., : .. ..... .. . _ � . � , a. . � , .. . . _ � . � . �. . , , , _ . � � v �. . n � �. . _ _ � , . � y. . : M w ,, . � , r : , , .. .. . � K . � c� . . � , _ _ � , , . a� r . . .. . . .�. ..� . . , ,. . �. . . � , . � .. . . . x _ . , �. ., . , , ,: ._._. . � . m, x ._ . . A , ... � _ . „ .,. , , � P t . .. . . _ , , � , r , � ,. � �... , , r ; . � � . _ ,. ., . �..,. ,. �.. ,. . �. _ , ,.. �, n . , . ,. . ., � ., .. . _ . , . .� _ . _ � ,, , . � .. �. . _ . . . , „ , ,. ... , < , �. . e �.. , � . . . v , . . .: __ .< � , _�_ � . � . .. .., .r ., _ _._ _. . . . _ � _ _. . . � . . , r �,. � �_ � . .. . x a x � . . _ : . . .. n. _ , _.. � , �., _., � . .. . .. _ . _ . . � . , . ,. . . s . . . . . . , , , ,� . . . . . � _. � . . , �� , ., , . . _ . . � � _ . , � ,. ,, . �. �. � . . � . . � , . _ . . . , _ �. . �. , ,, > . . , . � , . . , ., _ .. .. . .., .. .t . , . ..,.. „ ... . .... . .,.._, . .. .. . . ... . .. . v, . . .. . . .... .� .. .. M ,�. ._ . .:,... .. , .,.,_. . .,. G. :�,_.. ,, � ........ ... . . . .. . . .,......... .. .. . . r... . ..... ._. _., . ...�.� ., .. .. . , ... . .....� . . ....,.., ._.. ...,... . . .. .,......,.. . . . ..._. .,. . ... ,.. �.. . ,.. . .. ., .. . . ... . . .. ..� . . ... ... i . ... ... .. ._. . . . ...:...... t . ...,..... . , .,. ...,.. . ..a. ,...,°� .... _ . . . .,,. , . _ .. .. . _ . �.,� . . ..,... .. .., .. .... .. ... w _. .. . ,. . ,r, . . .._..,,. . . . .. . ...... . ,�.. ..... �.. ....... .. .... . . .... ,�. .. . . �... ,.., .. . . ...r. , . .. .. ., . .e. . ,. ... . .. .� . ..� . . . ,..,�. .., r ._. . ,.. . ,�._. . .. ...,.. . . ., .,.. .r . . ...�. . . .. .,,. ..... ..._ ._ � _ .. r. .v. :��,. � , . .�.,. .� . ...... ......... .�. . , .. .. r . ..,....,.... .. .,..._....._..,.,.... .. ....... .. . .. . . ... . . ...... .... .. � .. ... . . . >,..n ..... .....w , r . . .... _ . , r.. . .._.. .M . ..,_ ... . . r ,...d .., . ... . . ..+ .., .. ... .... . r. .. . . ..i. .....k....... .,. . . . .. � . . ... .a......, ..:-�.. . .�.r_. . _. . _. ... _ . 7K ...... . . .. .. �. .. ._.,.. ... w . ........ .. ... .. . ,. . .,.. . .. ,,. .3. ... � _ . � „�. , . „ . r . ..,.a.,.. . .. .r , .,.r .. .. .. .. ........ . ..._.. ,. ...__ .... . . _. .. .. . . . .,_. . ✓� .. . . . _ .. ..,......... ., . ,. .�., ._., v.. ,....,.. ,__. .. .�...�.. .. . ...... ... .. . .s ,r..�. .,. . . . ,c... . . ,. . ... . ...a_ ,�...___ . r. .,. .. ..., ... .. ,.R . .. .. . .:.. ... .. F'r . .....,. ... . ....<.._ .. _ .X ... .... . ::..,. .. ,.. r . ., . .,... .. _ . . ., .. . ... �:. .. .., . , .. ..e .. . . .�. r . ..,... ., .�.... ... .,_.... .. ... . .... . . . .. ... .. .. . . ...� r. r . . . .. .., .. ,_... ... .,, ,. _ . .. ....... ._ ..,. . ,. , s._.. .,. ..*5�+....3 . .. .........,v .. r .... ..,,.. ,�<.. .1 ..._..,.r�a,,..`�,... . ,�.. .� . . .....,t. . . . s �, ... ... . ...... .,.... . .. ... ... . . .... . . . . ., <.__ . ., .�' ,.,,r_... . . . .,. .. t .. _. 3. ,., . . . .. . . . ��,. . „ 4 � _.. � __, ,., . ... T , , . _. . , � � , _ , . _ . t . ,. ., . � . ..� _ , , .. . .. ,. . . � .� s , . ,.. _� , ., . . _ r � .. , . , ,� , . . _ _ , , , w .,..,. , � ., >�� � . � t . � �.,, T , i P . � , . �. u.. , ...� M .� .� �. . . , c. . . . M�N �U_ ANCE R�BL S S CH S T � t . _. . , . . k . , , , .. .F � z ,._ .�, i . � � LV C�M S EM U AS M QUI C�NTR,� ._ _ .. , . t ._ . . . . ,r ., F w ,, , . _ w .... , f , � _ . , . ._. . SCl E Q 0 L GE � � . .. . � , � � �. � x , � , , . ,, _�. �. . ES V P �. . a , ,. . , . . r ,. . � k � . . „ . I N A I V ._ .. . �. . �_ .. , . M . . ,, , . z� � x� , .. . , S E L A T � � 3. , � . , ,..p . � � � _ �' � . , ., � �< _. , N S . a: , . :� � � . .� _.. _ � � , _ .. r , V F� .. � _ , � .. _ , . .._ � , _ _. � � . < .,_ , _. , . _ �. E TA , . _ . � � _ ,. , . w ,� ., , . . � , _, �t . � ,wx. . . _ , GE TIV ANA M T � . „ .._ � b . .F w _w . , . , ,r. w E M GE _N AND B A , , , _ _., . . . _.. . . . � _ . �,_ � , .,.. , . .� . , E V R . . , . , �....r. . , � _ , � .... . . _: . . _ .._ _ . ._, _. r. ,,. .� .. , . F ., . .,,. . . _..:.r ., ....... , .,.e. .,,.^.,.... ..„:�... .. �r...��. ,.f. ,�+t1,.�..7.b4n Y`^a'k:kx.��^'�..,�...�:,... ,a,>x, ' su . ✓,. ..�.�., ...,� ,... ......r ..,,... . ...�.s ,�� , r,,..,.,s r ...'.:.5 ,...,n.vx. ,..i,i.+! Removal of woody specles F - Inform involved property R E M 0�/A L� �/� Encroachment on ihe , Owner or � � There is woady near or�n the emergency - - owners of BMPs status, `�'1 i growth on the spfllway should be done Owner or pond or easement by Y professional � O professional ciearl mark the boundaries � � Overall bui�dings or other (and perhaps 9.1, M A I N T E N A N C E I N S P�C T I�N S O spillway. when discovered,but at contfnued) structures of the receiving pervfous {�e Ipcaift leasteve 2 ears. � area,asneeded " Y} MAINTENANCE ❑F ED PaNDS IS DRIVEN BY ANI�UAL INSPECTI�NS THAT EVALUATE THE CdNDITI�N AND PERF�RMANCE aF THE PC]ND, '�\ T h e r e i s e x c e s s i v e S a f e t y s i g n a g e i s n o t P ro v i d e s u ff i c l e n t,l e g i b l e O w n e r n r I N C L U D I N G T H E F 0 L L�W I N G� � � , Owner,or O trash debris;or other Remove immediately. ade uate, safe si na e; rofesslonai . � 8 v e r f l o w l E m e� ' p ro t e s s i o n a l MEASURE SEDIMENT ACCUMULATI�N LEV�LS IN F�REBAY obstructions. I� gency8pi11way Thereisevidenceof Repaireros(ondamageand Owneror • MCINIT�R THE GR�WTN 0� WETLANDS, TREES AND SHRU B S PLA N7 E D� R E C C 1 R D T H E S P ECI ES AND THEIR APPR�XIMATE C�VERAGE, AND � � erosion/backcuttln reseed rofesslonal NOTE THE PRESENCE �F" ANY INVASIVE PLANT SPECIES� Therearesaftspots, Reinforco,fillandatabilize owneror • INSPECT THE CCINDITION �F ST�RM�JATER INLETS T❑ TNE P�ND F�R i`�ATERiAL DAMAGE, ER�SIDN OR UNDERCUTTING� see a s or ainkholes. immediatel . . rofessional � � • INSPECT THE BANI<S �F UPSTREAM AND DOWNSTREAM CHANNELS ��R EVIDENCE �F SL�UGHIiVG, ANIMAL BURRCJWS, B�GGY AREAS, WC1�DY C� h Onlyonelayerat Refnfarcer(p•raporother � GR�WTH ❑R GULLY ER�SICiN THAT MAY UNDERMINE EMBANKMENT INTEGRITY, �„� > stone armoring ex(sts Prolesslonai � J armoring materlals. ,�,+,�. ,- � •.� abovethenativesoll. x' '�^ COUN7'YUFALBEMARLE • INSPECT POND CIUTFALL CHANNEL F�R ER�SI�N, UND�RCUTTING, RIP-RAP DISPLACEMENT, WD�DY GR�WTH, ETC� ""�� Q 7heoutletprovidesa Stabilizeimmediately,as Owneros ����• �� Uepu�tmentofCammunityUevelapment • INSPECT C�NDITIDN OF PRINCIPAL SPILLwAY AND RISER ��R E`VIDENCE ❑F SPALLING, J�INT �AILURE, LEAKAGE, C�RR�SI�N, ETC, stable conveyance needed,and clear �!.Y� �;r 4y � � fromthe ond. b►ocka ea. professlonal ,��n{ha • INSPECT CONDITIDN C7F ALL TRASH RACKS, REVERS� SL�PED PI[PES �R FLASHB�ARD RISERS r OR EVIDENCE C]F CL�GGING, LEAKAGE, � '� T�e�e�$Wooay ' Construction Record Drawin s As-built for VSMP D E B R I S A C C U M U i A T I 0 N, E T C. � Prune ve etation back to ; Owner or • , . g � , � 1^ growthwith(n5feetof g • INSPECT MAINTENANCE ACCESS T❑ ENSURE IT IS FREE �F W��DY VEGETATI�N, AND CHECK T� SEE WHETHER VALVES, MANHOLES AND ' t h e o u t l e t i e b a r r e�. � � . � • L�CKS CAN BE �JPENED AND OPERATED, �� leave a clear discharge_area. Professional Tnere is exceastve The follow�.n is a ltst of informat�on re u�.red on construct�on record drawui s for � ; trash,debris,orother Removeimmediately. a w n e r o r . , . 7� I N S P E C T I N T E R N A L A N D E X T E R N A L S I D E S L�P E S �F T N E P d N D F O R E V I D E N C E ❑F S P A R S E V E G E T R T I V E C O V E R, E R�SI�N, ❑R SLUMPING, outiec obstructions. pr�fessionai stormw�ter faciutles (reference Water Protection Ordinance 17-4�,�). It is preferable that the A N D M A K E N E E D E D R E P A I R S T M M E D I A T E L Y, Tr,ereareexcessi�e constnictiaa recvrd clrawing be prepare�l by someone otherthan the clesigner. Plense do not . BASED �N INSPECTiQi�l RESULTS, SPECIEIC MATNTENANCE TASKS WILL BE TRIGGERED, EXAMPLE MAINTENANCE INSPECTIaN CHECKLISTS sediment deposits at Remove sediment, Professional provide�tesign clrativings as cortstrctctiort record clrativircgs. F'Cl R E D P 0 N D S G A N B E A C C E S S E D I N A P P E N D I X C �� C H A P T E R '9 �F� T H E :;V I R G I N I A S T�R M W A T E R M A N A G E M E N T H A N D B��K C 2 010), N o. Descri ption Date 3he nutlek. � Discharge Is causing Repair,reVnforce or replace � � • � 1 Count Review Counments 4119119 , undercutting,erosion A.A s�gned and dated professional setil of the prepanng engtneer or surveyor. - �.w: 2 Count R ew C im ' . r(p rap as needed�and Profssslonal , , , . . : . . , . . : . .,. , , , .�_... , .... .... ... ...�:.�,,, , ;.. . Y evi o ments 5/14/19 or displaced np-rap at restabilize. ; B.Thc,name and acldreas of the fum and individual preparing the cllawings on the title sheet. :�� o�s��t( o€' UUE�.ET P�OTECTIQti ��tti�9`A'ItQltN.G;.PtP�:FICt�llil� FUl.:. ' ::'`ca. or around the outlet. C.The constructed location of all items associated with each facilit ,and the ins eotion recorcis to verif " " `" ' Estab�(sh adequate access, Y p Y � 1�iTtltilUt�t TAIL�IA�"eR�C:OHyiTICti;`(T��;'.Q..t+ Ulp�h�YfA� �, Remove woody vegetatlon' proper dimensians,muteriuls and installution. The item�inclu�ie,but are not limited to the following: `c� � _,- i� ,�� ,,;; � i_ : Access to ths facflit Professionai � y and debris that may block 1. Inspection Records and photogrttphs for pipe trenches and bedding,inclttding underdrains. } t���� �r �� ���.' ;�•���•�, ; or its components is and,perhaps, 2. V#deo Pi e Ins eetion for an i �,s which are not ttcecssibic,ox vic,wablc. `,� �,, �; ;; � ;��« �` access.Enaure that , , , , , C'; ,,, � � � ��, adequate, the locality P P Y P�P � , harciware can be opened . . j � ��33 �� I .� � �' ,�'' �',. "� and o erated. 3. Updated L�wtion with geo-coorclinates of all facihdes. C�': o , � , � , i �,F ., Cnllapsed fences must be 4. Verlfled Drainage Area mape for the drainage area treated,and for drainage to the facilities. ;7r/��' `"'�` • f �u`� �""•_`.'i' „`�r�F; i� �j(�,�� �?�;y � � y. :,V/' u' �@� � e '�.�!�Q �� 4.. . '' .t 1 . t 1i+ � � � tr ,,. restorgd tn an upright - S. Curaent physlcul ancl topographic survey for ALl earthen structures. Ponds should include a surve �' C. ' ' � � a a ; .�-# ,}� t;;; ;�rr,4,�;��!f; ° .`� ` ; Fences are 2.ai.lr►. � '. ,, :1:, , , i, � , ositlon.Ja ed ed es and Ptofesslonal , Y �'�pa , .'�,. l � i I� �w �i:..,,,,.k:.( +�: i i �� ' inadequate p gg g oF the pond bottom. Surveys should verify pond volumes tu'e per design.Correct�ons may be required � , - � , .; � ( i ,,;�, ,1 ,,.�, a;„;4.,, �� , o�' �; . damaped fences must be �t�meter, �ip , .iw �� +r l �a+ r.r i�•�l� I , � < ra alred or re laced. for ulterations frvtn the design. - � � � . �: � . °t .�, �, f ;. ,� '�, , :� a `� � r ( �`� �"F �t,���'� ,.,� i�`,� {� ^�t 3�tl , � ,. k' ,� iF,, Clear blockages oE the rfser 6. Plants,location aiid type. _,ti; � `�'f t�►a t�er�:4;�€� <°�' ' � , water Ievels in one or or oritice a and make other 7. Plans and rofiles for all culverts 1'i es ltisers Weirs und llraina e Structures-Dis lst the -' •" ' E �" ��� � ° ' '�� �` '�'- � � Y��' �'� i more ceils are O P � P r � 1� P Y -�'.,: a : i �' , ' `�#� ,<:4- , �. � Overall abnormaily high or adJustments needed to meet Professlonal installe�i type of drainage structures,culverVpipe size,weirs,materials,inlets or end treatment(s), � ;�����'���' �;t f � ` � :�. . .k,;�.,��h ,',} �:. ° �F ��'�`�� �E`' ' the approved design , �. _ . , �� �• r,� • , � , ►oW. tnlet and outlet rotection, ali ment and invert elevations com ared to desi n. ``+�'" � � '� �' " ' '� `� �� ' �F '�� V S M P P rm i • � s eclfi�cattons. P � P g i ' � � f �. p�. � F . ? i � a v� �•" �i t Revi ew Complaints from local Owner or 8. Computations;For sigiiificunt deviations fr�m design,provide seuled computations verifying that '�'�'` r���- �� ' � � i �I i r ��"��• _.� ' ��:�t �: °� ;, n i Correct reai problems. , A, E,. . � r ii; �� i r� ;" � ,, , Ea �� . residents rofessianal the as-built condition is equivalent or better than design. ., � ` �� -4, ., .. I� � i�k ,:I } + . � ,,} ;� : �.��, �' Eliminate stagnant pools and 9. Ditch Lines-Dis la the consccucted location of all�titch lines and channels includin t ical � i�:,.�. . ';f � � � � .�� , �_ � N ot f o r C o n st ru ct i o n � stock the basin with P Y � $ YP o !{ ���,t ti � � ��� ! € � sections and linings. ,,.� '= ,� . '. , � � "� ' �(� ' ' '� �. � �� A 't ' � I� mosquito fish to provide � I a � �I�� , j , �� ��' natural mosquito&midge 10.EAsements-Show till platted easements with dead book re#'erences labeled. Facilities and drainage �.��� � sg° ; ' J i�� •� ? �I ��� � � '� � �^ � �, y ? = ,-rf -1 P f ' i! ' ` F control.Treat for mosquitoes Owner or must be within latted easements.Provide co ies of recarded documents. _ 2u n « �' f � ; � ,.: i �: D E TA I L S A N D N O T E S Mosquito praliferaiion a s n e e d e d.I f s s a i n g t h e n p p •} , � '� � � ! � � p y , p ro t e s s l o n a l 1 1.Guar drai l,fences or o t her s a ie ty provis ions-Disp lay t he constructe d location o f a l l s a fety `'# i i ' � t `� ,i �� !i �" x� use masquito larvicide��g•9•� ' � i »�' � , i, R� i � , a, i. , ,y r, v a., � , . . . � Bacillus thurendensis or pr�visions;fences,gu�rdrail,including the type,lcngth and applied end treatments,compurc;d to ip ; ' ' . , .; , �I ;,u , : , � � ,T , , t . �, •� , Altoside formulationaj only if design. ', ' < ,w., : , I � o: , �. ,�r absolutel �ecessa � 1 7� 't� � �'' . : , ,� , i � � �..�,`� ,p, ; ",a',, . � .�� 12.Material layers-bio�lter media,stone layers,sand layers,keyways and cores must be verified as to p , / �('��t`'• � t�: 1 . e .-.� Yt . = J ./�" s Q 1.€I >� �/�f� �:� material types and depths. Include inspection report�,boring or test pit reports und muterials � f• r•�r 6f ; � � , �fii ry,'� ` �y���' � I( ,,.: Project number 18Q23 eertitications. Biokiltex media must be an upproved stat�;mix. � � ����+ ! � � �i ��;` �i; �, ���,a �� � '� � ' x.• '� -� � � = Date APRIL 19, 2019 9-C-55 13. Access roads-show locltion of�ccess roads,surface tre�trnent,draina e etc,as a licable, I ,., ; 7;' !;'��� '¢' ' � ��`p.��q :: '� E . �€�'. . � ,� '�� � b e PP - ,� �� � ,#, I,t,�4 � b ,� ;' i � � 4 � �ct� �z �I � I 14.Compaction reports are required to verify fill compactian in dams. � � �� �" •� �,� �`ti� .r r ,�� �° � � � � r•� '� + + w=��, +�� .- t �,� Drawn by ETS ' � .,, • ,� ' �sl� « .d., ; 15.Manufacturers certif�cations fcrr proprietury BMP's certifying proper installatian and functioning. `� � ;; � '� ti `, � �_'' �� � � .,. � '�' ����� � ' `� � + `�' I � � � , �4,� �`�� ' i �� � k,:�'�r . , '. � � i�: �! ,��� ' i � � ", �1 = Checked by SOR � . HesSrin,qr';ttdK���}}j;�y. � � ,.�' • ' � r �� i� �>tr � i•� ..A � A�:w� .iW� 1: / ', � ' �t�"(�y: :� �1 W � F f �.:. + . « �. , - . /�� . . , � + ���� y, � p �1� , 9 1'.. * � �. ' a! I � . � . a [ . i .� ti � � �i� �: 3�. �.., t ' y ' +e. �F �� � »� � s C-2 . 02 � `� ' ,a zo � �q � i�q:_ �:2u� �':�Qa a lR� � °,�o ��Sthd�'��, tk.�5�?Ci �� 't�} �li Scale 1"=30' Temporary Sediment Trap Sizing �'������ �' ,S'�' j�j�'�7' 7'��� 108,641 sf Drainage Area ,' 5.0' 2.49 ac ��� Required Volume 334.2 cu yd oR���NA� � ��- �l GROUND /t� /\ / / /'�/A /� ELEV. / � �J 1 / �J �J DRY STORAGE W.S. ELEV �•�� / /� `i // `� `� V i� CU d ,s�.� cu. Yo. Enr�ineerint� �t_ Design Stuc�io Wet Storage 167.10 Y � f 2 0, 4511.� cu ft 128 West Bruce Street WET STORAGE W.S. ELEV — � — � Dry Storage 167.10 cu yd ,6,., ��. Yo. 3 Harrisonburg, VA 22801 � 4511.7 cu ft cEX�A�ATE°> (540� 228-0202 FILTER CLOTH ORIGINAL GROUND ELEV. � 1 ' ' .. � � Wet Stora�e COARSE AGGREGATE CLASS I RIPRAP N f� �'H 0�� � ,� � � Wet Storage Depth 3 ft CROSS SECTGON OF OUTLET �.��� � �i�.f F� EL� � � �-rr C� Wet Storage Area 1?69 sq ft � DR A I N � � � � ,; � F� ' ` L W Ratio CLASS I RIPRAP LENGTH (IN FEET) = 13� T� �`�cTFI Nt, UDF,RI jK �� B,� M R �E � � ` -� � / 3 � o .::' �-�� y 2oa.9 � L(�Tk--I I' ♦ � O Length 73 ft � �-- � o��ERS�oN �Ma �.4, � �_ DIKE .ti� � �L. � �_ � ♦ z Width 24 ft ��� . � . � , �. 1��n���_. `' � ' � Z ���_�,_�_ � � � •`'�����'' I ` � � ��� � �� � � � 7�7 I Dry Storage ���� ���� � SEDIMENT TR � P ♦ � � Dr Stora e De th ���� � �� � � DRAINA �E AREA � y g p 2 ft �// // -����� ♦ � S S I � .. i �� Dry Storage A1 1769 sq ft � � �oARSE A��RE�ATE / / I � } �� / � Dry Stora�e A2 2742 Sq �` � EXCAVATED ( / /FILTER CLOTH / �\ ' ` AREA I L/W Ratio 2.6 f� ` 357 OR 5 Len�th 8rj ft *�COARSE AGGREGATE SHALL BE VDOT #3� # # \ ` Width 32 ft OUTLE�' (P�RSP�CTIVE VIEW) I d'� � �^ '�" � �� SOURCE: VA. DSWC PLATE, 3.13-2 /� / — � � N � � ,✓�o v, � � � � N � � _ �— � I N ---------- b' '�C ------ , .--- -- _ � ----� � � �� I � �STRAP � ---- � FLOW � � N z � � —' ` ► ` � FILTER BAG I �,, �_ � O rn � ' ��-----�.�,_ ' i i � V /� . �. ----_--------_-_ --- _ , p ��----� . � � { � aC _ 7 PUMP DISCHARGE HOSE f 12 IN MIN. O � / S �- ` �.-----._./� � � �✓ � ti" \ ' '�- � PLAN VIEW WOODCHIPS,FSA�DD R�STRAW BALES � w \ _� .,__��\ - --_ � � IMITS ❑� DISTURBANCE � �-STRAP . .__ _ .,_ S�oPE � '� � 1 � � /_..___,_��.� - _— ' F�ow � I � ' I \ \ . � 5� MAX. O , �_ Z O ` � _. , � ' ''� N � ` 1'- - �J,.EVATION FILTER BAG w \ ___- 8 IN MIN, � i CONSTRUCTION SPECIFICATIONS � Q L I M I T S � ' � / � 1, TIGHTLY SEAL SLEEVE AROUND THE PUMP DISCHARGE HOSE WITH A STRAP OR SIMILAR DEVICE. O � /� � I � � W P� ` � i U/�/i 1 ' 2. PLACE FILTER BAG ON SUITABLE BASE (E.G., MULCH, LEAF/WOOD COMPOST, WOODCHIPS, SAND, OR � � / � � ' V � STRAW BALES) LOCATED ON A LEVEL OR 5% MAXIMUM SLOPING SURFACE. DISCHARGE TO A � , \ \ V� � ' I STABILIZED AREA. EXTEND BASE A MINIMUM OF 12 fNCHES fROM EDGES OF BAG. � � ,., \\ ��� � � --' 3. CONTROL PUMPING RATE TO PREVENT EXCESSIVE PRESSURE WITHIN THE FILTER 8AG IN ACCORDANCE WITH THE MANUFACTURER RECOMMENDATIONS, AS THE BAG FILLS WITH SEDIMENT, REDUCE PUMPING � � Q I RATE. _— _ O � � � 4. REMOVE AND PROPERLY DISPOSE OF FILTER BAG UPON COMPLETION OF PUMPING OPERATIONS OR , � � AFTER BAG HAS REACHED CAPACITY, WHICHEVER OCCURS FIRST. SPREAD THE DEWATERED SEDIMENT , � �-' FROM THE BAG IN AN APPROVED UPLAND AREA AN� STABILIZE WITH SEED AND MULCH BY THE END O J OF THE WORK DAY. RESTORE THE SURFACE AREA BENEATH THE BAG TO ORIGINAL CONDITION UPON ` � REMOVAL OF THE DEVICE. � � � "- �J � n O � ""�/' 5. USE NONWOVEN GEOTEXTILE WITH DOUBLE STITCHED SEAMS U51NG HIGH STRENGTH THREAD. SIZE \J" G `� _� SLEEVE TO ACCOMMOPATE A MAXIMUM 4 INCH DIAMETER PUMP DISCHARGE NOSE. THE BAG MUST BE � � 5� \ � / �. MANUFACTUREO FROM A NONWOVEN GEOTEXTILE THAT MEETS QR EXCEEDS MINIMUM AVERAGE RO�L � VALUES (MARV) FOR THE FOLLOWING: � __-__. ' �0 ��Z ��� � T E M P�R A R Y G R A D I N G GRAB TENS��E �50 �e ASTM o-463z C� __----e--- _ �•.� -� PUNCTURE 150 LB ASTM D-4833 _ � � A\ � \ ` �� P �O � I I' A R�U N D S E D I M E N T T R A P PERMI TAVITY (SEC"�) 1.2 SEC/MIN/FTx ASTM D-4491 � � `��\�'� G ` � ' UV RE5ISTANCE 70% STRENGTH � 500 HOURS ASTM D-4355 � /�� �\, ` C�\� 1 A O � '� S�❑P E APPARENT OPENING SIZE (A05) 0.15-0.18 MM ASTM D-4751 � �� \ ` I \ J 8� � SEAM STRENGTH 90� ASTM D-4632 M \ �X � w � �� , � � _ 6. REPLACE FILTER BAG IF BAG CLOGS OR HAS RIPS, TEARS, OR PUNCTURES. DURING OPERATION KEEP `^ p - CONNECTION BETWEEN PUMP HOSE AND FILTER BAG WATER TIGHT. REPLACE BEDDING IF IT BECOMES ��� �^ �O a� � �/ I R O N DISPLACED. � �� . �96a � 97.5 � / ��UN� � '�4z / "f --/ No. Description Dats , /- � I � TER BA � � � Q 1.0 -----'"" �' 1 Coun Review Comments 5/14/19 ��i ,,,� � � �q2 A , '.. —�-- \ �_ . � � � � � 7 ���9 96 � ' � � '__ � i' _----''� � �95 �T r� - / 7 9 6.1 ��' _--_-----' ������L !' � 1 ��� � ' — __— -� ����N���'�� -� C'R 0�S'�S' �S'�C TION . % � J � IMITS �F� WPD � � � ��� SEMEN C'RITIC'�L ELE ��l TIo1l��S' VSMP Permit Review - � � � P. . /�,� - � Not for Construction � � ��� i �� , /- / � SF� �S �- S E D I M E � T T R A P �9�.5� �REST E�E�. r---6�----, TEM PO RARY . �P / ��0 / G� s T a N E ❑u T �E T �g6 ,� STONE WE�R ELEV _________-_ SEDIMENT TRAP / O\ � O/ X 1 � / 794.0' DRY STORAGE � / __ WET STORAGE ti' 2.5' 3.5' Project number 18023 / _792.5'_SEDIMENT_CLEAN -- T E� Date APRIL 19,2019 _ =�_ll_ --.= —I I—I I I—I I I—, Drawn by ETS / EXCAVATED AREA I II I I I-I I�-- / / 791,0 TRAP BOTTOM MAX. DEPTH = 4' �- Checked by .SOR ORIGINAL GROUND / ELEV. S T- 1 . 01 / SOURCE: VA. DSWC PLATE. 3.13-1 Scale 1"=30'