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HomeMy WebLinkAboutNCC201095_Email RE Limits of Disturbance under New NOI_20200625Georgoulias, Bethany From: Adam Carroll <Adam.Carroll@timmons.com> Sent: Thursday, June 25, 2020 10:20 AM To: Georgoulias, Bethany; Pearson, Tyler B Cc: Sink, Scott; martinw@uncsa.edu; Eplin, Tamera Subject: RE: [External] RE: Construction SW Notice of Termination Request Received Attachments: UNCSA Limits of Disturbance Comparison.pdf • ' External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to lgort.spam@nc.gov Hi Tyler, I just left you a voicemail, but I wanted to reply to this email chain as well. I spoke to Tamera, and she indicated that if the area covered under this NOT is encompassed in the new NOI that was just accepted, then they could move forward with the NOT since this will be covered under a new permit. This is the case, and I've attached a PDF of the limits covered under the old NOI compared to the new NOI. As you can see, this area is covered by the new NOI so hopefully everyone agrees that we can close out the NOT and move this site to the new NOI since it is ready to be re -disturbed under a new and approved permit. Ideally, we could have just left the old NOI open throughout the duration of the next phase of the project, but since that's not the case, we have ended up with overlapping NOI's. I appreciate everyone's help in ironing out this somewhat confusing situation. Please don't hesitate to call if you have questions (336.404.5583) and please let us know if this is acceptable. Thanks, Adam From: Georgoulias, Bethany <bethany.georgoulias@ncdenr.gov> Sent: Thursday, June 25, 2020 10:03 AM To: Pearson, Tyler B <tyler.pearson@ncdenr.gov> Cc: Sink, Scott <scott.sink@ncdenr.gov>; Adam Carroll <Adam.Carroll@timmons.com>; martinw@uncsa.edu; Eplin, Tamera <tamera.eplin@ncdenr.gov> Subject: RE: [External] RE: Construction SW Notice of Termination Request Received Will there need to be another inspection to verify this? If so, I will need to reject the original NOT request and have Mr. Martin resubmit when that has been completed. Thanks, Bethany Bethany Georgoulias Environmental Engineer Stormwater Program, Division of Energy, Mineral, and Land Resources N.C. Department of Environmental Quality 919 707 3641 office bethany.georgoulias@ncdenr.gov 512 N. 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LIMITS OF DISTURBANCE = 1.41 AC II SAW CUT & REMOVE EXISTING PAVEMENT & SIDEWALK FOR ELEC. INSTALLATION (COORD. W/ MEP PLAN); SAW CUT LIMITS OF DISTURBANCE SIDEWALK TO NEAREST JOINT BACKFILL PAVEMENT CUT W/ COMPACTED ABC STONE / FLUSH W/ EXISTING ASPHALT - ❑ iLTGrate Top Crb8 4.02 Iv797.12 I SAN---I SAN-Q+- r \LJ3 COORDINATE PROPOSED I SITE ELECTRICAL FEATURES W/ MEP DRAWINGS (TYP) \ \ UG/ \ ITY \ \ \ \ REMOVAL W/ MEP PLANS (TYP) \ IMT REMOVE EXISTING �,BAILEY, AVERETAINING WALL\Utilit�xEasement l�\OVE EXISTING \ \ GIPS NCGS Monument N849435.240, E 1633867.231 Elevation 823.95 III, I - UFp _ I REMOVE/DEMOLI EXISTING DORM BUILDI FOUNDATIONS & ASSOCIAT UTILITY SERVICES (COORDINATE DRY UTILITY REMOVAL W/ MEP PLA� ) - - - _ - -STON 4TLET _ ` -(TYP DA = 0.30 AC _$ELT FENCE ` \ y RE VE WATER / a - \ / S R3/ E &PIV REMOVE WATER (TYP) \ \ SERVICE & PIV \ \ _-`'800\ �- \ \ \ \ 0 0 0 �-\ \ I \ 11 \ p \\ \_ �\ \ 1 \ \\\ 0 Y T \ \ \ \II \ J \ \ \ \ \ ` \ \ - - T CONSTRUCTION 1 // \ - - \ \ \\ _ -Io \ \I \ \ 1I \ \ \ - _ SAFETY FENCE \61 - - ---------- �, - \ \'NREM(�VE/DEMOLISH \ \\ P- \ \ \/ _ REMOVE�&SALVAGE //;-------------__-----, ` _______ 95. EXIS-nNQ DNM`BUILDING FOILDATION &- \ I \ \ ---- \ 'ASSQCIA E�UTILITY SERVICES \ \ I /jG F O 9 \ II \ \ \ - EXISTING OUTDOOR /j/ \ t \ - GP P II / i SEATING, TABLES, & GRIL1 V (COORQIN�A�Ei7f�KUTILITY _ \ \ / i \ \ \ \ _ _ UFd�/ \ j )% \. j I i i r \ &RETURN TO OWNER \ \ \ /- R>=MOb(AL WLLMEP PLAN) GQ p \ i XIS TINTG- -UFO \ _ -VE ATI6NA _ - - _ - _ _ _ - U AROU AGH�ORM BUIL-DIN.0 Qec:-UG-P- - ONECFT >\ �TY�BxoUG (� \ O - _ -_- UFO SAFETY 90 UFO -UFO- - et-t-T--_roi�2'OTO EXIS -bA REMOVE H F-ENG-E \ \ \ \ ► \ \ \ \ \\ \ /\/\//XOtT�l L�YP) e 3ZAC EXISTING DORM BUILDING, FOUNDATIONS DEMOLITION NOTES ASSOCIATED UTILITY SERVICES I 1II 1 I---------- EXISTING i \ \ ' I (COORDINATE DRY UTILITY \ \ - - - - - �/- \ �O �Y \ Garden Area ' 1 1. REFER TO MEP DRAWINGS FOR ELECTRICAL, FIBER, AND DRY \ \ \ \ %� _ _ - VEGETA N-*NDi31iR \ \I UTILITY DEMOLITION. REMOVAL W/ MEP PLAN) \ \ \ EXISTING FENCE \ - - - _ - \ \ I \ REMOVE EXISTING \ \ \ \ TO REMAIN 32 _ - Inv=802. 5 AROUND CH DORM B IL I 0 VEGETATION AND SHRUBS \ \ \ - - �Tre� - - 2. REMOVE/DEMOLISH/ABANDON AFTER EROSION CONTROL � - - - - � � O MEASURES ARE IN PLACE AND APPROVAL OF THE CITY AROUND EACH DORM BUILDING \ ` ` - - - 18,E REMOVE/DEMOLIS O O \ <v // \ \ I \ I\ I REFER TO EROSION CONTROL PLAN. STONE OUTLET \ \ _ - - - EXISTING DORM B_ _DING, \ \ \ � \ \ i \ I \ I , --------- INSPECTOR. (TYP) DA = 0.34 AC ` - STONE OUTLET Tree \ _ - FOUNDATIONS & A OCIAI'EB \ \ ��/\// - - (1YR) DA �O-3O-AC- - _ \ UTILITY SERVICES /\ \ I\ \ 3. REMOVE SIDEWALK AND CURB AND GUTTER SECTIONS BY SAW � - � _ � _ DB, 1840 PG. 1064 CAR❑LINA PROPANE GAS, INC. Pin # - _ - - - ld0.0 _ - _ 800 (COORDINATE DRY ITY CUTTING THE NEAREST CONTROL JOINT AWAY FROM THE _ - _ - - - - _ _ i \ EROSION CONTROL NOTES AREA DESIGNATED TO BE REMOVED ON THE DEMOLITION PLAN. 6834-39-5598 Pin # 6834-39-6454 _ - - _ - _ _ _ _ = ro�al�P�oR - - - - - - - - _ - \�� REMOVAL W/ MEP PLA -_ -- _ ------on 1. DO NOT WORK OR DISTURB LAND OUTSIDE LIMITS OF CONSTRUCTION. 4. SUBSURFACE FEATURES ARE SHOWN IN APPROXIMATE - - - _- - _ - - - - - _ _ - _ - - --795 �� - - _ _ \ \ \ \\ \ \\ \\\ / \\ \\ \ LOCATION. CONTRACTOR IS RESPONSIBLE FOR SUBSURFACE �- - �� _ 2. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL COMPLY WITH CITY OF UTILITY EXPLORATION TO DETERMINE UTILITY LOCATIONS AND _ WINSTON SALEM AND NCDEQ STANDARDS. DEPTHS. - - - - - - - - - - - - - -_ - - - _ - _ 79 -_-_-�����\�� co \ 3. INSPECT EROSION AND SEDIMENT CONTROL MEASURES WEEKLY AND AFTER EACH 5. CONTRACTOR SHALL VERIFY LOCATIONS AND SIZES OF ALL-_- SIGNIFICANT RAINFALL. MAINTAIN MEASURES AS NECESSARY. EXISTING FEATURES PRIOR TO COMMENCEMENT OF �_ _ - - - -- - - - - - - - - - 785 - - - - _ - - _ ^ CONSTRUCTION.- 4. GROUND COVER SHALL BE ESTABLISHED WITHIN 15 WORKING DAYS BUT NO MORE THAN 21 CALENDAR DAYS AFTER COMPLETION OF ANY PHASE OF GRADING. PERMANENT 6. CONTRACTOR SHALL LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION. - _ -�\ GROUND COVER SHALL BE ESTABLISHED WITHIN 15 WORKING DAYS OR NO MORE THAN _ _ - _ _ - _ _ 780 - - - - - - - - - - - - - -- _ - 21 CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION. \ ��1 1� \ \ _ C' \ \ \ \ \ \ I 7. CONTRACTOR SHALL REPAIR/REPLACE ANY EXISTING \ \ - ` \ \ \ \ \ \\\\\ \ \ \ \ \ 1 1 6. KEEP MUD OFF STREETS DURING CONSTRUCTION. - \ -FOR E- \\ \ \ 1 SIDEWALK, CURB AND GUTTER, AND/OR ASPHALT TO REMAIN \ - / 1�� 1 I \ \ \\ \ \ I 1 7. CONTRACTOR IS TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM DISTURBED THAT HAS BEEN DAMAGED BY CONSTRUCTION ACTIVITY. ICY�i�I 19FANj SOIL SURFACES THAT MAY CAUSE OFF -SITE DAMAGE, HEALTH HAZARDS, AND/OR 8. TERMINATE UNUSED EXISTING UTILITY SERVICES AT THE MAIN + TRAFFIC SAFETY PROBLEMS. � PER CITY OF WINSTON-SALEM STANDARDS. Q_ o \ .Rabbles 8. 8. INSTALL ADDITIONAL EROSION CONTROL MEASURES (I.E. SILT FENCE, STONE OUTLETS) - _ AS NECESSARY TO AVOID TRANSFER OF SEDIMENT FROM THE SITE. \ - - - - ' i - - - 201, EROSION CONTROL SEQUENCE 1. INSTALL CONSTRUCTION ENTRANCE AT THE LOCATION SHOWN. ANY SEDIMENT ACCUMULATION ON ADJACENT PUBLIC ROADS AS A RESULT OF THE PROJECT AND TRAFFIC FROM THE PROJECT SHALL BE IMMEDIATELY CLEANED OFF BY THE CONTRACTOR. 2. CLEAR AND GRUB STUMPS ONLY IN AREAS REQUIRED TO INSTALL THE EROSION CONTROL DEVICES. 3. INSTALL SILT FENCE AND STONE OUTLETS AS SHOWN ON THE PLAN IN ACCORDANCE WITH CITY OF WINSTON SALEM STANDARDS AND THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING DESIGN MANUAL. 4. BEGIN DEMOLITION OF EXISTING SITE FEATURES AS SHOWN ON PLAN. 5. ADJUST EROSION AND SEDIMENT CONTROL MEASURES AS NECESSARY FOR PROPER OPERATION. INSTALL ADDITIONAL EROSION CONTROL MEASURES IF DETERMINED NECESSARY BY THE EROSION CONTROL INSPECTOR. 6. STABILIZE DISTURBED AREAS WITH TEMPORARY GRASS SEEDING. 7. ENSURE DRAINAGE PATTERN TO STONE OUTLETS AT ALL TIMES AND ADJUST EROSION AND SEDIMENT GROUND STABILIZATION SITE AREA STABILIZATION STABILIZATION DESCRIPTION TIME FRAME TIME EXCEPTIONS • PERIMETER DIKES, SWALES, DITCHES, 7 DAYS NONE AND SLOPES • HIGH QUALITY WATER (HQW) 7 DAYS NONE ZONES • SLOPES STEEPER IF SLOPES ARE 10' OR LESS IN THAN 3:1 7 DAYS LENGTH AND ARE NOT STEEPER THAN 2:1 14 DAYS ARE ALLOWED • SLOPES 3:1 OR 14 DAYS 7-DAYS FOR SLOPES GREATER FLATTER THAN 50 FEET IN LENGTH • ALL OTHER AREA NONE (EXCEPT FOR PERIMETERS WITH SLOPE 14 DAYS AND HQW ZONES) FLATTER THAN 4:1 C�>� \\\1\\\\\ \11111111 \\ � \ \\ �\ \ \\\\ \ \ \ \\ \\ \ 1 I I 1 11 1 \ \ \ \ I State of North Carolina Pin #\\ I 6837-39-9683 DB 1634 Pg 3341 \ \ \ \ I \ \ \ I SCALE 1 "=20' CONTROL MEASURES AS NECESSARY FOR PROPER OPERATION. U 2O 4O * "EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY 8. DO NOT REMOVE EROSION CONTROL MEASURES UNTIL ALL CONTRIBUTING AREAS HAVE BEEN BASED ON WEATHER OR OTHER SITE -SPECIFIC CONDITIONS THAT MAKE PERMANENTLY STABILIZED. COMPLIANCE IMPRACTICABLE." (SECTION II. B (2)(b)) \\\y \ \\\ \\ 1 2 3 4 5 UNC School of the Arts - Bailey St. Apartments Demolition 227 WEST TRADE STREET SUITE 700 CHARLOTTE, NORTH CAROLINA 28202 TEL. 704.333.6686 FAX 704.333.2926 WWW.LS3P.COM IIiilii \ C SEAL 38573 z-1:rgI v ;C)�'�cX,0 \; A p�, 000000� • TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. VIRGINIA I NORTH CAROLINA I WEST VIRGINIA THIS DRAWING PREPARED AT THE GREENSBORO OFFICE 8642 WEST MARKET STREET, SUITE 136 GREENSBORO, NC 27409 TEL 336.662.0411 FAX 336.662.0420 www.timmons.com NC License No. C-1652 Site Development I Residential I Infrastructure I Technology MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS COPYRIGHT 2020 ALL RIGHTS RESERVED PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM LS3P ASSOCIATES LTD. REVISIONS: No. Description Date 1 Hydrant Relocation 2/28/20 PROJECT: 9202-194110 SCO ID: 19-21045-02A DATE: 01 /20/2020 DRAWN BY: JM CHECKED BY: AC DEMOLITION & EROSION CONTROL PLAN cmi 01 BID DOCUMENTS