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HomeMy WebLinkAboutSW4191202_17-042_C1.5 EC PHASE 1A_1/2/2020Q N of 0 rn I Q w En Q U w U I a 3 0 M U I z c� U) w 0 N O I i CJ I / N O I N J a c Y O d- w 0 U H Q / a N Lij z CD z Q 0 1 2 3 4 5 6 CONSTRUCTION SEQUENCE 32. STABILIZE ANY AREAS DISTURBED BY REMOVAL OF DEVICES IMMEDIATELY. PHASE 1A MAINTENANCE SCHEDULE I 1. OBTAIN PLAN APPROVAL AND GRADING PERMIT. SCHEDULE PRE -CONSTRUCTION 0 30' 60' MEETING WITH NCDEQ STAFF. 1. IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE 2. OBTAIN CERTIFICATE OF COVERAGE FROM THE NC DEPARTMENT OF ENVIRONMENTAL INSPECTOR OR HIS DESIGNATED REPRESENTATIVE. ANY DEFICIENCIES SCALE: 1 " = 30' QUALITY FOR NPDES NCG01 CONSTRUCTION STORMWATER DISCHARGE PERMIT. SHALL BE REPAIRED BY THE CLOSE OF DAY. MAINTENANCE SHALL CONTINUE THROUGHOUT THE LENGTH OF THE PROJECT. 3. MARK CLEARING LIMITS, STREAM BUFFERS, AND WETLANDS PRIOR TO BEGINNING ✓OSEPH T. BUIE, ✓R. CONSTRUCTION. CALL NCDEQ INSPECTION STAFF FOR INSPECTION OF CLEARING 2. SILT REMOVAL AND SEDIMENT CLEAN -OUT FROM EROSION AND TONYA H. BUIE LIMITS. SEDIMENT CONTROL ITEMS SHALL BE PERFORMED IN ACCORDANCE DB 932, PG 1210 ZONED: RS E WITH THE FOLLOWING: USE. UNDEVELOPED 4. INSTALL GRAVEL CONSTRUCTION ENTRANCE AS SHOWN ON PLANS. SILT FENCES AND DROP INLET PROTECTION WILL BE CHECKED i E REGULARLY AND WILL BE CLEANED OUT WHEN THE CAPACITY, HEIGHT 5. INSTALL ROCK CHECK DAM IN SMALL DITCH DOWNHILL TO THE EAST OF THE EXISTING OR DEPTH HAS BEEN REDUCED BY 50%. ✓OSEPH T. BUIE, ✓R. 24" RCP OUTLET. TONYA H. BUIE 3. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS DB 932, PG 1210 ZONED: RS I � 6. INSTALL SILT FENCE AND SILT FENCE STONE OUTLETS ALONG WEST SIDE OF MAINTAINED. AREAS SHALL BE FERTILIZED AND USE. UNDEVELOPED EXISTING DITCH. RE -SEEDED AS NEEDED. " ROP1Fg2•o4 I 24 y 7. CLEAR SITE ONLY AS REQUIRED TO INSTALL PROPOSED PIPE AS SHOWN ON PHASE 1A 4. STREETS SHALL BE KEPT CLEAN OF MUD AND SILT. PERIODIC I N(w)) ��9'3% 81 PLAN. CLEANING OF STREETS SHALL BE PERFORMED. ' I 8. BEGINNING AT THE DOWNSTREAM END, INSTALL PROPOSED 48" STORM PIPE. 5. OVERLAND DRAINAGE SHALL NOT CONTAMINATE ROADWAY PAVEMENT SURF ACES. 9. AS INSTALLATION OF THE 48" PIPE PROGRESSES, INSTALL PROPOSED 24" STORM 6. THE E&SC INSPECTOR SHALL HAVE THE AUTHORITY TO ADD OR DELETE EROSION AND I PIPE. SEDIMENT CONTROLS AS NEEDED IN THE FIELD AS CONDITIONS WARRANT. IN ADDITION, NO EROSION AND SEDIMENT CONTROL MEASURES MAY BE REMOVED WITHOUT PRIOR I Q� 10. INSTALL ENERGY DISSIPATOR AT OUTLET OF 48" PIPE. APPROVAL OF THE INSPECTOR. 11. CONSTRUCT STORM STRUCTURES AND DIVERT FLOW FROM THE EXISTING 48" STORM PIPE AND TWO 24" STORM PIPES INTO NEW STORM DRAIN SYSTEM. GENERAL EROSION AND SEDIMENT CONTROL NOTES 1. EXCESS EXCAVATION DISPOSED OF OFF SITE SHALL BE DISPOSED OF IN ACCORDANCE WITH NCDEQ STANDARDS. 2. EROSION AND SEDIMENT CONTROLS SHALL REMAIN UNTIL THE DISTURBED AREA IS STABILIZED AND SHALL BE MAINTAINED SO THAT SEDIMENT CARRYING G• �� RUNOFF FROM THE SITE WILL NOT ENTER STORM DRAINAGE FACILITIES lv GON FOUN� N RANDALL M. LEONARD TRUSTEE � Z MOO- 3, IN THE EVENT A CONTRACTOR DUMPS, DISCHARGES OR SPILLS ANY OIL OR CHEMICAL P. LEOEO A TRUSTEE GP pRA RANDS N THAT REACHES, OR HAS THE POTENTIAL TO REACH, A WATERWAY, THE CONTRACTOR SHALL DB 2246, PG 1014 O IMMEDIATELY NOTIFY ALL APPROPRIATE JURISDICTIONAL STATE, FEDERAL. AND CITY ZONED. RSl .AGENCIES AND SHALL TAKE IMMEDIATE ACTIONS FOR CONTAINMENT AND REMOVAL OF THE USE- SINGLE FAMILYbo- OIL OR CHEMICAL. GONG' 0 4. CONTRACTOR WILL BE REQUIRED TO MAINTAIN THE SELF -INSPECTION FORMS AND MUST fo D MOO. BE AVALIABLE ON SITE. INSPECTIONS MUST BE MADE DURING THE PROJECT AFTER EACH N r/i/- / I / PHASE OF THE PROJECT, AND THE INSPECTION SHALL BE DOCUMENTED IN WRITING. THIS R/W SELF -INSPECTION WILL BE PERFORMED IN ADDITION TO THE NPDES SELF -MONITORING / N , `�/i�j I, /�'✓ p REPORT REQUIRED BY THE NCDEQ GENERAL PERMIT. CONTRACTOR WILL ALSO BE -" / /�� / / RESPONSIBLE FOR COMPLETING AND MAINTAINING THE SELF -MONITORING REPORTS. �) / / REPORTS ARE TO REMAIN ON SITE AN AVALIABLE FOR INSPECTION. C PUBLI AD (60 p PIPEESP E x STORMY RAGE I REASUfAGE W AENO ANY - E APP ✓OSEPH TBUIE, ✓R. sIZNGoX TON YA H. BUIE DB 688, PG 285 J I JU SERO ED ZONED: TI USE:MUL Tl-FAMILY \ _� %/ �� SILT NCE STONE N � / � OUTLET ,1i - / ROAD r / I / -AM �` R \ N / / // \ ASPNAD7 �i \ WAN \ /Nm =�/ / �`� / / ROCK CHECK DAM Ac�', ` �� �` / / / ' -mil= / ! ��/ / 4 "d� Ex / �® \ w� NvY J g19 p2 / / \� / J SILT FENCE STONE TEMPORARY SILT OUTLET �/ , r20 N / FENCE -roj (- 5 ._ - �FEMNCEjY P�F�ASE 1 / 80 / / \F �NV� 01.5 GAS,.ZLEARI\t TS / / PSTONE - - / �/-�UTL€T�- \ / �� - S, / STM 3 N SF / / RIM-812. / �/ /� /TEM�RARY SILT®3 34% / \' I " \ �' 4, FENCE Sf 1 o� MM P ` S - / •a DROP ti RIM=& 1 8 . / N � Mom _ EN `M �zo „RGP 09 INV IN-821 00 \ - S o i N / IN=819.00 (EX ) PHASE 1A �- 15 ETOP821.2 33 OUT $21•� INV OUT=816. 0 l I / j - i CLEARING N N TIN CP 0 / \ ( ' , _/� / LIMITS STM 4 - R `\ \ RIM=826.56 I \ INV IN=821.48 \ 3' 8 �_ tE i G / i / 'QC,o Qd --lb INV OUT=820.9 \ O Y- m / .�F oL, �oA srq,� � �� / TEMPORARY LET • o '� r � � � � _ �� /� v \ GP me oG�cF / PRO C N 41.18 L 24" STM PIPE 03. rm 610 000 PRP ST '� Fo G G PPR�t �j �C�N ��3 �oT I PPRPIV PIV 00- / 0 PIV PIS,0 RGP / a PHA 1 STM 6 �g•z , \ \ C ARING RIM=832.80 "< l LIMITS INV IN=822.50 (EX 24") / INV OUT=822.30 i QJ4 B a Co EX. GRATE 834.29 /N 828.1 D EX. ASPHALT \ 0 OUT 828.08 \ PARKING / QO \ \ LOT / qPP ENT POUTS DF EX 1 5" PCP \ / / EX. ASPHAL T PIV II / LOT112/6666 PARKING � PGA/$3 N6L 101. 45" I I \ a/� 0S�LPS \ \ / \1G 0 N ° SSE• / � � � �� � I - - � � \ 1 � J \ G DB 1930, PG 1728 10 TAX PIN #6728-04-92-2624 I I ZONED: Hl, O/l � \ P�J I I A \ USE.- MANUFACTURING \ I I I A CkI \ \ V IN\j 836 5 EX. METAL PROPOSED INLET \ \ \ \ XF*R BUILDING 1-2 PROTECTION n - Iq`, / I N I � STORY Q ONO / W Z 831 o \ 1 STORY / 1 2 3 4 5 6 triaddesigno.roup Architecture I Engineering I Interior Design Triad Design Group, P.C. 4807-C Koger Boulevard Greensboro, NC 27407 Telephone 336-218-8282 Facsimile 336-218-8010 www.triad-designgroup.com NC Architecture Reg. 50709 NC Engineering Lic. C-1108 •��\F,S�� N 0R4� SEAL 5PTH C AR�\�•' DECEMBER 19, 2019 PROFESSIONAL OF RECORD: L. ALLAN HILL, P.E. C z70 (a O co w � U w O N 0 � z Liz E W CO CO0 U � v Mk Date Description Revisions PHASE 1A EROSION CONTROL PLAN Date: AUGUST, 2019 Drawn: Check: LAH Job Number: 17-042 Sheet: C1.5