2600 FEDERAL AVE 2021 Plans 2025-09-29 (2)

CITY OF EVERETT STANDARD TESL NOTES (VOL. 1 , 2-5) 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES). 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND PERMANENT STABILIZATION MEASURES ARE ESTABLISHED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER QUALITY STANDARDS. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT—LADEN WATER DO NO LEAVE THE SITE. 6. THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY THE APPLICANT/CONTRACTOR TO ENSURE THEIR CONTINUED FUNCTIONING, ESPECIALLY AFTER STORM EVENTS. 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT. 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 10. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE DEBRIS AND SEDIMENT TRACKED OFF THE SITE. 11. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENT FROM ENTERING SURFACE WATER BODIES IF PROPOSED BMPs FAIL. PLASTIC SHEETING(MIN 20 MIL THICKNESS) 12. BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR UNSTABILIZED FOR NO MORE THAN 2 DAYS FROM ABOVE AND BELOW STOCKPILE OCTOBER 1 THROUGH APRIL 30, AND FOR NO MORE THAN 7 DAYS FROM MAY 1 THROUGH SEPTEMBER 30. ECOLOGY BLOCK ECOLOGY BLOCK SAND BAGS NOTES SAND BAGS P R 1. STOCKPILED MATERIALS SHALL BE COVERED AND SECURED FROM WIND, STOCKPILED' RAIN, AND OTHER DISTURBANCES AT ALL TIMES EXCEPT DURING ACTIVE T RA S LOADING AND UNLOADING. 2 PUUMPIINGTOR TTO AHALL CONTANMOVE WATER ENT VESSELWFORN THE ANALYSISOTOPILE AREAS B DETERMINE ITS T 'Xi`T`/yT`i PROPER DISPOSAL. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSAL ��i�i�i�`�i�?`liy��!1��l�i`iT�l�?`✓�TN��/�i�i i�l?�1i��;��a��T.`�i��i�%�i�� OF COLLECTED WATER IN THE STOCKPILE AREA. 3. CONTRACTOR IS RESPONSIBLE FOR SOIL AND STOCKPILE MANAGEMENT, INCLUDING SIZE, LOCATION AND NUMBER OF STOCKPILES. SEE SPECIFICATIONS FOR FURTHER REQUIREMENTS. 4. IF MULTIPLE SHEETS OF PLASTIC SHEETING ARE USED ABOVE OR BELOW THE STOCKPILES, THEY MUST OVERLAP BY 3' MINIMUM. 5. BARRIER REQUIRED AT TOE OF STOCKPILES. 6. SECURE COVERING TIGHTLY IN PLACE BY USING SANDBAGS OR TIRES ON 1 STOCKPILE COVER ROPES WITH MAXIMUM 10' GRID SPACING IN ALL DIRECTIONS. C1.1 C1.4 SCALE: NTS 7. STOCKPILES MUST BE LOCATED MORE THAN 75' FROM SHORELINE AND AWAY FROM STORM DRAIN CATCH BASINS. 8. GROUND SURFACES UNDER CONTAMINATED MATERIAL STOCKPILES SHALL CALL48HOURS BE FREE OF OBJECTS THAT WILL DAMAGE SHEETING, OR A LAYER OF GEOTEXTILE OR PLYWOOD SHALL BE PLACED BELOW. BEFORE YOU DIG DIAL 811 VERT DATUM: NAVD 88 CONV TO MLLW = NAVD88+2.03 HORZ DATUM: HAD 83/91 IF SHEET IS LESS THAN 22x34 W REDUCE SCALE ACCORDINGLY > PROJECT W ENGINEER: SCALE: PORT O F EVERETTJ W DWG. NO. C1 4 4A�p4'dsa�9A N. WATSON AS SHOWN V � 5�16 , A°oJ, DESIGNED BY: DATE: >_ Port of eg _ >� J. BECKER 06/21/2021 NORTON TERMINAL DEVELOPMENT CIP No. H T) 7�M & MTCA 3RD INTERIM ACTION 1-8-900-05 V EVERETT T� DRAWN BY CHECKED S L 16015th Avenue,Suite 1300 a�roia a K. EDWARDS, D. YU N. WATSON PROJECT P.O. Box 538 Seattle,Washington98101 �O e�rsre<�O : TESC STOCKPILE NO. MT—NT-2021-02.2 EVERETT, WA 98206 (206)382-0600 Fax(206)382-0500 ® 06/29/2021 NW NEW SHEETstoxat � b�' APPROVED BY: O (425) 259-3164 PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION COVER DETAILS SHEET NO. 22 OF 149 LL