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Home My WebLink AboutNCC240081_Site Plan or Location Map_20240118 W yl\Vy III l`l� ��; °q SITE II�I�Asl l\�`\�\�\� \�/�/\\\��_ I TABLE OF CONTENTS NARRATIVE: pap Q I I \\\�� am\�= -J \\` \��\ I C'3.0 EROSION CONTROL OVERVIEW THE RIVERSIDE DRIVE PROPERTY IS WITHIN THE LIMITS OF CALDWELL COUNTY,NORTH W W cQ ry66 \ \ \�/ \ \\\1 CAROLINA.THE TOTAL DISTURBED ACREAGE FOR THE CLEARING AND GRADING IS > CO a� ) // 4 B17 1\\\\�\� ,�_�_ _ J �\\\�\\ I C 3.1 EROSION CONTROL PHASE 1 APPRO%IMATELVS.SSACRES.THE SCOPE OF WORK INCLUDES CLEARING,STRIPPING AND 7 N CAI 5 R/ p� \ /\ I ` I\ \\ �- �� -/ _ ✓�_� IGRADING,AND CONSTRUCTION OF EROSION CONTROL MEASURES,GRASS-LINED ` CC RR A /\/,, 11\ 1��1\\\\\ \�/� /\ //1� 1) \\)1 I C-3.2 EROSION CONTROL PHASE2 DITCHES,AND STORM DRAINAGE PIPES. aI Q U WN S Sof / fC ;77, 1 \ �\\� -_-____-______------_,,------______ ,,-N „, „,_____ ___ -, �, \ / \ / I) //,\ C-3.3 EROSION CONTROL DETAILS BASED ON SCS SOIL SURVEY MAP,SITE CONSISTS PREDOMINATELY OF LL L 4•, //\ 1�\\ ^ ��\\\ _ // �� ^� / I I • DaB2,DANRIPPLE SANDY CLAY LOAM,2-8 PERCENT SLOPES,HYDROLOGIC GROUP'B' w O lee / / //�i/_ 1\\\\ \ VI\\\ ` \\ \� i%/�\\\ \\ �\I I \\ I C-3.4 EROSION CONTROL NOTES • DaC2,DANRIPPLE SANDY CLAY LOAM,&iS PERCENT SLOPES,HYDROLOGIC GROUP'B' Q \ �-J/ �/ • EVE,EVARD-COWEE COMPLEX,30-50 PERCENT SLOPES,HYDROLOGIC GROUP'B' Z Z O \\/\ 111\\ ��_ / \ \ // \ \\�_ / \\ I C-3.5 DRAINAGE AREA MAP • HeD,HAVESVILLE LOAM,15-30 PERCENT SLOPES,HYDROLOGIC GROUP'C' GL / 1 / I \ DOWNSTREAM RECEIVING BUFFALO CREEK,YADKIN RIVER BASIN. /// III _ _ \ \ � \ � � � � ill" / / \1\\\ ��_ �� \�\ 1\\`\\\\ -/ r,� `\ \\ / \ LATITUDEATITUD 360212-19 `} ZI-U CC< �Q/�� III / \\\� r \/\i��I \� \\------_______„----,,,,, \\\\// \\�\ r) 1 I 38.0299 v/ p /� PROPERTY OWNER INFORMATION: LONGITUDE X:12.1 e'er _// I) 11 I //r/''/�/l 1) I ( ��/ \ I�1\\ / / THIS PROPERTY DOES NOT LIE WITHIN A FLOOD ZONE,PER FIRM COMMUNITY MAP In C) Z es"'�P p R\O RO �/ �1 lI I I / //�I I l �I `\\�\1 > I\ r� \` _- /�/\ I GREG SMITH 3710284200J EFFECTIVE 07/07/2009. N O 1 GF, \ // \l \ 00 ` II, I III/ \� �/ II \ \ \' \� 704-619-8203 CO Ct p p\Y \\ \ III \ �� //I / \� \ \ / CONSTRUCTION SEQUENCE: OAP PATTERSON SCHOOL ) )Il I \��j\//' \� \ \^ I EMAIL:GREGSMITHF803@GMAIL.COM y1 �\ PIDFO 1=1DPLA /1/,I / / / 2. SET UIP AN GRADING/EROSION PRE-CONSTRUCTION CONFERENCE FROM NCDEMLR EROSION P�`/ - II IIII j // �/ \\ �\ ------ I MAILING ADDRESS: O -/' �/� I I( \//� \ h �I III DAVIS RE�DEH 0 OB9- / f / DAVIS E Af� CONTROL STAFF AT TO DISCUSS EROSION CONTROL MEASURES. M E 23 OAG� l`\ ,,/(( /\ / 1 RE 6040 FLOWES STORE RD. 3. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF ANY VICINITY A // / / I I1�\�\1\\ C\\\ ��\ I I PI'ij-1 1 Q / -, I EROSION CONTROL MEASURES. ��/ /\ \l \ tI� I/�\ ��-\/ / I ` 81�88 SS 9fi,Y _� I ICONCORD,NC 28025 4. THE CONTRACTORSHALL DILIGENTLY ANDCONTINUOUSLV MAINTAINALL EROSION _NOT TO $GALE ,-I \ - \ \ ) \ \ �� / / I \� AREA 4 / CONTROL DEVICES AND STRUCTURES. ,,•�111111N1i•i,'5. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE W ITH\ \ \ � \\ // I �//\/ 1IIITHE N.C.EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL '. 1-''.. ...k•• \ \�\ \ \\ \\ - r I / ,-i/)/ 6. THE BUILDER WILL BE RESPONSIBLE FOR CONTROLLING SEDIMENT ON THE ��,.•' S4�'•y.P _ 1 \\\ \.- �. //,n / PROPERTY. . I \\ % /`\\/ / \\\� Y \\// / / �\� l I I I PHASE 1 I SEAL j �� I i. CLEAR ONLY AS NECESSARY TO INSTALL EROSION CONTROL MEASURES IN THIS S�2 I/I PHASE. / _- \\/\ \/\/��I III II\1\ \\\ \\ \ �_�\/��J/ I 2. INSTALL CONSTRUCTION ENTRANCE AND SILT FENCE. :��``` / / / I I \\\ \ \\\ \_�\// `� / / I 4. UPO INSTALL SPMTOR'S PROV ON LOFCHANNELS WITCON ROL M DAMS. '��i�eBY� wPy`‘‘� 4. UPON INSPECTOR'S APPROVAL OF EROSION CONTROL MEASURES INSTALLATION, \ __� / / / COMPLETE THE CLEARING AND GRUBBING FOR THE ENTIRE SITE. /////11111\\\° \��\ \\\ / AND GRUBBING MUST BE STABILIZED IN A STAGED MANNER SO NO CLEARED AREA IS 12/08/23 / // /� �� \\ \\\XN,,\ \ \ 5. SEED AND MULCH AREA AS POST CLEARING AND GRUBBING.AREAS OF CLEARING / \C_ - M RYL \ �� _� _ ��/�\ / I7ADJACENT PROPERTY (TYP.)dEER\B \ \ \\\ / \�/ TO REMAIN UNSTABILIZED FOR MORE THAN 14 DAYS. �_� --�'� I / / // �_ \ �T7/ /�°AFZFfA 9A� 1 �I \\ �\ I� /�� PHASE2 �� \ / I il\\\\\ \_________ _-__-- \ `- /// I I I I 1 I 1. GRADE SITE AND DRIVEWAY TO GRADES SHOWN IN PHASE 2 GRADING. I 2. ADJUST AND/OR PROVIDE TEMPORARY DIVERSION DITCHES AND TEMPORARY SILT I - I \ -/� 7 / J \ FENCE AND STONE OUTLETS. �� / // '� / I1 1\� �/ \/ / / 3. SEED AND MULCH AREAS AS SPECIFIED. (1/ _ --\/\\ I IIII 1�I •ll \jr / �/ , /\/\ // 4. CALL EROSION CONTROL INSPECTOR FOR APPROVAL TO REMOVE EROSION �y /// \\ \ 1\1CONTROL MEASURES. I•I- \\ �` 1 l\\ � r/ l i�-7:1= 1 1 \�\\\\`\ I ��\\ \/ / / r---- , IEROSION CONTROL NOTES: X MW_ 7 0 Q \ / I 1`(( I( \� \�__ / , i i ��i I �� I/ \\ r 1. ON-SITE BURIAL PIT LOCATIONS MUST BE DOCUMENTED ON FINAL PLAT. O Iy / ' mi.() \ / ` 1 1 \ \� ��i ) I I \\ 1 // I I I 2. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN 0 m 0 V m 1 I \`%�i I( I\ 111 IS A VIOLATION OF THE STATE EROSION CONTROL ORDINANCE AND IS SUBJECT TO r a I I / _/ 1 I / \� \ �\\-- /\��-7/I 1 /. /IIIIIIIIII III'n l\\\� \\�\\\\ \ / I I 111� I A FINE. WNN Qw / N. 11ryJq 0\Q� \ 1 3. NO MORE THAN 20 ACRES TO BE DISTURBED AT ONE TIME. LJ. Tr CO / / I \\\\\ 147Dq \\ =�\ \J/r/ I II III I/'I\\ \ I\ I ` \ \ I 1 1\\ 4. STABILIZATION IS THE BEST FORM OF EROSION CONTROL.TEMPORARY SEEDING IS f 11 T O 111�� ) (/'// \ I 1 \ NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND V i \ 7�A \�//// / 1 I/ I \\ �1 1 I ` \ ` I I\ \ I ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION / /I/ I \/ \ �\\ �\ \ / \\�� / I// \11I IIII \\\\\\� ) 1 \ SEQUENCE SHOWN ON THE PLAN. � 0 N cc 5. ALL AREAS ARE TO BE SEEDED AND MULCHED PER THE NEW STABILIZATION IML ly ��////) /- \ r/ I \\\ \ TIMEFRAME TABLE ON SHEET C-3.2. / /1 ,1 I �- /\ I I II\\�I�/ /\ \ \/ �' / III \\\�\\\` / // I I 6. ADDITIONAL MEASURES OF CONTROL EROSION AND SEDIMENT MAY BE REQUIRED 2 c a Q Q I //////l //\ (/(/\ \ /� /\gj//)I))) )))/ / /I I // BY A MAXIMA REPRESENTATIVE THE STATE. cn / / 1 Nil) I �\l\ /� \ / I /\ /////_\ 7. USED,PLANS TEMPORARY GRADED SLOPES ARE HNI WHEN STEEPER SLOPES MUST BE 1!/ USED,PLANS SHALL BE SEALED BY A GEOTECHNICAL ENGINEER FOR SLOPE 1/ II/ 4 /) / n // STABILITY AND FINAL SURFACE STABILIZATION. / \ ////II II III II /' -,\\l// ( i/\l III\\/// PI rrr/r//I/I/ I --\\\\ I 8. ALL WORK IMPACTING STREAMS MUST HAVE APPROPRIATE NCDENR-DWQ AND I \ ' /\// //1// / //� \ l\\ /\I \ / 1 /�/ / l -� ��\))/ I 9. ALL FLOW FROM PERMANENT/TEMPORARY DITCHES SHOULD BE DIRECTED tj1 f I ��J/ I �� / TOWARDS SEDIMENT TRAPS UNTIL SITE IS COMPLETELY STABILIZED. \ -\/ n\\��-\/\/�/ �/ /�\\ //\�//// // / / //\ /\� I 10.ALL PERMANENT SLOPES STEEPER THAN 3:1 SHALL HAVE EROSION CONTROL MAT (((_ / _/ EQUIVALENT TO NORTH AMERICAN GREEN SC75. 1� /'\' / ��/// 11.DE-WATERING OF THE WORK AREA DIRECTLY INTO A STREAM,CREEK,WETLAND, \ �/ / \ \\\ I r l\\\/\�� / \� ��_��//1l r�l( I II I I I \��i__ _ ,,,/ j\ / I ETC.IS PROHIBITED. III \ r/(;11 \ \� / 1 ` I // / /�KY//��/ // II11.THE MINIMUM BUFFER FOR ALL NATURAL WATER COURSES IS CALCULATED AT 35 FT. / /\ IIII 1fY/ 11.IF THE NEED ARISES FOR ANV OFF-SITE BORROW OR SPOIL SITE DURING J \ \ \ ��\/ \ _ - - \ I // E AN CONSTRUCTION,SUBMIT A REVISION THAT DEMONSTRATES EROSION CONTROL FOR \ � \ // / � / I I I \/\��P 14 /\ / THE AREA AND ACCOUNT FOR THE ADDITIONAL ACREAGE IN THE REVIEW FEE IF AN >\ \ \ \ \ //( /\ \ -- / III \/\/ 1 f0f \\ IIAPPROVED SITE. Q��\/ / \\/,yy� \ / I1/ �� t` // LL1.0 \ �\\ �� }��/J I ��/ � / 1�� // // MAINTENANCE PLAN: LL W N //�/ fi �/ \� lII\`\ �� ///�\/'n // �/� - r/ //�j� r / // // / II THE FOLLOWING MAINTENANCE PLAN SHALL BE FOLLOWED UNTIL THE SITE IS W QI \ \Z \ \ \\ �-\// /� /\�//\\%�/' \�71� �� / // r\ \ COMPLETELY STABILIZED AFTER CONSTRUCTION.DURING CONSTRUCTION THE Q = Z N \ \ \\I (/ / /// / \\/////\ ��3Z� -_ / '-'1 / / /\ CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTION AND MAINTENANCE OF ALL O N / / '� \ / EROSION AND SEDIMENT CONTROL STRUCTURES. \\\\'\\ \\� / //\ //////'/I ( / LLIY / //// I'II�1 1 ( `?G1 \ \I / / / �� \\ OPERATION FOLLOWING ANV RAINFALL PRODUCING RUNOFF AND AT LEAST }\ \ // // �� / ` /l//r/ A r \1 �-- ONCE EVERY WEEK.ANV NEEDED REPAIRS SHALL BE MADE IMMEDIATELY SO Q\\✓/l /l/l11l \J `/2�\A\p\�-\=�- �j\\ /1'/ / ///�j// l \) )\ ALA SEEDER AR WILL BEL MEASURES ARE EDED AS NETS S RYN ND f f1 rW\\ // I I( \ \ //%��`� Y �� / / 2. MULCHED IN AREASOWILL BEWITHSEEDINGRE THE SPECIFICATIONS IN ORDER TO W \\ \\ \\/ �/ 1 I7( RV�L 30��QQ �_� \I��r /\/�/ I I / /\�/ 1 /� MAINTAIN A DENSE VEGETATIVE COVER. cn nW O O \\\\ \ I I n I\ NNNPVVVI�R 29�\\ \ ., /�� \ _\L \� I /� //\// 3. SEDIMENT DEPOSITS SHALL BE REMOVED FROM SEDIMENT FENCE AFTER EACH LL J \\g �V/�� \ � � 'l / STORM EVENT OR SEDIMENT FENCE SHOULD BE REPLACED.THEY MUST BE \ \\ \\\\\\ 111 \\ \ �\��/ //�` / I /rr l l\\\///\/,i '(( ` TRIBUTARY BUFFALO BARRIER. S DIMENITD DEPOSITS TAREMAINING IN PHAE AFER THETEFME � Oy Li' Z \ 1 BARRIER.ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SEDIMENT Iy );70,>°------)- /lI AI) \ /\7� �/ // //r \� \ �/ / FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, a O \ \�\ \ \ 11 \� \I y t \ F rya\\ ��/�� \\_ /I//l \ / \ PREPARED AND SEEDED. IIICO U 99,^, ,(\\ \ FAUGHT JORDAN S/ \ M I CREEK I\TYP.J 4. SEDIMENT DEPOSITS SHALL BE REMOVED FROM BEHIND CHECK DAMS AFTER CO BUFFALO CREEK \ \ �� \\\ //l/ II r \\\ ��/2�\\� FAUGHT KART LVN //\ / _ EACH STORM EVENT.ALL CHECK DAMS SHALL BE CHECKED,AND MAINTAINEDCLO !!! AS NECESSARY. FLOODPLAINLIMITS \ �\ JI / PID,1419-,A41 5. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE - \�� , • !.•IO 7 /III \ \\\ \/S°�T \ `---__BD2950 Cj 1�15 //I / \/ (\�� \ REQUIRED BY NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY. \\ �v ` \Vy\ _ =7j- A ` -f/8 1I 7( \ SUBJECT PROPERTY - 1.' \ �A \ �- �124\ / / I I \ �� \\ \A _A� -V ///\ ��\ \ / GRAPHIC SCALE �A�\ \ \�O A �-A�`„o A 1 V�_ A .� / 0 10,, 2m Ica y y\v\\\\ �\ v , \ \�� Q I II I V\�\ \A V v y/,\\ \ � �� /' LIMIT �OF DISTURBANCE�I \`N.\ V �� \�\\� �21e ( \ / \ A \ V / �� ( H7 FEET) \ \\\\\ \\ \ \ � ' \� \/\\ / --� /\\\ / HORIZONTAL 1 inch-200 ft I. \ \s\\:,, ---_,,. '-.,,-:,,, \ \ \\,, k \ \,,\ ,,._ ,,,,,,,,,,,,,,,_.7' \ -_________ ----_------ I(/(/ /�)< \1\ V > ) r \ - �� v v � - - v \ / Clijiiilipi F, 5 I1�I1�1�I��`�\\\�\\\\ \�C, C. ` � \ \ \ �� \ �\�\\ / -� A\�\ \ \� \ - A, \\ �\ / LEGEND w \ o L 1 I\"�11 1 I \ \\ \ BUFFALO CREEK�- �� \\ \\/\ \ / / PROPOSED STORM DRAINAGE PIPE , NURSERIES INC / �� m \ PIE:1420-7.15 / \ \ \X/ / 790- EXISTING CONTOUR 1 I 1 ` \\� \ DB'19SS PG 1033 �� \�\ \\ / \\ \/ / I REA 29.9�AC / 790 PROPOSED CONTOUR z I \ PROPOSED CONSTRUCTION LIMITS PROJECT#:23.01 DATE 12-06-23 / / `- \ \ \\ / s § DRAWN BY,RJW CHECKED BY:RJW \ \ _� \ \\ PROPOSED SILT FENCE TITLE / / \ \ \ �� \ ,-,-,-,-,- PROPOSED DITCH EROSION CONTROL / / f j \�� \ \\ \ ® PROPOSED SILT FENCE STONE OUTLET OVERVIEW \f fl \ / \ / PROPOSED CHECK DAM SHEET NO. I k 1 1 I \ 1 \ \\ �\ / / C-3.0