|
,. �� . . Permit#: PW1906-048 , `"�:' .
<br /> � r ,
<br /> Site Address`. 1529 FLORIQA DR i
<br /> ._. � .'. -,_; Owner: , BUSTARQ CUSTOM CONSTRUCTION!NC { � '`
<br /> . ,.;, ., „Tenant: [TenName] . _ ` , :.
<br /> . c `�, �y �n� j , APp. Qate: ' 6/19/2Q19 �
<br /> Y.� V���'�� �9 �� VY ��� ' � �� ������ ���� � �/ ����' •d ■'�■ ' , PropasedUse: SFR • .
<br /> ' Descriptian: EROSIQN CONTROL PLAN FOR NEW SFR- `� .
<br /> . ,
<br /> , - LOT 3
<br /> �' � ' ELEMENT#1: PRESERVE VEGETATION/MARK CLEARING LIMITS � 1 / ' ; `'
<br /> � • BMP C101: PRESERVING NATURAL VEGETATION � �� a � \ / Reviewed By: ; ;1��� Qate: ����1�� �
<br />. . • BMP C102: BUFFER ZONES � � i � ` + ;
<br /> :. � BMP C103: HIGH VISIBILITY PLASTIC OR METAL FENCE � / f � / \ � � _Office Set �1ob Sit�Set Fire/Planning Set
<br /> � � ELEMENT#2: ESTABLISH CONSTRUCTION ACCESS � � '� � � � '
<br /> • BMP C105: STABILIZED CONSTRUCTION ENTRANCE/EXIT I r Q * / L
<br /> . * � x \ •. �' .
<br /> . ° • BMP C106: WHEEL WASH � f/ �1;, � \ / / - - < ' '
<br /> � BMP C107: CONSTRUCTION ROAD/PARKING AREA STABILIZATION ,� � I� '
<br /> ELEMENT#3: CONTROL FLOW RATES ��'� �� �
<br /> '� � � n / VERTNAVD 88TUM APPPC��,fEp
<br /> . � ��
<br /> � �� • BMP C203: WATER BARS � `� ^
<br /> • BMP C240: SEDIMENT TRAP t �� ,'�� �' \\ � \ �j / TOP OF MONUM�NT IN CASE AT NORTH F'UBLIC ►r�l���K:� u�c�A�T�IENT � �
<br /> • BMP C241: TEMPORARY SEDIMENT POND ' ! � \ � \ / SIDE OF INTERSECTION OF �LORIDA T�'IIS S�T C�� ���c����!.�.
<br /> `�' NOT APPLICABLE TO THIS PROJECT .. Q � j \ '; \ / ��� = 20� DRIVE AND BEVERLY BOULEVARD �RAWINC�� S�'IA►LL `
<br /> ,,, , �� .r, 'i'; ELEMENT#4: INSTALL SEDIMENT CONTROLS / . _. � � � � '' `ELEMENT 13: LOCATE AND PROTECT / EL=446.51 PER CITY OF EVE�ETT B� O�t J�}� SITE DATE ��� ��'�,o;� -�
<br /> � • BMP C231: BRUSH BARRIER \ �� CtTYOFEVERE7TREVIEWEDFORPERFAIT
<br /> ; i , • BMP C232: GRAVEL FILTER BERM / � j � �� � , INFILTRATION TRENCH IF INSTALLED � � D 10 20 40 MONUMENT DATA SHEE7' �T ���. TIPI�Eo�+.. ,� �,�.,���
<br /> j � � � � � WITH HIGH VISIBILITY FENCE (BMP / �� �
<br /> i � BMP C233: SILT FENCE � � Q ' � � � ; C103)AND WATTLES (BMP C235) \ /
<br /> • BMP C234: VEGETATED STRIP �� ' \-1 ♦ � \ '� .
<br /> , I� '� BMP C235: WATTLES / �� .�\` �t � ` � \ `�� � �EG�ND OWNER/APPLICANT
<br /> i� BMP C240_ TEMPORARY SEDIMEN7 POND � `� 3 �` ��` �` � `� \ / ' ,
<br /> � ,. � .
<br /> I �� , ELEMENT#5: STABILIZE SOIL / �� � � �;, � �� ��. � � CONTACT PERSON � � � � � � ,
<br /> !I � BMP C120: TEMPORARY AND PERMANENT SEEDING ' � � � � � � \ � � � � � ^ � � , FOUND MONUMENT W CASE � TRANSFORMER PAD
<br /> f � � BMP C121: MULCHING / �� �� 4'�,� � \ O ' FOUND IRON PIPE AS NOTED o MAILBOX PAUL BUSTARD ��VIaaION.7
<br /> f • BMP C122: NETS AND BLANKETS � � � \ P.O. BOX 1243 . ,
<br /> ' � � � � BMP C123: PLASTIC COVERING / ,� � � ` � � ��v� � �\ �� \ O FOUND REBAR AS NOTED -� SIGN POST MARYSVILLE, WA 98270 � � r � M
<br /> , (j 'i • BMP C124: SODDWG �, � � _ . � �
<br /> � �, , � PHONE: 425-876 6551 ao � �
<br /> , �,��� ;'� � BMP C125: TOPSOILING/COMPOSTING / �i � � � f \ '�, \ / � ' FOUND PLAT MONUMENT �S SEWER MANHOLE ��i EMAIL: bustardcustomconstruction@gmail.com � � �` � �
<br /> • BMP C126: POLYCRYLAMIDE FOR SOIL EROSION PROTECTION Q � �`�,� ;�, \ i � � � d' c%� tn �'
<br /> - , • BMP C130: SURFACE ROUGHENING / � � � �,, '"� � =�.� � BENCH MARK 0 T TELEPHONE PEDESTAL h M �
<br /> � • BMP C131: GRADIENT TERRACES i;`` � `�. + LOT 5 � �� \ � � � �.,�^
<br /> � BMP C140: DUST CONTROL �� � � � �; \ � \ , 0 CONTROL POINT , � JUNCTION �OX C I V I L E N G I N E E R � � � � �
<br /> - _ / I� � ` 5,000 SF � � �
<br /> , ELEMENT#6: PROTECT SLOPES ;l� � '��� � ` � \ / DAVID HARMSEN, PE � M N M _ •
<br /> � ,. Q � 4 \ � 1 � CATCH BASIN �- POWER POLE W/ U.G. FEED �.� ...
<br /> • BMP C120: TEMPORARY AND PERMANENT SEEDING � ', � � \ � HARMSEN, LLC � �
<br /> X :� ;
<br /> � _ � • BMP C130: SURFACE ROUGHENING / �� LOT 4 � � , \ / �a WATER VALVE -o- POWER POLE 125 E MAIN ST, SUITE 104 ' � � "
<br /> ,�`s
<br /> � � • BMP C131: GRADIENT TERRACES � 6,130 SF (G)� � �� � � �i W � �
<br /> � �. � � ` �.�� �, � � \ � MONROE, WA 98272 � u-
<br /> . • • BMP C200: INTERCEPTOR DIKE AND SWALE / Q � 5,014 SF (N � � � � , GAS VALVE � FIRE HYDRANT � - '
<br /> ' '��. \ PH: 360-794-7811
<br /> a �, • BMP C201: GRASS-LINED CHANNELS � ; € \� { � �
<br /> � � � � `� \ LUMINAIRE EB W E
<br /> AT R METER EMAIL: davidh harmsenllc.com
<br /> ,, ; • BMP C203: WATER BARS ,� � I , \ �� �, �,/� f " � @ . .
<br /> � ; e BMP C204: PIPE SLOPE DRAINS � ��,a � �,-' ��� \ ' � '
<br /> � • BMP C205: SUBSURFACE DRAINS �, Q ���`3 ,i'' \
<br /> 1 � x GROUND SHOT � CLEARING LIMITS (BMP C101) �'U RV�YO R � �
<br /> I • BMP C206: LEVEL SPREADER � / ,� � � �;, �� \ �-��-�� FENCE LINE x x "� �
<br /> � f � � � � \ SILT FENCE A.S.P.I. W
<br /> � • BMP C207: CHECK DAMS _ .\ �
<br /> � ; • BMP C208: TRIANGULAR SILT DIKE (GEOTEXTILE ENCASED CHECK <'Y� � � J \` ' � \ � GAS LINE ATTN: MARK GUTHRIE � ~
<br /> � ' DAM) f�� � � i � / �� \ ,�� � SHED / — BMP ORA�RY INLET PROTECTION 5205 S. 2ND AVENUE, SUITE A � �
<br /> � NOT APPLICABLE TO THIS PROJECT � \ � � P= POWER LINE � � EVERETT, WA 98203 �' „
<br /> � � � � ' / PH: (425) 252-1884 � E- 1
<br /> � � ��
<br /> ELEMENT#7: PROTECT DRAIN INLETS � '
<br /> ' BMP C220: STORM DRAIN INLET PROTECTION � � 4 � � `` �. � r � / —uP— POWER LINE (UNDERGROUNb) PROTECT INSTALLED PERVIOUS � W ,,�,
<br /> S ' Q a- `' - � � SURFACES WITH FABRIC �
<br /> r ' •
<br /> ELE BMP C202: HANNEL LIN NG LS AND OUTLETS f�R�� � ( ��� � ���.., 4 �' < —ss; SEWER LINE �RC�J E CT P LAN N E R � � c~v -
<br /> � t�- � � ELEMENT 4: WATTLES � �r� r r \ _sp—' p PROTECT INSTALLED PERVIOUS � N ap '
<br /> • BMP C209: OUTLET PROTECTION ij ` � � SHED STORM RAIN LWE � SURFACES WITH FABRIC A.S.P.I LAND SURVEYING AND PLANNING � Z �
<br /> �'',i� , � NOT APPLICABLE TO THIS PROJECT �� � � (BMP C235,) FOR UPHILL � � � \ _
<br /> , � S�DtA��[�T�PROTECTION � �� ��' ATTN: ANDREW S. LOFSTEDT AICP � t0 Q . .
<br /> ELEMENT 2: STABILIZE DRIVEWAY r TELEPHONE LINE .____._.__ �. . ,
<br /> ELEMENT#9: CONTROL POLLUTANTS � /` � � a
<br /> s BMP C151: CONCRETE HANDLING � ' � � / � ' - � � �/�f ��� � � WATTLE PER BMP C235 � � �
<br /> t , , � �'' � ��;� � AREA PER BMP C107 CONSTRUCTION � �.4 LAND USE PLANNER � PROJECT MANAGER �n
<br /> • BMP C152: SAWCUTTING AND SURFACWG POLLUTANT � ' � ;� �PE�RVIOfUS � AD PARKING AREA STABILIZATION —ur—, TELEPHONE LINE (UNDERGROUND) 5205 SOUTH 2ND AVENUE SUITE A ~ X W
<br /> I � - _ � � RO / PROPOSED CONTOUR �
<br /> � '� OO •�
<br /> ° PREVENTION ;: . , a , � � � _ -�...- -------� ' ACCESS'ROAD �/`� f DURING BUILDING CONSTRUCTION
<br /> NMENT I ' t l_ ��-� `r �/f� � � ),�"�,� ' _ \ w WATER LWE' > �
<br /> _ ._ Q
<br /> I , �, BMP C153: MATERIAL DELIVERY, STORAGE AND CONTAI � � o J � ,.• r' 1 113 SF � � / AND PRIOR 70 FINAL DRIVEWAY " \ EVERETT, WA 98 03 �
<br /> LOT 3 � 1 8 � � • !/� /�, 1 / t . 1 PH: 425-252-18842 � �.
<br /> -:. , • BMP C154: CONCRETE WASHOUT AREA � `s 5,000 SF � � � � '7 , .��' ,f�' i r'�'% ✓ff ,,% 1 ' / PAVING _._ . '."� ,; ' ' PROPER7'Y LINE , � � � ��- `-
<br /> • BMP C250. CONSTRUCTION STORMWATER CHEMICAL TREATMENT PERVIO S !` , � /� ; _ ,- n.
<br /> _ i 4 � ,� \, r /'� � / f
<br /> . � • BMP C251: CONSTRUCTION STORMWATER FILTRATION / r � .'�,DRIVEW��'� ,1y r' . ,� /� �j` , \ LOT LINE �
<br /> i �' '" • BMP C252: HIGH PH NEUTRALIZATION USING CO2 � � � � ' //�,�590 SF):' �O �' .�` /� �f ,
<br /> I�I " , I 1 • BMP C253: PH CON7ROL FOR HIGH PH WATER � �� � ^/ � �;� � / '' � �. "'"�
<br /> , , , , r . /'/ � /� SITE DATA t � •
<br /> ' • NOT APPLICABLE TO THIS PROJECT � PROPOSED SFR i / �f ' f � �,,�` � LAND DISTURBING AREA � � NA
<br /> ' � ✓ 1 f ���/ � SITE ADDRESS: 1529 FLORIDA DRIVE, EVERETT, WA 98203 TOTAL SITE AREA 28,251 SF 0.65 AC J� pF �
<br /> / '� � ) rL" F' ��L��
<br /> � � ELEMENT#10: CONTROL DEWATERING Q � � � �'�c3�� (1,387 SF) ` ,/� �� � ,�'�/R,ERVIOUS` �
<br /> � � ..�'���^' 'i • BMP C236: VEGETATED FILTRATION � {`�', � � `r�i, FFE 450.0 � �t% � / '� r ' ' ' TAX NUMBER: 00393900701800 q �.`t u�a �,
<br /> I �_ ACCESS ROAD- .�
<br /> NOT APPLICABLE TO THIS PROJECT � ! � s � � '� '�__ � � ' ' �' � f j GROSS SITE AREA: 28,251 SF (0.65 ACRES) LOT 3 AREAS � y z
<br /> , � �-�� ' i ' � /(2>322 SF)
<br /> ' i / �, ` % EXISTING ZONING: R-1 TOTAL LOT AREA 5,000 SF -
<br /> ;,. � ELEMENT#11: MAINTAIN BMPS , /�\ t � �, � j � ,�' o � , � �
<br /> _, . BMP C150: MATERIALS ON HAND 2 ' `�,;�`. ENT 5:STOCKPILE \ ���� f PROPOSED LAND USE: SINGLE FAMILY DWELLWG IMPERVIOUS ROOF 1,440 SF (28.8/0) ,�� 33745 0 ��j
<br /> • � � � { .� �'� '� \ / ;�/ � SEWAGE DISPOSAL: PUBLIC/CITY OF EVERETT PERVIOUS DRIVEWAY 590 SF •� �'C ER� �
<br /> BMP C160: CERTIFIED EROSION AND SEDIMENT CONTROL LEAD f. / , \ t � � LOCATION, COVER j�//f IST ��
<br /> CESCL NOT REQUIRED FOR SITES <1 ACRE �' � + � � ' ° ` ' f WATER SUPPLY:• PUBLIC/CITY OF EVERETT DISTURBANCE �1,600 SF (0.04 AC) SIO � \� ''
<br /> � � , � �,, � , � WITHIN 24 HOURS OF \ / � ` SCHOOL DISTRICT: EVERETT SCHOOL DISTRICT 2 NAL �,��
<br /> . - ELEMENT#12: MANAGE THE PROJECT � �' � ,f' I
<br /> FORMATION PER BMP l�
<br /> , - I • BMP C150: MATERIALS ON HAND • / � � ��� � � / � ! FIRE DISTRICT: EVERETT FIRE DISTRICT � �
<br /> �+ I �, � � C123, PLASTIC COVERING , ,r ;� TOTAL DISTURBANCE 7,400 SF 0.17 AC
<br /> : _ • BMP C160: CERTIFIED EROSION AND SEDIMENT CONTROL LEAD / �� � � , � S 1 � � , LEGAL DESCRIPTION E p ,��,
<br /> (CESCL NOT REQUIRED FOR SITES <1 ACRE) � � � -��• { � � � � ��. STIMATE GRADING QUANTITIES .
<br /> � � BMP C162: SCHEDULING t.�� � ' � LOT 18, BLOCK 7, PLAT OF SEVERLY PARK, ACCORDING TO THE CUT 80 CY
<br /> !' t � j� `�' L07 2 � � i � �: f' �" � �' r����r,+ PLAT THEREOF, RECORDED IN VOLUME 8 OF PLATS, PAGE 24, FILL 80 CY � �"' "�
<br /> ELEMENT#13: PROTECT LOW IMPACT DEVELOPMENT � � � `�. , : � -� r ,. •
<br /> k, /
<br /> ' 7 121 SF (G) ' f �,. ' � � RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
<br /> • BMP C102: BUFFER ZONES � i i , f \ / � � �� � , PROTECT PERVIOUS NOTE : SEE INDIVIDUAL SURFACE WATER �
<br /> � BMP C103: HIGH VISIBILITY PLASTIC OR METAL FENCE / + 4,800 S�(N) , � �,�,� �i � �� � p�jo ', o .' �[�'RIVEWAY WITH APPROVED POLLUTION PREVENTION PLAN NARRATIVES . �
<br /> � � FABRIC COVERING SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. � a �
<br /> „ • BMP C200: INTERCEPTOR DIKE AND SWALE >. ; s� � � � ' � '� �� Q / FOR EACH LOT UNDER SEPARATE COVERS. Q
<br /> • B M P C 2 0 7: C H E C K D A M S / � f ;� ;� i�� � �r�� � �� , i R E F E R T O S H O R T P L A T C O N S T R U C T I O N P L A N S J � . ,
<br /> E L E M E�I T 1: + j i � �/ � Q , PFN: SS17-004 LOT 3 �
<br /> • DAM C208: TRIANGULAR SILT DIKE (GETEXTILE ENCASED CHECK ,� BMP C103 HIGH �. _ '�� � f � \ � �- �f��- � WORK. ER ENGWEER FOR PAVING AND UTILITY � � � `
<br /> � �', VISIBILITY FENGE '� �" LOT 1 � � ��� � r o,'� r � � / / SWPPP STAN DARD NOT��
<br /> / P . E— oc F-
<br /> • BMP C231: BRUSH BARRIER � 5,00(�3'F / � t ,� ��. � ,�� �
<br /> .'''.
<br /> O.
<br /> • BMP C233; SILT FENCE � a' + '� � ' � f � �'j� �. '� +� � � � 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR � � � �
<br /> • BMP C234: VEGETATED STRIP \+ ! , � �I \ i' l,00 '� • -o' / e � 55 / DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES). � � L�1 �'
<br /> ., � ie � � ` , ` ;�' ' �'�� p,/ i • > �
<br /> STABILIZAT'ION NOTES ' (� ' � �� 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC a � W V)
<br /> LT 1 � � � ��� " q r o � �
<br /> O �J �' � + � �'��` � � } � ` � � /j .�/ FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND � � C7
<br /> TEMPORARY:STABILIZE PAVED AREAS WITH �;� \" ` � i�� SO ,ti,�,,-J, �s C,L � VEGETATION/LANDSCAPING IS ESTABLISHED. C� �,,,�, � r- : .. �.+ � .
<br /> I � ��- i i r ,
<br /> CRUSHED ROCK PER BMP C107. B L O C K � �n �� � ' �� •,� � � , ' �so/ f �� � � 0
<br /> � � O1 � � � � � ,,�-� Q � � 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. � Q ,
<br /> PERMANENT:STABILIZE PAVED AREAS PER �. \ ` , � �-' �!' y/ �'" ss ��/ ��i5`. � DURING THE CONSTRUCTION PERIOD, NO D15TURBANCE BEYOND THE FLAGGED CLEARWG LIMITS SHALL BE PERMITTED. THE FLAGGING � m �
<br /> " P A V W G S E C T I O N B Y O T H E R S. . 'B E V E R L Y P A R K � + � �� ,,� T Q
<br /> � � . � � , �'�- P / � " � S H A L L B E M A I N T A I N E D B Y T H E A P P L I C A N T/C O N T R A C T O R F O R T H E D U R A T I O N O F C O N S T R U C T I O N. � � Q C
<br /> � � A�N 14 5 9 6 5 `� �� �'; '" f� s� � � �� o / � � � - .
<br /> , TEMPORARY:STABILIZE LANDSCAPE AREAS <� + �i � / `� � 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, � �
<br /> L , WITH SEEDWG AND 4" STRAW MULCH, USE � �� � � � �5 �/ \ � AND W SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, � a W .
<br /> O OTHER ELEMENT 5 BMPS AS NECESSARY. � + � � y � ROADWAYS, OR VIOLATE APPLICABLE WATER QUALITY STANDARDS. � � +
<br /> � PERMANENT:STABILIZE LANDSCAPED AREAS _ ELEMENT 13: LOCATE AND PROTECT ' �'; � .c�/ � S O N
<br /> � �j/ \ 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE
<br /> + i WITH LANDSCAPING AND/OR HYDROSEED. INFILTRATION TRENCH IF INSTALLED ��-. r
<br /> � .-- � CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRAdED AS NEEDED FOR UNEXPECTED STORM EVENI'S AND TO ENSURE
<br /> ` � ; ,. I WITH HIGH VISIBILITY FENCE (BMP ELEMENT 4: � � �'� � THAT SEDIMENT AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE.
<br /> , ' . •, C103)AND WATTLES (BMP C235) BMP C2 / � . '
<br /> ��� a i, ' ,I � � \ 6. THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY THE APPLICANT/CONTRACTOR TO ENSURE THEIR CONTINUED 'r,�,-
<br /> SILT FE' CE
<br /> � " 'i' � Q �� S� FUNCTIONING, ESPECIALLY AFTER STORM EVENTS. DATE: � ' �? �' •
<br /> ' !I� ! �, — — — — — — — — — — — — � ELEMENT 7: BMP C220 t-,. .�� /� i-� r� ' _
<br /> ; , � INLET PROTECTION � Sa 7. THE ESC FAGLITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS 6/13/2019 yy �
<br /> ; �
<br /> \ I ,Q FOLLOWING A MAJOR STORM EVENT. JOB #: �
<br /> ,, ' \ I Q �
<br /> , � # 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASW. ALL CATCH '~�
<br /> � -- - ' � �p `� � BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN 217141 ys. � �
<br /> � . , --� � � II r - WATER INTO THE DOWNSTREAM SYSTEM. �..�- .
<br /> . ' . � 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE � `. •'�
<br /> DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE � � � i� J
<br /> � DURATION OF THE PROJECT. " �'���� �� �"� y
<br /> ���: ...,, �
<br /> '" � �
<br /> ��� 10. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE DEBRIS AND SEDIMENT TRACKED OFF THE SITE. Know whaYs b@IOW, �
<br /> � 11. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENT FROM ENTERING SURFACE WATER BODIES IF THE PROPOSED BMPS FAIL.. C111 before you dig. �
<br /> �, .B . , . .'t .
<br /> � 12. BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR UNSTABILIZED FOR NO MORE THAN 2 DAYS FROM OCTOBER 1 � ''� '
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