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Home My WebLink AboutNCC242900_Site Plan or Location Map_20240919 O �T� U fa va co B a 80'R/W(MINIMUM) W OZ 4.'" f SHEET INDEX a d o d o NUMBER TITLE �1 oil ORN w2 5.5'TO 9.0' 5.5'TO 9.0' 1'5 C. C-0.000VER SHEET ,�;F(4OQ C-3.0 EROSION 8 SEDIMENT CONTROL PLAN PHASE 17.ySRO4l 2- 6.0'T09.0' 6.0 T09.0' C-3.1EROSIONBSEDIMENTCONTROLPLANPHASE2 �jMORGAN ,y. r C-3.2EROSION 8 SEDIMENT CONTROL DETAILS W `�Ji BLUFF 7*511e n o ¢' RD /C 1 g C-3.3 EROSION 8 SEDIMENT CONTROL DETAILS :1-.? a a H y W .6,,-" 8`=MIN. 2% 2% 8%M—N. C-3.4 EROSION&SEDIMENT CONTROL DETAILS ¢mz �to } '� �' o p�' bpi- C-3.5 DRAINAGE AREA MAP 8 SCHEDULE C,^f m W ^s'- p, ti o-:.O BLACKBEARD LANE PLAN 8 PROFILE 83 VICINITY MAP — NOT TO SCALE PAVEMENTSCOULE NOTES: ®3••ASPHAVA LT CONCRETE SURFACE COURSE,TYPE S9.5C 1. THE CROWN FOR PAVEMENT SHALL BE 1/a-PER FOOT. B.COMPACTED AGGREGATE BASE COURSE e TOP 12"OF SUBGRADE TO BE COMPACTED TO MINIMUM �( 100%OF STANDARD PROCTOR MAXIMUM DRY DENSITY. PRIVATE STREET DETAIL N.T.S. I I SITE INFORMATION: a oP�� ('•� I I ° PARCEL#:4648-17-0210,4648-17-110,4648-17-0010, �_ 4648-16-0809 '30918 I I TOTAL AREA OF LOTS=1.84 ACRES O �1rr; I I EXISTING ZONING=R-20 `•,y9 �� ' w SITE ADDRESS: BLACKBEARD LANE "'�"N A.C.,,, I�,2� TI MOORESVILLE,NC 28117 r° I ^+ c w PARCEL ID: 4648-06-7975 I o FRONT/CORNER SETBACK:35 FT PARCEL ID: 4648-06-7853 LOT 35 'l7 S LOT 36 QUINTON L. SORRELL, III & I fa S. REAR SETBACK:35 FT I QUI DBIA 2029SP RE 9511 & I DIANNE C.DB:9416 PG: 991E PARCEL IDL046 T 38-07-71 80 I rJ Sfq I SIDE SETBACK:I5 FT PB: 6 PG: 99 ZONED R-20 4 ROBERT&KIMBERLY DEVLIN 0 ZONED R20 I DB: 3054 PG: 1891 o DEVELOPER: I I PB: 6 PG: 99 I I ZONED R-20 m PEACHTREE RESIDENTIAL NC,LLC w 7280 MCGINNIS FERRY ROAD o A — I I o o ALEC R K GA KER w ... o ALEC RICKENBAKER I— 1 I I (404)nbaker59 0 'E. arickenbaker@peachtreereS.com =,W Blackbeard s, +.- Lane A w i g 1�v. DESIGNER: w ova 61 UNIMPROVED A h \ 60'Public R/W—PB:6 PG:99 r'JS Q d �1D < q. N5°31.3g^E.R=150.00'b N6°00'13^N?W L=2a++eg, - �— _ Ir - y0o' BLUESTONE LAND MANAGEMENT,PLLC m o O ae 20.89' L=30.19' W 38.68' F - \m N3°32.32^E 1�- z 115 AUTUMN FROST AVENUE -Q, �r �"'�_ a - , 'B 226.88' w - I- 3 4 R-150 00 \\ y� R awo m�—^w '�o STATESVILLE,NC 28677 m I SHE sot rn ' II! I! > s.- < Nv- _ _ OHE JONATHAN CARTER,P.E. 0 '_6 a 9a6 OHE 704 664-1973 __-6HE GAS-�-6kE- a s._ �. ,Ps lid" [yy s'c OHE ( ) i ..: °� < </< j941 pHE jona[han.carter@bluestonelandmanagemen[.com °z I • -__. - WORE— ��OHE=OHE �ORE I I I ini �I I WATERSHED DATA: qaP TaimmommiFrontsctlioci I "°`rWS-IV CA LAKE NORMAN CRITICAL AREA35'Frant Setback Se bo 1I w i-I T =� ' " I on,9a<b_ FLOOD DATAi-qII PARCEL ID: 4648-17-0359 THE SUBJECT PROPERTY ARE WITHIN ZONE„X„PARCEL ID: 4648-06-9799 II_ llil LOT 3 ROBERT M. SHERRILL&SUE SHERRILLPER FEMA MAP 3710464800J AND,DATED MARCH 18, ZLOT 5 DB: 2114 PG: 2495 2008. F-1 I-INATHAN C. &JUDITH L 19,99D SFRr000aeeI .I DB: 354 PG: 472QSEAMONE 0.459 ACRES I , armdo I LOT 1 ZONED RA IIDB: 2931 Pc: 1882 IPrapoIIIIII ZONED R-20 I 0.458 ACRES/19,966 SF " 0004 FfOT°a SANITATION COLLECTION: RW+IPB: 6 PG: 99VEo Iswear°°ZONED R-20 I weean°°der n I IN I ■ excludes possible overlap 5I I ZONED R-20 .I ROLL OUT CONTAINERS WILL BE PROVIDED 1--1 a OI Z . I asir.... IQ _ WATER/SEWER: a o1 i NI._ I Pe°° N I c II Overlap F. m OB:354 PG:4)2 T^ ,� DB.2114 PG:2495 V/ O • PB:6 PG 99 INDIVIDUAL WELL AND SEPTIC SYSTEMS TO SERVE U Z N I LOT 4 I LOT 2 h I I 0016 °°"°` — EACH LOT Fi y I Proposed FF�I H z� - 19,990 SF IN III Residence I 20,014 SF I OCTna„I O z o -Clarendon- W E gs I 0.459 ACRES I I 0L .459 ACRES I O O M I • L ZONED R 20 I I L ■ IZONED R-20 I ,J h ce W O _ I I ar den to 36'Rear 5.1n— I II a 35'Rear Setback i ■ /I 35'Rear Setback L I 5—nr 16n— ,67 /� - - � _ _ _ _ — _ _ L _ — — — — I II ° GRAPHIC SCALE a z - - — � _ _ '- a i ( IN FEET) Q•Ili m PARCEL ID: 4648-27-3561 CORNELIUS FAMILY, LLC HORIZONTAL 1 inch=30 ft. Nib■ a�1 811 DB: 1977 PG: 668 .rAA ZONED RA I R,W W :all A -. ^ PROJECT'#:2024-0006 HATE:8/2/24 WYVW.ncBll.ol•g DRAWN BY:JAC CHECKED BY:JAC 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING ARE OCATED IOR TO BEGINNING 2 FLAGAPPROPRIATE PARSES AND ASSURING TEAT EXISTING UTILITIES LMEN.TC.RAS NECESSARY TO INSURE SAFETY.. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADESANNG I TITLE COVER SHEET DEPARTME TO BE % REPLACED NT OFTRRA„SPOSTANDARDS TRANSPORTATION AND 3. ALL PAVEMENT CUTS,CONCRETE OR ASPHALT.°„C'IPA S. I,' 4. SHORING WILL BE ACCORDING TO PORT+sss SUBPART P.OR AS AMENDED. ErvcHlNc STANDARDS SHEET C—O.O o �� MAINTENANCE PLAN: CONSTRUCTION SEQUENCE: a [till Q K N 6,19 y THE FOLLOWING MAINTENANCE PLAN SHALL BE FOLLOWED UNTIL THE SITE IS 1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM IREDELL a d V 2D m 2 COMPLETELY STABILIZED AFTER CONSTRUCTION.DURING CONSTRUCTION THE COUNTY. //��1� [r Z m u D02 CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTION AND MAINTENANCE OF 2. AFTER OBTAINING APPROVAL OF EROSION CONTROL PLANS IT MAY BE ZFeYti Q a G R CORNELIU y ALL EROSION AND SEDIMENT CONTROL STRUCTURES. REQUIRED TO APPLY FOR NCGOI CERTIFICATE OF COVERAGE(COC) 'q,.g di MORGAN S RD BEFORE ANY LAND DISTURBING ACTIVITIES CAN OCCUR.THE CERTIFICATE rJ" E BLUFF Site 4 O 1. ALL EROSION CONTROL MEASURES SHALL BE CHECKED FOR STABILITY AND OF COVERAGE CAN BE OBTAINED BY FILLING OUT THE ELECTRONIC NOTICE O Z G Z OPERATION FOLLOWING ANY RAINFALL PRODUCING RUNOFF AND AT LEAST OF INTEND(e-NOI)FORM AT tleq.nc.govINCG01.PLEASE NOTE THE e-NOI RD Q-� QO ONCE EVERY WEEK.ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY FORM MAY ONLY BE FILLED OUT ONCE THE SEDIMENT AND EROSION C Z p p SO THAT ALL EROSION CONTROL MEASURES ARE MAINTAINED AS CONTROL PLAN HAS BEEN APPROVED. y `O, Cf*, pp DESIGNED. 3. ONCE COC HAS BEEN RECEIVED PROVIDE A COPY TO THE IREDELL COUNTY C 'a al2. ALL SEEDED AREAS WILL BE FERTILIZED,RESEEDED AS NECESSARY,AND NATURAL RESOURCES DEPARTMENT AND SCHEDULE A PRE-CONSTRUCTION ,'O. a 0s W MULCHED IN ACCORDANCE WITH THE SEEDING SPECIFICATIONS IN ORDER CONFERENCE AT LEAST 48-HOURS PRIOR TO BEGINNING ANY LAND - - VICINITY MAP V TO MAINTAIN A DENSE VEGETATIVE COVER. DISTURBANCE ACTIVITY. fTl N.T.S. 0 3. SEDIMENT DEPOSITS SHALL BE REMOVED FROM SEDIMENT FENCE AFTER 4. SET UP A ON-SITE PRE-CONSTRUCTION CONFERENCE WITH EROSION EACH STORM EVENT OR SEDIMENT FENCE SHOULD BE REPLACED.THEY CONTROL INSPECTOR AT(704)832-2352 OF IREDELL COUNTY TO DISCUSS 0 MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY HALF THE EROSION CONTROL MEASURES. HEIGHT OF THE BARRIER.ANY SEDIMENT DEPOSITS REMAINING IN PLACE 5. FOR PHASED EROSION CONTROL PLANS,CONTRACTOR SHALL MEET WITH AFTER THE SEDIMENT FENCE IS REMOVED SHALL BE DRESSED TO EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE. CONFORM TO THE EXISTING GRADE,PREPARED AND SEEDED. 8. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF 4. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE ANY EROSION CONTROL MEASURES. NARRATIVE: REQUIRED BY IREDELL COUNTY. 7. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES. 332 LINDSEY ROAD IS LOCATED IN IREDELL COUNTY,NORTH 8. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C.EROSION AND SEDIMENT CONTROL PLANNING CAROLINA.THE TOTAL DISTURBED ACREAGE FOR THE AND DESIGN MANUAL. PROPOSED ACTIVITY IS APPROXIMATELY 1.89 ACRES.THE SCOPE OF WORK INCLUDES CLEARING,STRIPPING AND PHASE 1 1. CLEAR ONLY AS NECESSARY TO INSTALL EROSION CONTROL MEASURES IN GRADING,PAVING AND CONSTRUCTION OF EROSION CONTROL GRAPHIC SCALE MEASURES FOR A ROAD CONNECTION AND 4-SINGLE FAMILY THIS PHASE. 2. INSTALL CONSTRUCTION ENTRANCE AND SILT FENCE. �j LOTS OF AN EXISTING SUBDIVISION. 3. CALL INSTALL INLET PROTECTION ON PRG N CMP PIPE. I 151 1 so 4. CALL EROSION INSPECTOR FOR APPROVAL PRIOR TO BEGINNING FULL BASED ON SCS SOIL SURVEY MAP,SITE CONSISTS GRADING OPERATION. PREDOMINATELY OF PHASE 2 ( IN FEET) 1. ONCE PERMISSION IS GRANTED BY IREDELL COUNTY,GRADE ROADS AS p"` • FwE2,FAIRVIEW SANDY CLAY LOAM,15-25 PERCENT SLOPES, SHOWN. HORIZONTAL 1 inch=30 ft. •�..q�N CAr,eery', HYDROLOGIC GROUP'C' 2. CONSTRUCT STORM DRAINAGE. . Q O("s • ToB2,TOMLIN SANDY CLAY LOAM,2-6 PERCENT SLOPES, 3. INSTALL TEMPORARY INLET PROTECTION ON ALL PIPE INLETS. i Z f HYDROLOGIC GROUP'B' 4. SEED AND MULCH AREAS AS SPECIFIED. . • •TOD2,TOMLIN SANDY CLAY LOAM,10-15 PERCENT SLOPES, 5. INSTALL PAVEMENT. fi. CALL AND MULCH AREAS INSPECTOR F. ` - 18 HYDROLOGIC GROUP'B' ]. CALL EROSION CONTROL INSPECTOR FOR APPROVAL TO REMOVE - 1 - \`, f a a • TuC,TOMLIN-URBAN LAND COMPLEX,2-10 PERCENT SLOPES, MEASURES. \ \ /- -- _ J /' /// _ - / / _- J / // y�,y a`�,QL._.ok ,ski i HYDROLOGIC GROUP'B' A I V A ( I \ V I a 11 T v - � . - / ✓ / // / / //'V (�r V/ ,/, +fy�, Nt�-Q, \ I I \ V 'v v A / A/ nA✓ 11 /' `4tiANA.Cif' DOWNSTREAM RECEIVING THIRD CREEK,INDEX#12-108-20-4, v I I \^ \� \ LL �,„\ \ - /` \ / Jr _ / I / / \/ / / 11( ( - /\`/j /-- \ �Trk 114 2,� CLASSIFICATION C,AND YADKIN PEE-DEE BASIN. 111 (" \ -I l N / 1 \\ a \ / , J \/�.71/ \ // I // I \) i- \\ / / \ \ N. /I`\ PARCEL�ID: 461k8-O6�7975\ \\ ~ -�-- / __ ,{� ' // / // / / / THIS SITE IS IN ZONE X PER FEMA FLOOD MAP COMMUNITY • \ \, P}I(ZCEL I�: 4648-06-'77853 v / \ 'I T 35 / III /�\/�' / �� ^ / 'Ly T R // /� / - // / / //' // / 1 \ L�36 \�7.��i-li Q I `/ �r-�/�-� ( t �\��/� / ( W PANEL NUMBER: MAP NUMBER 3710378600K DATED 3/18/2008. \ 1 QUINTON L. SO RELL, III & I ` / _ ,�"'�� `- // / /^\ / // / / /// // / \ \ IQDINT9N L. SO�RELL, III ` DIANNE C'SOR LL / \ / /C7! / /(. \ / // /�v LATITUDE/LONGITUDE: ` ` \\ \ DIANLVE SORRELL \ I� I DB: 84'�PG: 7 1 ` '-'PARCEL ID: 4648-07-7180 / , // j ,/ p0�+ /// / 1' // /// / 79 LOT 34----,7 / ^ / Yr L _-/ n �// / 35°49'32.08"N/81°2'39.42"W \ \ \DB: 202Q PG: 5 \ ( P�:-6 PG: 99 �\ ✓ /� $ // / / �`�/ / / ` / ''_ - \ \ PB: 6 PG: 99 _/ \ \` ; Ea'�2.0 J ` - ROBERT&-KIFA�ERLY DC\V�IId / -/ / l i / / / I/ / / 35.825578°/-81.044283° \ ` \20N ED 1Y20 I \/�- ) t' _ - / / �-r- / p / \ / // \\ ,\ \\�/\� \` \ l SILT FENCE OUTLET(TVP.)�.'-\1 (\I `- --- -ZONED R-20 /� `/ // ///'�j/ / lI /tk -/ ` 1 \\ \\ /) \\ \_ 1 /7.7II{{II"",, /-i �/ //_�--// '// / 24 EROSION CONTROL NOTES: \ )-/ -'�„_ -\ \` ` \_ ✓�� ,___ "-//// / I/^ \\/ / // I�/ /--/ /",.�� - //// T -� • - �\ - _ - _ _ __--- /-/ III \ / / CONSTRUCTION ENTRANCE I ._ c-I ( ( �� 1. ON-SITE BURIAL PIT LOCATIONS MUST BE DOCUMENTED ON FINAL PLAT. _ - _ �-- r • \ 2. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION \� ~\`y\ �_ �\ -/ �_ /- J L// / I / --/- -\-/ _ 1 \� ��- CONTROL PLAN IS A VIOLATION OF THE IREDELL COUNTY EROSION CONTROL /l --I \ -- W ��a e earl-I,aT-� - / / 1 l ' ORDINANCE AND IS SUBJECT TO A FINE. l / .- \ -_ --- ales -/� / / • \\ ) 3. NO MORE THAN 20 ACRES TO BE DISTURBED AT ONE TIME. �1 C _-\ - - - __ IMP / - \ /-/ / 4. STABILIZATION IS THE BEST FORM OF EROSION CONTROL.TEMPORARY - / - -"_ / J C t SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE \\ 1 �/-/ ( J/ �'-✓-\ \\ --- /-_- /i/ / �� - // \ --] _ - DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART _ r l \ / / _ ...---- •'-- � OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN. - \ I� ��-•-,w - -`/�- �/ ��-�. \\ --) / / ��- 5. ALL AREAS ARE TO BE SEEDED AND MULCHED AS SOON AS TREES/STUMPS - _ I \ X / �� _ ��' �j` / /\ �� i _ ARE REMOVED. --` _ / \ --�G -�\�j� -��- ,•I . • ♦no,*,-I { ��-_ S .....L_____-...- //� --' ._- m 6. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE -- •--/- _ \ � / `- - \\ \ _ � M� �tI O �) i i / REQUIRED BY AREPRESENTATIVE OF THE STATE. --� �` !_ -Sa't Rail �- -- /\C �� / �. A��.■'W� 41.: � �- / / 7. MAXIMUM TEMPORARY GRADED SLOPES ARE 2:1.WHEN STEEPER SLOPES 1 c7T�� "� ` ----- ` �-.-- --�_ --- \,� �� ♦� 1 . ViAL.e.'!;. -�� , ' / �. _- - '/A -/ MUST BE USED,PLANS SHALL BE SEALED BY A GEOTECHNICAL ENGINEER _- 0 -- _ `- �.-- - 8B 5 -__ _ - - / �, -/__-==lm"' ' HE� -.- /' q FOR SLOPE STABILITY AND FINAL SURFACE STABILIZATION. -- \ - --, \ G _, ` -- ----\ -�� -_�� Eq 5'CI �OHE 7/ - - / 8. ALL WORK IMPACTING STREAMS MUST HAVE APPROPRIATE NCDENR-DWQ / -- - - ■ ■ =:.: - - _ -- - 1 // i ,- HE 3I2HFr I / - // AND U.S.A.C.E.(401/404)PERMITS. \ -/ \_- - \`- ••�A •■ - •--- - • -�' I \ / �// !_,_OHE �- _ // / ��' /' z 9. ALL PERMANENT SLOPES STEEPER THAN 3:1 SHALL HAVE EROSION I ■ ■ - - 5-- _ / (7F1L I.i / // / CONTROL MAT EQUIVALENT TO NORTH AMERICAN GREEN 575. I / I / ( _\ ■ -- • 2,� / / /'-k ' I / / i / 10.DE-WATERING OF THE WORK AREA DIRECTLY INTO A STREAM,CREEK, c. �` ( /�> > / '�� :*:::::.',7---------: �- -I� //// / / // �_ -/'WETLAND.ETC.IS PROHIBITED. I1 / _^ ■ \1 ■ /' R� \ \ ■ / I ■ ■ ■ - --�I I // / 7/ I 11.IF THE NEED ARISES FOR ANY OFF-SITE BORROW OR SPOIL SITE DURING l - ■ CONSTRUCTION,SUBMIT A REVISION THAT DEMONSTRATES EROSION n / L 1 I "'.tr,�roat Setback`l -■ \ \\` \ ` - I I/ wo Fence cv // /// I// /// / / // / CONTROL FOR THE AREA AND ACCOUNT FOR THE ADDITIONAL ACREAGE IN c� (�I \ ( F` -, II \,// \ 35�ront Setbock �s r000ckt ■ l ■ I / (\11\ / 1 /� // /'/ / / // U 1 THE REVIEW FEE IF AN APPROVED SITE. / I ' \ \ I , / V ' / / / / / / 1 //�I ^1 / / \ \ ■ k' , '"I /\ 1 ■ �e 1 //J 35'FLent Retback ~ 1 I' / /-k J / /// // ) '1 I / 7■ A . �� i Iv- - PARCEL / a w CEL ID: 4648-17-0359 \y I \^LO,�,� I ■/ ( ROByERT M. SHERI�ILL&SUE / 1 / \- I PARC�L ID: 4648-0619.799 / I _�-� Tao ■ _ - `-� > •■ ' I / 1 1 l/�f -7 �/ / ///DB: 2iJ.4"SHER LL 24 / / Cf-'// /I/� G t/ L� W LOT 5 v 'e I 19 9 O SF ■ PraPaeea I /` / / DB'354 Pc: 472 / LEGEND % \ NATHAN C. &JUDITH L.1 / - a 9\ 1 / / I--I SEAMONE o,ey a 0.459 ACRES _ �o��ao� Lary,' 1 s / ZQ ED -/ // ci EXISTING DROP INLET 1,. \ DB: 931 PG: 1882/ I �\ , �- .■ / / / / / / / I"I gg \` T PB 6 E(Y 99'� I I 'ZONED R-20-^\ 1/-� ■ I a .458/ACRE9/19,966 / Structures` ° / / / W 5 \ excl des ossibl over) I W 0 PROPOSED DROP IL - "Westchester n - K ■ \ /a N / / / III ❑ \ ZONED R-20 I weemne CvI11 / ♦� PP / / �/ / Q„I ill EXISTING CATCH BASIN L l \ ete`I J I \ `��1 /' / ZONED R 20 / �/ / I / / / / " ii PROPOSED CATCH BASIN \I- Jam\ \ \ I I ® \- ^�.1 \ - _ \S-/✓\ \a ■ N) / (l /1� aill I l \ �// // 1�\\.�_/ i /A/� �G qS PROPOSED JUNCTION BOX I \1 -I IL _I ( / la I I` \ \ \ / / / / // Ownola/ / // I /, /'' / W E EXISTING PIPE �/ r\I �^ \ \ - \C ( )// `/DBB2:get :24:95 / / �/ A WWW m PROPOSED STORM DRAINAGE PIPE \-I� �1\ �, \\y) ( / /�i \ ? \\LOT 2 ` I ri �MN v / 0.O10 EAces17045E // /// 1- �� / / // U z r-1 (i'6ro - - - -790- - - - EXISTING CONTOUR I �, \/ `\\\ L to- 19,9,9O SF Residence 20,014 �SF�- / ,�, I s�°e'O r// / /-/ g PROPOSED CONTOUR \ \ � eaaaa \I� ` / / I / / / / // / O y r_, Z I ' 459 ACRES �p• j Dlar -0.459 ACRES v� r I l e E�tH o F+ �7soI v�Y v ....v QS,,� V v- v 1 / ` L ZONED R-2.O - ZONED\R 20 I--- / Q 1 i il . . PROPOSED CONSTRUCTION LIMITS I I \ / \^ / ` J:1- \t___ \ _ I Re 1I ( / 1 I / / / / / U 0 II r ❑ ❑ ❑ PROPOSED SILT FENCE 1 \1 �-' \ I `I - Rear setback a ■ �I-�`I�/ I -'` j `® \-aarenaosidence 1\ 1 / / 1 11 / / / /// //' [7�] F ;[.7�]J d ® PROPOSED SILT FENCE STONE OUTLET /> I I `( I `<% \ 35'Rear 5etbmp I� �� \ /\i I 1 j / 1 I I / / / // // ^ O i s� - yI - C / . / �� `v• is RRear Sem - 111 3� / I 1 ( )1 /1 I / v/// H W 0rrri PROPOSED WATTLE \ \!�\�_~ `�� `l /,\\ \\ �✓ /J / (/�. -�_.i� �.- �� - __/�\� �_ - / ��R°°�semaak�-/ / / U \\ I 1 I I / // ////�/ // W PROPOSED INLET PROTECTION \ l / / ) ///TPF ///TPF PROPOSED TREE PROTECTION FENCE \_\ L �-1 L `��' � y / \` \ _- _ ( \ \I I l (/ ( //// i 11 EI TD1 �TD1 TEMPORARY DIVERSION ^\- `\\--"-` -\\-\ \ \ \\ _ _ \ I3� _ `\'_-', _ -l/ () ._ \ II II I \\ (I / ///c \ \ '-\ I7 Pi 8 / c j -xxxxxxxxxxxxx- POROUS BAFFLE \\\� �\-_ \ \-�_\\�_ �� _ ��\ �� \ \ \ `7/ '/� I v7 �' `\ \ I / \ \ ;� I ) / t r C� SK-# SKIMMER BASIN \�( -� . - -/ \\` \� `` `��~`\._� \\/�\ �_ \��_. `` � \G-� - . T� / I 1 \ \ • i SBx 1 \` \ �..-\ - PARCEL L,D:`h6$8-27-3 61 \-\\ - I I I I 11 a ii ii SEDIMENT BASIN V A-� V -� ._ A -CORNELIU£FAMILY.` LC I J I Ii 11 1 1 I I /1 \\ 11 I 11 1 I \ v v vv --v Z �_ `v `BED: 197T PG: 668 \__ �� ^\ T I / / I I IV A A A/1 I I I o `-_L� - \�__N. �_.`_ \�. - \ \ ��\.\ \\\ \\NEd\RA / 1 \\ a �._��.'\ DENUDED LIMITS \ I ( / I I`/ \ \\ 1\ \ / ( / // / / ODTarch \ /- \� \ \ `\ / / / 1I I \ / / / / / a� )^z - _ ~ `- -� --- '\ \ \\ l\ \ \ / \) ) ( L,J / ` ' - / / 1 \\ \\\ \11 (// // L rRoaecr n:xoxa-000e DATE:s/z/z4 8� I) / DRAWN BY JAC CHECKED BY JAC wr■etttan�� 1 I N_ / I _ I( 1 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING v - A� V V ,' '_ / / ��i TIME EROSION& E. aSL TEDPRIORTOBE�INNINGCONSTRUCTION.IATE PARTIES AND ASSURING THAT UTILITIES - v- I �� ` \v vv v\\\ v- 1v - / / I �� 1 U�i/ SEDIMENT CONTROL ,,, 2. CONTRACTOR IS RESPONSIBLE FOR PLACING LAG MEN,ETC.,AS NECESSARY TO INSURE SAFETY. - \ \\ \ \ \ \\ 1 / I / PLAN PHASE 1 j DEPARTMENT OF TRANSPORTATION AND LOCAL MUNICIPALITIES. -_ --REPLACED ACCORDING TO STANDARDS OF THE NORTE CAROUNA r \ \ I \ \ / SHEET 03 PART 1020 SUBPART P,OR AS MENDED. 4. SHORWG WILL BE ACCORDING TO ENDNINDSTANDARDS C-3•o o U ,cea �� MAINTENANCE PLAN: CONSTRUCTION SEQUENCE: a 1 c Q N ON G y THE FOLLOWING MAINTENANCE PLAN SHALL BE FOLLOWED UNTIL THE SITE IS 1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM IREDELL d V,D m 2 COMPLETELY STABILIZED AFTER CONSTRUCTION.DURING CONSTRUCTION THE COUNTY. r/:�1� .Z m u D02 CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTION AND MAINTENANCE OF 2. AFTER OBTAINING APPROVAL OF EROSION CONTROL PLANS IT MAY BE ZF'�ti Q a G R rar CORNELIU y ALL EROSION AND SEDIMENT CONTROL STRUCTURES. REQUIRED TO APPLY FORNCGOICERTIFICATEOFCOVERAGE(COC) .-4.°2 MORGAN S RD t BEFORE ANY LAND DISTURBING ACTIVITIES CAN OCCUR.THE CERTIFICATE c9 B BLUFF Site 4 O 1. ALL EROSION CONTROL MEASURES SHALL BE CHECKED FOR STABILITY AND OF COVERAGE CAN BE OBTAINED BY FILLING OUT THE ELECTRONIC NOTICE O ZZ G Z OPERATION FOLLOWING ANY RAINFALL PRODUCING RUNOFF AND AT LEAST OF INTEND(e-NOI)FORM AT tleq.nc.gov/NCG01.PLEASE NOTE THE e-NOI RD Q 3 QO ONCE EVERY WEEK.ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY FORM MAY ONLY BE FILLED OUT ONCE THE SEDIMENT AND EROSION C Z O p SO THAT ALL EROSION CONTROL MEASURES ARE MAINTAINED AS CONTROL PLAN HAS BEEN APPROVED. y `O, Cc', pp DESIGNED. 3. ONCE COC HAS BEEN RECEIVED PROVIDE A COPY TO THE IREDELL COUNTY ^ C re al2. ALL SEEDED AREAS WILL BE FERTILIZED,RESEEDED AS NECESSARY,AND NATURAL RESOURCES DEPARTMENT AND SCHEDULE A PRE-CONSTRUCTION ,'0. a 0s W MULCHED IN ACCORDANCE WITH THE SEEDING SPECIFICATIONS IN ORDER CONFERENCE AT LEAST 48-HOURS PRIOR TO BEGINNING ANY LAND - - VICINITY MAP TO MAINTAIN A DENSE VEGETATIVE COVER. DISTURBANCE ACTIVITY. fTl N.T.S. 0 3. SEDIMENT DEPOSITS SHALL BE REMOVED FROM SEDIMENT FENCE AFTER 4. SET UP A ON-SITE PRE-CONSTRUCTION CONFERENCE WITH EROSION V EACH STORM EVENT OR SEDIMENT FENCE SHOULD BE REPLACED.THEY CONTROL INSPECTOR AT(704)832-2352 OF IREDELL COUNTY TO DISCUSS 0 MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY HALF THE EROSION CONTROL MEASURES. HEIGHT OF THE BARRIER.ANY SEDIMENT DEPOSITS REMAINING IN PLACE 5. FOR PHASED EROSION CONTROL PLANS,CONTRACTOR SHALL MEET WITH AFTER THE SEDIMENT FENCE IS REMOVED SHALL BE DRESSED TO EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE. CONFORM TO THE EXISTING GRADE,PREPARED AND SEEDED. 8. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF 4. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE ANY EROSION CONTROL MEASURES. REQUIRED BY IREDELL COUNTY. 7. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES. 8. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C.EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. PHASE1 GRAPHIC SCALE 1. CLEAR ONLY AS NECESSARY TO INSTALL EROSION CONTROL MEASURES IN THIS PHASE. 2. INSTALL CONSTRUCTION ENTRANCE AND SILT FENCE. I lu 6 3. INSTALL INLET PROTECTION ON EXISTING 18-IN CMP PIPE. - 4. CALL EROSION INSPECTOR FOR APPROVAL PRIOR TO BEGINNING FULL GRADING OPERATION. ( IN FEET) PHASE 2 1. ONCE PERMISSION IS GRANTED BY IREDELL COUNTY,GRADE ROADS AS HORIZONTAL 1 inch=30 ft. ♦ef CA".4N SHOWN. 2. CONSTRUCT STORM DRAINAGE. a 0.cL ('* 3. INSTALL TEMPORARY INLET PROTECTION ON ALL PIPE INLETS. t 0 1 4. SEED AND MULCH AREAS AS SPECIFIED. 5. INSTALL PAVEMENT. • 6. SEED AND MULCH AREAS AS SPECIFIED. '30918 7. CALL EROSION CONTROL INSPECTOR FOR APPROVAL TO REMOVE •r, MEASURES. - / /. / / �' - i/-- / < <[/j _- -" ' / - _ b�L9�GINE��iS i 1 v v A �/ a /111 �� _ / - ✓ �� // t ��v/ '+�/ANA�OP+gyp ICI �� V 1v �-•�/v \ I I \\ \ -/ �v_/�� AV // A/__, l� // c�A✓ i // 'I -11v// // /� �l� l ///�/� �� Y lg,2 N .s, • ____ \ 1 \ - !I PARCEL,I D: 46$-0�7975 1 \ AJ-1 ET / / \ V A P}{�CEL I�: 4648-0617853 / A r.�"�/ -LQT 35 1 / --/--_, l /^v///_ /_te n / '2 l///w� // /// // //� �/ z/ _ V L�TT 36 1 �� QUINTON L. S RREL, III & ��`-/ J ^ _-- , // I /^- /'' O r• // /^\\,'/ / /' / // / /� �l� V IQUINTON L. SO�RELL, III L7 DIANNE C SOR LL / v- -/ CC /r" / // /�� \\ \ DL4N.JtvE SORREL I` I DB: 941 PG: 771 21 \ 'PARCEL ID: 4648-07-7180 / /765� // I / Pe /// f I \4� // / /// / \ \ \DB: 2029 PG: 5 \ ` ( P�:-6 PG: 99 �� LOT 34--�, /� ✓^ / VYr / / / / / / l l/ / ROBERT&-IDERLY D VEIN -� O $ 1 ' / / / / \ PB: 6 FSG: 99 _ „ZONED- ^-_-^fl8�3054 PG: 1891 / /o // // i \ ED-R-2-0 1' \_,J / �\ �oNED ego �/ L f _ -�/ / / l v_/ / ! / \ \\`/ \ -.1 I� 1--�\ SILT FENCE OUTLET(TVP.)v \ , �- 785" -� -ZONED R-20 / // i I,/� I / / // ��-- '-��/// / 7. -/ \ / \ \ - SINGLE ROW SILT FENCE r/ �-�- -_-- -�- I /-' / �I / _/ /- / _ --// '/ / Z di EROSION CONTROL NOTES: -\ I ) ( ^lam \,� \ \ \_ \�-��o��---- \'/ / / /� �. dl' \_ / /o /� / /' /� r > w ----='11 -/ -`-^_ v - __ -/// / / / / I _/ _ /1. ON-SITE BURIAL PIT LOCATIONS MUST BE DOCUMENTED ON FINAL PLAT. /` T '`�\ \ _-- J --- /1/ // ^~ \ / / -CO 5 RUCTION ENTRANCE //^ �1 o2. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION \ - / /- _/'-'-' ' - f \ / /' /'-\_/ , ' -CONTROL PLAN IS A VIOLATION OF THE IREDELL COUNTY EROSION CONTROL \ \ 1 - p 1 R l _ L - _ \ORDINANCE AND IS SUBJECT TOA FINE. -I _, ' \ `o m' '7^!� _ � -/W B1aC earl_ILI: ane- ' / T.� lam\\ --1 -,� / o 3. NO MORE THAN20ACRESTOBEDISTURBEDATONETIME. / s [yyry'��. 11O 4. STABILIZATION IS THE BEST FORM OF EROSION CONTROL.TEMPORARY - C _-_ c ■_ ---■ - ` x.'� ■ -/ / /� ' \ /-- // SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE �j-' `a \ /�C) - �-� _ - ■ Z I --p- ■ -■ ".k / �� / ( \ t DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART a _ " `$+ ►,� / OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN. ' ` \-, A _� 10, l -I. // AP'. \ --- / /- j 5 ALL AREAS ARE TO BE SEEDED AND MULCHED AS SOON AS TREES/STUMPS - W'illi= ,. - � '�% 0 ARE REMOVED. N5°3139^a N6°0013'W o - \-792 6. / ( \`_ ) - R=150 00 0 p .99' - �- - `' INLET PROTECTION 0 �. �r \ - �� / 6 ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE _ \ =- r��9< L=30 19 �� 38 68' <-W _- r,-_ate" I - }' .,i. A ( \`- 4� // - / / 7 _ _ -792 \,D 226.88' � � O REQUIRED BY AREPRESENTATIVE OF THE STATE. _-�� --/ I i i /' �._ 7. MAXIMUM TEMPORARY GRADED SLOPES ARE 2:1.WHEN STEEPER SLOPES ` �� _ - I't ` Fj-II , W \ OD 4 �Mlt.%��r I '°� ` / / �' - _ / / m MUST BE USED,PLANS SHALL BE SEALED BY A GEOTECHNICAL ENGINEER c7r.� -- Rna _ 7411111111111 _ti; - f Fin - !� � y ,� W _� / /A - 6n FOR SLOPE STABILITY AND FINAL SURFACE STABILIZATION. I OF1E- _ _ - � ..7.........,„,.., 1 :70a, .y _"{{ I _ �__k, ` -� ��. /- -_--''r �HE� _ 9. ALL 8. ALL WORKIMPPERMANENT SLOPES STEEPER ACTING S UTHAN ST V SHALLOPRIA HAVE ERTE OSION \ SHE \I _ ■ ■ , .. - I ® - '. � �� _ t_ Ts.c_7-01-E_-'/ / i- //� f ) \ A=r-eHE _ ® �;_ s ��i<.�-�� HF - CONTROL MAT EQUIVALENT TO NORTH AMERICAN GREEN 575. 1 '`- ■ ■ ■ •- - 4721 _ /I / I / // I/ / 10.DE-WATERING OF THE WORK AREA DIRECTLY INTOASTREAM,CREEK, I / I 7 - ■ - - /HE / // 1� /8� / / / / .-WETLAND,ETC.IS PROHIBITED. I I/ G ( /�> > �A .. /11.IF THE NEED ARISES FOR ANY OFF-SITE BORROW OR SPOIL SITE DURING /�- -^ ■ \1/ .9 ■ a, // `Y \�\ ■ / (, '' ::- ■ ■ ^'I�I // / // / J�CONSTRUCTION,SUBMIT A REVISION THAT DEMONSTRATES EROSION I \ - ■ `_ // // /CONTROL FOR THE AREA AND ACCOUNT FOR THE ADDITIONAL ACREAGE IN //�� r \i"J~�c t Setback / / /_,THE REVIEW FEE IF AN APPROVED SITE. ( L 1 I `i ■ \ ` -\ ~- IJ ' ( I/ �� wFence• cv // / I //// / 1■ .,'/ 3taa�maek 35'Fra•,t ■�l ■ / :::: (�Il / / // // / / U Setback .1 / / / / V I I / / v `- ■ • �!. // 3s F t Betback `� 1 ( I/ wiji /-7 / // /// ) �i/ �\I/ �\ \ �� IMEMI2� ` / i )\-\ - J I PARCEL ID: 4648-17-0359 6p8 �(/ // l y I I ■/ ( ROB,ERT M. SHERIILL&SUE / C/] I ,_ PARC�L ID: 4648-06-9799 / I _� I.■ LOT - F ■ . ) / I I / ) / / /DB: iJ.4'SHER LL 249 / / G /! // L^ Z I-I i p I 19,9 0 SF PraPasea DB 354 Pc: 4 2 / / E LEGEND \-\ LOT 5 \ / I -� o = I h \ ■ I / /` / / / \ NATHAIt✓ C. &JUDITH L.) / 111 Pt-I EI SEAMONE iga3renaea ` \1 -(gyp EXISTING DROP INLET I \ %C ago" ` O 1 I-- ' ZQ�� ""° DB: \s3. PG: 188DITH L. / II Oea� I 0.459 ACRF,S R / oi W PROPOSED DROPINLET \ ``1 S `ZOL�IED R-2o-^ l�'� ■ I ..■..458/ACRE9/�19,966 /' / ,Tr,,,, / // // _^ 1 ZONED R-20 wesmbe H l ■ \ /`^ excl des¢ossibl over) p / I wstraatua/ / -/ /) Q+ EXISTING CATCH BASIN ) este�l L/ / _ h/ / / / /i / O ili • I 11 I °/ I I ^■ I /( / ZONED R- 0 I ii PROPOSED CATCH BASIN \I \_- \ la \\ / / / ° I I /~ / //r'� / / S PROPOSED JUNCTION BOX \ - /� \_ \ t 4 ) (J / I '� / / ' M F+1 O E w ( la I �■I� ��.-/ I / o e� / F�i o-o Q EXISTING PIPE I I - \-- G 1 / ,�8:JSa P a72 / / ( \ F "+ �\ �-� \�, / v �� J �v \v • I111/1111110 ) 1 /os:zna Pzaes / / Cn x � PROPOSED STORM DRAINAGE PIPE 1 �.' �I ) ( "7 T.�T J"ILr'11�� 1 1 --u --LOT \ �__ ) o.mssda�R�/ioa sF / // �l� -' 19� U°z ~ w -7g, - - _ EXISTING CONTOUR ')" \ \ /1 I �I� �G. R o IL 'L \7J�-1` // I ) A /l / �i /8 / Z 6 PROPOSED CONTOUR ( I \" / \ \ L - 19'90 SF TTT"rrr�� "Ciareaaaoa" 20,014 �� '1' I I Fauna / I� ( / / 0 Q FFFr_,III U o 7so I 459 AR ES v I es eyt 1 / / F+1 71 PROPOSED CONSTRUCTION LIMITS `\ , \ �I \ ^�N - \ \I-``-Q \59 ACRES \_\ \ 6�t // i \ / / / // O 0 Q m 1-v I NED R�0 I ` �v aoo_ ZONEDvH 20 Propose� / Il / / / 0 v1°9 C!) ❑ ❑ ❑ PROPOSED SILT FENCE 1 \ \ \n\ I R-� ar j a ■ 1(\ L-----,-\ _, ® \"aarenao I ) / / l 1 // // F'I - W 'U® PROPOSED SILT FENCE STONE OUTLET 1) I 1 ) `1 I )`s �)setback 1 /.� � \ \ \) / 1 I ( / / // W aO ,.,/ ° / 1 35'Rear Setback \=mob /\i 1 I I / / L F+-1 ` PROPOSED WATTLE .\-\ \\ / / !/ f/ ✓ T - ....... y L `-35'Rear Setboc - / / I / 11 II / / / C�' 1 r�l w I \ ) / V// F+1 n 0 � � �� ( \ \ �// /`�-�-.ice ��I _�/ \_ 35'ReO Setback ) �J \ I I I / / / / / PROPOSED INLET PROTECTION '- ` I iiiaaa 1 -- I\ I / / / IIITPF ///TPF ll` \ / --�\ �\ .` -� 00 / ! ( h/ \ I I / // / �( �1 PROPOSED TREE PROTECTION FENCE -\\\ L\ `- L _( �- \ _ TII- (/` - `_` _- _t f o \ 7 I / / ` a TD1 �TD1 TEMPORARY DIVERSION \\^\_ \\\` �\ \\ `� y ` \L �� \�� - I �1 _I. �--_ _J - - I \ \ ) 1 \/ I/ / / rZ z E -x-x-xxxxxxxx-x-x-x- POROUS BAFFLE �- ��\ �_`` \ '� \ -A. - �� _�-\\ l\-�� }` __ . _ �, / /---� -/ (I\�� _/ ._ \ I\ II 1 II w \\ Il I /�/ tvL, P SK-# SKIMMER BASIN \`\ - 4_ _`\ \` \ -1 .?_ / ( 1 o I '� \ \I I ^� ii v 39-# SEDIMENT BASIN $_ - .-v-1 _ >yS` \'_' �- �- PAR�r `h67k8- \ I I \ m 1 \ \l I 1 1 \ F�1 \ 90 \- 1 -^ 27-3�,61 -\ - 1 J I I $ 1 0 11 I \ 1 \ I 11 I 11 5. V ,. 1 - v CORNELIUS FAMILY,�tLC, •- -\ `\ \\ ^ _\- � - Z \� -\ 'DE 197TPG: 668 \ ^--^ -�,/'\ 1 1 / el I \ \ \ \/l 1 I `- `\ \\ \ \\ ��\ -' `�\ \\ \ZONEd\RA \ �_\ �.� �._��."� DENUDED LIMITS \ I / / I /\ \ \ I I ) / OT L�aria 8� \ 1^l ^-^_ `- -� --- '\ _ -\ ^\ \\ 1\ \ \\ / (0& `\$ „ 1 ( GJ ` / - \I \\ \\ \/ \I\ (//// / _ PROJECT n:xoxa-000b Dare:3/2/24 . Jo h n� �-�� `" __ �. ' - \\ `L\ \ \ \ / l r (.\ /I 1 I \ / 1 \ \ \ 1 1)) // DRAWN BY:JAC CHECKED BY:JAC -> \ \ - / I I TIME EROSION& N APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES LOCATED PRIOR TO BEGINNING CONSTRUCIION. \ i ` r i SEDIMENT CONTROL 2 COco NTr, FLAG RACTORSR RESPONSIBLE NSsAEFOR Y TO�u SAFETY. USING1,1 ( ��/ PLAN PHASE 2 A- a REPLACEDNTOFTRIGTOSTANDRDSOFTN AND crENORTaCAROUN c I ALL PAVEMENT CUTS.CONCRETE OR ASPHALT.ARE TO BE // \\ \�\\ \'\ \."71 /`-/ SHEET 59, PART,B2s SUBPART P,ORASAMENDED. A SHORWG WILL BE ACCORDING TO ENCNINGSTANDARDS C-3.1 13 Tom/, a TEMPORARY SEEDING FOR WARM AND COOL SEASON MAINTENANCE NOTES: MAINTENANCE NOTES: ; Q� EARLY SUMMER SEASON STEEP SLOPES N Os Q 1. FILTER BARRIERS SHALL BE INSPECTED BY THE 1. STONE OUTLETS SHALL BE INSPECTED BY THE SEDIMENT CONTROL STONE ] V d.. SEEDING 40 LBS/ACRE OF GERMAN MILLET 120 LBS/ACRE RYE(GRAIN) FINANCIALLY RESPONSIBLE PARTY OR HIS FINANCIALLY RESPOSIBLE PARTY OR HIS ON TOP OF FILTER FABRIC LL Z �MIXTURE 80 LBS/ACRE OF TALL FESCUE 80LBS/ACRE TALL FESCUE AGENT IMMEDIATELY AFTER EACH RAINFALL AND STEEL POST DESIGNATED AGENT W ITHIN 24 HOURS AFTER (MIRAFI 700X OR APPRQUAL) "W. 1"I"1 , RAT LEAST DAILY DURING PROLONGED RAINFALL. EACH RAIN EVENT EXCEEDING 1/2•(DAILYSEECHART ANY REPAIRS NEEDED SHALL BE MADE WOVEN FILTER FABRIC DURING PROLONGED RAINFALL PERIODS)AND '-4 g 8 SEEDING MAY 1-AUGUST 15 OCTOBER 25-DECEMBER 30 STEEL POST [� '•"j E DATES IMMEDIATELY. AT LEAST WEEKLY REGARDLESS OF RAINFALL z y I REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. BETWEEN DECEMBER 30-FEBRUARY 15,ADD 50 CLEANING AND MAINTENANCE NEEDED SHALL BE z LBS/ACRE OF ANNUAL KOBE LESPEDEZA. 2. SHOULD THE FABRIC DECOMPOSE OR BECOME i PERFORMED IMMEDIATELY. INEFFECTIVE PRIOR TO THE END OF THE APPLY 4000 LBS/ACRE STRAW OR EQUIVALENT APPLY 4000 LBS/ACRE STRAW OR EQUIVALENT EXPECTED USABLE LIFE AND THE BARRIER STILL 4/i ;;IwEgln.u.z: m 2. SEDIMENT DEPOSITS SHOULD BE REMOVED6HYDROSEEDING. HYDROSEEDING. IS NECESSARY,THE FABRIC SHALL BE REPLACED "' iO� AFTER EACH STORM EVENT AND DISPOSED OF IN SILT FENCEyaPROMPTLY. y9V'I AN APPROVED LOCATION.ANY CONTAMINATED V EU T' STONE ON THE FACE OF THE OUTLET SHALL BESILT FENCESEEDING APPLY LIME AND FERTILIZER PER SOIL TESTS,OR 2000 APPLY LIME AND FERTILIZER PER SOIL TESTS,OR 2000 3. SEDIMENT DEPOSITS SHOULD BE REMOVED _--= REMOVED AND REPLACED WITH CLEAN WASHED w AMENDMENTS LBS/ACRE LIMESTONE AND 750 LBS/ACRE 10-10-10 LBS/ACRE LIMESTONE AND 750 LBS/ACRE 10-10-10 AFTER EACH STORM EVENT OR SILT FENCE =TI,'" `rLl=l�lLl l STONE. HARDWARE CLOTH 1 FT.OVERLAP SILT FENCE CI I r ri FERTILIZER. FERTILIZER. SHOULD BE REPLACED.THEY MUST BE REMOVED ON WIRE FENCE AND HARDWARE CLOTH V`l v WHEN DEPOSITS REACH APPROXIMATELY HALF THE HEIGHT OF THE BARRIER.ANY SEDIMENT ANCHOR T NOTES: TOP VIEW DEPOSITS REMAINING IN PLACE AFTER THE SILT ��/�-111, SEEDING SCHEDULE(SEASONAL) 4 MIN.WIDTH SKIR FENCE IS REMOVED SHALL BE DRESSED TO 1. SEDIMENT CONTROL STONE SHALL BE NO.5 OR (W)WIDTH OF OPENINGS GENTLE SLOPES STEEP SLOPES CONFORM TO THE EXISTING GRADE,PREPARED NO.57 STONE. FOR SILT FENCE OUTLETS: SEEDING 80 LBS/ACRE OF TALL FESCUE 100 LBS/ACRE TALL FESCUE AND SEEDED. _Irrl/I MIXTURE 30 LBS/ACRE SERICEA LESPEDEZA 2. STONE OUTLETS TO BE USED AT ALL LOW WIDTH DRAINAGE AREA (UNSCARIFIED AFTER AUGUST 15) POINTS IN SILT FENCE RUNS. 8 FT 2 AC. 10 LBS/ACRE KOBE LESPEDEZA VARIABLE AS DIRECTED BY THE ENGINEER 8 FT 3 AC. GENERAL NOTES: WOVEN FILTER FABRIC (8'MAX.SEE GENERAL NOTE 8.) HARDWARE CLOTH 10 FT 4AC. ON WIRE FENCE 12 FT SAC. SEEDING FALL:AUGUST 25-OCTOBERI5 FALL:AUGUST 25-OCTOBER15 77 DATES LATE WINTER:FEBRUARY 15-APRIL 15 LATE WINTER:FEBRUARY 15-APRIL 15 1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32"IN WIDTH AND SHALL HAVE A MINIMUM OF 6 WIRE FENCE TO EXTEND SPRING SEEDING INTO JUNE, TO EXTEND SPRING SEEDING INTO JUNE, LINE WIRES WITH 12"STAY SPACING. •\ ADD 15 LBS/ACRE HULLED BERMUDAGRASS ADD 15 LBS/ACRE HULLED BERMUDAGRASS HARDWARE CLOTH SILT FENCE 2. WOVEN FILTER FABRIC BE USED WHERE SILT ON WIRE FENCE OVERSEEDING OF KOBE LESPEDEZA OVER OVERSEEDING OF KOBE LESPEDEZA OVER FENCE IS TO REMAIN FORA PERIOD OF MORE I FALL-SEEDED TALL FESCUE IS VERY EFFECTIVE FALL-SEEDED TALL FESCUE IS VERY EFFECTIVE THAN 30 DAYS. �� 3. STEEL POSTS SHALL BE 5 0"IN HEIGHT AND BE �___ • I -1- 1 ^O��wCq rr�bn', SEEDING APPLY LIME AND FERTILIZER PER SOIL TESTS,OR APPLY LIME AND FERTILIZER PER SOIL TESTS,OR OF THE SELF-FASTENER ANGLE STEEL TYPE. 2 p�,QL��'T`G 0 9 AMENDMENTS 4000 LBS/ACRE LIMESTONE AND 1000 LBS/ACRE 4000 LBS/ACRE LIMESTONE AND 1000 LBS/ACRE 0 I- 1 1.. 1,1 1,1-1 I III III11, 11. I„I. I 1 III I-11-1= 1 1'-fi"MIN. r� _ -U`�' `� IIIIII III III III=III J I�=I III- III-III- '/ 10-10-10 FERTILIZER. 10-10-10 FERTILIZER. 4. BURY SKIRT WITH COMPACTED SOIL, q 11 � �-- - - -T - I IAT1 (� 'y 1, _ -1 I=III 1411 11 II � =I�=1IIIII--III=- -I-III-I i 5. TURN SILT FENCE UP SLOPE AT ENDS. n r, :'-1' -11111m11111 m1=I1'- -11-1 7 111-111=�f�I-= -� •• ' NOTE 1 H - -11I=11-' 1TI�11-11I_I11 - 1'E"MIN. TSB • GROUND COVER: PROTECTIVE COVER MUST BE ESTABLISHED ON ALL DISTURBED AREAS WITHIN 14 CALENDAR / SEDIMENT CONTROL STONE DAYS AFTER LAND DISTURBING ACTIVITY IS COMPLETED OR HAS TEMPORARILY CEASED. 6. WHEN FABRIC IS USED WITH WIRE MESH 8' ON TOP OF FILTER FABRIC - - - . !(7a: CENTERED POSTS MAY BE USE. 4 y �QfNE� .t NOTE 2 (MIRAFI 700X OR APPROVED EQUAL) 4. GRADED SLOPES AND FILLS: PROTECTIVE COVER MUST BE ESTABLISHED ON ALL GRADED SLOPES AND FILLS WITHIN 14 CROSS SECTION FRONT VIEW \``liAN A.C�..O]1k�1 CALENDAR DAYS AFTER A PHASE OF GRADING IS COMPLETED OR HAS TEMPORARILY CEASED. .BR...6e i.,1 SEEDING SCHEDULE TEMPORARY SILT FENCE SILT FENCE STONE OUTLET �j (J WOOD STAKE GENERAL NOTES: WATTLE NOTES: NOTES: 1. WATTLES MAY BE USED IN SLOPING DITCHES OR WOOD STAKE TO ONLY 1. GRAVEL PAD TO BE A MINIMUM 18.W x 100'L AND 1. CLASS OR MEDIAN SIZE OF RIPRAP,LENGTH, CHANNELS TO SLOW VELOCITY OR TO CREATE SEDIMENT PENETRATE NETTING 6"THICK STONE SHALL BE RAILROAD BALLAST WIDTH,AND DEPTH OF APRON PER RIPRAP STRUCTURE PIPE d.RIP RAP L W t CLASS TRAPS. (2-3"MINIMUM)ON FILTER FABRIC STABILIZATION APRON DATA BLOCK SHOWN BELOW. DESIGNATION DIAMETER STONE SIZE / i I MAT. 2. REFER TO THE NORTH CAROLINA PE-1 18 6 11 13 15 B i TOP OF BLANKET 2. ENTRANCE(S)SHOULD BE LOCATED TO PROVIDE SEDIMENTATION AND EROSION CONTROL PE-315 6 8 9 15 B �I j FOR MAXIMUM UTILIZATION BY ALL MANUAL FOR RIP RAP APRON DESIGN - I CONSTRUCTION VEHICLES. STANDARDS. PE-5 15 6 8 9 15 B �..� PE-6 15 6 8 9 15 B m y - 3. ENTRANCE MUST BE MAINTAINED IN A 3. RIP RAP SHOULD EXTEND UP BOTH SIDES OF FLOW CONDITION WHICH WILL PREVENT TRACKING OR THE APRON AND AROUND THE END OF THE PIPE V A6�21.X0 7�I 8*.24,'0,XS DIRECT FLOW OF MUD ONTO STREETS. OR CULVERT AT THE DISCHARGE OUTLET ATA \ / I�/\/ /�j PERIODIC TOP DRESSING WITH STONE WILL BE MAXIMUM SLOPE OF 2:1 AND A HEIGHT NOT LESS �\" //� ��\\\/ THAN TWO THIRDS THE PIPE DIAMETER OR ",,'\, , \ � 5 CULVERT HEIGHT. CHANNEL \A\ \\\ �%/ NECESSARY. Q BOTTOM I I i 4. ANY MATERIAL WHICH STILL MAKES IT ONTO THE ? ROAD MUST BE CLEANED UP IMMEDIATELY. 4. THERE SHALL BE NO OVERFLOW FROM THE END NATURAL GROUND 1.. W STAPLE ALONG i 1ptl, OF THE APRON TO THE SURFACE OF THE EDGE OF BLANKET 5. D b _ _ WHEN NECESSARY,WHEELS MUST BE CLEANS RECEIVING CHANNEL.THE AREA TO BE PAVED W TO REMOVE SEDIMENT PRIOR TO ENTERING OR RIP RAPPED SHALL BE UNDERCUT SO THAT g. 1 PUBLIC STREETS.WHEN WASHING IS REQUIRED, T THE INVERT OF THE APRON SHALL BE AT THE U11 III - i IT SHALL BE DONE ON AN AREA STABILIZED WITH r -\ SAME GRADE(FLUSH)WITH THE SURFACE OF 2 2 - Ill= ,f 9'STRAW WATTLE APPROVED SEDIMENT TRAP/BASIN. AN C EWALL AT THE SHALL - • ... ... I. _ • DOWNSTREAM END. _ CRUSHED STONE WHICH DRAINS INTO _ WOOD STAKE •, 6. 5 _ q THE RECEIVING CHANNEL.THE APRON �I I� c HAVE OR TO I- _ �� 1ENTRANCES SHALL BE INSTALLED AT ALL POINTS o = III'= THE WIDTH OF THE END OF THE APRON SHALL BE OF INGRESS 8 EGRESS UNTIL SITE IS STABILIZED, EQUAL TO THE BOTTOM WIDTH OF THE - :: 1 MAINFREQ ENTICE S BEF PROE DEVICE AND TIMELY �N0' MAINTENANCE MUST BE PROVIDED. AB RECEIVING CHANNEL.MAXIMUM TAPER TO -4"Y.5 WASHED STONE 2"-3"COARSE AGGREGATE RECEIVING 5:1. RIP RAP O z LAYER OF FILTER FABRIC 6. ALL SUBGRADE FOR STRUCTURE TO BE (MIFAFI 140N OR APPROVED EQUAL) -• .•.•. ''' COMPACTED TO 95%OR GREATER. SECTION B-B GEOTEXTILE WOVEN ` 1414 '.!Qlj-�' ..," EQUIVALENT TO MIRAFI SUUX 7. THE PLACING OF FILL,EITHER LOOSE ORT'�' 1 •• • • COMPACTED IN THE RECEIVING SHALL NOT BE ''; ALLOWED. oN110 SPACING: PLAN 8. NO BENDS ORCURVES INTHE HORIZONTAL !•1SLOPES>1%=14tlALIGNMENT OF THE APRON WILL BE PERMITTED. \ �•/-'-' SLOPES I%-1.5%=TO 9. FILTER FABRIC SHALL BE INSTALLED ON 1 CHANNEL BLANKET SLOPES 1.5%-2%=50 COMPACTED SUBGRADE PRIOR TO PLACEMENT 11 z 1--1 SLOPES 2%-2.5%=35 OF RIP RAP. 60 "\`,'-`_:j-1 ce.'.• SLOPES 2.5%-3%=30' - _ - 1 STAPLE ALONG SLOPES 3%-5%=20' 10. OVERLAP FILTER FABRIC BY 12 INCHES AND +u�T 5: EDGE OF BLANKET SLOPES>796 N=116 5 5 SPACE ANCHOR PINS EVERY 3 FEET ALONG THE iY'. 1-d SLOPES>]%=1tl 1'MIN. }' H•H STAKES TO BE PLACE OVERLAP.BURRY THE UPSTREAM END OF THE 1'MIN. FILTER FABRIC LAP 0 L� AT TOE OF SLOPE FABRIC A MINIMUM OF 12 INCHES BELOW (IF NEEDED) C� (ROTH SIDES) GROUND.BURRY THE DOWNSTREAM END A WATTLE TEMPORARY CONSTRUCTION ENTRANCE MINIMUM OF SIX INCHES. RIP RAP APRON CiD W W 5 A 12" - - O 1. PREPARE SOIL BEFORE INSTALLING ROLLED 6. ADJACENT RECP'S MUST BE OVERLAPPED B CRITICAL POINTS NOTES: LINING wJ EROSION CONTROL PRODUCTS(RECP'S), APPROXIMATELY 2,5•(DEPENDING ON RECP'S II t IW/�1� qqS INCLUDING ANY NECESSARY APPLICATION OF TYPE)AND STAPLED. A. OVERLAP AND SEAMS � \\ m 1. TEMPORARY LINING C75BN,C125BN,P300 SHALL 1 PC1I"'"I E LIME,FERTILIZER,AND SEED. /�J\lt, H/ BE NORTH AMERICAN GREEN OR APPROVED K 7. IN HIGH FLOW APPLICATIONS,A STAPLE B. PROJECTED WATER LINE L �\ � EQUAL. a / 1 in,M ° NOTE:WHEN USING CELL-O-SEED DON NOT CHECK SLOT IS RECOMMENDED AT 30 TO 40 (1 2. STRAW SHALL BE TACKED DOWN WITH SPRAYEDCf)0 K `' SEED PREPARED AREA.CELLA-SEED MUST FOOT INTERVALS.USE A DOUBLE ROW OF C. BOTTOM/SIDE SLOPE VERTICES C I `/ } O TACK COAT. O {i BE INSTALLED WITH PAPER SIDE DOWN. STAPLES STAGGERED 4"APART AND 4"ON � �/ .� (J� 8" 3. SEE WATTLE DETAIL FOR WATTLE SPACING. B U - w CENTER OVER ENTIRE WIDTH OF CHANNEL C » • • • • • y '� 5 2. BEGIN AT THE TOP OF THE BY ANCHORING .. ..... . . . . - - . 8Z� s THE RECP'S IN A 6"DEEP X 6"WIDE TRENCH 8. THE TERMINAL END OF THE RECP'S MUST BE NOTE: .• •• •• �'.'.':.•.'.'r'' _-LL. �/ \ III Fes,O W r2, WITH APPROXIMATELY 12"OF RECP ANCHORED WITH A ROW OF STAPLES/STAKES _ -�.-`,`,` �r \\�TA// // V16 FILTER FABRIC 0 H I/��I m OFTTHE ERENCH.D BEYOND ANCHORT HE RECP'S WITH PORTION APPRWIDEOTRENCTH.LY 12"BACKFILL LRT ANID COMPACT THE G SHOULD BE ALTERED NECESSAAL STAPLE RY TONAL OW STAPLES TO I' .'.'.'.'.'.' LL LL �I7" ICI//\ \/\\\� \\�j\�j\I•N,m (USE WITH RIP RAP) U 0 Q - m A ROW OF STAPLES/STAKES APPROXIMATELY TRENCH AFTER STAPLING. SECURE THE CRITICAL POINTS ALONG SURFACE. Ii' /�� !( ( // F K 12"APART IN THE BOTTOM OF THE TRENCH. . '�� / �'n L( O W BACKFILL AND COMPACT THE TRENCH AFTER NOTE: •• � '':.::...:: �J .�'� / \\// 44 Q e IN LOOSE SOIL CONDITIONS,THE USE OF STAPLE . �1 ( F+'I STAPLING.APPLY SEED TO COMPACTED SOIL "IN LOOSE SOIL CONDITIONS,THE USE OF OR STAKE LENGTHS GREATER THAN 6"MAY BE ^^^^^I a AND FOLD REMAINING 12"PORTION OF RECP'S STAPLE OR STAKE LENGTHS GREATER THAN NECESSARY TO PROPERLY ANCHOR THE RECP'S. \� •_• _ - BACK OVER SEED AND COMPACTED SOIL. 6"MAYBE NECESSARY TO PROPERLY /\ .` ( !� ^^ DIVERSION DITCHES _ W ,6 SECURE RECP'S OVER COMPACTED SOIL WITH ANCHOR THE RECP'S. �l\//%\/%p• - - �( �� ( ( 2 YR A ROW OF STAPLES/STAKES SPACE .\\\f�� • \\� ''' ( O Drainage Area 10YR Intensity Depth Bottom Temp. Perm. •�/1 APPROXIMATELY 12"ACROSS THE WIDTH OF O .A\\\�\/\ ) -- ( Channel ID C Value Intensity QZ(cfs) Q1tl(cfs) Slope% 1--1 �y o m THE RECP'S. _ //\ O� 0 (Acres) (in/hr) (in/hr) (ft) Width Lining Lining a x 2 3. ROLL CENTER RECP'S IN DIRECTION OF C 0 0 0 0 ^.� O -- � z ° WATER FLOW IN THE BOTTOM OF CHANNEL. \//\\ - �'^.�^ ��/\\,',',', ROAD 0.76 0.5 5.42 7.00 2.06 2.66 3.30 1.5 0 575 Grass 0 1 oRECP'S WILL UNROLL WITH APPROPRIATE C 0 0 0 0--}fSIDE AGAINST THE SOIL SURFACE.ALL RECP'S MUST BE S CURELY FASTENED TO C 0 0 0 J \ /%// 0 a (' SOIL SURFACE BY PLACING STAPLES/STAKES a Z �' /�/�\jO \\ ` I""I 5 IN APPROPRIATE LOCATIONS AS SHOWN IN C 0 0 0 u THE STAPLE PATTERN GUIDE.WHEN USING i r/\/\ \j\\� -- - THE DOT SYSTEM,STAPLES/STAKES SHOULD C 0 0 0 . ,,•I\\\/\\ '' �� ` ` m BE PLACED THROUGH EACH OF THE COLORED `_1�{\\ �'� /j\\ - E DOTS CORRESPONDING TO THE C 0 0 0 V ~�\\ LL • • •APPROPRIATE STAPLE PATTERN. SEAM STICH O 0 C O O O J 4. PLOSEUECP'S D VED PROJECT 0:2024-0006 DATE:8/9/24 (SINGLEACEC STYLN E)C WITHTIVE AR 4"-6"OVERLAP.EN O R USEENA C 0 0 0 0 DOUBLE ROW OF STAPLES STAGGERED 4" DRAWN BY:JAC CHECKED BY:JAC p APART AND 4'ON CENTER TO SECURE RECP'S C 0 0 0 0 TITLE EROSION& a 5. FULL LENGTH EDGE OF RECP'S AT TOP OF - 20• `� SIDE SLOPES MUST BE ANCHORED WITH A SEDIMENT CONTROL j ROW OF STAPLES/STAKES APPROXIMATELY 3.4 STAPLES PER SQUARE YARD f 3.3• ♦ 12"APART IN A 6"DEEP X 6"WIDE TRENCH. DETAILS BACKFILL AND COMPACT THE TRENCH AFTER STAPLE PATTERN GUIDE"D" STAPLING. SHEET g'WIDE ROLLS m TEMPORARY LINER INSTALLATION DIVERSION DITCH C-3.2 lig N TAPr GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE ONSITE CONCRETE WASHOUT 1- i F z d THE NCGO1 CONSTRUCTION GENERAL PERMIT STRUCTURE WITH LINER Zp a o R 1. Maintain vehicles and equipment to prevent discharge of fluids. a a 8 Implementing the details and specifications on this plan sheet will result in the construction -+. ;-ram S •+•• z I 2. Provide drip pans under any stored equipment. , _ _ _ , ,, qp� r activity being considered compliant with the Ground Stabilization and Materials Handling �•�•�1 v''"'"" i;•_•_ _;iT " ��L. Oi1 3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the . _ ,,,,, ir!'""poi F sections of the NCG01 Construction General Permit(Sections E and F,respectively). The project. �i n. li ,':oi %i c permittee shall comply with the Erosion and Sediment Control plan approved by the ,d -„ .� iri•",•�oi - L H �� delegated authority having jurisdiction.All details and specifications shown on this sheet 4. Collect all spent fluids,store in separate containers and properly dispose as M i'Ll•Z•",Ij -� g'''''f#"a W may not apply depending on site conditions and the delegated authority having jurisdiction. hazardous waste(recycle when possible). r/� g 5. Remove leaking vehicles and construction equipment from service until the problem '^`a "s �' V v'�.e`ava s�.0 wows R�.4 ma r rwn ari SECTION E:GROUND STABILIZATION has been corrected. I I .• "6"'"" `w: �T� 6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products w:c . '7`7 �3NP I"1 Required Ground Stabilization Timeframes - aea OS .oQ to a recycling or disposal center that handles these materials. r�;> ..MS Stabilize within this " many calendar Tlmeframe variations WI nW raA 4AfiiT�TsrrrPVC AVEB GRAD4,t�rr TTRwrnier Site Area Description days after ceasing LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE land disturbance 1. Never bury or burn waste. Place litter and debris in approved waste containers. /�/� (a) Perimeter dikes, 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash CONCRETE WASHOUTS w swales,ditches,and 7 None receptacle)on site to contain construction and domestic wastes. 1. Do not discharge concrete or cement slurry from the site. perimeter slopes 3. Locate waste containers at least 50 feet away from storm drain inlets and surface 2. Dispose of,or recycle settled,hardened concrete residue in accordance with local r1.H"cq (b) High QualityWater waters unless no other alternatives are reasonably available. and state solid waste regulations and at an approvedQ` 7 None g facility. 2p•o (� (HOW)Zones 4. Locate waste containers on areas that do not receive substantial amounts of runoff 3. Manage washout from mortar mixers in accordance with the above item and in 7 from upland areas and does not drain directly to a storm drain,stream or wetland. additionplace the mixer and associated materials on impervious barrier and within (c) Slopes steeper than If slopes are 10'or less in length and are p Q,; 5. Cover waste containers at the end of each workdayand before storm events or lotperimeter silt fence. .0 30818 + 3:1 7 not steeper than 2:1,14 days are .y �QI �4�� allowed provide secondary containment. Repair or replace damaged waste containers. 4. Install temporary concrete washouts per local requirements,where applicable. If an `•:�yqN A�.P+e 7 days for slopes greater than 50'in 6. Anchor all lightweight items in waste containers during times of high winds. alternate method or product is to be used,contact your approval authority for •'•••••1,�.7A length and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow. Clean up immediately if review and approval. If local standard details are not available,use one of the two -7 days for perimeter dikes,swales, containers overflow. types of temporary concrete washouts provided on this detail. (d) Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HQW 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk Zones 9. On business days,clean up and dispose of waste in designated waste containers. sections. Stormwater accumulated within the washout may not be pumped into or -10 days for Falls Lake Watershed discharged to the storm drain system or receiving surface waters. Liquid waste must • -7 days for perimeter dikes,swales, PAINT AND OTHER LIQUID WASTE be pumped out and removed from project. ,perimeter slopes and HOW Zones 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands. 6. Locate washouts at least er0 feet from storm drain inlets and surface waters unless it ditches (e) Areas with slopes can be shown that no other alternatives are reasonably available. At a minimum, o flatter than 4:1 14 -10 days for Falls Lake Watershed unless 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface install protection of storm drain inlet(s)closest to the washout which could receive there is zero slope waters unless no other alternatives are reasonably available. spills or overflow. Note:After the permanent cessation of construction activities,any areas with temporary 3. Contain liquid wastes in a controlled area. 7. Locate washouts in an easily accessible area,on level ground and install a stone ground stabilization shall be converted to permanent ground stabilization as soon as 4. Containment must be labeled,sized and placed appropriately for the needs of site. entrance pad in front of the washout. Additional controls may be required by the practicable but in no case longer than 90 calendar days after the last land disturbing 5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from approving authority. activity. Temporary ground stabilization shall be maintained in a manner to render the construction sites. 8. Install at least one sign directing concrete trucks to the washout within the project surface stable against accelerated erosion until permanent ground stabilization is achieved. limits. Post signage on the washout itself to identify this location. PORTABLE TOILETS 9. Remove leavings from the washout when at approximately 75%capacity to limit GROUND STABILIZATION SPECIFICATION 1. Install portable toilets on level ground,at least 50 feet away from storm drains, Stabilize theground sufficientlyso that rain will not dislodge the soil. Use one of the componentsow events.when Replace the uncttarp,snal. Whenbag or other temporarytistructural proprietary rpl E g streams or wetlands unless there is no alternative reasonably available. If 50 foot no longer functional. utilizing alternative or pr o techniques in the table below: offset is not attainable,provide relocation of portable toilet behind silt fence or place products,follow manufacturer's instructions. z i Temporary Stabilization Permanent Stabilizationon a gravel pad and surround with sand bags. 10. At the completion of the concrete work,remove remaining leavings and dispose of •Temporary grass seed covered with straw or • Permanent grass seed covered with straw or 2. Provide staking or anchoring of portable toilets during periods of high winds or in high in an approved disposal facility. Fill pit,if applicable,and stabilize any disturbance other mulches and tackifiers other mulches and tackifiers foot traffic areas. caused by removal of washout. •Hydroseeding •cieotextile fabrics such as permanent soil 3. Monitor portable toilets for leaking and properly dispose of any leaked material. •Rolled erosion control products with or reinforcement matting Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace U without temporary grass seed • Hydroseeding with properly operating unit. a •Appropriately applied straw or other mulch •Shrubs or other permanent plantings covered HERBICIDES,PESTICIDES AND RODENTICIDES '-� •Plastic sheetingwith mulch 1. Store and apply herbicides,pesticides and rodenticides in accordance with label • Uniform and evenly distributed ground cover EARTHEN STOCKPILE MANAGEMENT y H W restrictions. sufficient to restrain erosion 1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least 2. Store herbicides,pesticides and rodenticides in their original containers with the 0 1 •Structural methods such as concrete,asphalt or 50 feet away from storm drain inlets,sediment basins,perimeter sediment controls label,which lists directions for use,ingredients and first aid steps in case of t� W retaining walls and surface waters unless it can be shown no other alternatives are reasonably Q+ accidental poisoning. • Rolled erosion control products with grass seed available. Q 3. Do not store herbicides,pesticides and rodenticides in areas where flooding is z P4 2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of Q POLYACRYLAMIDES(PAMS)AND FLOCCULANTS five feet from the toe of stockpile. possible or where they may spill or leak into wells,stormwater drains,ground water a 9" or surface water. If a spill occurs,clean area immediately. p� _ "o 1. Select flocculants that are appropriate for the soils being exposed during 3. Provide stable stone access point when feasible. Fq x M 4. Do not stockpile these materials onsite. Cl) o r-i t construction,selecting from the NC DWR List of Approved PAMS/Flocculants. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance v z 2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements. Soil stabilization is defined 1 g F� n s 3. Apply flocculants at the concentrations specified in the NC DWR List of Approved as vegetative,physical or chemical coverage techniques that will restrain accelerated 0 z° W HAZARDOUS AND TOXIC WASTE O b Q r PAMS/Flocculants and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs. F w 1. Create designated hazardous waste collection areas on-site. a 4. Provide ponding area for containment of treated Stormwater before discharging GL] offsite. 2. Place hazardous waste containers under cover or in secondary containment. W ° P44 '�r' '•`G. NORTH CAROLINA 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground. H W ,,, i . r� 5. Store flocculants in leak-proof containers that are kept under storm-resistant cover w or surrounded by secondary containment structures. " 6 Environmental Quality r a x ' N C G O 1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE- 04/01/19 Ai PROJECT#:2024-0006 DATE:E/2/24 DRAWN BY:JAC CHECKED BY:JAC i TIME EROSION& SEDIMENT CONTROL DETAILS SHEET C-3.3 c) �' q PART III PART III PART III Z a z e SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING a a,.x a a d a. ba SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING SECTION C:REPORTING 0 5¢ c z Self-inspections are required during normal business hours in accordance with the table 1.E&SC Plan Documentation 1-Occurrences that Must be Reported ¢in below. When adverse weather or site conditions would cause the safety of the inspection The approved E&SC plan as well as any approved deviation shall be kept on the site. The Permittees shall report the following occurrences: H P personnel to be in jeopardy,the inspection may be delayed until the next business day on approved E&SC plan must be kept up-to-date throughout the coverage under this permit. '^ 9 which it is safe to perform the inspection. In addition,when a storm event of equal to or (a) Visible sediment deposition in a stream or wetland. ul greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall be The following items pertaining to the E&SC plan shall be kept on site and available for inspection at all times during normal business hours. y -i performed upon the commencement of the next business day. Any time when inspections (b) Oil spills if: w were delayed shall be noted in the Inspection Record. Item to Document _ Documentation Requirements _ a They are 25 gallons or more, Frequency (a) Each E&SC measure has been installed Initial and date each E&SC measure on a copy • They are less than 75 gallons but cannot be cleaned up within 74 hours, Inspect (during normal Inspection records must include: and does not significantly deviate from the of the approved E&SC plan or complete,date • Theycause sheen on surface waters(regardless of volume), business hours) locations,dimensions and relative elevations and sign an inspection report that lists each ( g or Q (1)Rain gauge Daily Daily rainfall amounts. shown on the approved E&SC plan. E&SC measure shown on the approved E&SC • They are within 100 feet of surface waters(regardless of volume). maintained in If no daily rain gauge observations are made during weekend or plan. This documentation is required upon the good working holiday periods, and no individual-day rainfall Information is order available,record the cumulative rain measurement for those un- initial installation of the E&SC measures or if attended days (ant this will determine if a site inspection is the E&SC measures are modified after initial (c) Releases of hazardous substances in excess of reportable quantities under Section 311 needed). Days on which no rainfall occurred shall be recorded as installation. of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA "zero." The permittee may use another rain-monitoring device (Ref:40 CFR 302.4)or G.S.143-215.85. o^:.cNCA „"+, (b) A phase of grading has been completed. Initial and date a copy of the approved E&SC eOQu O �� approved by the Division. _ !i (2) E&SC At least once per 1. Identification of the measures inspected, plan or complete,date and sign an inspection :.• 0y Measures 7 calendar days 2. Date and time of the inspection, report to indicate completion of the (d) Anticipated bypasses and unanticipated bypasses. • and within 24 3. Name of the person performing the inspection, construction phase. ;,� 30818 4:D hours of a rain 4. Indication of whether the measures were operating f6,y s�„ r4 event>1.0 inch in properly, (c) Ground cover is located and installed Initial and date a copy of the approved E&SC 4`y7 RfNE�P:,, 24 hours 5. Description of maintenance needs for the measure, in accordance with the approved E&SC plan or complete,date and sign an inspection (e) Noncompliance with the conditions of this permit that may endanger health or the O_IV A.C,• •.4.101.g..1.24 6. Description,evidence,and date of corrective actions taken. plan. report to Indicate compliance with approved environment. (3)Stormwater At least once per 1. Identification of the discharge outfalls inspected, ground cover specifications. discharge 7 calendar days 2. Date and time of the inspection, outfalls(SDOs) and within 24 3. Name of the person performing the inspection, (d) The maintenance and repair Complete,date and sign an inspection report. 2.Reporting Timeframes and Other Requirements hours of a rain 4. Evidence of indicators of stormwater pollution such as oil requirements for all E&SC measures event 1.0 inch in sheen,floating or suspended solids or discoloration, have been performed. After a permittee becomes aware of an occurrence that must be reported,he shall contact 24 hours 5. Indication of visible sediment leaving the site, the appropriate Division regional office within the timeframes and in accordance with the 6. Description,evidence,and date of corrective actions taken. (e) Corrective actions have been taken Initial and date a copy of the approved E&SC other requirements listed below. Occurrences outside normal business hours may also be (4)Perimeter of At least once per If visible sedimentation is found outside site limits,then a record to E&SC measures. plan or complete,date and sign an inspection reported to the Department's Environmental Emergency Center personnel at(800) site 7 calendar days of the following shall be made: report to indicate the completion of the 858-0368. and within 24 1. Actions taken to clean up or stabilize the sediment that has left corrective action. o hours of a rain the site limits, event>1.0 inch In 2. Description,evidence,and date of corrective actions taken,and 2.Additional Documentation to be Kept on Site Occurrence Reporting Timeframes(After Discovery)and Other Requirements x 24 hours 3. An explanation as to the actions taken to control future In addition to the E&SC plan documents above,the following items shall be kept on the (a)Visible sediment • Within 24 hours,an oral or electronic notification. releases. site and available for inspectors at all times during normal business hours,unless the deposition in a • Within 7 calendar days,a report that contains a description of the (5)Streams or At least once per If the stream or wetland has increased visible sedimentation or a Division provides a site-specific exemption based on unique site conditions that make stream or wetland sediment and actions taken to address the cause of the deposition. wetlands onsite 7 calendar days stream has visible increased turbidity from the construction or offsite and within 24 activity,then a record of the following shall be made: this requirement not practical: Division staff may waive the requirement for a written report on a (where hours of a rain 1. Description,evidence and date of corrective actions taken,and case-by-case basis. accessible) event>1.0 inch in 2. Records of the required reports to the appropriate Division (a) This General Permit as well as the Certificate of Coverage,after it is received. • If the stream is named on the NC 303(d)list as impaired for sediment- 24 hours Regional Office per Part III,Section C,Item(2)(a)of this permit. related causes,the permittee may be required to perform additional (6)Ground After each phase 1. The phase of grading(Installation of perimeter E&SC monitoring,inspections or apply more stringent practices if staff stabilization of grading measures,clearing and grubbing,installation of storm (b) Records of inspections made during the previous twelve months. The permittee shall "'.4'determine that additional requirements are needed to assure compliance measures drainage facilities,completion of all land-disturbing record the required observations on the Inspection Record Form provided by the with the federal or state impaired-waters conditions. activity,construction or redevelopment,permanent Division or a similar inspection form that includes all the required elements. Use of (b)Oil spills and • Within 24 hours,an oral or electronic notification. The notification z ground cover). electronically-available records in lieu of the required paper copies will be allowed if 2. Documentation that the required ground stabilization release of shall include information about the date,time,nature,volume and shown to provide equal access and utility as the hard-copy records. hazardous location of the sp ill have been provided within the required cr release. timeframe or an assurance that they will be provided as substances per Item soon as possible. 3.Documentation to be Retained for Three Years 1(b)-(c)above i All data used to complete the e-NOI and all inspection records shall be maintained for a period (c)NOTE:The rain inspection resets the required 7 calendar day inspection requirement. of three years after project completion and made available upon request [40 CFR 122.41] bypasses Anticipated • TheA report at bast ten de ans before the date oft of the byated qualitypass,if and possible. e- bypasses[40 CFR The shall include an evaluation the anticipated quality a a 122.41(m)(3)] effect of the bypass. 8 PART II,SECTION G,ITEM(4) (d)Unanticipated • Within 24 hours,an oral or electronic notification. W DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT bypasses[40 CFR Within 7 calendar days,a report that includes an evaluation of the Z I- 122.41(m)(3)J _ quality and effect of the bypass. 0 [� (e)Noncompliance • Within 24 hours,an oral or electronic notification. CCf) W Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down with the conditions • Within 7 calendar days,a report that contains a description of the i-+ a for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare(for example,times with extended cold weather). of this permit that noncompliance,and its causes;the period of noncompliance, 0 g - mayendanger z Non surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: g including exact dates and times,and if the noncompliance has not Q � s health or the been corrected,the anticipated time noncompliance is expected to ° a+ o e 2 ° environment[40 continue;and steps taken or planned to reduce,eliminate,and x a r 8 (a) The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur. The non-surface withdrawal Po H ' a CFR 122.41(I)(7)) prevent reoccurrence of the noncompliance.[40 CFR 122.41(I)(6). C/D x o shall not commence until the E&SC plan authority has approved these items, W U z • Division staff may waive the requirement for a written report on a z„ (b) The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III,Section C,Item(2)(c)and(d)of this permit, case-by-case basis. s (c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include Q Z Q properly sited,designed and maintained dewatering tanks,weir tanks,and filtration systems, U O i; (d) Vegetated,upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item(c)above, �q W (e) Velocity dissipation devices such as check dams,sediment traps,and riprap are provided at the discharge points of all dewatering devices,and I+i' NORTH CAROLI NA a j (f) Sediment removed from the dewatering treatment devices described in Item(c)above is disposed of in a manner that does not cause deposition of sediment into waters of the United States. Environmental Quality W NCGO1 SELF-INSPECTION RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19 a a W i as i PROJECTO:2024-0006 DATE:8/2/24 DRAWN BY:JAC CHECKED BY:JAC 1 TITLE EROSION& SEDIMENT CONTROL DETAILS SHEET i- C-3.4 c.) / / -� I / /• / /� / - --N //`II V v d I/v,1 v I-v �; A I / 4. _ Z , g,-4 L.,'R 8 H \\\ \ 1 \ \ ss, \\ - \_/�� \ / \/ h // r' ✓ r ! - \// lTa6 / / Il I / / - �\ \\ I �'ei / / o --,\_ = W2 II V \ \ P{gCEL I�: 4648-O6-V853 ^� , t - � �- � I / •Ly 6 / ��I /,� / ti- / o �/ / \1\ ) /i-`\ ¢, \ \.� \ ! \ r,l�r ZQT 35 / �.�,/�78a� l ,-„_,/,„,.--- cST"`# / ' ;l9 ! / /-- \\✓ 1 QUINTON L. SIRE III & ` I / .e / / / 1 \ IQUINT9N L. SO�RELL, III�c ` �J DIANNE C/SOR ELL / \--PARCEL ID: 4648-07-7180 // / /! 1, \'/ / / v \ DI SORREL V I DB: 94-'PG: 71 LOT34---, / �' „I/ � / / / \.ti / ' -79a' 1 //' /l�� 1V" �__. W AWE soR I I ^' GRAPHIC SCALE --"-- c'79s \ \ \DB: 2029 PG: 5 ( 4-6 PG: 99 ,�" a / / / / / I \ \ •PB: 6 la 99 \- \ \ pNE�R--zO \ Jy `_ ROGER�&-K(M�ERLY DC\VLlld -� /✓ _/�O . �fi �� / / / // / / --'�-�\\ `� \ �\ 'ZONED 1f20 I �_\�"�1 1 \' I. --.DB: 3054 PG: 1891 �/ /� / ,„ / I r�-,�_�.// /o /) ,y\ / / ///J/ // \\\I \ 1 \\ _ _\ - i -_. PB: 6.,PG:99�- _ / /" e �I // / `' // -7ss_- - __// \\✓ 3D' P �1 ZONED R-20 / / / / t,v �� / 1LJ /�� IN FEET) �_� �I \.- \\ \\r \ \/ - -// -� l / c^ / l y/ // - ! Tas--_`/ �°P° - jt--_, (^�,. \� \ iv_`90 \ \'12--,_j Yo 7lS'- '' \'-// / go� o -\�`J ///° /' --//- - / i / / / 'HORIZONTAL 1 inch-30 ft. /21 � \ \^-\ �_ \ ��\ tip'- - f L 1 FI I /�/ / /_\ /' \ \ -T90 y` �� ..�}-1 =/W Black�earcr Lay J i ( %� t / -- ---��----~ Y��+:� �. UNIMPRO �- 11� =i / _ \ \ I 5 - 1 �\ �\ _.I ` ^ gyp. _ VF.P� / -/�/ /At l \ /�/ / - /1I _~ Ps2 _LW B. �� > - \V I 1 cil- Al IT"'A I I ii I:ja I I I a 2 I I I I I 1 I l'--'1‘w--.. . --1 I I IlliirlI } r c-� ---ram • _ � __ _ - � ® �� •�� _ - �_ 'i '/ �s�-f - --/_� \ \ I 4U . • �r H L J pE4 LI CI "> as "m setback c•��sre<ZInt' 1 I / (�{h I !- // /' -/ // _ v ` n I C=0.5 _ • \ I. 35'FI"nt Lem• 1 ( v/ . / / .' / / \ \ Kira V I T TC= oO MIN / V �- 7 /^- \ \ 796`- � / I J _\ - J I / I PARCEL ID: 4648{17-0359 / / / (J / \\ \� / \/� V it:' / A 1 ROPERT M. SHERF{ILL&SUE / �( / /1 / A c I l II PARC'�L ID: 464.:-06-9799 / I � x I ��_LOT - / I 1 / r -� I \ /� / sHERR1LL / // G I\ 1...." \ E�- > J ) / DB: 21]s4 PG: 249 / G // L- -\ I LOT s as I 19,9 0 SF use4 / '3sa PG 45z "12 ' \ / \\ NATHAtu C. & JUDI L) / o ' _\ e aan• c-I 6/ t LOT'1 -\a / / / ZONED RA // / / \ \\ /' \ k-� SEAMONE / I o ^�� 0.459 A'EBF�S ..�., ^ / J N 1 / / / / / \\\ I w \ DB: 931 PG: 1882/ \ sg �- 2 / / / / / _,\ \ t I Promo I -20 ED R-20-^ l� I 0.458/ACREy 19.'66 / •o / /" \ \ Pe s c:s9 Re l e N " ws1° ` ° / 1 I � 1 ZONED R-20 -w•sloeesl r J \ I /" exclides p'ossibl o -rl•p 'm / I I I / / -/ 7 / \ \ \ ° I dill I li, Iv �� I /l m ZONED R- 0 "/ '/ PE S /� �/ A V /- / d..lel.! C 0.50 --)-� \ 1 \ I I ) '� _ -�� _= eoo CI0.50 v - c 0.��`/ _ I ! / �oreN•� /- / / V A \ I o \ lI 1 �y_ �- - 1I� ,DB:354 r.al}nz / TO`5.00 MIN \ ee L. I I \ 1 �/ \. U (J" ` -\�, ( ) /DB:2114 PB:2495 / / �� / \ \ \ 1 w �1 g/ TC= .00 M N v o I NM ' ) 0.DI6A re 7 704 SF / /' A \1 y� LOT 4 A-I, LI 2 �E-6 / � ' 1 1 / / / -, / / h -v �v �� • 19.q90 SF Raeae�� 0.Y6ACI / / I / A a -Rt..- 20 114 � 0.50 I 6"a ✓} I p5 R6". m I_ 459 RES �� Jti I 0 46: ACRES r A 1 / / \ �`� I \ ` TC �.00 IN Z BL i ZONED R 20 I I l _ ZON D\L-20 -, Propose % J �e� IN I P ° 35SSn�Setback I I / - �I I `4% s ero�Setback I A ___ ___ �-\{ / NA / \ \ \ \ \ ` �� ` \ ✓ /' _ -- Bop- I\~ 35.Rear 5eleu I\ )� / U •\ I I I / / e 9a. �\- \_\- \� __� \ ,_\ _ _ _ 11-4 II V I m 1 \ 1 1 1 / 12\ -- -�_ \-\ -��_ 1-_ PARCGEL D 648- d m I °s/ i I \ \ \\ 1 1 I I 1 1 \\ \\- - "`. \ \_ - 'CORNELIUS FAMILY,`-LLOT 7_` \ F-1 `\ \� \\ \`• `�__\� f,\ `\ `6)1 I977'PG: 668 -- --so��` ^NP\ \ \ \/l I � �v -v.� v Av AZONED RA ( /n V -v.-„� -1 / \ ( / (\ V A I I / / I Il ( ` G// \ \ \� 11II �/ • v �v c ,l/ sot / �>I \ /IIll�il \ � �) �/ Pci o 2 I 1 / A 1 ( II / o-° I 1 V / V A111LiCn a �" STRUCTURE TABLE Q z Q STRUCTURE DETAILS: PIPES IN: PIPES OUT O Cl) o B I-I n PIPE END r.T� 0 ° PE-1 RIM:790.28 FROM PE-2,18"RCP INC IN:788.07,40.4 LF @ 0.50% a 8 INV IN:788.07 `i I W n' PIPE END �Q7y7' I PE-2 RIM:790.48 TO PE-1,18"RCP INV OUT:788.27,40.4 LF @ 0.50% •F-+•/1 NINV OUT:788.27 H a PIPE END 1'T� z PE-3 RIM:791.15 FROM PE-4,15"RCP INV IN:789.21,40.9 LF @ 1.66% h+i o INV IN:789.21 U oPIPE END °� PE-4 RIM:791.83 TO PE-3,15"RCP INV OUT:789.89,40.9 LF @ 1.66% °a 5 INV OUT:789.89 PIPE END PE-5 RIM:790.88 FROM PE-6,15"RCP INV IN:788.94,25.0 LF @ 0.77% o INV IN:788.94 269 PIPE END PE-6 RIM:791.07 TO PE-5,15"RCP INV OUT:789.14,25.0 LF @ 0.]]% INV OUT:789.14 •.i�i-iLh 811 PIPE END �y PROJECT#:2024-0006 DATE:8/2/24 PE-7 RIM:792.27 FROM PE-8,15"RCP INV IN:790.34,25.0 LF @ 2.64% .-_-� �', C" DRAWN BY:JAC CHECKED BY:JAC INV IN:790.34 'N.0 r'.' TITLE % PIPE END DRAINAGE AREA MAP N PE-8 RIM:792.93 TO PE-7,15"RCP INV OUT:790.99,25.0 LF @ 2.fi4% ones INV OUT:790.99 ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION. 2. CONTRACTOR IS RESPONSIBLE FOR PLAC/1. ES USING &SCHEDULE s FLAG MEN,ETC.,AS NEC.SARY TO SURE SAFETY. SHEET HALT.ARE TO BE REPLACED ACCORDING TO DS OE THE NORTH C.OLINA DEPARTMENT OF TRANSPORTATION AND LEAN NI PAL C-3.54. SHOW!.WILL BE ACCORDING TO G PART 1926 SUBPART P,OR AS AMENDED. a��o o I a p"m N iy �] T G y 2 F'Z`-Irk O o= I iI ZOa VR d CORNELIUS h "Cl B g o .a... MORGAN SRO . O BLUFF Site 6 O. O o y-'!x� RD O Q3 c° O IjF tl'!' °0xg Jc = o 0 g wI I � w � c-?3 O TIE TO EXIST.PAVEMENT I �Oy \ J a VICINITY MAP ■■■w N.T.S. �� I I 2 \ I I I I I r�� IL__ V`l V ______ — \\ \\,„..._:___ _ .__. `\\ — _----- ... \ I o� -1\ o ,,, _._ __ -- °� __ \ -_ o, \_ `� --- -,-, BIaC \--- f I I ITIE TO EXIST.PAVEMENT er d �an� w LL r 1 -790 ~ 60'Public R/W-Pe�6 PO oo -790 / // +� ---- +36 / / "ram 414 N°1'39"E■R=150.0 N6',,--NJa n. r r ;g �0 n --- mil ' / f 9`\ �y60 i /// n rn. �rt 1-1 20'• ,' 38.68' = N3 3232"E ( / Lk \\\ 0 L-30.19' A. ® •� li� isla O 3.3'3 H - - /R_150 _ \ ......� p t r s a{ a� I— ®In _ � C �. �_ FaL n s00 -µg _' \ P R°t - 1� — - Vm� . lar �� 3-,s�cM Tsa.Fi •"�H CA A"� �- � jHE- iw�s � �1 _ 3-_,� E _. w.cuafi a GunEx •a 1 IIII IJat R� �� - SECTION a P� �.HE�� I / qI I BDD I/ I :y9`�GINE��! 3s�ront sem I I w°°a Pme=r ... M sr ,t� '".'AN AA��P++ 1 a I ' -16'2 35'Front setback 35'Front ROAD SIDE DITCH I tRt • .r r f______ 1�ISefback I 35'Front Setback rrFA II I I GRAPHIC SCALE II -rm. •+� ' B ft SHOW=SECTION ( IN FEST) s VERTICAL 1 inch= 3 ft. FUGU Z z HORIZONTAL 1 inch=30 ft. E 6 p OMVEWAY 1Ub6OUT GRADES a o_ 805 805 3 a ce ce a 0 S 41 LOW POINT ELEV:790.88 800 LOW POINT STA.2 98.34 800 q 5 PVI STA:2,27.00 PVI ELEV:789.00 AD:5.62% Z K:48.89 c 3 275.00'VC I 'y w ,2 W I AT m I PROP.GROUND J CL EX.GROUND�CL I w j -ni I vwvn am rt'Iw1 a 1*ten` 795 d - -795 —y a 336 -- or/` /i-' RESIDODIAL LOCAL ROAD -- ------_-- = / ' - en' arc O II a w.~ram.' (T�� W 790 790 I ° IIN *�rw 1� Q a yoe F✓-1 �l z o W as 5 RESIDBRIAL °a o cai 18 RCP *Rrt., c�COLLECTOR Ran ;7 = "' i 785 785 TYPICAL SHOULDER/CROSS SECTION 5 Z 0 Oa 4 0 o WWII Of ROAD O O WD� rr�^^ Cn F K rip W O 1-4 ^� 780 780 BRIDGE TYPICAL SECTION Pi 8 o E- P. ^ r ^ ^ ^ r ^ n ^ ^ C.) c 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 CARE Pi P. P. � •, dill ill PROJECT#:2024-0006 DATE:8/s/24 __, JO, a �,_ DRAWN BY:JAC CHECKED BY:JAC TITLE a'''- 1. CONT.CTOR IS FULLY RESPONSIBLE FOR CONTACTING UTILITIES BLACKBEARD LANE z 22 RELO TEDPRIORTOBEGINNINGCONB RDDNDN. USING PLAN&PROFILE ONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES r, FLAG MEN,ETC.,AS NECESSARY TO INSURE SAFETY. SHEET 7 DEPARTMENT OF TRANSPORTATION AND LOCAL MUNICIPALITIES. STANDARDS C-/ 'O j j PART...SUBPART P,OR AS AMENDED.