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MILLER P <br /> , l. ��., nv.. ; � �,'F � <br /> . ,. � <br /> , � <br /> , E <br /> . � � <br /> \ � � �� <br /> t , _. �.�. ; _ \ ,,: e..N _ �-�., <br /> I ,;. _. " ..._ w _ ; , ° .sEE s <br /> 4 ,, �„ . ,, <br /> , HEET RS <br /> o . ,. a... �. tia.; ��, ,a. � <br /> , �� 01 <br /> :I o., . �... , _ ;� � \ \ PROJECT ENGINEER: <br /> �� <br /> I , �.. a� <br /> , ,. ._ ._. , <br /> . ,:,� <br /> ,.,:,�° _.,,.��' \ � ; \ � ROBERT DAHN <br /> i � . � , . �, <br /> .I � r . : ; � \ � . � <br /> I <br /> � tl� <br /> � <br /> . � � ; _ <br /> � ' . :.: � ;.:. ..< � . INLET PROTECTION PER � � . o � --r ... _�.. _ . <br /> #- <br /> . . , � • - SD PIPE <br /> : : <br /> . ,�'F COE STD PLAN 210 \ �� . . . , � � <br /> _ ` M. � ... .., � .� . <br /> . <br /> r <br /> .. <br /> . � �� � � � u � , � � . _ . .� A � <br /> X �� � ��.. <br /> I I � `. I. . 4 � � ; ' , � : ,� . ISSUE DA TE <br /> ,�_ _ �..- - � � . <br /> � <br /> , U � , . <br /> ,, . <br /> , <br /> \ <br /> I -. ° : ,�y`` - - <br /> � � � -' .�`" 3/29/2017 <br /> \ " <br /> ` <br /> , � � . M A <br /> . <br /> ; <br /> e.� <br /> � <br /> . ` <br /> � <br /> �� � T <br /> ,. <br /> . <br /> . <br /> , ,. <br /> „ - . <br /> . � � <br /> �° �. ....... ... <br /> � ��" <br /> f :, M .w. - _. <br /> , � l � <br /> �� <br /> , � <br /> l <br /> , , <br /> • CDE STD PLAN 219 <br /> . � <br /> ;� ` : lE. �6.&O : _ <br /> f � � � � . , <br /> � � ` � : � , : � _ DEWA TERING ORIFICE <br /> . . , , . _ . � ,; � .-� fi WIDE ARMDRED <br /> _ ,: _ „ <br /> . D �, crs, ., _ <br /> . z _. __ . <br /> �- : . - <br /> � , v .-. o . � DlAME7FR 5 <br /> . ° ,. 14 <br /> , _ D A <br /> ' CHANNEL W 4 T� <br /> , I . � � , � <br /> . ,. � <br /> , � , - <br /> � : ;. <br /> , <br /> ,- ' , <br /> 15 /E �3.50 DUT N <br /> x . . . . . . . ,_ � R/V � . .. . .. . �� , <br /> ERS/DE ROA � � � cu�vERr , ,, s ouaRRrs�accs <br /> .. , L =_�_ - <br /> - ; ---:-� ==== ==-� - - __ _ ___ - _ - - - - - - - - <br /> , <br /> � _ .� .� �� . �. ��.�.. . _ ��.���.�s z - - - �.� . TD o TEMPORAR Y <br /> �. ----�:--��. . . . <br /> BQTTOM" OF P4ND SEDIMENT POND A <br /> '� _ \ <br /> _ �-- ---- ---- . <br /> -- - '� <br /> sa s� e. <br /> s� . s <br /> - � ZEMP <br /> - ORARY' N <br /> CD R1J. 71 . <br /> PE <br /> R <br /> �. . . � �� ' COE <br /> -.s�.=-- P S7D PLAN 217 & 21 <br /> 8 <br /> --SD.T- '.�. <br /> �' <br /> � <br /> 1 <br /> �.Sp. <br /> � . - - - -- <br /> SD - SD- . �. = D <br /> S . _ <br /> AR <br /> EA <br /> RE l <br /> U RED <br /> 1 <br /> � .;,a;�� Q 3 <br /> ,. W. 393 F <br /> BAFFLE S <br /> - - -- - - -- :��� -=Ffvt. <br /> . <br /> �.,t F -r - FM. . �I. . ��- <br /> - - -�FM . c..yr�r► . -{�-F <br /> - �F FM �C <br /> M <br /> F . .�F _ <br /> bt M <br /> �� <br /> -� - . ._.�. --- <br /> T. <br /> ��. <br /> ,.� <br /> �, _ <br /> , . . . , . <br /> � � , A _ <br /> - REA PRO VIDED 13 500 SF <br /> --- - - . <br /> � <br /> -� <br /> - � <br /> � . <br /> - - <br /> ;r� -- - � <br /> ,,,,.. �, <br /> ____--__ G . . <br /> : _ t <br /> (-- BOTTOM E <br /> � , �n L 12.00 <br /> � ! �� -��� �-� - - - - � � <br /> I . � -�� _, -� � - - - �. <br /> � � <br /> ,. <br /> _,,,� - - - - - - <br /> _ _ - :-�- _ o <br /> p <br /> � <br /> :��--:__ -:_�=- -�-- �v--- - y TEMPORARY. <br /> -- <br /> - _ <br /> _ .�. . .�-_ -- --- <br /> � . . .� . _ � -w-- - -_- ---- - -- � - <br /> ,.- <br /> X f_ � ,a� -_ �; o _.T._ � � �__- ... , TOP EL 16 50 <br /> I <br /> - <br /> _ _. <br /> - - -- <br /> -_--- _ �=-���_-_ - - -w---- C�ONS7RUCTlON _ <br /> � MWS 15.50 <br /> � . . . . . <br /> -- � <br /> TR <br /> � ' _ ___-� f4 0 , E�'V ANCE PER <br /> - <br /> �-- SD �s o lE 17.20 --- _ lE 17.00 CDE STU PLAN 201 � 4 �n <br /> � I � �,,..1 ... .. �_ . �� ... �- ... �_ ... .�._ ... �_ ... .� ... � .. �� .. ... .. ... .'� �- ..� ... �� .. _.. \� � �1� 1 ` 0 <br /> I <br /> I � �. � � S l L T F E N C E P E R C O E 1 8 E x c e �� � \ � 1 �n <br /> REMEDIA TION AREA <br /> � � �i" . �� !E 17.00 � D 24 iE�9i 9 (N) TEMPORARY \ RA7-2A SEDIMENT POND A > <br /> STU PLAN 214 TYP <br /> 'i` � I. � .. p o CONSTRUCTION - - _ _ � <br /> 1" ( 24"lE 9.29 (E) <br /> � I � � CONSTRUCTION � �e `' �8" rEMP iE 9 7s (Sw) ENTRANCE GATE � <br /> 0 <br /> P - - 14 - - <br /> _ <br /> FENCING TYP � � �6� 6' WIDE ARMORED <br /> , �, � CUL t�ERT 17.50 <br /> � "• CHANNEL W 4 TO <br /> � II -� , <br /> � 6" QUARRY SPALLS <br /> I�� I� � . 0 ' , � CONNECT TO <br /> � ' ROCK CHECK DAM 50 - � <br /> � TO BO TTOM OF POND <br /> 'I` I I�.� 0.C. M!N PER COE EX CB � <br /> . o <br /> , <br /> I ( .1 N ,�� STD PLAN 206 (TYP) CONSTRUCTION o � `� ' i � <br /> � � I . I� j 6 WIDE ARMORED ENTRANCE PER <br /> I�. . � �, I . '';> , 1 <br /> � a. II CHANNEL W 4 TO COE S7D PLAN 201 � 1--F Z <br /> � 6 QUARRY SPALLS �� �1 � <br /> , I I II <br /> ' � TO BOTTOM OF POND <br /> X a . 1 <br /> � I � .II �s 336'18" TEMP TO �� .. `� _ <br /> . <br /> ' I �.�. • �,--... ... .. _ _ SD PIPE � pGE pN� �� _ � e ,..� � � <br /> I I� � � � � II I�� ��� -� f4 �° pRpIN ENT P � � � � � m <br /> � � i.� .� . 1 .�� � 1z _ �� � SEoiM :� �� euico�Nc a � � ' �� � � 3 <br /> ( �� � � II � � 16 R��NP�Np B � � PRELDAD AREA � � � � , <br /> � � �� .��;� � ��� � �� � TEMPORARY RISER PER 0 �� T P � �°`�' `, PAD ELEV 23.92 � � � <br /> " � � ��`��I � �I .�I � � �� � ( COE S7D PLAN 219 EO�M�N � \ . � � 0 <br /> I � -I�.��.�����.�� � � DEWA TERING ORIFICE � � � � � 1 `� � � ��` Z <br /> '� ��.�.� � �.�.I��� �. �� �� - " � M ��� lN ` . �� <br /> I.�. . . I DIAMETER - 7 `� 1 `� � , 0 <br /> I ' � lE OUT 13 50 RELOCA TED PER HEAL TH 1 • � Z <br /> � I. . I : RE TRICT ANfl DEPT OF ECOLOGY ; :; .. � ' . ` , � <br /> ' �° QUIREMENTS CONTRACTO�? <br /> X � � ; y �� �,, � 1 < <br /> �r I j I � , ,qF� . � SHALL COORD{NA TE WITH THE � m � <br /> �v_ � 3 PORT OF EI/ERETT FOR LOCA170N �\ ` � O <br /> ��`""� �" ` 0 OF REPLACEMEIVT WELLS ' � � � <br /> '� ' I j I I � 4�w <br /> � � ,.��� � �� � � `� � � � <br /> I ��� � � I � � �� ��.4..� � � � � � �� � � <br /> s- �~� � 1 0 � <br /> ; C � � N �., � � . 1 Q Q Z <br /> � � f � ��. � . ���� , � J <br /> , ��, � � „��� � \ � � � Z <br /> �� ,� . <br /> f � � � ��� �6 ,� � ��� �;��������� ������ � Z <br /> � ���� ��.� . ( � � STOCKPILE AREA �,��� � ��k`� � �; � �� x ;�� s' �` �f j � � . � � <br /> �-i. <br /> � � �. `°"�� ~ �' y , ��� � � } � � � � � 16 � � Q <br /> Q � I ..... .: . � � 1 3 � 1 O <br /> �� � e � �*e,�""""^,�,� ^,�,, � � �� � ,���s� ��f� f t/f `�f,s ' � , � � <br /> �.��. .� �� ,: �^`°'�,.,.u,a , . .. a f` � p } rr ,f �� f s .� � g � P��P .. <br /> D � �.� ��i � � � �� f �,� � � .� E� �` � �PONDING Q <br /> X � � � �.�a���a�,�,... � � � � , , � � <br /> � ' � � � �, ��� �' � ��$ �� WA TER TO EASTERN • 1 � <br /> � �. � � ��, F �� / y� � � � � INTERCEPTOR SWALE 1 � � <br /> . �..� a �� � , � TEMP <br /> ��. N " PUMP PONDING `s' ��.F,.���,, ���.�..�.�, �.� � � ORARY INTERCEPTOR rI� � � <br /> I r w i t :_ � <br /> 41 ; � . I. WA TER TO SWALES PER COE S7D v <br /> WESTERN � <br /> Q : �� . � . � I INTERCEPTOR SWALE 1 � Z � � <br /> � � <br /> PLAN 204 (TYP) <br /> \ i � � � REMEDIA TION � �, s �6 I 1 � � � <br /> A � <br /> X <br /> aRE � EL 17.75 t � <br /> � Q N <br /> � .f Ra�o-2 TEMPORARY SEDIMENT POND B ' \ �. . • ' � <br /> � Q <br /> PER COE STU PLAN 217 & 218 16 <br /> C �' AREA REQUIRED = 14,056 SF .-: : , <br /> 14 °_ <br /> 1 Q � W c� <br /> � . .... �--� . . �r"�r `�.: :«..r'�.� ss �b.� .,wRi; . ...,.::. ... . J <br /> ��.f � . I <br /> �� . �.. .» ., , .�.� ,.► .�.. � � <br /> � II AREA PRO V/DED = 14,610 SF . � � <br /> , �� �.� . _ f I � BOTTOM EL 12DO 1 <br /> C O N S T R U C T I O N S l L T F E N C E PER COE <br /> � � I . . � � ' I TOP EL 16.50 1 6 FENCING ` TYP 1 t O <br /> � 1 I � � I ` � J <br /> ; � �. � MWS 15.50 STD PLAN 214' TYP X 1 , �, � � <br /> X I�.I .. 4 . �� REMEDIA TION AREA � , I ; � � <br /> � � <br /> � d- RA70-4C P I � ` . 1 r O � <br /> { ( f l � ^ � BAFFLE � i � . V Q <br /> � TESC NOTES '� W � <br /> 1 l� I , 1j � � <br /> �� � W <br /> ; � � � I 1. APPROVAL OF THIS EROSION/SEDlMEN710N CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF � � � <br /> �� � � � � <br /> � .- C I "��° � 1e PERMANENT ROAD OR DRAINAGE (E.G. SIZE AND LOCA770N OF ROADS, PIPES, RESTRICTORS, CHANNELS, N <br /> " Q�.��� �� � RETENTION FACILITIES, UTILITIES). � � � � W <br /> � � � � � � f���� � o � � <br /> ; � ��. �. .I � �� �J �, � ,�Q�� � � �� 2. THE IMPLEMENTA TION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND � � � <br /> I � � � �. .� � � � � ���� UPGRADING OF THESE ESC FACILl71ES lS THE RESPONSIBILITY OF THE APPLICANT�CON7RACTOR UNTIL ALL y Q 0 <br /> �.� . ��, Q I CONSTRUC770N lS COMPLETEO AND APPROVED AND 1/EGETA 170N�LANOSCAPING lS ESTABLISHED. '�� � <br /> � ����1��� �I�� � 5� � � , � Z � <br /> � .� � � 6 WIDE ARMORED � �� ��,���(,�/� � <br /> a X � � \18 CHANNEL W 4 TO 3. THE BOUNDARIES OF THE CLEARING LlMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED lN THE FIELD �U�sLi` •��f,�Ka �E�° t��r� � � � <br /> �'s � <br /> N , o.:l. . 6 QUARRY SPALLS EL 19.00 PRIOR TO CONSTRUC170N. DURING THE CONS7RUCTlON PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING � 4�Y � <br /> � TO BOTTOM OF POND LlMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MA/NTAINED BY THE APPLICANT/CONTRACTOR FOR THE �-' "' <br /> Y 'm <br /> � . - ` �2 ` DURATION OF THE CONSTRUCTION. � �Az� <br /> , �,��, <br /> . _ � , <br /> N v„� �- , <br /> � � � � � �4 = � , � �v,,F ctir:;G7-. Ev:�`��cCS���n-.�.., <br /> � -�� � - - -�6 ' , 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED lN CONJUNC770N WITH ALL CLEARING AND � �`��,? �' ����� �;1-t�� �P H W R y <br /> � EX CB � REMEDIA TION AREA � <br /> , • , <br /> � RlM 11.91 X � , <br /> Ra�o-3a / GRADING ACTl1/117ES, AND lN SUCH A MANNER AS TO INSURE THA T SEDIMENT AND SEDIMENT L A D E N W A T E R D O � C O N TA M/NA TE� S 0/L S N O TE ; ��� oF AS y '1� <br /> � <br /> � .��.,.._ ... �._ .�_ . � �� ��. ` NOT ENTER THE DRA/NAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS. '' � <br /> � 9 8" lE 6. 76 (W) I II 20 18� __ • �_ .. �_ ... .. �_ . F; <br /> 6 z� O 77 <br /> I . I � � EXCAVA770N BELOW ORIGINAL GRADE DEPICTED ON SHEETS RP-Of THROUGH �" � <br /> � I � ::.:, : : ; <br /> 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MlNIMUM REQUIREMENTS FOR AN71ClPATED SITE CONDl770NS. ;;;, RP-03 AS WELL AS Wl � Z <br /> � , THIN THE REMEDIA 170N AND lNl/ESTIGA TION AREAS ' <br /> � REMEoia rioN aREa I � DUR/NG THE CONSTRUCT/ON PER/OD, THESE ESC FAC/L/17ES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED DEP/CTED ON EC-01, RS-01, RS-02, & OV-01 SHALL BE MON/TORED AND � l � <br /> � � RA�o-4a ' I � � II � , '� STORM EVENTS AND TO ENSURE 1NAT SEDIMENT AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE. PERFORMED lN COMPLIANCE Wl1N 7NE ENVIRONMENTAL MEDIA MANAGEMENT PLAN � o � 49soo o ��, <br /> o� I� � d r <br /> DA TED DECEMBER 22, 2016 B Y TERRA AS l Fs F��s T ER�' c,` <br /> o i 6. THE ESC FACILl77ES SHALL BE INSPECTED ROU77NELY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS � SOCATES lNC sioNA� �-� <br /> ,:��F ,���,�...,,�r;;�,�,, ,;, , :,,,. ��.,. �� <br /> ,. .. ��� ? ,. „ . ,,.�, ,,,;,, �S�t.€ i, �,��,1.�:�nd'„�.�h'.,��,,,�eu�,F��Kf�keaoe„`�,�; aE ,.s.'�i.,i,h,�eu^ <br /> � � <br /> N E C E S S A R Y T O E N S U R E T H E I R C O N T I N U E D F U N C T I O N I N G. ;� <br /> � W <br /> �� <br /> � ° 7. THE ESC FACILITIES ON INACTII/E SITES SHALL BE INSPECTED AND MA/NTA/NED A MlNIMUM OF ONCE A MONTH OR `� U N D E R G R�U N� U T/L/TY N O TE 3 2 <br /> � % WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT. <br /> UNDERGROUND U 11L1TlES ARE SHOWN lN THE APPROXIMA TE LOCA 770N. THERE lS � / 9/l7 <br /> � � NO GUARANTEE THAT ALL UTILITY LINES ARE SHOWN, OR THAT THE LOCATION, JOB NUMBER: <br /> �'4� 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A PONDPED CATCH ,; SIZE AND MATERIAL lS ACCURATE. THE CONTRACTOR SHALL UNC01/ER ALL % _ <br /> � N BASIN. ALL CA TCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PA VJNG. THE CLEANING lNDICA TED PlPING WHERE CROSSING, INTERFERENCES, OR CONNECTIONS OCCUR � 6 2 2 S <br /> OPERA170N SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. z� PRIOR TO TRENCHING OR EXCAVA770N FOR ANY PIPE OR STRUCTURES, TO SHEET NAME: <br /> � � DETERMINE ACTUAL LOCA TIONS, SIZE AND MA TERIAL. THE CONTRACTOR SHALL T//�'��� 7 <br /> � -i.�. u� � I I O / <br /> s � <br /> 9. STABILIZED CONS7RUC110N ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONS7RUCTION AND MAKE THE APPROPR/ATE PROVISION FOR PROTECTION OF SAID FACILITIES THE � <br /> � MA/NTAINED FOR THE DURA 710N OF THE PROJECT. ADDI 110NAL MEASURES MA Y BE REQUIRED TO ENSURE THA T ALL CONTRACTOR SHALL NOTIFY ONE CALL A T 8-1-1 WASHINGTON811.COM AND <br /> �' N � PA VED AREAS ARE KEPT CLEAN FOR 7HE DURA 170N OF THE PROJECT. AR � � <br /> ; RANGE FOR FIELD LOCA TION OF EXISTING FACILITIES BEFORE CONSTRUCTION. y: <br /> � °/ �2017 THE BLUEUNE GROUP g'..� <br /> N � �; <br /> 5-� �y, ,:,, ,<,:,. -, ,. ;,.,. OF <br /> y„ - ,, , � .., <br /> �;�;'a O%��:..ca.� . � ��.�i .. ' .. . . �. // ���t�1i ,..:_... � .r-r,:� ,-.,,:,: , y, �;��"", ���,x ;�� i 3f "�.;� <br /> .; <br /> ._. . .,,,z. <br /> '��.. ��i,�i�rr.✓���i.'J�/. .. �> ,;�rr.�rsr'd`�d�'�l� .c-w&& ��a,fl.�',�i, z "�'� �7�.nii�' .l.rv�.. -� ���' �a. �i,�,a�' � �..r,'� <br /> F .�.,.��. � , . >�y'�- ,���fy i�hli�ie'�x� �i, ;e���ra.rl�w.'��'a�.�tE,aevy��a 4..,r�0 G h � .- ' ,R.q;,� iy F � <br /> w W_.�.s ., a �xu��� �, w. ���� � ''� ��� ��'��;���arJ�>,� <br />