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Home My WebLink AboutSW3230606_Plansheet - Other_20230630 ----- CP Q x \ — — — — — — — — —— — — ___ 30' SIDE YARD SETBACK 1 /2 Q b �i N I - - - — — — — — — — - — — — — — — — — — — — — DB. 922, PG. 232 \ v �..,Avo Z/do''' a — — — — — — — — — — — — — — — — — — — x WATER \ / - - — — — — — — — — — — — — — - - - - - — — — — — — — — — — — — — — — — — —— — — - - - - - - - - - - - - - - - R � O : �Zz r 00 TOWER / - - - - - - - - - - - - - - - - - - �i QFW a / ————- ——————————————————————— o m z 0� / ————— o = A S H w 0 4r x / 10" 45� BEND 5! O °s w 10" X 6" TEE X A � �� -INN THE O //lllllllllll\ THE J.H. HEAFNER COMPANY, INC. i / DB. 925, PG. 382 / A PORTION OF MB. G, PG. 415 CP a �e / a �� \ 111111111//// x \ P1,091,302 8 O. FT ��1 6 GV 10" 45° BEND I P P b s 1 V OR 25.0528 ACRES Fill �i PROPERTY .r . I t<1 \�= P P 'P ,^ate `� n �;'o N j BOUNDARY (TYP.) / L �`" •�< \ =Q:� J Z:N z / 10 X 6 TEE a =V :w U)m 1/` 6:Y= SIC � ��'��i/';/; • •';;`\\````�� I n 1 12" X 3' TAPPING � nn 1 SLEEVE (TS) r" 12" X 10" TAPPING a a SLEEVE (TS) o m \ \ 2" 900 BEND C P o 3" X 2" REDUCER m SECTIONAL FH \ 3" X 2" TEE P VALVE \ 1.50" RPZ 2" GV SLEE'VEATS)NG a. < \ 1 \ 1.50" CAP 1.5" METER COORDINATE WATER SERVICE LINE INSTALLATION 1 I WITH FINISHED GRADE. PROVIDE MIN. 3' COVER \ 10.00" RPZ FROM PROPOSED GRADE (TYP.) SEE SHEET J C3.0 FOR FINISHED GRADES \ I 10" 450 BEND 10" X 10" TEE z 0 �� ?. .'�., FDC u2 I FH ASSEMBLY `� SEE FIRE 3.00 R w PROTECTION PLANS Ir > � TER ° . 2P 10" METER 3" GV ° PUBLIC I a FH 10" 22.50 BEND I 'r: . Orr CO 44 v z I PROPOSED BUILDING ,v ° FIR: 817.33 ° o G I t 174 720 SF INV. OUT: 813.65 (S) SECTIONAL \ v o I i 10" 11.25 BEND VALVES °v 10" 450 BEND FFE• 821.4 i� I I ° FH Q z ° °.. 10" X 6" TEE \ f \ v � 0 0 \ CONTRACTOR IS RESPONSIBLE ° v ° d P ° ° v. v d 10" 45� BEND d \ \ \ FOR DESIGN OF THE SPRINKLER / .� d_ ° 1-0 90 LF 4" PVC - SDR 35 d b I v ° \ V 1 Z E �� I I I SYSTEM AND RISER LOCATIONS I PER THE "FIRE SPRINKLER CRITERIA" w INCLUDED ON THE ARCHITECTURAL DRAWINGS D op O �� i (D I I I \ $ PRIVATE FIRE LOOP SHOWN AS REFERENCE ONLY. ° d. ° v I � � � SEE FIRE PROTECTION DRAWINGS FOR DETAILS. v . • • ° v ° 4 aW ° \ / > • -C \ (DESIGN BY OTHERS) ° vd / v ° ° d ° \0 Q N -0 O 000 71 LF 8" PVC - SDR 35 \ f r o U 0 r* ® 2.50X% RP z -C d °v 10" X6" T v / N v EE MH 3 FIR: 816.12 \ p P / a v ° 0411 INV. IN: 811.75 (N) i / A U INV. OUT: 809.25 (S) \ 51 LF 8" PVC - SDR 35 vs_ I °. � �. d v MH 2 ® 2.50X � ¢ � FIR: 810A3 5 v ° SECTIONAL 5 / ° v . ° d INV. IN: 807.46 (IN / oA O ° v _ ° VALVE INV. OUT: 807.26 (S) \� I I I o vd I I ° V. � ° v VDaw FH MIT #EX-I i' \ 55 �� FR: 81020 V ��//��• INV. IN: 806.00 (N) I ' I I • � � INV OUT: 803 94 (SW) \ 10" 450 BEND vO"W FLOOD ZONE AO' Z I I I FH ASSEMBLY � O 1 10" 450 BEND / z w P 55 0 J PP W �� z Ld 0 Lo P o Z c5 u Z Q - J LL - Z w - F O V Q / C P I CP V co —— i JOB NO: J-30017.0000 O /// // ,— gPPK C P / DATE: 02/17/23 WET POND 01 // 5 // ,' i �P / DRAWN: NSS p LTT� SCALE � pp T L� / DESIGNED: NSS CP PP ��GRAPHIC SCALE � � REVIEWED: JKS - - - CP SCALE: JKS40 0 20 40 80 160 i yPRXG, 0 / / ( IN FEET ) 5� / ,— �o og 92i P P / 1 inch = 40 ft. a 61� /// z z do % y � a0W = Q 2�-Wo _ U 0OZc)L, o y•. F_0 c ct5 z r 0 ran y e, z a =U W ~n U)r Q Q �.; Z. 11.� Nam. a cl a a a r 0 i W r r 0 Q i H 830 830fn r 825 �o � 825 CD r4r)F- a- 0 f-=) re) LD Z Z coz 0 U > Z t0 W Z N = > > O W Z Z O O 00 Ih O p w 820 > Z z p 820 > > > z z W Z Z 815 4" CO 1F4 815 a Z O 810 810 (n Z v 90 LF 4" PVC — SDR 35 O 0 Q 0 Q) d ® 2.IIX ` 0 18" RCP 1 IE: 810.95 O r Q � � 0 -90 805 ®12.50X PVC — SDR 35 805 = oc) V) H 2 � N E EX. 8" DIP FORCE MAIN 0 U IE: 805.48 CVO Z O O 51 LF 8" PVC — SDR 35 0 3 ® 2.50X 9 3 800 800 u 795 795 tU J J C 790 790 z U) Ld HL J J z cv N O NO co — _ Ln � /— _ J O O O O p N N rn mi LL OD OD co wo co z 0 O CL x/� U 0+25 °+°° LLJ 30017.0000 — FINGER MILL SEWER a+°° 3+50 V o STATIONS: -0+25 - 3+50 J 3 SCALE: HORZ.: 1" = 40' VERT.: 1" = 4' Z W W � t) U) W cr tU JOB NO: J-30017.0000 DATE: 02/17/23 DRAWN: NSS DESIGNED: NSS REVIEWED: JKS APPROVED: JKS SCALE: I" = 40' / 7RA FORM - - - - �� GENERATOR RIM: 857.35 INVe 83J.40 GRAPHIC SCALE V98L7DNTBH / - - - _ - - - - - - - - - - - - - -- - PM Q ````` P,��►►► %6�� o /o _ NV: 831 95(0D�� ►lk' - - - - - - - - - - - - - - �� .• �.. ELEVATION=85890 � - - - - - - - - - - - - - - - - - _ _ _; O : �zz F y 5 0 0 2 5 5 0 10 0 200 3 8 ' - - - - - - - - - - - _ - - - - - - - - _ / _ _ % �� _ _ -� -� �- t-r �` ELEVATIO NN-859.19 NAVD 88- / / m O Q �--- V O_�x / --- - - - - --- - - - - - - - - - - - - - _ - - - - _- - _- - - - _ - l / zL)LL r � / jr-� - - - - - - - - - - - - - - - - _ - - - - - _ - - - - - _- - --G - - - 0- - - - / may . a _ H / ¢- - - - _ _ - - - - -- _ 85s- - - - - _ _ __ -__ _ Z / / r asz z Q w IN FEET O / / I\ /i / D �i� C�O w �' �1 inch = 50 ft. - _ _ _ - _ _ ; W/ - - - - - - - _ - - _-- - _- - - -_ - � - - - - _ - - - es - - - -_ __-_- - %� � �/� 111z �� W/ - x __-- _ - - - - _- - - - - - - - - - -_ _ �o siEAse �=� _ _ - C�R� ► ��wATR - - ------- _�_- - - - - - - - - - - - - ors _ �� _ sP� �sz -_ n _ - _ - � ' O a T OWEF - - - - - - 845_ - _ LL - - - - - - - - - - - - - - - - -'_=- QB845- $fl - - � �x � - - - - - _ - - - -- - - - - - - - - - _ - - - - - - - - - - __ / / - - �- - - - - - - - - - - - 6 - - - - - - - 5- - - _ - / / -� - - �- , � �/i � + i- - - - - - - - - - �- - - - - - - _ - - -� � _ -� Ei �� o �� i�� W- - - - - - - - - - - - - - - - - - - - - - - - - - 5 - - - - � i � � N �ai.07 \ i �� M � � / - - - - L_ PP x / / � � i - THE J.H. HEAFOIE COMPANY, �C. - - - - - _ - - _ -- - - - - - - - - - -- - - - - - - - - --g40� / � � � � iii V � l / / O::o w1 cy. / / - - - _ - - - - - - - - - _ - - - - - i �� / _�� il.U) - - -64o -DB-925, PG. �82- i - - - - - - - - - - - - - - - - - - - - - - - - / / - Q.u' a� r z / A PORTION OF REE G, PG. 415 - - - - - - - - - - - - - - - - - - - � �_- z / / / / i / (\ u'm N 2:x / / / / / / PIN: 3E35-88-88�0 - -oo - -- - - - - - - - - - /% � =Z o 0 �: _ �,091,302 S0. FT. _ - ' - - - DRAINAGE AREA - - - - - - - - - - - / V/ �� o° / :�' d O 11 - - - - l � \ .mod a cow. - A . O . / / OR 25.0528 ACRES,- i - (TYP.) eas - - _ - - \\ i� J��-N 00 ET PLO w PROPERTYo /�/ i / - - �� / ►►►►U►mmu1�� o BOUNDARY (TYP.) / / // / / / - - - - - - - - - - - - - - - - - - / LIMITS OF DISTURBANCE �00 - - - - - - - �f o I / / / //� / / (TYP.) - - - _ - _ - _ - _ - - - - - PERMANENT CLEAN WATER DIVERSION DITCH. IMMEDIATELY , J w / /// i LOO eas- - - - - / - - - - - - STABILIZE CIOCUN TTH SFIBER TURF PCP S AND 100% �� o i - / / - - - - - - -a3o - - REINFORCEMENT MAT. TO BE I PE) f - - -� / o / / / / / i i� _ - - - - - - - / /_ / INSTALLED, MATTED, AND SEEDED NV: 82��.KD�4 -�� r WITH CHECK DAMS INSTALLED - -J \ - m CHARLOTTE IND LL, LLc / / / //j / / ' _ - - _- - - - - - - - - - - - - - - - BEFORE ANY OTHER SITE _5= �� - / CFI / DB. 2846, PG. 415 / // / i / - - - - - - - ' / / _ - - - - -- - DISTURBANCE A PORTION OF LOT 3B / / // / / / - - /� / / - - i - - MB. 12, PG. 355 LC / / / / // / / i � /� / / / / / / � � PIN: 3635-88-0133 / / - - - - - - i / / - - - - - - _ - - - - - - - - - - ' - - / VA��- � � � � �� _ - I I - CONSTRUCTION X_ - - - - - - - � � � A / -- - _ / / ENTRANCE (TYP.) �� - E- - - � EE N / / / - J V - �/ r� - CONCRETE WASHOUT (TYP.) - - - �Q� l I / � ;, /A / / / / Ln / / X / / i / / i � � ' - - - - ' � / / � � � � � �� - - - - - - / / - - - / CHECK DAM (TYP.) - \ i / w - - - - - - - - - - - _ l - - - - - TEMPORARY SKIMMER z _ _ - - - - - - - - Al I � � - BASIN 02 / FLOOD /� / / � � - - - - / / i - - - - - PRE D.A.: 4.09 AC. a� a o�� / / / / - - - - _ / i - - WIDTH: 62' / / �/ / /� i � - - - - / / _ / � - - - - � � � � � LENGTH: 217' / / / � ' - - - - � - - - - - - i �1 / / / / / / / � � - - - - - - - / / - - BOTTOM ELEV: 809 - � / / / � � � - - - - �- - - - TOP ELEV: 813' s�5 -�� v O A I I I / � � TP slo.00 � � � � /� - _< POROUS 80 - v v l o D z BAFFLES (TYP.) - - - - - - - V A / / / // / / / / / - - - - A / / � � °'o \ - - - - - - / LF - - - - - o / / / / � � � v k� �� / Lq E V 827.89 I / // / \ \ �� A 1 - - 0 _ \ 0 / // // ///// 4" SKIMMER PIPE ��Pi_ �0� _- - - \ �� j • 00�� i � 0 U 00 N w / - - - _ TEMPORARY SLOPE DITCH / /j //// \\ p0 w N / // - (TYP.) V - - S ZE: 2 OO"KIMMER DEVICE - - - - -\ �V A CP 0 0 / // E300D� ZONE AE �-O� �� ORIFICE: 1.7" - aAA\ - �� O 4- // / / // // / INV. OUT: 809.00 �o _ \ 6 / / �\ / j /j/y V/� �� v -� � � �i , - \� \ \ \ 0 / // l \ BOO / j/ / LIMITS OF DISTURBANCE: 13.8 ACRES 3 /// SILT FENCE (TYP.) � / � / � THE CONSTRUCTION SEQUENCE MUST BE PROJECT SPECIFIC AND INCLUDE THE U //// FOLLOWING (ADDITIONAL ITEMS SHALL BE ADDED DEPENDING ON SITE CONDITIONS): / / / / I. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM LINCOLN COUNTY / / L00 r/ �i / // / NATURAL RESOURCES DEPARTMENT. SLOPE DRAINS IS" DIAMETER (TYP.) /// / / // / �/ 5/ ��s FLOOD ZONE AE 2. SET UP ON-SITE PRE-CONSTRUCTION CONFERENCE WITH NCDEQ EROSION / / �/ SOD �/ / �- - CONTROL INSPECTOR TO DISCUSS EROSION CONTROL MEASURES. FAILURE TO I / SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY LAND DISTURBING ( / /.' - - / / ACTIVITY IS A VIOLATION OF CHAPTER 8 OF THE NCDEQ CODE AND IS SUBJECT O / PERMANENT // / / // / . - - 40 F SEDIMENT BASIN 01 V / I �//_/ //// Boa �� / - - / rQ FINE. 3. INSTALL CLEANWATER DIVERSIONS AND PROVIDE PERMANENT STABILIZATION. V / PRE D.A.: 9.89 AC. V/ /� // // /// O // _ �� / // 4. INSTALL SILT FENCE, INLET PROTECTION, SEDIMENT TRAPS, DIVERSION m WIDTH: 98 / / // // l� _ _ �j - T - - - - / DITCHES, TREE PROTECTION, AND OTHER MEASURES AS SHOWN ON PLANS. - 1 �� N LENGTH: 393' / / / / �� S - / CLEAR THE SITE ONLY AS NECESSARY TO INSTALL THESE DEVICES. 11 / / // i / P - - / 5. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL w / L BOTTOM ELEV: 805' / / //, / I / / C EROSION CONTROL DEVICES AND STRUCTURES. �'/^�� o / I o TEMPORARY SLOPE / / \ / - - 6. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH V/ / TOP ELEV: 814 DRAIN (TYP.) \ / / ( � V �� / � EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF EROSION CONTROL MEASURES. 7. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE. 0 0- / 8. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF U EROSION CONTROL MEASURES. ALL DISTURBED AREAS SHALL BE SUFFICIENTLY z / �' STABILIZED WITH VEGETATION PRIOR TO REMOVAL. TEMPORARY SLOPE DRAINS ��//�� INV:\8o2.78�( / / SHALL REMAIN IN PLACE UNTIL APPROVED BY INSPECTOR TO BE REMOVED. �// 9. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE z WITH THE N.C. EROSION AND SEDIMENT CONTROL DESIGN MANUAL, U.S. DEPT. OF V A - A V AGRICULTURE AND LINCOLN COUNTY SOIL EROSION AND SEDIMENTATION U \ ea / / //`� CONTROL ORDINANCE. z LLI v v v v v `v �a �� 285 EROSION CONTROL LEGEND EROSION CONTROL NOTES: O 3:1 SIDE U 0 HEF (NC-SC) ORS 14-86 INC Spy /V / - - - j / / / / �� i SLOPES _ DESCRIPTION PLAN SYMBOL DESCRIPTION PLAN SYMBOL 1. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM z V W P CAREY & CO, TLC - /L\ \ \ - / / / 1 -0DB. 1333, PG. 896 TEMPORARY SKIMMER DEVICE \ / a�a_ - - - - - /aj/� // / z I -1 - THE ZONING ADMINISTRATOR. L A PORTION OF MB. G, PG. 415 V o - - - - / 2. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS VIOLATION PIN: 3635-89-4693 SIZE: 2.50° \ s / i i - 2 MIN. SILT FENCE FILTER RING INLET 1�7-.a OF THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. z 0 ORIFICE: 2.40° CIE A A e / // i - - - ��/ i �� ( i z PROTECTION V 'o - / / iY �� 3. GRADING MORE THAN ON E ACRE WITHOUT AN APPROVED EROSION CONTROL INV. OUT: 805.00 �� A - / / i �� - _ /� i _ _ / PLAN IS A VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND IS �I 1 N f I -� � \ / / // _ /� S E %� TYPICAL OIVERSN WCN SILT FENCE - HIGH SUBJECT TO A FINE. O � - �� / SILT FENCE OUTLET PROPOSED RIPRAP s� \ \ \ / / / / �� i / NOT TO Scar_ HAZARD DOUBLE ROW 4. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL 0 OUTLET PROTECTION (TYP.) �� 'o \V / / / / - i /�� 7� SLOPES STEEPER THAN 3 HORIZONTAL TO I VERTICAL (3:1) SHALL BE 4° SKIMMER PIPE / / - / i� ! ® PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS �o A\ Y / - / // % i CLEARING LIMITS CL RIP RAP OUTLET SILT FENCE OUTLET (TYP.) \ - - / / / / // /// , , � � � �� PROTECTION SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM i i- ' � V A V A \ / / / i / j i i / THE LAST LAND-DISTURBING ACTIVITY. ALL OTHER DISTURBED AREAS SHALL U EMERGENCY SPILLWAY A V A / // // _ / i/ / / / / H Q T C H LEGEND: BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER 10' WIDE x 1.5' DEEP \VA A - - j / // / / i / LIMITS OF DISTURBANCE ROCK CHECK DAM « 1 AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 5 CALENDAR DAYS FROM i V - - - / / // / / i / i I� THE LAST LAND-DISTURBING ACTIVITY. \\ \\ / - / i C� JURISDICTIONAL 5. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED \/\ _ \ \� / / / i i �� i TEMPORARY DIVERSION STABILIZED CONSTRUCTION BY A REPRESENTATIVE OF NCDEQ. V / \ V � / _ WETLAND SWALE T ENTRANCE \ \\ VA - - _ _ / / / � / i 9 � � � 6. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER / V A \ V_- -_8jo_ I'/// // / z -�/ z // T� \Y z A - P THAN 10' REQUIRE ADEQUATE TERRACING. JOB NO: J-30017.0000 ' (°� BLOCK a GRAVEL INLET 7. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE DATE: 02/17/23 �E V A\V A_ - - // / / / // �z (/ /� TREE PROTECTION o o PROTECTION 0 ACRE THAT WAS NOT PREVIOUSLY APPROVED.. DRAWN: NSS \ - _ / / / / // i / \ -� SKIMMER PLAN NOTES: - V A - i / / / DESIGNED: NSS 1. AT SEDIMENT BASIN 01 CONTROL STRUCTURE FILTER BAG CATCH BASIN GENERAL NOTES CS), CORE A TEMPORARY SEPARATE HOLE INTO TEMPORARY SEEDING TS REVIEWED: JKS ( INLET PROTECTION LLLJ / V A - // / i i �/ _// / / THE CS FOR THE SKIMMER HEADER PIPE AT 1. TOPSOIL SHALL BE STORED IN CLEARLY DEFINED SEPARATE AREAS WITHIN APPROVED: JKS 5 PERMANENT ORIFICE BOTTOM PRINCIPLE STOCKPILES TO PREVENT MIXTURE WITH SUITABLE MATERIAL. CONTRACTOR IS SCALE: I" = 50' / SPILLWAY INVERT ELEVATION. PLUG TEMPORARY PERMANENT SEEDING PS SUPER SILT FENCE x TO REMOVE EXCESS TOPSOIL FROM SITE AT END OF CONSTRUCTION. 40 / �// / / / CORED HOLE AFTER FINAL STABILIZATION. 2. CONTRACTOR TO SUPPLEMENT TOPSOIL IF ONSITE AMOUNT IS NOT SUFFICIENT. 3. SILT FENCE AND SEDIMENT TUBES ARE TO REMAIN UNTIL SITE REACHES FINAL FLOOD ZONE "AE" �� I � � `Z i� � � i� // / l / /,� � � 2. CORE PERMANENT CONTROL STRUCTURE ORIFICE FlZRI NAG s75 SLOPE MATTING STABILIZATION. EC1 * 0 / AFTER FINAL STABILIZATION. 5 4. ALL SLOPES 3:1 OR GREATER ARE TO BE MATTED WITH EROSION CONTROL MB. 15, BLANKET AND GRASSED BY HYDROSEED METHOD. / / PIN: 3635-87-7897 V \ ❑ GENERATOR o V BOLT ON EH -LEM - - - - - - - P M / �GRAPHIC SCALE � - _ - - - - - - - - - - - - .�� EvanoN=asB.eo - - - - - - - - - - - - - - - - - `�� u7 O i Navo as \ �- � -ass- - - - � - - - - _ _ / � O : �z I� •• y _ �- --A- ELEVATION=859.19 NAVD 88 / - Q 2�w Q \ V 80LT ON FH / _� Q 50 0 25 50 100 200 x \ \ /� - - � - - - - - - - - - - - - - _ _ _ -�-_ - - - - - r'- _ _ - V - - - - - - - / / V/ // V O�ZUL, la / \ �- - - - - __ - - - - - - - - - - - - - - - _ - - - - - - - - - - - - ses - _ - - - - _ - _ _� _ _ -_ - _ -� � / ////V/P / a5 Z Z - - - - _aso - - - - - - - - - - - _ _ - - - - - - - - - - - - - - - - - - _ - - --- '� % / .• w ,•'�(Q��: o \ IN FEET / / - - - - - J- - - - - - - _ SS - - _ -_-_ - � - - - _ _ - __ ___ -___= -___-- = L �\ 1 / y �i/////� C��\```�� w _ _ - _ _ o \ 1 inch = 50 ft. X \ \ \ / I � z_---T =_- _ _-_ _ - - - - - - __- - - - - - - - - - - - - - - 3o siA sA =T _/- -aso _ ��i ////j/ AAAAA " I WATTER \ `o / _ ==a45 - LL - - - --- - - - ez- - - - - 0D= ==i�06 - _ � g PG 232 - - - O z \ TOW EF / _ - - - - - - - - - - - - - -�� - - - - -- -g45 - - - $D _- � �� 1111111111///// x �// / / - - - - - - - - - - - - - - - 6 aas - - - % �_�� / o / - - - - - - - - - - - - - - - - - - - - - - A� � � / � o / % / i THE J.H. HEAF0IE COMPANY, �C. - - -- - - -- _ e - - - � � � � _�:_o o �� x / \ J/ / � -840- - - - M�925, PG. 82 i � _ - - - - - _ - - - - - - - - - - i � i � � ' _ z:�= z v / / / / / / / / A PORTION OF G, PG 4�5� i � - - - - - - - - i � i � �_�� A� �� / �V :� �� C�:Y= /X \/ \ / / PIN- 3Sz35-88-88-6-0 _ - �Op - _ - - - - - //� C �Z ,o o ?. Z -Y / / / - - - -T,091,302 S0. FT. - - - - - - - - �� / ��' d O / IF e - - l � \ e / . d •a z OR 25.0528 ACRES Q�� / PLc) IZ / - - - - - iLpO _ - - - - - � � �� N �� / / /i//ti w PROPERTY / / / J / - - ezo - - - - rE / ///////Unnmulwvvvvv g' BOUNDARY (TYP.) / / // / �/ / _ - _ - - - _ _ - - - - - - - - - \ o / LIMITS OF DISTURBANCE - 00 _ _ = DRAINAGE AREA - - - - - / - o o . \ w s / // / LOU / i - - - / a3a� m CHARLOTTE IND LL. LLC / \ / j /V \ V - � - - - - - - - - - - - - _ CFI / DB. 2846, PG. 415 / A PORTION of LOT 3B / / / MB. 12, PG. 355 Lu / / / =o / / / / V PIN: 3635-88-0133 / \ \ - i / / / / / / - / _� �� - - - - - - - - - - - _ _ - i i / - � l\-- - - - - - _�� V � � - / / gz5 - -- - - - // / / / /V - - - IAA- - - - - - � �� = � � �� - � CONSTRUCTION \/ � j FFF� / / // / - - - �nX_ - - - - - - � � - � �� ENTRANCE (TYP.) / m / / / / / VA \V CONCRETE WASHOUT (TYP.) 8� l / �F_ - - - - \ V�G� // / 4A/ A i - - - - Cn / FFF /� / / SIC - - - - V � \ / /� 4' / 0 / / / / / - - - / / l/ / - - - -e2o- - - FT FT/ �/ / / � � / \\ � __ � - - - - - /�_ A / cr / / / - - - - - - - - - - - - - - - - - - l -�, / / - - - - - 1 I/ I I // / /� \ �� - - - - - - - - - - - � � z z i i TEMPORARY SKIMMER / - - - - - �v / / - - - _ - - - - - - _ - BASIN 02 - - - - - - 4 / �s G) 825 - - - - - _ vI I I // / i ��l - - - - - - - - - POST D.A.: 4.09 AC. _ a a o�� v� 1; FLOOD / i _ r _ - r Lu / / "I / / / V / _ - , / �/ i - - - - - WIDTH: 62 - - - - - - / �� 3 / - - - - - - - ais - - _ a Q , LENGTH: 217' _ � Z' N � -� / \ I / \ // / /\ // / / � ' -- - - _ BOTTOM ELEV: 809' - �' � / / // // - , � I I I I �/ \ / \ � � � - - - - - - TOP ELEV: 813' CR - ego �� T / / / / / / i / / / i� - - _ � � - 16\ o � \/ / /\ \ / _ / / / /- - \ POROUS - - - \ r I - D o FF / / / / / / - _ I I I I I / / / / BAFFLES (TYP.) - _ - - - z / / / _ 1 / // - - - / / � 8/0 \ V - - - - - - - - - &5, / / A / / \ / - - -azo_ -- - - - a�5 ,I V / / F -- - - � � / �� v o� �� _ �j j / \ �. / �\ rn / \✓ \ \ _ - - _ - - / / / CHECK DAM (TYP.) O 0 \ / / / / \ \ cy U // / / / / / / A/ Q O 0 O �\ - - - - - / // / / / v: O / / / i A / / / / \ i p �� \ N D \ _ _ - - V/ /// / // / �o -�- - �\ � � � Q -C / / \ / / A 'a 00� L \ / / / / / / /\// A i _ - �L P� VA �� O / / I / / / 1 / j // // i �eio_ , x U 00 w / / / / / i - - _ C / / / / A 00 i � � V � � � 7 N / / / / / - // / /// � \\ A TEMPORARY SKIMMER DEVICE T \ A CP w U E / // / // - - A 0 O / / �j i E00D ONE \_Op SIZE: 2.00 - a �\ \VA\ O -C / NV. OUT:1809.00 o A\ \ / \ / \ TEMPORARY SLOPE DITCH // / A)\ _E= N (TYP.) '/ / ��2� \ TF, \ 0 L0 i 4" SKIMMER PIPE / LIMITS OF DISTURBANCE: 13.8 ACRES A / // U \ _ - j / //// / / .0 / �j / �' / THE CONSTRUCTION SEQUENCE MUST BE PROJECT SPECIFIC AND INCLUDE THE V / / / V / //\\E// / 5 / / FOLLOWING (ADDITIONAL ITEMS SHALL BE ADDED DEPENDING ON SITE CONDITIONS): / //� / / I. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM LINCOLN COUNTY / L SILT FENCE (TYP.) / / ens ) NATURAL RESOURCES DEPARTMENT./ // e� \/ % 2. SET UP ON-SITE PRE-CONSTRUCTION CONFERENCE WITH NCDEQ EROSION SLOPE DRAINS IS" DIAMETER (TYP.) /// / i / - - -�� FLOOD ZONE "AE" o CONTROL INSPECTOR TO DISCUSS EROSION CONTROL MEASURES. FAILURE TO - - / A / / / / / LO / �/ �' SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY LAND DISTURBING \� ACTIVITY IS A VIOLATION OF CHAPTER 8 OF THE NCDEQ CODE AND IS SUBJECT mN EEO �nVi� "v i/n cu n�n TO FINE. V / 3. INSTALL CLEANWATER DIVERSIONS AND PROVIDE PERMANENT STABILIZATION. U PERMANENT / / 4. INSTALL SILT FENCE, INLET PROTECTION, SEDIMENT TRAPS, DIVERSION o SEDIMENT BASIN 01 j // i i �'i - DITCHES, TREE PROTECTION, AND OTHER MEASURES AS SHOWN ON PLANS. CV i / POST D.A.: 9.89 AC. CLEAR THE SITE ONLY AS NECESSARY TO INSTALL THESE DEVICES. - _ ° / WIDTH: 98 / - - / 5. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL W / // V j �' i EROSION CONTROL DEVICES AND STRUCTURES. ��//� (f� LENGTH: 393 / / FT, / i - - �' 6. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH U) / BOTTOM ELEV: 805' // / / \ i �� EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF Q / TOP ELEV: 81 4' / i �' - - �' EROSION CONTROL MEASURES. z Z P \ \ TEMPORARY SLOPE 7. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE. Q_ DRAIN (TYP.) / i� 8. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF U A V i / _ EROSION CONTROL MEASURES. ALL DISTURBED AREAS SHALL BE SUFFICIENTLY z \ STABILIZED WITH VEGETATION PRIOR TO REMOVAL. TEMPORARY SLOPE DRAINS �/ SHALL REMAIN IN PLACE UNTIL APPROVED BY INSPECTOR TO BE REMOVED. U) FT 9. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE z �T WITH THE N.C. EROSION AND SEDIMENT CONTROL DESIGN MANUAL, U.S. DEPT. OF AGRICULTURE AND LINCOLN COUNTY SOIL EROSION AND SEDIMENTATION v V A 005 � � � \ / //� �� CONTROL ORDINANCE. z W v v v v / �v / v v w % �i EROSION CONTROL LEGEND _ Z \ i EROSION CONTROL NOTES: O �� \ V A - - // /\ // / i / 3:1 SIDE U 0 HEE (NC-SC) ORS 14-86 INC / l _ V / i / SLOPES _ DESCRIPTION PLAN SYMBOL DESCRIPTION PLAN SYMBOL z - w P CAREY & Co, LLc / / / 1. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM - U DB. 1333, PG. 896 A i i - / / I i - THE ZONING ADMINISTRATOR. A PORTION of MB. G, PG. 415 TEMPORARY SKIMMER DEVICE / - - - - - a�/ 2. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS VIOLATION Z PIN: 3635-89-4693 SIZE: 2.50° � \ � / � i � - - - i �� 2 MIN. � FILTER RING INLET \ SILT FENCE OF THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. ORIFICE: 2.40" -IS A A V A / // - - - �/ v . PROTECTION \ i - / / iY I�- 3. GRADING MORE THAN ON E ACRE WITHOUT AN APPROVED EROSION CONTROL INV. OUT: 805AO �� A \ / �� - j /� i _ _ / PLAN IS A VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND IS (J� / / ON�CN SILT FENCE - HIGH - �/� - SILT FENCE OUTLET SUBJECT TO A FINE. w/ PROPOSED RIPRAP s� \ 4 SKIMMER PIPE / / / / / / / / j= Hor ro srac HAZARD DOUBLE Row � � / � I / 4. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL Ix OUTLET PROTECTION (TYP.) �� \ \V A - - / / / / - i _ �� SLOPES STEEPER THAN 3 HORIZONTAL TO I VERTICAL (3:1) SHALL BE W RIP RAP OUTLET PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS Lv VA\ V / // % / CLEARING LIMITS CL SILT FENCE OUTLET (TYP.) V A - - / \ \ / /\ /\\ PROTECTION SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM A i i_ A V / / i / i i / HATCH LEGEND: THE LAST LAND-DISTURBING ACTIVITY. ALL OTHER DISTURBED AREAS SHALL U EMERGENCY SPILLWAY \ V A V A % // // _ / ii// / / / BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER 10' WIDE x 1.5' DEEP \VA / LIMITS OF DISTURBANCE ROCK CHECK DAM AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 5 CALENDAR DAYS FROM i V - - / / // / / i THE LAST LAND-DISTURBING ACTIVITY. \\ \/ \ \ / JURISDICTIONAL 5. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED / \VA \\ \A \ \ - - / / / WETLAND TEMPORARY DIVERSION T STABILIZED CONSTRUCTION SWALE ENTRANCE BY A REPRESENTATIVE OF NCDEQ. VAA \ \ \ \\ - _ / / / / i 9 / ///F z 6. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER / \ \ \\ -e1O _ // / / i� / C AY 7 THAN 10' REQUIRE ADEQUATE TERRACING. JOB NO: J-30017.0000 �\ �� - _ / // / / _i x / �� i �� z /°� BLOCK a GRAVEL INLET 7. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE DATE: 02/17/23 i / TREE PROTECTION / / � � � � ( � � o� PROTECTION ACRE THAT WAS NOT PREVIOUSLY APPROVED.. DRAWN: NSS _ V A _ - / �� %� �� / / I. AT SEDIMENT BASIN 01 CONTROL STRUCTURE DESIGNED: NSS � / �// � / i / i / � � � / FILTER BAG CATCH BASIN GENERAL NOTES / \ VA \ _ _/ ��/ �i �� i (CS), CORE A TEMPORARY SEPARATE HOLE INTO TEMPORARY SEEDING rs ® REVIEWED: JKS / � / INLET PROTECTION � / V A ,aas // / i i �/ ,// / / THE CS FOR THE SKIMMER HEADER PIPE AT 1. TOPSOIL SHALL BE STORED IN CLEARLY DEFINED SEPARATE AREAS WITHIN APPROVED: JKS 20' / �1 / v PERMANENT ORIFICE BOTTOM PRINCIPLE V A - i j �// - �// i // STOCKPILES TO PREVENT MIXTURE WITH SUITABLE MATERIAL. CONTRACTOR IS SCALE: I" = 50' \ i // / SPILLWAY INVERT ELEVATION. PLUG TEMPORARY PERMANENT SEEDING PS SUPER SILT FENCE x TO REMOVE EXCESS TOPSOIL FROM SITE AT END OF CONSTRUCTION. 1 40 / // i / // CORED HOLE AFTER FINAL STABILIZATION. 2. CONTRACTOR TO SUPPLEMENT TOPSOIL IF ONSITE AMOUNT IS NOT SUFFICIENT. / i i / / J / / 3. SILT FENCE AND SEDIMENT TUBES ARE TO REMAIN UNTIL SITE REACHES FINAL FLOOD ZONE "AE" i i i 2. CORE PERMANENT CONTROL STRUCTURE ORIFICE UTHf NAG S75 SLOPE MATTING STABILIZATION. AFTER FINAL STABILIZATION. 1 ROOM 4. ALL SLOPES 3:1 OR GREATER ARE TO BE MATTED WITH EROSION CONTROL MB. 1 BLANKET AND GRASSED BY HYDROSEED METHOD. EC2 * 0 PIN: 3635-87-7897 — — — GENERATOR N TBM a v eo�T ON EN P M .............�7�6 �i O i ZZ E�EvanoN=asB.eo � % � GRAPHIC SCALE NAVo88 / ,� � � �_ __ - - - - - - - - - - - - _ _ _ � � , - - - - - - - - - - - - - - - - - - - - - - - � V A — 855 !Ap— r 50 0 25 50 100 200 _ /// / \_ — — — _ — — — — — — — — �__ — — — — —� — — — — — — — — — — — A, ELEVATI0��859.19 NAVD 88— — — — — — —FATE / / /// �� Q: O O Q TY / / f — — a50- - - - - _ - - - - - - - - - - — _ — _ - - - - - - - - - - - - — —�— —ess— - - - - - - - - - — ___ -- - - ��' M / � � • �dSZ Z — — — — — — _- — — — — — — — — — — — — _ 5 5 — — — — — — — — — — — — — — — — — — — — �_ — — — _ =� � i (�' w �G�•�� / / _ - _ _ _ _ _ - - - - _ - - _ - � _ - - - - �� / O F IN FEET I / �1- - - - - / = - - - - - = SS _ - - - � - - - - - - - __ - - - - - -_- - _ — = L/ �/ 1 / �i//////L C�� ````�� w _ _ _ _ - o 1 inch = 50 ft. X / / ---- —_— - - - - - - - - - — — — __ -- - - - - _ - - - - moo SITYE A — � --- - __ — — =� i C E / / - - —_ - - - - - - - _ - - _- - - - - - - - - - - _--_-- - - - - see =_ -______ - wAR -e � - - - - _ -4�0 - - - ___=_----- - - - - - - - - - - - - - - - - - toD - -- �� - - - sP� ram = �_ - _ O o TOW / _ - - - - - - - - - - - - - --z---- ez-__- SOD - - - _ - - - - -845 _ - - - �$D _ __� % /� LL E �// - - - - - - - - - - - - -_-� _- - - - - �� x / — / i — - - '845 / — — — i z \� PP x / i � 7 / �� / - - - — — — - - _ - -9ao 5 — — — — � � ii� � � l / / �w��. o. Q� U) / / / / i THE J.H. HSAFNE� COMPANY, �C. — — — — — _ — — — — o / / - - - - -MB-925, PG. 82 � � - - - - - �� - - - - - - - - - - ' ® � ' i � - =Q:cn a� uo• U�= A PORTION OF-IIMBO G, PG. 4 -5 - _ y _ - - - - - - - __ o _V :� m z5:Y i C j z: ZX // / / / �Qo PIN: 3E35-88 a 1 / -T,091,302 S0. FT. - - v - OR 25.0528 ACRES ol z P� N w PROPERTY / / / / ' - /////►Innmul�� BOUNDARY (TYP.)o - - - - - - r LIMITS OF DISTURBANCE - - �00 i• _ - - - - - - - - - - - - - - - - - - - - /o - o M / /� o �O') ® / - -a30 � � �/ m CHARLOTTE IND LL. LLC / / / /� / / g35� // — ' — -- �) — C EE 415 A DB.PORTION,OPG.LOT 3B MB. 12, PG. 355 H / / / ® / / / / V PIN: 3635-88-0133 / � �� CONSTRUCTION - - - - - ENTRANCE (TYP.) XA 825 N �� \ _ EE FT EE EF / / / i i i - - - / � � � �� - cn � i � _ �S20 - - \�-- -,�/ V � � — � � > C / / v � - - - - � � � � vvv v - - - - / - v \ - Ir / � � - - - - - - - - - / / / - - - - - � � � � � - - - - - - - - _ � � oo Z / / / - - \� J / / / v - - _ - - - - - -- - � A_ un FLOOD _ o "o a' -p LLJ — — v \ \ — — — — — — _ ago - a z ° o EE J / CR o � O / g _ -- - - — v _ — �� 'CO v -j FT / / / / \ I I I / / - - - - - - - - — o / - - CD — / - -_ z a / / A v v CONCRETE WASHOUT (TYP.) - - A 19/0 LF / az�- - _ v v — - -� - - / � - - - - � � �- � o � 1 / / "� o / / v / / \ _ 0� \ A `r � +� �. '� / �\ V V1 Z o O v / op p - - - — A ��/ / // �// � � vv v D � \ N \ v / —� / �o , -�- - > / - �" p �' - - � �s�o V/ U 00 w / ov � C // / / / // // A LpD / � � V � v / CV �/ /j/ / � � V ' / � CP w (� // / � � � � �� j/�/ / /FT � � EOOD� ZO Apo �� / �s _ _ �v A z O / � / Z / / ///� / ® i A)/l f N / /// / / / / / V �- / //��/�/� /� �� LpD \ / / LIMITS OF DISTURBANCE. 13.8 ACRES // ////� �� SILT FENCE (TYP.) �pQ THE CONSTRUCTION SEQUENCE MUST BE PROJECT SPECIFIC AND INCLUDE THE ET of / /� / \ / // /\ a�5 / / FOLLOWING (ADDITIONAL ITEMS SHALL BE ADDED DEPENDING ON SITE CONDITIONS): / �/ v / / / �00 / / 5% / I. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM LINCOLN COUNTY eT5 // / _ � � / // �� ,/ NATURAL RESOURCES DEPARTMENT. FLOOD ZONE ��AE�� 2. SET UP ON-SITE PRE-CONSTRUCTION CONFERENCE WITH NCDEO EROSION CONTROL INSPECTOR TO DISCUSS EROSION CONTROL MEASURES. FAILURE TO ego PERMANENT \ // / y �/j/ SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY LAND DISTURBING /0 SEDIMENT BASIN 01 ( �� / / - ACTIVITY IS A VIOLATION OF CHAPTER 8 OF THE NCDEO CODE AND IS SUBJECT it �ATO FINE. m N POST D.A.: 9.89 AC' V / M LDD �/ / / �' _ / _ 3. INSTALL CLEANWATER DIVERSIONS AND PROVIDE PERMANENT STABILIZATION. V N WIDTH: 98' 4. INSTALL SILT FENCE, INLET PROTECTION, SEDIMENT TRAPS, DIVERSION LENGTH: 393' // /� / �j - T - - - - / DITCHES, TREE PROTECTION, AND OTHER MEASURES AS SHOWN ON PLANS. N BOTTOM ELEV: 805' / •/ / / ��P�� _ /S5 �' - - - / CLEAR THE SITE ONLY AS NECESSARY TO INSTALL THESE DEVICES. \ - - TOP ELEV: H 4' / �/� / / / - - - / 5. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL W / I / V C / / lb EROSION CONTROL DEVICES AND STRUCTURES. ��//�� (1) 6. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH U) EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF Q EROSION CONTROL MEASURES. Z i / A 7. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE. Q_ / A i� _ / / / 8. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF U r EROSION CONTROL MEASURES. ALL DISTURBED AREAS SHALL BE SUFFICIENTLY z J tb / V A ✓` V ( \ STABILIZED WITH VEGETATION PRIOR TO REMOVAL. TEMPORARY SLOPE DRAINS \ \ �� ( SHALL REMAIN IN PLACE UNTIL APPROVED BY INSPECTOR TO BE REMOVED. v/ i 9. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE z O WITH THE N.C. EROSION AND SEDIMENT CONTROL DESIGN MANUAL, U.S. DEPT. OF 5 \ \ / EROSION CONTROL LEGEND / AGRICULTURE AND LINCOLN COUNTY SOIL EROSION AND SEDIMENTATION Cy 00 CONTROL ORDINANCE. z W 3:1 SIDE _ DESCRIPTION PLAN SYMBOL DESCRIPTION PLAN SYMBOL EROSION CONTROL NOTES:EE o Z SLOPES Q U Z O HEE (NC-SC) RE 14=6 INC \ V / _ - - j/ / / / / - / z — w P CAREY & Co, LLC � � � _ � / i o i / / / i I. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM - U DB. 1333, PG. 896 � v \ i � i - - / / � � � i 2 MIN. � � FILTER RING INLET � THE ZONING ADMINISTRATOR. TEMPORARY SKIMMER DEVICE e / - - - - / / / i SILT FENCE A PORTION OF MB. G, PG. 415 i � _ — / � Z PROTECTION O — 2. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS VIOLATION Z Z PIN: 3635-89-4693 SIZE: 2.50" v V / / / i — — — i ( � OF THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. O ORIFICE: 2.40" CIS � A �% A � // i � i - � i /� � \ - / / i �Y ' - TYPIC�OIVERSION OITCN SILT FENCE - HIGH 3. GRADING MORE THAN ON E ACRE WITHOUT AN APPROVED EROSION CONTROL INV. OUT: 805A0 �� A / / i i / i — — SILT FENCE OUTLET 1 _ _ _ / NOT TO scuE HAZARD DOUBLE ROW PLAN IS A VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND IS 36" SKIMMER PIPE % / / / / �� - - - / / �> SUBJECT TO A FINE. PERMANENT RIPRAP �� tea, \ ii i� / 4. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL 0 o \ - - / / / - _ / j i RIP RAP OUTLET ® SLOPES STEEPER THAN 3 HORIZONTAL TO I VERTICAL (3:1) SHALL BE CLEARING LIMITS CL OUTLET PROTECTION I �� VA\ / / i PROTECTION D50: 9' �� eoA \ \\V PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS LLI - s V AA \ - - / / / / / /� / // / HATCH LEGEND: SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM L• 20 I V A V / / / // �� j/ i LIMITS OF DISTURBANCE ROCK CHECK DAM « 1 1 THE LAST LAND-DISTURBING ACTIVITY. ALL OTHER DISTURBED AREAS SHALL U WI/W2: 9'/23' I/ A / // // _/ // / / i / BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER TH: 21" \ \ V / / / / / / \VA � �/ JURISDICTIONAL AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 5 CALENDAR DAYS FROM ( ) � — — // / / / i I TEMPORARY DIVERSION STABILIZED CONSTRUCTION THE LAST LAND-DISTURBING ACTIVITY. \\ \ \ / / / i WETLAND SWALE T� ENTRANCE I 5. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED / I SILT FENCE OUTLET (TYP.) \\\ \ \ � _ _ - / / / � 5 � i - \\ \\ \ / / / / BY A REPRESENTATIVE OF NCDEQ. �I lill I I IE�y v v — _ / / / �/ � �__ �, IF \\ VA - _ / / / / 9 i / i --_ - �0 BLOCK & GRAVEL INLET &. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER EMERGENCY SPILLWAY TREE PROTECTION Q THAN IO' REQUIRE ADEQUATE TERRACING. JOB N0: J-30017.0000 10' WIDE x 1.5' DEEP /A - j // / / / �� / �I Y P o PROTECTION / A _ - _ // i i i 7. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE DATE: 02/17/23 Y i A _ / / / �� I. AT SEDIMENT BASIN 01 CONTROL STRUCTURE ACRE THAT WAS NOT PREVIOUSLY APPROVED.. DRAWN: NSS / A _ / / FILTER BAG CATCH BASIN / C� (CS), CORE A TEMPORARY SEPARATE HOLE INTO TEMPORARY SEEDING TS / INLET PROTECTION DESIGNED: NSS THE CS FOR THE SKIMMER HEADER PIPE AT GENERAL NOTES REVIEWED: JKS PERMANENT ORIFICE BOTTOM PRINCIPLE / V A ,go i �/ // / SPILLWAY INVERT ELEVATION. PLUG TEMPORARY PERMANENT SEEDING P8 SUPER SILT FENCE 1. TOPSOIL SHALL BE STORED IN CLEARLY DEFINED SEPARATE AREAS WITHIN APPROVED: JKS 20' it / 5- _ // i / i i/ / G / / X i I / A v /j �� CORED HOLE AFTER FINAL STABILIZATION. STOCKPILES TO PREVENT MIXTURE WITH SUITABLE MATERIAL. CONTRACTOR IS SCALE: I" = 50' r i / i �j/ // // TO REMOVE EXCESS TOPSOIL FROM SITE AT END OF CONSTRUCTION. 40 I I / v / z // z / / // 2. CONTRACTOR TO SUPPLEMENT TOPSOIL IF ONSITE AMOUNT IS NOT SUFFICIENT. / / 2. CORE PERMANENT CONTROL STRUCTURE ORIFICE NAG S75 SLOPE MATTING FLOOD ZONE "AEA i / i� �� / J / /// AFTER FINAL STABILIZATION. 3. SILT FENCE AND SEDIMENT TUBES ARE TO REMAIN UNTIL SITE REACHES FINAL RUT STABILIZATION. DB. �152, PG. 514 4. ALL SLOPES 3:1 0R GREATER ARE TO BE MATTED WITH EROSION CONTROL MB. 15, PG. 191 BLANKET AND GRASSED BY HYDROSEED METHOD. 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A ® 0.50% 76 LF 18"-RCP 57 U 55 LF 15" RCP u 235 LF 18" RCP ® 0.48% 810 810 800 800 tU J J 805 805 795 795 vj U) Z O J Hz J LL O :�E 1r 800 800 790 790 a o- O U [Ld L'd CO t I r CO W O N O m O N O V L Co ( Q g) O cli fn 1` ti GD U CD N N OD N t1� N co co � N f(n IT - In co co CD co C � CDaj OD z Z 9+00 10+00 11+00 12+00 13+00 -0+25 0+00 1+00 1+50 W Finger Mill — Drainage — Run 6 g g Finger Mill — Drainage — Run 7 C) STATIONS: 9+00 — 13+00 STATIONS: —0+25 — 1+50 U) SCALE: HORZ.: 1" = 40' SCALE: HORZ.: 1" = 40' W VERT.: 1" = 4' VERT.: 1" = 4' LEGEND CU EXISTING GRADE JOB NO: J-30017.0000 DATE: 02/17/23 PROPOSED GRADE DRAWN: NSS DESIGNED: NSS REVIEWED: JKS APPROVED: JKS HGL LINE SCALE: I = 40 0 a o : v: Z z: do : O y a0w o :Qa Z '• ~at5 z z LLI a ////lllllllllll� LL LLI 0 r� i z a M �bQ U)U) p•:o a d a z _U w wr— z: _ U)o N z Y- � •mod. � �' p d ' d :co 0 ��►►Unnlllllll�� 0 0 0 r 0 0 W r H o Q M N r m 840 840 cn z Ln 835 835 cr w 830 M 830 830 830 M .: W U) -: W U- Z LZ 825 825 825 825 0 D (n Z 0 o i U 6 30 Q 0 i30 M w ( D 820 820 820 820 Q H Q CV � w U E 0 oz ° 23� 0 3 815 36� RAP 3 815 815 815 � 3 i i 810 810 810 810 tU 736 LF 36" RCP 0 IAOX J 805 805 805 805 vj Z cn O w J Hz J U- J � � — 0 800 800 800 800 � a CL U Uz w H o L � 0) n � Ln am U W L Q U z m � m °° °' i � J LL Z j —0+25 0+00 1+00 —0+25 0+00 1+00 W (� Culvert Design — Run 8 Culvert Design — Run 9 C) STATIONS: -0+25 - 1+00 STATIONS: -0+25 - 1+00 U) SCALE: HORZ.: 1" = 40' SCALE: HORZ.: 1" = 40' W VERT.: 1" = 4' VERT.: 1" = 4' U JOB NO: J-30017.0000 DATE: 02/17/23 DRAWN: NSS DESIGNED: NSS REVIEWED: JKS APPROVED: JKS SCALE: I" = 40'