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Home My WebLink About20221398 Ver 1_More Info Received_20221101Strickland, Bev From: Turnbull, Robert T <Robert.Turnbull@terracon.com> Sent: Tuesday, November 1, 2022 9:44 AM To: Johnson, Alan D Cc: Scheller, Roberto; Pitner, Andrew Subject: [External] RE: Sherwin williams DWR 22-1398 Attachments: NCA220010 - OVERALL SITE PLAN.pdf; NCA220010 - GRADING PLAN.pdf CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to Report Spam. Hi Alan, Please see attached Sherwin Williams Site (DWR 22-1398) overall site plan and grading plan for the sediment pond on the east side of the property. Please let me know if you have any additional comments. Thanks, Robert Robert T. Turnbull Department Manager I Natural Resources 2401 Brentwood Road, Suite 107 I Raleigh, NC 27604 D (919) 617-9153 10 (919) 873-2211 I M (919) 819-1846 robert.turnbull@terracon.com I Terracon.com NMI VP ® O CI From: Johnson, Alan D <alan.johnson@ncdenr.gov> Sent: Friday, October 28, 2022 11:38 AM To: Turnbull, Robert T <Robert.Turnbull@terracon.com> Cc: Scheller, Roberto <roberto.scheller@ncdenr.gov>; Pitner, Andrew <andrew.pitner@ncdenr.gov> Subject: Sherwin williams DWR 22-1398 Can we get an overall view of the site plan. I assume SW outfalls and BMPs are required? Terracon provides environmental, facilities, geotechnical, and materials consulting engineering services delivered with responsiveness, resourcefulness, and reliability. Private and confidential as detailed here (www.terracon.com/disclaimer). If you cannot access the hyperlink, please e-mail sender. 1 - / C 30F i p T ��—— — — — — — — — — — -------- OI UUI ■ LOD LOD -CONCRETE PROP. / o COVERED UNLOADING AREA ■ PROP. STORAGE AREA " 8 L-dti� E r� O N ASPHALT / r �� T EX. ROAD CEVTERL PROP. RAIL SPUR (DESIGN \ EX. EDGE OF PA V1T / / BY CROUCH ENGINEERING) / L (SEE NOTE 1) u / S/DE TRACK OR�UE V CAL / Eiiivl l TRUCK W/ REAL/CNMENT SEE E 1AY� / / / / o �R TI IRn1 DATW If / If EMPLOYEE ENTRANCE IL LOD LOD / III L� P/ RbP.20'DRIVEWgyEASE IA. P/N 475.3481 083.000 ' I V EryT I OB I O 404, PG 518 I I �00 / / �� EXISTING' OR/VEdYAY FOR �� I L L.A. DEAL PROPER7Y i (SEE NOTE 3J 01, /C-302 GENERAL NOTES: 1. THE NEW RAIL SPUR, RAILROAD UNLOADING BUILDING, AND SIDE TRACK DRIVE VERTICAL REALIGNMENT DESIGN ARE PROPOSED UNDER A SEPARATE SITE PLAN PREPARED BY CROUCH ENGINEERING. THIS PLAN WILL BE REVIEWED, APPROVED, AND PERMITTED SEPARATELY. 2. THE EXISTING DRIVEWAY FOR THE L.A. DEAL PROPERTY SHALL REMAIN ACCESSIBLE AT ALL TIMES DURING THE CONSTRUCTION PROCESS. 3. CURRENT EXISTING DRIVEWAY FOR THE SITE IS TO BE GATED AND USED FOR EMERGENCY ACCESS ONLY. 4. AMENITY AREA SHALL BE IMPROVED WITH SIDEWALKS, LANDSCAPING, AND SEATING AREAS. 5. APPROPRIATE SIGNS SHALL BE INSTALLED AT ALL TRUCK AND GUEST ENTRANCES. 6. THE TRUCK ENTRANCE AND GUEST ENTRANCE SHALL BE FENCED AND GATED. SITE PLAN LEGEND SITE HATCH TYPICAL NOTE TEXT CONCRETE PAVEMENT " CONCRETE WALK HEAVY DUTY CONCRETE GEOGRID PAVEMENT STANDARD PAVEMENT HEAVY DUTY PAVEMENT N N N N I C-304 �__- _-_-__ _____, -- -- --- ------ ----- ------ �� PROP. WAREHOUSE EXPANSION ■ ■ PROROFFICE PROP. EXPANSION WAREHOUSE ±20,975 SF EXPANSION FFE = 886.90 ±21,910 SF LOBBY FFE _ FFE = 886.90 874.90 EX. DROP INLET PROP. HEAVY—\R/M 880.67 (TBR) DUTY CONCRETE � I O J o ,%\ 0// �, I �! CONCR901 ETE 0 \� 90' S EAM SETBACK �\ 25 INTERMITTENT STREAM �� \ \LOD LOD LOD 1-5 (317 LFJ i v � Ell STREAM�� B , 25' POST CONSTRUCT/ON / STREAM BUFFER STREAM SETBACK 0 0 BLOWER PAD PROP. HEAVY DUTY PAVEMENT LOD= PROP. STANDARD HONEY BADGER NC, LP _ — _ _ OD PAVEMENT P/N 475,3496149. 000 OB 2623, PG 2195 _ — 1 1 1 II o I' I' HONEY BADGER NC, LP I I I LAND USE AND ZONING INFORMATION APPLICANT: SHERWIN-WILLIAMS 10710 SIKES PLACE, SUITE 200 CHARLOTTE, INC 28277 OWNER: SHERWIN-WILLIAMS CONTACT: TONY CHAFFIN PARCEL IDENTIFICATION NUMBERS: 4753384644.000, 4753493585.000 ZONING: HI (HEAVY INDUSTRIAL) EXISTING USE: WAREHOUSE/INDUSTRIAL AND SINGLE-FAMILY RESIDENTIAL PROPOSED USE: WAREHOUSE/INDUSTRIAL EXISTING BUA: 11.68% PROPOSED BUA: 15.18% TOTAL BUA: 26.86% SITE AREA: 67.14 AC WATERSHED OVERLAY: NOT IN CRITICAL WATERSHED POST CONST. DISTRICT: SITE DATA TOTAL AREA: ± 67.14 AC EXISTING BUA ± 341,568 SF / 7.841 AC PROPOSED BUA ± 443,906 SF / 10.191 AC TOTAL BUA ± 785,474 SF / 18.032 AC WAREHOUSE / OFFICE BUILDING EXISTING: ±205,670 SF PROPOSED: ±56,935 SF TOTAL: ±262,605 SF REQUIRED PARKING 176 SPACES (1.0 / 1,500 SF) PROVIDED PARKING FOR OFFICE BUILDING 176 SPACES MAX BUILDING HEIGHT MAX 80' SETBACKS/BUFFERS PERIMETER BUILDING SETBACKS FRONT SETBACK: 30' SIDE SETBACK: 8' REAR SETBACK: 20' PERIMETER BUFFERSIYARDS 20' TYPE D O P11V 4753486149.000 I �00\ OB 2623, PG 2185 I I �o 0 � I I CLOD_ 1' I' I' I' I r �l II I' I II 1' I' I� I e �I 1 � ICI 1 Ill I' 1' II II �, II II 1 I I NEA,0&ATER FORESTED WETLAND 9// (0 00,- AC) I� IWAARSEN LAND MANAGEMENT, LL C P/N 4753581659.000 I �� OB /780, PG 8 / / I / I I \� INTERMITTENT STREAM / / / I T1 (445 — � ` I � I 10 \ 5 \ PURDUE REAL ESTATE HOL 191N65, INC O��Fo P/N 4753.380665.000 OB /307, PG 691 — — — I � � 4- RENNIAZ STREAM \ T2 (2, 021 If) I \ \ EX. STREAM TOP OF BANK z I 19 PO T C STRUCT/ON �/ ST AM BUFFER / z I if 10 �J, r� I� I \ INTERMITTENT STREAM PERENN/AL STREAM I 14 (228 IF� I �o EA D BUFFER � _ NK 57A7E5l7/LLE PROPERTY, LL C P/N 475490664 /. 000 30' REAM SETBACK \ \ DB 1795, PG 467 25' POST CONSTRUCT/ON STREAM BUFFER �� o �m I / PROP. WET POND SEDIMENT I PERM. POOL EL: 835.50 — — I I 1 — — 1 FOREBAY I Nii 5TATES I7/LLE — — / I PROPERTY, LL C / I P/N 4754409627 000 / DB 17.35, PG 467 � O / � � I II PERENN/AL STREAM 72 �� I I I \ II� I� I 1 )D—LOD`LOD��'00 I 1 I-" �I C-303 II I II / � 1 / /REDELL COUNTY — — / P/N 4754509274.000 / DB / /33 PG 1274 i / FA NAD83 vJ CRCVN 0 S m 100 50 25 0 100 1 "= 100' 2 J J a c) 0 W W Z r' W I[= W J_ 0 moo U Z W w LU U) Z F- Q� LU ZLLU W U wCD2E of 0 O Z W W 0 5 W Z}O�LU D�cn F- LuQ= wZ >zUwUnO ZU)Is IsLLLIaZF_ OZW< —O a WZU)0Z �J F- U W I— U) REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 1 10/07/22 1st SUB REVIEW RSW DRH Know what's below. Call before you dig. ALWAYS CALL 811 It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: NCA220010 DRAWN BY: PJD / RSW CHECKED BY: MBA/DRH DATE: 09/22/2022 CAD I.D.: SITE - 1 PROJECT: SITE PLAN FOR - 6, SHERWIN WILLIAMS SIDETRACKED INDUSTRIAL 188 SIDE TRACK DRIVE IREDELL COUNTY STATESVILLE, NC 28625 BOHLERI BOHLER ENGINEERING NC, PLLC NCBELS P-1132 1927 S. TRYON STREET, SUITE 310 CHARLOTTE, NC 28203 Phone: (980) 272-3400 Fax: (980) 272-3401 NC@BohlerEng.com 1111 CAR �oooFEss/o° Q��oo oo SEAL oo o 05394o. _ oo \ ;�ST°°'t'G°°° ° P\; SHEET TITLE: OVERALL SITE PLAN SHEET NUMBER: C-301 REVISION 1 - 10/07/2022 0 0 N U Z H Z w Z) U O 0 \ \ TW873.09 / ------ /NTERM/ITEN�37iPEMl BW 861.25 H _ _ TJ (1,189- - 6 _ l l / / PERENNb4L STREAM K / I A . r �8 4 T4 (228 LF� 1AMMMMW/V0 - - LOD�LOD� O LFji----- \ 31v --- aa ° — - --------------------- - \ I TIN 842.00 TIN 863.88 1 ; U a _ ---- -_ , % / - _ BW 832.98 TW 859.46 _ \\' \\ S 1 �T ------_—_—_ ---- ' 96" RCP _ \ -- I I - N.m W �J/ w N. 8 , // i / i� i� �� ♦ ♦ ` ` !��—=y —------------- �� II�`' I -�-Y� \ \ W O LU ---- �� / i�1 ♦ _ _ BW 830.26 STM ---- - _ _ tin HW-2 fj28 \\\ / �' 1 � �_ � \` '`, � W � � � o w W U CW) _ TW 840.00 \ - - - - - _--------- \ \ 1 Z Z W W w N HW 1 H ` VJ --- '--- TW 8 4 \\ Wu \ _ y, H 0 \ --- - _ — MATCH ` 89 / / 1 I --- '��. ----MEOW / \ HI _ / �� Z J i Z U W (� h w s mw --- �i ---_ BW 844.82 J ----------- 8 ----- \ \ ` , _ ♦\ \� \`�� _- \ \ ♦� \ (n Q Q Z Q o — �.-- ``� \\ LU W OU Q Z � ------ o - \ ,la \� \ /-------------- Z Q U w>� \ / \ / 6 _ H ----- - - ----- O BW 845.01 ------ ` a Q \ 8S8 25 POST CONSTRUCTION �s TW 862.30 - \ '�- --- -- \ �` \ Z ; LL J = o ' 86 STREAM BUFFER BW 848 6 8¢2- - IP - r �- \ \\ w .05 � \ PR � W _ -___ \ ` ` \ O p �(TY\ �t-'`� \ 'l� \ \ ---- , U w H `` ``` \`\- ` Lu LU STM _ -- ---_ `. ` \ �` _ S ` .�E!$A -- � -`. `. � �` � � \• � o .ems��007— \ ----_ -- - \ `� �� \ J U) <o PROP. kETAINING WALL' _ H BW 853.19 - ��007 -_--- '-a `. \ `. ♦�� \ \� O .0 8j�? TW _ O _ - -- 2,�;Pl25'T `6>7C�7RUCIXJN. \ m < 4 --- 8�6 - - - - - - ------ --- - ----- ---- - - LL ' ---- - ,� ----- "- - O - - c>10 > 0•it PROP. 40' SPILLWAY'`. REVISIONS CREST EL: 843.00 REV DATE COMMENT Dw,wNBY CHECKED BY 1 10/07/22 1st SUB REVIEW RSW DRH STM ./--'------ -\\` \`\ ` `♦ \\ ` \\ ', \ LU LU N. N.N. w\ \ \ `- ` ��•'�-\"\` "\ `---------- - STM ---------------- �� \ ------------ _ - r------------------ '' ---------------"-' ` vv `� dui I i `\ 1 1 \ ' i co 1 I Know what's below. `\ �\ 'I _\(/�� /�� A-21 868 o \ ♦ ��6' \`\ ' \I\ `, '� l '� i 1 ao �', j 'i i i Call before you dig. ALWAYS CALL 811 \ --1 0dN It's fast. It's free. It's the law. ', TW 8' / M O \ � I I / I� / / / I , I ^� ' , I I I 'ty 91.37 5® \\ BW TW 892.00 BW 882.90 TW 890.00 Oq BW 885.46 l`` / \ 1 PROP. WET POND cP�� BW 882.53 STM I PERM. POOL EL: 835.50 NOT APPROVED R - - TW 2 A-10 SEDIMENT CONSTRUCTION 884.20 STM 30" RCP \ FOREBAY `\ i i i / ` ` i i ' I ' i i I ' v STM TIN 884.00 ' A-20 THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. `♦ ..h \ LyJ ---_ O � � ---_-_ \ ' ' 1 I I 1 I 1 `\ `\ I � I 1 � � I I ' % I 1 RI R . PROJECT No • NCA220010 30 ----- - _ DRAWN BY: PJD / RSW HDPE �tbL - - i i i I i ' i i i I/ i f / ♦\ - - - 3� N / / / / / D—LOD— I CHECKED BY: MBA / DRH - tS0 \ I , J /, I / 1 DATE: 09/22/2022 LOD l I / l CAD LD.: GRAD - 1 1 \` ♦♦ OD � � \ STM �'�� ------------- - ' i I i i f , O i I 1 / i , / i / / l , , \ D d PROJECT: / ♦\\ � _- --- 4' A-30 Sl2 '' _-- --- ` I / I / i / l � I i � i i i i l l i / ' / i i ' \ LOD aT4 - - �LOD�LOD��LOD -_ /' $ ------ -- ^� o _� � ♦ \ � � i , / / /i �, � i , ' / i i % � ,/ / i / ' � %i // %' /i � /' ; SITE PLAN PROP. 15' SPILLWAY' ' / 'CREST EL: 836.00 ``'- - ''" ♦ `\ \ � / ; l I ; ; ; / , , . / / : % / I / I I I '" FOR 06 ---_ `\\\ ♦`\` a i i i i' i' �� ; / % ----------- _ \\ ♦ A j i j i i i I' i // i /// i / / i, / i, ' , �' i' / it 'i ' SHERW IN WILLIAMS ♦ \ O , I I O / / / / / \ I 1 1 SIDETRACKED INDUSTRIAL 00 I I I \ I \ N I I / / , / / , ♦ ♦ \ \ 1 1 1 � \ \ \\ O I I 1 I I I I \ \ 11 rt I I I � I /' �/ , �/ / / ♦ \ \ \ \1, 1 `� \\ I � � � `, `\ 1 �- I � / I `♦� •♦ `�♦ \� \, ,, 188 SIDE TRACK DRIVE o 1 I I IREDELL COUNTY °° f I I co 1 ' � STATESVILLE, NC 28625 \ III \ V I ; ; ; ; \ ' '' ' \ ' ` ' ` \ ` \ '\ ' '♦ '\ \'♦ ' \ ` \'; 1 ' ' WLCI N. I •, II I o 1 � , , , , �\ . \ \ \ \ ♦ ♦ . , , I 1 I I I � \ \ ' aBOHLER1 HONEY BADGER NC LP \ I \ 1 1 I I 1 PIN 4753486149.000 \ `tea o I 11 I 1 I \\ I OB 2623, PG 2185 i I ,I li i \\ `\ \\ `` \\ \\ \ \ `\ `\ `,I 1 I I 1 BOHLER ENGINEERING NC, PLLC O 1 1 I 1 \ \ \ \ \ 1 I NCBELS P-1132 11 '\ \ \ \ \\\ \ \ \ \ \\ \\ `\I / , , I I I , \ I 1 I I 7 S. EET, SUITE 310 CHARLOTTE' NC 28203 � � � , , Phone: (980) 272-3400 o ` ` ` ' Fax: (980) 272-3401 �, \ 1 it NC@BohlerEng.com aa I ' I o '` '` 1 1 1 `,` `,1 �t '1 1 1 \ \ \ 11 I I I I 1 / / / I 1 1 1 \` '// 11` \I ,1 ,I ,1 11 ;I \ ,, \N °CAM° ,\ ,\ \ '1 , `I 11 I 11 ' \O'\\ '°C S`S+'/°oO //// i -----------------------978E0Q ' 1�O ` ' Q ` °° - %� ° SEAL _ 40� ' ' ' ' ' '' I ''' '� ` 11 I '' ''� ' ' I = ° 05394 o o o. o U CLOD ', I I i :� . °°o CLOD ( I ST°°°/°°°°°° P e' `\'�D/26/22 /IIIIIII`\\ -------- i _LOD - ,----------------- —`LOD i �LqD I �p0 i / / / i i i SHEET TITLE: LOD� NAD83 n' ' ' ' ' GRADING "- PLAN SHEET NUMBER: -- ----------. , , C-403 �5Q a �; ' , 40 20 10 0 40 ' REVISION 1 - 10/07/2022