Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
NCC241228_Site Plan or Location Map_20240422
KEY NOTES KEY NOTES STAGE 1 CONSTRUCTION SEQUENCE STAGE 1 CONSTRUCTION SEQUENCE OA NEW TEMPORARY CONSTRUCTION ENTRANCE/EXIT. OM NEW TEMPORARY ON-SITE CONCRETE WASHOUT STRUCTURE WITH LINER. PROPERTY 1.OBTAIN GRADING/EROSION CONTROL PERMIT AND PLAN APPROVAL FROM THE CITY OF 8.REMOVE AND/OR MOW VEGETATION IN EXISTING DIVERSION BERMS,EXISTING SKIMMER PARCEL ID NUMBER:YINFORMATION:T ¢9 09 PROVIDE CLEARLY MARKED SIGNAGE NOTING DEVICE LOCATION. WINSTON-SALEM'S INSPECTIONS DIVISION. SEDIMENT BASINS AND AROUND EXISTING SEDIMENT FENCE TO ALLOW INSPECTION.ENSURE ZONING:RS-9 p 1, CD r O NEW TEMPORARY SEDIMENT FENCE. FUNCTIONALITY OF EXISTING MEASURES PRIOR TO ANY LAND DISTURBANCE. ACREAGE:22.88 Bao: V AU e, ON NEW TEMPORARY EMERGENCY SPILLWAY. 2. CONTRACTOR IS REQUIRED TO FILL OUT AND SUBMIT AN ELECTRONIC NOTICE OF INTENT(A-NO') e9 0 4 W Z CC NEW TEMPORARY SEDIMENT FENCE WITH STONE STABILIZATION. FORM.ALL CONTRUCTION ACTIVITIES ARE REQUIRED TO FOLLOW THE NEW NCGO1 PERMIT. 9.REBUILD AND RAISE THE LOWER SIDE DAM OF SKIMMER SEDIMENT BASIN#1 TO ELEVATIONS AS 44H L• O NEW TEMPORARY"SILT SACK"INSTALLED INSIDE OF EXISTING SHOWN.INSTALL THE OUTLET STRUCTURE,OUTLET BARREL AND ENDWALL AS PART OF THIS 4 d' PROPERTY ASSOCIATE LLC ER: O D NEW/EXISTING TEMPORARY DIVERSION BERM.CUT AND REMOVE EXISTING STRUCTURE. 0 O 3.CONTACTCE EROSIONNDAN INSPELTIONEC HE L ESTABLISH A MANDATORY PRECONSTRUCTION WORK.COORDINATETURE,WITH ELAND DAM R MANAGEMENT PLANS FOR ADDITIONAL DETAILS ON THE LR PINEIRIDGEENSASSOCIATES II,0 LLC VEGETATION AND/OR MOW SO THAT BERM CAN BE INSPECTED FOR FUNCTIONALITY CONFERENCE AND INSPECTION SCHEDULE. OUTLET STRUCTURE,BARREL AND DAM REQUIREMENTS. 4905 DICKENS ROAD,SUITE 201 N Q AND STABILITY.ENSURE DRAINAGE IS DIVERTED AS INTENDED.MODIFY AND e EXISTING SEDIMENT FENCE.CUT AND REMOVE EXISTING VEGETATION RICHMOND,VA.23230 Roo,. DON' — Z U E RECONSTRUCT BERM AS REQUIRED. AND/OR MOW SO THAT SEDIMENT FENCE CAN BE INSPECTED FOR 4. THE CONTRACTOR SHALL CONDUCT SELF-INSPECTIONS OF THE EROSION AND SEDIMENT 10.BEGIN INSTALLATION OF ADDITIONAL EROSION CONTROL MEASURES.INSTALL EROSION PHONE:(804)358-5768 . GMAT.? I ❑I- 8 FUNCTIONALITY AND STABILITY.MODIFY AND RE-INSTALL SEDIMENT CONTROL MEASURES AND COMPLETE THE FOLLOWING COMBINED SELF-INSPECTION FORM CONTROL MEASURES AS FOLLOWS: CONTACT:DENISE WHITEHURST MOUNTAIN I9 C Q K OE NEW CONCRETE FLARED END SECTION.NCDOT STANDARD 310.01. FENCE AS REQUIRED. FOUND ON THE DEMLR WEBSITE: A. TEMPORARY DIVERSION BERMS. email:dense_wnitenursegkeystone.build 2 sin U 7 4 CD.CD Z N (hHp://tleq.nc.gov/ebGoXdivisionslenergy-mineral-lantl-reso rcoA/erosion-sediment-control/1olms).COMPLETE B. TEMPORARY SEDIMENT FENCE. GM.. '''V'cr (/) Z J oa e OF NEW PIPE OUTLET STABILIZATION.SEE DETAIL SHEET C7.2 FOR DIMENSIONS. O NEW OUTLET STRUCTURE AND OUTLET BARREL.REFER TO BWM SHEETS INSPECTIONS FORMS SHALL BE KEPT ON-SITE AND AVAILABLE FOR INSPECTION AT ALL TIMES.IT C. TEMPORARY SLOPE DRAINS. SITE J II FOR DETAILS.THE TOP OF THE OUTLET STRUCTURE SHALL SERVE AS THE IS RECOMMENDED THAT A COPY BE KEPT IN A PERMITS BOX.SELF-INSPECTIONS FOR STABILITY D. TEMPORARY COIR BAFFLES. ENGINEER: `. a) W J n G d OC NEW ROCK PIPE INLET PROTECTION. EMERGENCY SPILLWAY.SEE SKIMMER CALCULATIONS ON SHEET C2.2. AND FUNCTION OF EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE PERFORMED ALLIED DESIGN,INC. t o W N a,“..' 4720 KETTER MILL ROAD AT LEAST ON THAN EVERY SEVEN ANYYLENDE DAYS AND SHALL N 24 HOU IMMEDIATELYM AY TO FAA EVENT 11.SEED EMBANKMENTS OF BASINS AND BERMS. - O EXISTING SKIMMER SEDIMENT BASIN.CUT AND REMOVE EXISTING VEGETATION OR NEW TEMPORARY SKIMMER DEVICE TO BE TIED TO OUTLET STRUCTURE. WINSTON-SALEM,N.C.27103 U ~Z M m OF GREATER 0.5 INCH. NEEDED REPAIRS BE MADE TO MAINTAIN Z N AND/OR MOW SO THAT BASIN CAN BE INSPECTED FOR FUNCTIONALITY AND MEASURES AS DESIGNED.ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE 12.SEED/STABILIZE DISTURBED AREAS IMMEDIATELY AFTER GRADES HAVE BEEN ACHIEVED. PHONE:(33fi)]65-23]] "' 0ee Iv W Y Or d v STABILITY.ENSURE BASIN OPERATES AS INTENDED AND HAS APPROPRIATE O EXISTING SEDIMENT FENCE TO BE REMOVED. CONTACT:STEVE M.CAUSER,P.E. ,„/ J N c MAINTAINED AS SPECIFIED IN THE CONSTRUCTION DETAILS ON THIS PLAN.A RAIN GAUGE SHALL TEMPORARY VEGETATIVE COVER SHALL BE PROVIDED WITHIN 7 DAYS ON PERIMETER AREAS ANDTiT _ .. SKIMMER DEVICE AND CORE BAFFLES.MODIFY AND RECONSTRUCT BASIN AS BE INSTALLED AT THE PROJECT SITE FOR MONITORING. SLOPES GREATER THAN 3:1.TEMPORARY VEGETATIVE COVER SHALL BE PROVIDED WITHIN 14 email:scausey(]alliedengsurv.com j n Z o x Q U a a LL t REQUIRED. 0NEW REINFORCED CONCRETE ENDWALL WITH MODIFIED WINGS.NCDOT DAYS ON ALL OTHER AREAS.PERMANENT GROUNDCOVER SHALL BE ESTABLISHED IN 15 STANDARD 838.01. 5.A COPY OF THE EROSION AND SEDIMENT CONTROL PERMIT,A HARD COPY OF THE PLAN,AND ALL WORKING DAYS OR 90 CALENDAR DAYS,WHICHEVER IS SHORTER.HOWEVER,NPDES // OI NEW TEMPORARY COIR,JUTE,OR BURLAP BAFFLES. SELF-INSPECTION RECORDS MUST BE KEPT ON-SITE,PREFERABLY IN A PERMITS BOX,AND GROUNDCOVER REQUIREMENTS TAKE PRECEDENCE. O NEW 10'LONG STRAW WATTLE CHECK DAM INSTALLED EVERY 100'ALONG ACCESSIBLE AT ALL TIMES FOR INSPECTION. -C O NEW TEMPORARY SKIMMER DEVICE. THE DIVERSION BERM. 13.CONTINUE TO MAINTAIN EROSION CONTROL MEASURES UNTIL VEGETATIVE COVER HAS BEEN 6. INSTALL BOTH OF THE CONSTRUCTION ENTRANCES AND SEDIMENT FENCE ALONG EDGE. ESTABLISHED OVER ALL DISTURBED AREAS AND SITE HAS BEEN STABILIZED.REMOVE EROSION e NEW TEMPORARY 10'x10'MINIMUM CLASS"B"RIP RAP OUTLET STABILIZATION PAD. O NEW BRICK OR CONCRETE DROP INLET.NCDOT STANDARD 840.14 OR INSTALL THE 300 SERIES STORM DRAINAGE PIPING UNDER THE CONSTRUCTION ENTRANCE OFF CONTROL MEASURES ONLY AFTER FINAL INSPECTION AND APPROVAL BY INSPECTOR. VICINITY MAP 840.15 WITH U.S.FOUNDRY 4139 FRAME AND 6429 GRATE. KETNER FARM ROAD. O NEW TEMPORARY 18"CPP SLOPE DRAIN.SLOPE DRAINS SHALL BE INSTALLED/ NOT TO SCALE FIRM LICENSE C-1891 RE-INSTALLED ON SLOPES AT 8 FT INTERVALS MEASURED VERTICALLY. OW NEW WIRE AND STONE INLET FILTER. 7.BEGIN CLEARING AND GRUBBING JUST ENOUGH TO ALLOW FOR INSTALLATION OF THE INITIAL EROSION CONTROL MEASURES.STOCKPILE TOPSOIL ON-SITE WITHIN AREAS PROTECTED BY \ 6 ////, EXISTING TREESNEGETATION TO BE REMOVED TO LIMITS OF NEW EROSION CONTROL MEASURES FOR LATER DISTRIBUTION. MAY BE R.EXISTING TREE TO BE REMOVED TO THE STUMP.NO STUMPS UNTIL THE EROSION CONTROL MEASURES HAVE BEEN sass I ROVED BY EROSION CONTROLINSPECTOR. ' \\ 1 1 : I I / I I BUFFER NOTES =O- S/ ' �}VVV. /// MAY BE REMOVED --- }�`_`� / / / INSTALLEOANDAPP \ tr 1 vv $' A/ I I I --��'/ 1 I I I I / I I I I �I e� �.: 1 1 ��O //J 1 ,__ _ I I I I 1 NEW STORM DRAINAGE CB#108, 1.THE 30'NO FILL BUFFER ALONG THE AL /a�� FEs#boo // / I / Control corner CB#109,YI#106,YI#107,YI#114,YI STREAM SHALL BE FLAGGED IN THE 197 J, IIr'O " / '\ INVouT984.5 0�'p� / / / I1 / 1GRYIAL HIATT i / -_ -_ '/%/ asas,' ., NC Grid(TAD 83) \ #118 AND YI#201 EXCEED THE p�9tl+:' 73 1s'RCP aQ 1.22% J // I LI$A B ONOMAN(Y // // ,,6 , r N'=-965,]17.59 \ FIELD PRIOR TO CONSTRUCTION. /) DI#301 �• //` �o,l / I D:as61 PG,1sas. \ 11:6:: 9,a/ E 14,316.90' \ NCDOT STANDARD DEPTH. 2.THE PERIMETER NO-FILL BUFFER Sj;•.. di;4, TOPDI e302 \ _ ,1% \ 1 \ / , „1' I �\ // omti ned Fee 9997572 PRE-CAST CONCRETE SUPPLIER .t��I mo'S s / 1 'X"I': r•1 \ I I , ` "'•�k M.(,O„,'. INV IN:985.14 1 % ,pr. TOPROVIDESTRUCTURALDESIGN SHALLBEFLAGGEDINTHEF ELDALONG/ v vv / ANVPROPERTYLINEWHEREIFILLIS ItI0 ,� _ 1 � 1v ll FORSTEEEEDING I EHI I I •v �1� __ , BUFFER ILL PIL TO EHALFTHE _ / / / i / / Il1 ' �`rl 1I 1 1 I 1 \ \ I / / / / / /1 I / 1 .. \_.A/ V / , , , / / •�, __- _ ®i �ry�® O LDURBE!�!G _/ / / /,.a \ 1 \\ \\ 1 \ \ \ 3 �� / /� / / // / g®/f y- I �r�.� 1 / / / / LLr 1 k T♦ \t`�B�IST /ms / / / / / I / 11 -- _ice ' , �m ot '#' 10. 44,Or I �// /// / / / / ,, \ 11 I I 4 OLTMITS \\ :s1`� ,,, / , / /�/ / l / / _ / / (� JOHN R 80DENHAM a / / / \ / JAPE B 80DENHAFIER o �� © / A. I / / � �,, / / \ �\ s / m I l / l I \ -©n 2092 PG 132] // U �m4 O j / \ :010,0 \ \ �., 1 \ , I I Iv \ / / / adI \ \\\ �� -�TfZ(PIN8910d58646' i NJQ v '� �= I v 3� w -�� v .,e / '/ I v v w v v ♦ — _ EXISTING.' // li / 0 Z O 1 / / / 1 \ \ W J1 I~1. / •1 \ \ ,� .� e>.'/ T� /� / / / \ \ ` \\ -- SKIMMER - 1 (A I \ w�• i 1\\ 1 \\\ \ L , / / / , 1 1 1 \\\\ _ i / / APPROXIMATE Ci �1010 i— WET ANDS PER • �v ��/=_ v v 11 1 / i 11 vv v r— �— ,�� SEDIMENT / /// Q H W Q ae.1� �Ie4 —I—_ .y_;� I�, v v -��P`� vA 1 1 v v ��� �� , / / / 1 A_ ' BASIN#2 Z Q U DISTURBED LIMITS /.s/. I 1 w181 _�/B 5 \\\\\ I I \ \ \ \ \� ` / / / I/ I 1 l / FLAGS SET BN v�' r0,41,1 �7' / I „ :vwv v v vv� 1 v �v v v v /, w/ SI / ) 1 \ \ \ 1\ \ / 1 U / CONSULTANT IZ U _ _ / II1 /� I///,/ ws/� 111 j1 1 \1 \ \ \ \ \ 1 \ _ II - M/T ALISON PECHIN NORTHLP 11QII1 \9°. I \ 1 e�� // \ IIII II III II 1\\\\ \ \ 1 1 \ / JOIN' ///' / /// / / I I / ,�, _:-� / / ROBERTANDREWDEANS I ZI \ \ I I I I!II \,/ 1 I \ ����\J��' \ \ / / 'D63672,PG.504/ W (nO \r I, / \ 1 I 1 - I IIII /I \ \ - \ 1 1 / / / 7'/ �a / / "-`� .TAX PIN 6910-55-8 62 /11 Q Q Z /1. / ` / 1111 m4 III 1 n \ / O r 8 V F w �.I 1 I 1 1 I \ 1 1 1 11 I s //IIIIIII I I III \ "°'���__ �` \ I I I I \ // /// / / // / /� /.� nN 3/PRIVATE C RAINAGE` 1 0 Z J 1 I \ I 1 1 / / 1 1 _/ , II II II I\ ��\ I 1 \ / / /'\. / i6 sc I // / � 1 1 ` ' /-1 1\1 Illlll`--_f II IIII \\ I I I / // / �% // / A SEMENT'Ai RER Q 1 I v I v v v v I l i IIII / 4 II II 1 �`� -/�/ I 1 / / / D7yp / , /mi/ �A _ \ '/ I l I I 1 \\\ / l l / // 691,PG.64 O yate ,- 1 / 1 v v v 11 ��/ / II IIhIIII /I I4v ��„ /// // / v / � / l / / rp8 ‘, ���►.�. � -1- E S .3¢Q,o / A 1 / / ,�IIII11 1111// lI 1 11 Av / / ( / / // ,/ '' 9F. /�i'-/ 7/� XCE _ J U3a •1 / / 1 I I \ eM.41\ I I 1 I I I // q„ /' I IIII IIIIII, /III IIIIIII II Ill \ /// �' 'i'/'i ' I \\ /// / / /III//1-� <>M' �( / �, \ / (45 5'INSIDE DIM) W W M Q 1 1 1 1 1 in II_ I /rrrll I II 1�� / I /D �/. /.777 tea, Z r` I I 1 1 1 \ l - / / III I Pit I I 1 S\ "IV © TO 921.81' ZI- / \ \ \ 1 °S7' Ili I I \ / 1 _ I // /pznzI,.� \ I 1 i i ` \ I 1 \ 1 \ /IIIIII /I//Illlll e,41 I1j1II I ' / / I / l1I 11/ ///\�- / r,/ IN 91624 / ^ s- 70,i_ -• / -_ I I \ \ \ \ II II III I1 \ 1 / l I \ , / I l I I 1/ / 906/9]' / V IN 914 15 I..L/ IIII IIIIIII l IIIIII \\1 1 111 { ( /esz. / / / /I /\�� _ // / t(A INV IN-9116.06 EX 4B�- TO=92]53' / J,+ ysr/ I \ \\\:,\:\‘‘12,,,,::,,,,,:',..._ \ \ \ -��� ss4�I II (IIII III l 1 1j1I \\ \\1 \ \\ \ -.sa �- / / 1 / 1 I1 / / 1�I I 11\ / \\ \ I / ' INVIN 9f16.30�/ / I1 II\�w III! Il ` \ \\ 1 \ / I %fe l \ 1 _ I I \ \ \ / III �� _1 I I I I I \ \ / l I 1\� /// '+� i/ INVOUT-906.30' INV UT=921.38'p¢ �/ 9 , v4..1 , I 1 1III I II I Ill \\ \ \\ / / / 1I III I __ /// �' ,a-�i� MH8 1 E.- I I 1 1 \, II\ IIII 11110 II�111/ 11 \\\\� � _ �_ - - , II 1 ' // ' O �l�� __ liRIM 92103 L'4,� 9/ / 1 \ \ 1 III I a 1 I l\sze:\\ \\ \ \ _ - / I I I I -- �'� 10'11TILITY BASEIVENT I \ 1 \ / I l \ \ \\\ '�/ // / I / i. CL NV 9 40 i/ / ,, \ \\ II IIII I 1 \ \ \\ \ l I 1 I '/ �� A RS PER PB 51 PG.84 \ I II II I 1 \ \ \ \ / 1 I �` w U' / 9/� 1 \ I I I 1 1 I`\ \ \ \\ \ , 7:://:::://,,,,,,,,z;:i.,/i, _ I i RCP/ /`Lam / I1 \ I I \ / II I \ \ \\ \ \ / /// � Q FRCPwee / / \ \\ \ \ Illll IIIII /I1 \ \\\ \ \ \ // _�iThi' T*' f�' W,T c1 m�� 01-, 1, sa4e ,/ / I / I1 96ss111 1 111\� IlIlll1IsillI \ \ \\\\\\ \ \ \ ' � '///�/ /// / � ' � St� �� II atNalma. 1 I II II !\I1 �- IIIIII \\1411, 11 \ \ \I\ \\ \ // / / G 8"DI�� II ('� 2i N N }} P'iFa 8 ROaCJ 0o I I . �111 I 1 1 1/!1 �v v vv vv V v_ / / / /9�� I / �/"/ s�: V'i ,BMOUflt8lf). / / I I I I I I lA l M \ 1 / l I I I I I I I I ,,,-,,,\-„-_________.„,,,,,111 I l / II' \ \ \ \\ \ \ \ \ / // ��///j �/ / / I L 0/• v row1 / /� / I l 1 I I 11I1 IIIII 6, v vv ,v v v A fir+ v /� //' l h`� ubIIc60°R/W) \\I / / / / I I 1 11 I I \ \ \ \ �-�`\ / �'i�/��'���/,'j� Y / •r- ' I 10'UTILITY EASE T _._ / 1 7/�-/- // / / / I 1 I I I ' �1111 ;III"'IIII III A `�1 ' V A V A . / // i ,%� , / �\ '"1 / I / \ // 111 II \ \ we�/,///// 0 _ 1 AS PER PB 51 PG 64 EX MHS / / / / / / / / 1 \ 1 1 ?\ \ \ - / / �j / RIM=926A1' \ 9 / / / / / / I / II III;II /// \\ \ \\ x _ / ♦ / ' EX Ce EX MHS // 1 / / O Y I " / l l I l , 0 \, 1 /r \Y'(s \ \ \ \ J /////�///,/ I / , 1 CL INW917.2Q' 1v.\ / tto/ / / / / / / , / / / ���_/ -s \ \\ 11'/ \\ \\ \\ �\ , � RIM=922.46' / I I `\.. \ / / / / / , / / / , 9sa.// ws. \, \\\ III 11\ \\\ \\ \� / �/ / 4, O NV OUT=91646' III f m ❑ \ , l , / , 1 I 1 , --- =-\\`\I1 1 1„\\\ /c- \\ \ _ / /,/ --- INV IN DROP-912.15 A I / h Iri\ / / / / / / / / / / / I , J II\IIII\I 1 I \\\\ \\\ \\\1 \ 1 1_ \ Y �' / O INV IN(DROP)=9121](B)', I W U W , 11 / / / // / / /ll\1I %" 1 \\�I`\ i dd I '__ // �`� / f/ii// /� y /80�.PRIVATEDRAIN GE`INV-JP441' I K 2 Qm1 I / 1 / , / / / / I 1VIVA III A�,1 I s.AA ,'J / // / a ❑ o ❑ I9 , / I / / / / // // / -� _----/ jlI\I 1 1V ` _ ' // O0 4 4a: . Q1PG 66SPERz�,� / ):::::: /1/ arsy / / / / III 111 A I I11 `I 1' /'//i' / F' © �- ' /1 ' / l"fi YaO ` I l}az. / % / /I / /esae % / 7 / // / �n.e ,/Ill III ^_i / _,„„I/I/I1 ,1 / ae,l\I1\\\\\1\ \ / ��-en ,//i� ,„.,_ / 4 • /\ / / INVe / �� �ea / 'B0532 \' I / / r_/ l l i` / 11 / / I I lI1 �' // , lm$n- 1 / / / / / / "/ /�/ ///I ll / ---_/III//1 Ill/ 1 A AIII IA ///� C ' / Ar%•4ez�` l / / l / / I II II 11 \ 1 - _ 0 /it APPROXIMATE mm 'I� �� l // I /' j l // / l / / 9sk,1 I ,9°' - -/IIIII,////III I \I III 1 /'/2/'/X/f' � � / -- / \ q J LO ATION OF oft es/ I' / / i / / / 1 / _ \\1',/I /1 _,II 111/ IIII azi111I\\\ - / //� (� ✓ir 7. ,' ./ WE LANDS PER O `�, • \ may w / ; / 11 �_\T 1/ I /l / /,- __/1/IIll II II,I �/1 I,I I\\ �/� / _��C/�� '� o f '1t��frov; _ CC�NBULTANT.�'I i/ / / / I I l .i \ I I lIf I 1 i .�/l/ \ / j / 1 \\ 1 11 1 I \\`\1\ I l% / ill l l l 1 ' / I 1 1 11 1 l , 18'R P ' m �� I / /' / I 1 A I A A V A I \ V AA A I;I x / I I I I ;I I 1 _ / 1 � � o- / / I/ �,. / / 9rz� / V A A A\ A/ I '41r 1 /// / I11 j I I/I �� 1 �%/ .N'��y 0 /� .4 / TOP /20.02 /�/ y w K o0 'A // I I 1 I / A A""'e,\ I l / l I I 1 / / vo.r Ir / / I 1 I / A 1 A A� 1 I - I / /III 1 111 --/ -% ,� ♦I,,tv/ % 1' / / Q 1�`-'I / / / / I / 1 \ \ t III / / I \/ I I / IIII111, / I s \ L „VA. .4. G� �!g j�/. INV p1384'/ / L Qi Pi ....1 / / / /' I 1 I \ // \ / I I ' 111 1 I\ ` ®,/ ��� / INV=908.29 / / 4 1 v v 19w., / /_ / r / I 1 Inla.°` Q I /, WS/FC EROSION CONTR ICE / / / / / / I I 1 A A/-- A / I ' / / / /, // , , �v� �� � / \�. MHS / ' w / / / / / / , I l 1v v / 1 / I/ l / 1I/11 R ,�'' PLANS APPROVED FOR N UCTIONz9o. as, / 1 / / / / / I I II / 1 \1Iill / / / IIII \I / 9 _/ :?• .; J/ /��. ' .:RC RIM 908`7 / / y / wes / / / / / / I I / I I- 1 1 / l' I j1\1 \I / , /.` / A ,CL INV=899.48' / / //-.I g I I i I 1 % �� This Ian complies with Ch er ,Se n 4 Erosion Control / / , / / i / / / / / ,I 1 r 1 I v�v Av r/ % 4�+ ,/ / >, 1 �// of the Winston-Sale rs ounty Fed Development 1 ��` ,' // / / / / / /9s„ / / / eta /- 1 1 / 7- v v / �/� l�I a' �v / a .-' I / // / / ,' / ,, , / / �,� I 1 1 3nq t � ✓ �, ,�P / Ordinance. A printe of the p pproved plans must o , r ��INV=904.89' B / I / �.! TQP=ai3.4 k , be kept on the const on si a of ce when installing `' �,— �,I // / / / ,' i , /' / i i -°''= I' 1 ,v v. + ���° �. ,�S_ti, 1Nv=s1ay1' / / // required erosion con m ur z a m o I / / // i i /x ° ls. I i / SITE n v o �� / /�;s , l i / l ','"4Ii l / / I / l i l/ _ �99a/ v v irk ���e. ... � —10' ©47 ,o// EXISTING / / o �_� _ i i /� i I I I l i I I i = /1 � AQI �1, ` // 'i s/ S IMMER matthewo STAGE 1 / s"4I r I r_ / .V`. / 3/27/2024 3:21:36 PM MO, wg� I �� — J / I 1 _ 1 I l I I 1 r - - - - ♦� 1 / / I SEDIMENT i q�mzg �... �l I_1 D TL1RB�{,LIMNS l / I /-� )\ b�► �J Tr 1 / _ _ l)� ' / 1 `�v B9SIN#1 EROSION - , llgile�► �� i ., ... /—e 0 �Q�I, , \\" _ 4, / / CONTROL 0 i ` ' ----� - J --.- DISTURBED LIMITS - , ® PLAN J moo.- jG 9 ,'/%ii ---------- --- __�/ /- ' ' - APPRO36MAT�QCATIONOF _ GRAPHIC SCALE SHEET �� �' / WETLANDS PER':LA S SET= (\/'��'//�/ _�/'l�l i/i .s ..______ ..___� � _ , 9 / za ,i I I - L. �,=s BRIET SE INDUSTRIAL V!� V _ � r: / � i//II // f II RIM 90fi 18` �•ICNA PORTFOLIO LLC / —_ P//' /// / 'CL INV 895 7]'I\ QB 3435,PG 524 /BRIET SE INDUSTRIAL NCNA PORTFOLIO LLC //// / TAX PIN:6910-04_-2048 ( IN FEET) / DB 3435 PG 524 / "//// //// 1 inch= 60 1E. / ,TAX PIN:6910347454 / / // //// / /�,1////, ��