11217 19TH AVE SE 2014 Plans 2022-12-27

� SW '/4 OF SEC 20, T WN 28 /1/, RGE 5 E, W.M., SlilO/�IOMISH COUNT Y, WASH/NGTON �- � � � � m � � � � GRAD/NG AND EROS/ON CONTROL NUTES. EROSI(3N, SED/MENTATION AND WATER QUALITY SITE/NSPECTIONS: 1. NONCOMPLIANCE WITH THE ERQSION CONTRO� REQUIREMENTS, WATER QUALITY PRIOR TO ANY SITE DEVELOPMENT WORK TAKING PLACE, A PRE-CQNSTRUCTION MEEfING WITH THE CONTRAGTOR, OWNER, CESCL, REQUIREMENTS, OR CLEARING LIMIT VIOLATIONS MAY RESULT IN REVOCATION QF AND CITY INSPECTOR SHALL BE HELD. PROJECT PERMITS, PLAN APPROVAL AND BOND FORECLOSURES. 2. PRIOR TO ANY SITE DISTURBANCE, CLEARING AND/OR LOGGING THE CLEARtNG THE DEPARTMENT QF ECQLOGY REQUIRES THAT CONSTRUCTION PROJECTS ONE ACRE OR LARGER RETAIN A CESCL TO ENSURE THAT LIMlT SHALL BE LOCATED IN FIELD BY THE PROJECT SURVEYQR. THE PROJECT IS IN COMPLIANCE WiTH 7HE CURRENT EROSION, SEDIMENTATION AND WATER QUALIIY STANDARDS. THE OWNER HAS 3. THE OWNER IS RESPONSIBLE FOR ENSURING WATER QUALITY ON THE JOBSITE. DESIGNATED A CESCL FOR THIS PROJECT. THE 24 HOUR CONTAGT PERSON IS GARY COOPER AT (425)438-8444. PRIOR TO COMMENCEMENT OF SITE WORK, THE OWNER SHALL PROVIDE PDS DOCUMENTATION THAT A CESCL HAS BEEN REfAINED FOR THE PURPOSE OF THE CESCL iS RESPONS/BLE F�R: PROVIDING WATER QUALIIY MONITORING DURING CONSTRUCTION. ,�. 4. PRIOR TO ANY SITE WORK, THE CONTRACTOR AND CESCL SHALL CONTACT THE Ao INSPECTING THE CONSTRUCTION SITE TO ENSURE THAT ALL CONSTRUCTION SWPPP MEASURES ARE FUNCTIONING AS INTENDED. � CI'fY OF EVERETT AT (425)257-8800 TO SCHEDULE A PRE-CONSTRUCTION B. ALLOCATING RESOURCES TO REPAIR ALL EROSIQN CONTROL STRUCTURES THAT ARE IN NEED OF MAINTENANCE. Z o � CONFERENCE. FIELD CHANGES (REVISIONS) ARE REQUIRED TQ BE SUBMITTED AND C. M O N I T O R I N G W A T E R Q U A L I T Y F O R A N Y S T O R M D R A I N A G E T H A T L E A V E S T H E S I T E. O � � _ APPROVED BY THE CIIY PRIOR TO IMPLEMENTING IN THE FIELD. ENGINEERED D. STOPPING AND/OR REDIRECTING CONSTRUCTION ACTIVITIES DEEMED NECESSARY TO PROTECT THE ENVIRONMENT. (� � o AS-BUILT SHALL BE REQUIRED PRIOR TO SITE APPROVAL. 5. THE TEMPORARY EROSION/SEDIMENTATION CONTROL FACILITIES SHALL BE SHOULD BMP PERFORMANCE GOALS NOT BE ACHIEVED, THE ONLY CONSTRUCTION ACTIVITIES TNAT SHALL BE ALLOWED ARE THE REPAIR � � cn �, CONSTRUCTED PRIOR TO ANY GRAQING OR EXTENSIVE LAND CLEARING IN OF EXISTING EROSI4N CONTROL STRUCTURES, INSTALLATION OF ADDITIONAL BMP'S T4 MINIMIZE THE TRANSPORT QF SEDIMENT OFFSITE, ACCORDANCE WITH THE APPROVED TEMPORARY EROSION/SEDIMENTATION CONTROL OR THOSE ACTIVITIES THAT D0 NOT DISTURB EXPOSED EARTH AND DO NOT HAVE THE POTENTIAL TO GENERATE ADDITIONAL SEDIMENT. � �, � PLAN. THESE FACILITIES MUST BE SATISFACTORILY MAINTAINED UNTIL o „� o CONSTRUCTION AND LANDSCAPING IS COMPLEfED, PERMANENT GROUND COVER " � � " HAS BEEN ESTABLISHED, AND THE POTENTIAL FOR ON-SITE EROSION HAS T H E T Y V E L V E E L E M E N T S O F A C C)N S T R U C T I O N S W P P P; � � � � U � N U 6, PUBLEC� STREETS ARE TO BE KEPT CLEAR OF DIRT AND DEBRIS DURING THE BMPS REFENENCED BELOW ARE PER THE 2005 STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON w ¢ ¢ w CONSTRUCTION OPERATIONS. � 3 = °- � 7. MAJOR EXPOSED, GRADED SLOPES SHALL BE PROTECTED BY CLEAR PLASTIC 1. MARK CLEARING LIMITS: THE CLEARING LIMITS ARE INDICATED ON THE PLAN SHEEf. CLEARING AND GRADING WILL BE LIMITED TO o 0 0 0 ONLY AREAS THAT NEED TO BE DISTURBEQ FOR GRADfNG, AND PLACING OR STOCK PILING FILL AND TO PRESERVE AS MUCH n n n n _ SHEEfING OR SIMILAR APPROVED METHOD UNTIL SUGH TIME AS THE VEGETATIVE NATURAL VEGEfATION AND THE DUFF LAYER AS POSSIBLE. FIE�D MARKING THE CLEARING LIMITS SHAL� BE CQMPLEfED PRIOR TO � � �w t, C OV ER H A S BEEN E S T ABLISHED SUFFICIENTLY TO INHIBIT EROSION. ANY CLEARING OR DISTURBING THE SITE. °C � � � 8. WATER SHALL BE APPLIED REGULARLY TO TRAFFICKED SURFACES DURING DRY BMPS: d- �+- �' d' � SEASON TO CONTROL DUST. ADAPTER SKIRT R�t�Ev�t. � �- i i C103 HIGH VISIBfLITY PLASTIC OR METAL FENCE (FOR A PERFECT FlT) �s� Q ! � d- v� 9. TEMPORARY COVER BMP'S ARE REQUIRED TO STABILIZE EXPOSED SOIL. C233 SILT FENCE o i i �' '' a) FROM MAY 1 TO SEPTEMBER 30, NO SOIL MAY REMAIN EXPOSED FOR MORE � ,��, °O 0O � � . THAN 7 DAYS. 2. ESTABLISH CONSTRUCTION ACCESS: ACCESS TO THE CONSTRUCT{ON SITE SHALL BE LIMITED TO THE ROCK CONSTRUCTION Z .- N M d- b) FROM OCTOBER 1 TO APRIL 30, NO SOIL MAY REMAIN EXPOSED FOR MORE ENTRANCES. :_�-:� ��. . . .:r.:;;*_ : - _ THAN 2 DAYS. BMPS: � �;'� _ _ § c DENUDED AREAS SHALL BE SEEDED OR COVERED MY MULCH, SOD, PLASTIC, C105 STABILIZED CONSTRUCTION ENTRANCE 7:::.: .: : y�:: � ` � �:�; . . :..:_ 87 � L3f A � o o � OR OTHER COVER BMP AS NEEDED; GEOTEXTiLE ;f;:;�:::'��"; �<�; � � c d � d) SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT 3. CONTROL FLOW RATES: THE PROPOSED DETENTION f WATER QUALITY POND AND ASSOCIATED CONTROL STRUCTURE WILL BE USED FABRIC 'L ,� '� � $ o � � RETENTION BMP'S WITHIN 24 HOURS OF FORMATION. TO CONTROL FLOW RATES. SEDIMENT-LADEN RUNOFF WILL BE OIREGTED TO POND. ',�::��, r::" � v � � � � � � C200 INTERCEPTQR DIKE AND SWALE � � N � N N e) GRADING AND CONSTRUCTION SHALL BE TIMED AND CONDUCTED 1N STAGES TO �p B�j.p��s 24• � ,« a � � X � - M I N I M I Z E S O I L E X P O S U R E C 2 4 7 C H E C K D A M S P� ��R� � t n � a u.. � 10. ALL TEMPORARY AND PERMANENT EROSION CONTRO� MEASURES SHALL BE vo�uMEs) W � � INSPECTED PERIODICALLY, 4. I N S T A�L S E D I M E N T C O N T R O L S: S E D I M E N T C O N T R O L W I L L B E P R O V I D E D T H R O U G H A C O M B I N A T 1 0 N O F S I�T F E N C E, S T O R M DRAW � � � ALL ACCUMULATED SILT AND DEBRIS REMOVED AND cEo�rn� r � FACILITIES REPAIRED AS NEEDED. INLEf PROTECTiON, AND THE PERMANENT DETENTION/ WATER QUALITY POND. F�eRic � � �. 11. BEFORE CONSTRUCTION ACCEPTANCE BY THE CITY, THE APPLICANT SHALL BMPS: � � � 3 ESTABLISH A PERMANENT VEGEfATIVE GROUND COVER. TO CONTROL SOIL EROSION C233 SILT FENCE o � � J A L L. A R E A S O F L A N D D I S T U R B A N C E N O T O T H E R W I S E P E R M A N E N T L Y S T A B I L I Z E D B Y SEDIMENT ° � o � IMPERVIOUS SURFACE OR OTHER MEANS SHALL HAVE A PERMANENT VEGETATNE 5. STABILIZE SOILS: TEMPORARY AND PERMANENT SOIL STABILIZATION WILL BE PROVIDED. TEMPORARY STABILIZATION WILL BE ACCUMULATION � � � h � � C O V E R. P R O V I D E D T O EXP OS E D WO R K E D E A R T H. F R O M O C T O B E R 1 U N T I L A P R I L 3 0, N O E X P O S E D S O I L M A Y R E M A I N E X P O S E D A N D W f : o � 12. ALL EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WiTH CIT`( STANDARDS. UNWORKED FOR MORE THAN TWO DAYS; FROM MAY 1 UNTIL SEPTEMBER 30, NO EXPOSED SOIL MAY REMAIN EXPQSED AND STQRM DRA/N/NLET PROTECTION Z � � ¢ � PRE-CONSTRUCTION SOILS INVESTIGATION MAY BE REQUIRED TO EVALUATE SOIL U N W O R K E D F O R M O R E T H A N S E V E N D A Y S. W � N � � � STABILITY. BMPS: NOT TO SCALE > � z > � 13. IF CUT OR FILL SLOPES EXCEED A MAXIMUM OF 2:1, A ROCK OR CONCRETE C120 TEMPORARY AND PERMANENT SEEDING � � � o � � RETAINING WALL WILL BE REQUIRED, UNLESS OTNERWISE SPECIFICALLY C121 MULCHING � � � � � _ AUTHORIZED BY A LICENSED SOILS ENGINEER AND APPRQVED BY THE CIlY. ALL C 1 2 3 P L A S T I C C O V E R I N G , � CUT REfAINING WALLS GREATER THAN 6' IN HEIGHT OR FILL REfAINiNG WALLS 6. PROTECT SLOPES: SLOPES SHA�L BE PROTEGTED FROM EROSION THROUGH COVER AND SQIL STABILIZATION. � GREATER THAN 4' IN HEIGHT ARE TO FOLLOW CITY SPECIFICATIONS AND TO BE DESIGNED AND CERTIFIED BY A CIVIL ENGINEER EXPERIENCED IN SOIL MECHANICS. BMPS: 14, STOCKPILES ARE TO BE LOCATED IN SAFE AREAS AND ADEQUATELY PROTECTED C120 TEMPORARY AND PERMANENT SEEQING C121 MULCHING BY TEMPORARY SEEDING OR PIASTIC SHEETING. STOCKPILE LOCATION TO BE C123 PIASTiC COVERING SEE ROAD & SfORM PtANS GR�SSZSEE SEEDU�IX OR APPROVED BY ENGINEER. C130 SURFACE ROUGHENING FOR MAX. SLOPE OPTIONS, THIS SHEEf 15. ALL STRUCTURAL FILLS SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DENSITY BY STANDARD PROCTOR TESTING. PROVIDE TESTS WITN ��r� �, , 3' 3' �'�� ASBUILT PLANS. ��''� ' . �h�� 16. THE GEOTECHNICAL ENGINEER SHALL BE ON-SITE DURING FILL OPERATIONS AND 7• PROTECT DRAIN INLETS: INLEt PROTECTION SHALL BE INSTA�LED IN AI.L CATCH BASINS AND REMAIN UNTIL CONSTRUGTION OF ''�%�,�, ALL THE RESIDENCES WITHIN THE DEVELOPMENT HAS BEEN COMPLEfED. INLET PROTECTION SHALL BE INSPECTED REGULARLY AND �'�� . ;��;,��,,��;,��;;��;� ROAD CONSTRUCTION AS RECOMMENDED BY THE CITY GEOTECHNICAL REPORT. %>ii� 3.•� � ,,� , � PROVIDE REPORTS TO THE CITY. INSPECTOR AND COPIES WITH AS BUILTS. THE FILTER FABRlC C�EANED/REPLACED AS NECESSARY. WHEN PRQVIDING MAINTENANCE TO THE IN�Ef PROTECTION, THE FABRIC `��%��i,`i,�, ��i ii�>;�`��` � ��N• SHALL BE REMOVED IN SUCH A WAY AS TO NOT ALLOW THE RETAINED SEDIMENT TO FALL INTO THE CATCH BASIN. ��`%��i;`i� ,. ��`�`��`%``�� EP� � � RECOMMENDATIONS FROM THE GEOTECHNICAL REPORT SHALL BE FOLLOWED. ��,��%�.��,,�� 17. THE DRAINAGE SYSTEM SHALL BE INSTA�LED IN ACCORDANCE WITH THE BMPS: ,�i�ii- APPROVED PLAN (SEE ATTACHED DETAILED DRAINAGE PLAN). C220 STORM DRAIN INLEf PROTECTION � TOE QF CUT ALONG ROAD U �••• 18. AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGEfATION AND g, STABILIZE CHANNELS AND OUTLEfS: ALL CHANNEL SLOPES SHALL BE GONSTRUCTED AND PROTECTED AGAINST EROSIQN. �J ��.! DELETERIOUS MATfER. ALL LOSE AND SOF7 AREAS SHALL BE REMOVED AND BMPS: TE/I�PC)RARYINTERCEPTOR SWALEDETAIL J Z � REPLACED WITH STRUCTURAL FILL. AREAS TO RECEIVE FILL SHALL BE PROOF � � ROLLED. C209 OUTLET PROTECTION NOT TO SCALE .. 19. ALL FILL MATERIALS USED SHALL BE FREE OF VEGETATION, ORGANICS AND g, CONTRQL POLLUTANTS: POLLUTANTS SHAL� BE CONTRQLLED PER POLLUTANT CONTROL NOTES. SEE THIS SHEEf FOR NOTES. = U 0 DELEtERIOUS MATTER AND SHALL NOT CONTAIN ROCKS GREATER THAN SIX INCHES IN DIAMETER. 1F WEt CONDITIONS ARE ENCOUNTERED, NATIVE SOILS MAY 10. CONTROL DE-WATERING: DISPOSAL OPTIONS FOR DE-WATERING WATER ARE AS SPECIFIED IN THE DE-WATERING CONTROL NOTES. � � O NOT ACHIEVE OPTIMUM MOISTURE CONTENT FOR PROPER COMPACTION. IF FILL IS SEE THIS SHEET FOR NOTES. , TO BE PLACED DURING WET CONDITIONS, GRANULAR MATERIAL PER GEOTECHNICAL (j� Q REPORT SHALL BE IMPORTED. 11. MAINTAIN BMPS: MAINTENANCE OF THE BMPS IS SPECIFIED IN THE CONSTRUCTION SEQUENGE AND GRADING AND EROSION � � ' 20. STRUCTURAL FILLS SHALL BE PLACED IN 8" TO 10" THICK LOOSE NORIZONTAL CONTROL NOTES, SEE SHEEf ER-01 AND THIS SHEEf. y j � LIFfS AND SPREAD UNIFORMLY. AFfER EACH LIFT HAS BEEN SPREAD EVENLY, IT � � M SHAIL BE COMPACTED TO A MINIMUM OF 95� OF MAXIMUM DENSITY DEfERMINED SEED OPTIONS M/X �- ° 12. PROJECT MANAGEMENT: THE GRADING AND EROSION CONTROL NOTES SPECIFI' SEASONAL WORK LIMITATIONS. BMPS SHALL BE �y O N IN ACCORDANCE WITH ASTM D-698 (STANDARD PROCTOR). � MAINTAINED PER ELEMENT #11. Table 4.1 represents the standard mix for those areas where just a �L � i 21. THE SURFACE OF ALL SLOPES SHALL BE COMPACTED. THIS MAY BE temporary vegetative cover is required. W � v � ACCOMPLISHED BY OVER-BUILDING THE SLOPES THEN CUTTING BACK TO FINAL o GRADES, OR BY RUNNING THE COMPACTOR OVER THE SLOPE AS EACH FILL LIFf TABLE 4.1 � � IS BEING PLACED. ALL SLOPES SHALL BE COMPACTED BY THE END OF EACH Temporary Erosion Contro) Seed Mix J W l� WORKDAY. � Weight � Purity % Gemination (n > N 22. GRADES SHOWN ON THIS PLAN REPRESENT THE ENGINEER'S ESTIMATE OF �' APPROXIMATE MINIMUM EARTHWORK AND OTHER GRADING/SOIL CONSIDERATIONS. Chewings or annual blue grass 40 98 90 J • Q festuca rubrQ var. commutata or poa anna � THE CONTRACTOR MAY ALTER THE GRADES SHOWN TO BETTER ACHIEVE TNESE R � RESULTS PROVIDED THAT ANY ALTERATION IS SUBJECT TO THE PRIOR APPROVAL Perenniai rye 50 98 90 t/'1 o IN WRITING BY THE ENGINEER, OWNER, AND THE APPROPRIATE CITY DL�WATER/i1/� CONTROL NOTES lolium perenne 2' MIN. .r� _ a DEPARTMENTS. ALL TURBID DE-WATERING WATER SHALL BE DISPOSED OF USING ONE OF TNE FOLLOWING OPTIONS: Redtop or colonial bentgrass 5 92 85 23. ALL EARTHWORKS UNDER PAVING TO BE USED BY VEHICULAR TRAFFIC & Agrostis aiba or Agrostis tenuis � �, SIDEWALKS SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY 1. INFILTR,4TION, White dutch clover � gg g0 Mp�- -� DENSITY (A.S.T.M.D-698, STANDARD PROCTOR). 2. TRANSPORT OFFSITE IN A VEHICLE, SUCH AS A VACUUM FLUSH TRUCK, FOR LEGAL DISPOSAL IN A MANNER THAT DOES NOT POLLUTE Trifolium repens �� a 24. UNLESS OTHERWISE NOTED, ALL SPOT ELEVATIONS SHOWN ON PAVED AREAS ARE STATE WATERS � TOP OF PAVING. 3. ECOLOGY-APPROVED ON-SITE CHEMICAL TREATMENT OR OTHER SUITAB�E TREATMENT TECHNOLOGIES, This turf seed mix in Table 4.3 is for dry situations where there is no need for ,,�`�� ,, W much water. the advontage is that this mix requires very little maintenance. ��,:��-�� i 25. EVERETT MUNICIPA� CODE REQUIRES THAT CONSTRUCTION NOISE OCCUR ONLY 4. SANITARY SEWER DISCHARGE WITH LOCAL SEWER DISTRICT APPROVAL, !F THERE IS NO OTHER OPTION, `" � BETWEEN 7 A.M. AND 10 P.Mo ON WEEKDAYS AND 8 A.M. AND 6 P.M. ON 5. USE OF A SEDIMENTATION BAG WITH OUTFAL� TO A DITCH OR SWALE FOR SMALL VOLUMES OF LOCAUZED DE-WATERING, OR TABIE 4.3 2� `yq,r INEEKENDS AND HOLIDAYS, 6. FOUNDATION, VAULT, AND TRENCH DE-WATERING WATER, WHICH HAVE SIM{LAR CHARACTERISTICS TO STORMWATER RUNOFF AT THE SITE, Low-Growing turf Seed Mix �' 26. ALL SURPLUS OR UNSUITABLE MATERIALS CLEARED OR EXCAVATED AND REMOVED SHALL BE DISPERSED TO NATIVE VEGETATION AND/ OR DISCHARGED TO A SEDIMENTATION FACIL(TY. • � % Weight % Purity % Gemination GRAD/NG SETBACKDETAIL E� VIL o FROM THE SITE SHALL BE DISPOSED OF iN AN APPROVED FILL SITE. IT WIU. BE NOT TO SCALE LTHE PERMITTEE'S RESPONSIBILITY TO LOCATE AN ACCEPTABLE DISPOSAL SITE AND Dwarf tall fescue several varieties 45 98 90 ��''' oF ��sN�� �, TO ASSURE THAT ALL SURPLUS MATERIAL IS PROPERLY DEPOSITED IN SAME. Festuca arundinacea var. ��v �� 0 27e AFfER COMPLETION OF GRADING, ALL AREAS NOT SCHEQULED TO RECEIVE POLLUTANT CONTROL NOTES Dwarf perennial rye {Borelay} 30 98 90 � � ADDITIONAL SURFACING SHALL BE HYDROSEEDEQ OR MULCHED. 1. ALL POLLUTANTS, INCLUDING WASTE MATERlALS AND DEMOLITION DEBRIS, THAT OCCUR ON-SITE SHALL BE HANOLED AND DISPOSED OF IN Loium perenne var. barelay r �, 28. GRADING FROM OCTOBER 1 ST TO APRIL 30TH (S NOT PERMIITED WITHOUT A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORMWATER. WOODY DEBRIS MAY BE CHQPPED AND SPREAD ON SITE. Red fescue 20 98 90 •3 SPECIFIC APPROVAL. 2. COVER, CONTAINMENT AND PROTECTION FROM VANDALISM SHALL BE PROVIDED FOR ALL CHEMICALS, LIQUIQ PRODUCTS, PEfRO�EUM Festuca rubra SETBACKS FOR CUTS OR F/LLS �o �, 9�8 0 ,�� � PRODUCTS, AND NON-INERT WASTES PRESENT ON THE SITE (SEE CHAPTER 173-304 WAC FOR THE DEFINITION OF INERT WASTE). �ISTEg�' � 1� i ON-SITE FUELING TANKS SNALL INCLUDE SECONDARY CONTAINMENT. Colonial bentgrass 5 98 90 1. FIELD MARKING. BEFORE PERFORMING ANY GRADING OR CLEARING SUBJECT TO SSIONAL $� \� 3. ALL MAINTENANCE OF HEAVY EQUIPMENT AND VEHICLES SHALL BE DONE OFFSITE. Agrostis tenuis A GRADING PERMIT PURSUANT TO THIS CHAPTER, THE APPLICANT SHALL MARK, ��v � 4. ACTIVITIES WHICH MAY RESULT IN DISGHARGE OR SPILLAGE OF POLLUTANTS TO THE GROUND OR INTO STORMWATER RUNOFF MUST BE Table 4.4 presents a mix recommended for bioswales and other IN THE FIELD, THE LIMITS OF ALL PROPOSED CLEARING AND GRADING, SENSITIVE � CONDUCTED USING SPILL PREVENTION MEASURES, SUCH AS DRIP PANS. CONTAMINATED SURFACES SHAIl BE CLEANED IMMEDIATE�Y intermittently wet areas. AND CRITICAL AREAS AND TNEIR BUFFERS, TREES TO BE RETAINED AND JOB NUMBER: 13-144 a FOGLOWING ANY DISCHARGE OR SPILL INCIDENT. EMERGENCY REPAIRS MAY BE PERFORMED ON-SITE USING TEMPORARY PLASTIC PLACED DRAINAGE COURSES. i ._..___- ___.. . __ ._.. � DRAWING NAME:13144C-ER-DT , -' BENEATH AND, IF RAINING, OVER THE VEHICLE. TABLE 4.4 2. CUT AND FILL SLOPES SHALL BE SET BACK FROM SITE BOUNDARIES IN i P L.A�S �� DESIGNER: MEV � 5. WHEEL WASH OR TIRE BATH WASTEWATER SHAL� BE DISCHARGED TO A SEPARATE ON-SITE TRFATMENT SYSTEM OR TO THE SANITARY Bioswale Seed Mix ACCORDANCE WITH THIS DEtAIL. SETBACK DIMENSIONS SHALL BE HORIZONTAL -� j ` SEWER. DISTANCES MEASURED PERPENDICULAR TO THE SITE BOUNDARY. � � � ' �- DRAFfING BYo MCH � 6. APPLICATION OF AGRICULTURAL CHEMICALS, INCLUDING FERTILIZERS AND PESTICIDES, SHALL BE CONDUCTED IN A MANNER AND AT � Weight % Purity % Gemination 3. THE TOP OF THE CUT SLOPES SHALL NOT BE MADE NEARER TO A SITE Pu �c seav�cEs pAT� DATE: 5-12-14 - `� APPLICATION RATES THAT WILL NOT RESULT IN LOSS OF CHEMICAL TO STORMWATER RUNOFF. MANUFACTURERS' RECOMMENDATIONS FOR Tall or meadow fescue 75-80 98 90 BOUNDARY LINE THAN ONE FIFTH 4F THE VERTICAL HEIGHT OF CUT, BUT IN NO Puat.�c wo�xs SCALEo ` AS NOTED � APPLICATION RATES AND PROCEDURES SHALI. BE FOLLOWED. Festuca arundinacea or festica elatior JURISDICTION: EVERETi' � EVENT NEARER THAN TWO FEET FROM THE BOUNDARY LINE. ERos� aHa�ti�:c��'� D�PARTMENT � 7. BMPS SHALL BE USED TO PREVENT OR TREAT CONTAMINATION 4F STORMWATER RUNOFF BY PH MODIFYING SOURCES. THESE SOURCES Seaside/Creeping bentgrass 10-15 92 85 4. THE TOE OF THE FILL SLOPE SHALL NOT BE MADE NEARER TO THE SITE A Pus�s�waf�Ks vE�:�;r �s Hepv��o�R�c�R � INCLUDE, BUT ARE NOT LIMITED T0, BULK CEMENT, CEMENT KILN DUST, FLY ASH, NEW CONCREfE WASHING AND CURING WATERS, Agrostis palustris BOUNDARY LINE THAN QNE HALF THE HEIGHT OF THE SLOPE, BUT IN NO EVENT TO SYAFtTING A��Y CuNST'i2UC7i0N ON 7NIS - N WASTE STREAMS GENERATED FROM CONCRETE GRINDING AND SAWING, EXPOSED AGGREGATE PROCESSES, AND CONCRETE PUMPWG AND GttvE�R PROIECT. APPROVAL FOR THIS PROIECT IS Redtop bentgrass 5-10 90 80 NEARER THAN TWO FEET FROM THE BOUNDARY LINE. �� MIXER WASHOUT WATERS. STORMWATER DISCHARGES SHALL NOT CAUSE OR CONTRIBUTE TO A VIOLATION OF THE WATER QUALIIY coNoirtat�A� �R CURRFNT STANOAROS � 0 PH IN THE RECEIVING WATER. Agrostis alba or Agrostis gigantea �r � STANDARD F R AND EXPtRES �7�'S Ur.�FSS PERMR � FOR CONSTRUCTION HAS BEEN ISSUED - c Q SHEET 4 OF 28 .