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CF Academy Modular Classroom Addition Plans for TRC - 04-01-24_v1
NOW OR FORMERLY CAPE FEAR ACADEMY, INC. BOOK 5496 PAGE 932 LAND USE: 821--SCHOOL ° ZONING: R-15 BOX OX META tfLf�f ` TRANSFORMER FENCE METAL FENCE ELECTRIC } � BOx RE -PAINING -__ ------4s---�P _ TRANSFORMER WALL WATER VAULT --------,__ � � __ •ter+—.��.��� �..��_� _�,,..'� _%_ _ �_=�.5.8�'32'7 0" E-Oa.6'S`---_s_ x � LOCATION MAP NTs-41r.__ -__ _ - _ - - 42 - - - _ - - - _ ------------- ---.� L--PI�JECT - i+ _ ________ - - I i i i ✓ r 4',MIG} I CHAIN LINK %FENCE~- f -f .J ASJ1 1 � I , • r�,f IIll ]I ¢ r 1 f I �T i ALT PARKING i i i'� ■f L r r• � I + [ + �6, HMI-x,e%_, z_ f ^' + �- ,t �I' `' •�' ` , , 'ff'f� �a %—■ r ! SAND I I I x� -- —} i GH CHAIN LINK FENCE 1 PLAY 1 �I i i '■ + �I ' s1 j s7--------------- r , AREA Ij RETAINING 1`i ;` �r I,r + ,\ 1! i '�' a i I�YI i GRASS AREA L, , I� � r .5 — I r � � I-•-- g r r �. a I r "I I ] ^; y i SAND VOLLEYBALL i �J.�T� L.J 1 r ■� Lp COURTS ' LP ASPHALT "��� , N 111 SASKETBALL LP ■� ¢ I I • LPS f \ + f I I COURT M �� NOW OR FORMERLY (to CAPE FEAR ACADEMY, INC_ -I 1 I'{ ' I = - ■` ; ' `' BOOK 5496 PAGE 932 1 I ' "� 'f ` ` I ■ti I i '` LAND USE: 763-AUXILIARY PARKING -I 1� ; '" i I • COVERED ASPHALT PAf�KING i +, II 71pNING: R-15 I 1; 'I I ; I .-'CONCRETE- r s .3 i i I SCALED FROM C.O. W. I U 77LI TIES PLAN 16" PIPE (WATER) APPROXIMA TE L OCA 77ON I 8" WA TER MAIN (APPROXIMA TE L OCA TIQN) 1 6" WA TER MAIN (APPROXIMATE LOCATION) {t--off w 'V Caul �iE I - PED I Bax � \\ � I I I I i p_,Ul_ GAS VALM WATER VAULT i PAD �I --�� ��� ASPHALT DRIVE at I j as _ _ i - : f - )' •� ~1::;, ;",�;� - -:t.. 47 ��_ WATER r — I ,f�— ` f 1 i 4 I METER �1 LEGEND - - ,� - �-- _ _,G� as 1 . \ `,;■ I 1`1 �•, . _ \ • Ir PP$ I! ;r �•v216 PROPERTY LINE i i ik �, i. :-' �� I ' I I �� �■ DISTURBED AREA LIMITS + EXISTING ,• .� [] , , , I J, I ' I BUILDING 35 PROPOSED CONTOUR + '•� \ : • • I , - 1 �J I f ; , 3 i BUILIQING TEMPORARY SILT FENCE . +, < J I. • ri 11,• . , +' 0 k WA) EXISTING PROPOSED r LMETER BUILDING MODULAR �I m PROPOSED STORMDRAIN PIPE BACKFLbW PREVEN7tR 65'Xq 23' 8W PROPOSED WATERLINE i EXISTING 1 '+ HVAC _ BUILDING , 1 . GREASE 55 PROPOSED SANITARY SEWER ,f ', TRAP J _ - q f > zn 41 3 PROPOSED SPOT ELEVATION FLOW LINE I HVAC ■ t � BACKFLOW PREVENTER C ® I � i /"'� ` ' • � \ �.` a � I �� � i e � ; � i I ,�%�,�kL,`x`'' -- 47 --_' ,�' ■ , vo ^ �® PROPOSED SPOT ELEVATION TOP OF CURB r41.85 PROPOSED SPOT ELEVATION FINISH GRADE --------- LINK FENCEy ,�x�k -•-x _ I r_ -.x �' I r , *� �'. . N -..',�, 45 � �� � r • ♦ 10' ' GHCHAIN— FLARED%Ic am 'l R , f„ •` 1! I r , ; ; I I END SECTION WITH LI K FENCE `—%�\------1�. I , RIP —RAP ENERGY DISSIPATOR-, � � DROP INLET WITH INLET PROTECTION (DI) r�`\+ f ''.■� cATva I i i is it i I CURB INLET WITH INLET PROTECTION (CI) \ ii TRANSFORMER i ---- -- l R '■, I 1 ' i i ' i i I JUNCTION BOX WITH INLET PROTECTION JB 1 r CAP �' FEAR Y � �.: s. , • .. _ .� ______�`r ,, � I / ; ; ; ; f ! PIS R06618 05 008-00� - ; --�_ �, � \ I , I n<<� � PROPOSED FIRE HYDRANT . ! _ r l 1 j 4'�5,0� ------ - ! �\ I '= \ -49------ !i f 10 01 Cues v 3"PINE 13"PINE -lp--lp--'+p__Tp--Tp--rn--7p-- EXISTING CONTOUR EXISTING TREE TO BE SAVED EXISTING TREE TO BE REMOVED TREE PROTECTION FENCING CONCRETE INTERIOR/FOUNDATION LANDSCAPING BASEBALL FIELD I` WOODED AREA { ; 15-12-TO19`LLP i-,` ;\ �4 ' I0-TO13" WO I1 6-4"TO6"M If NOW OR FORMERLY HOHL BOOK 6604PAGE i2536 LAND USE: 10-SINGLE FAMILY RESIflEfgTIAL ' - ( �•ti ZONING. R--1$ !1 ; .' / I +� 1 ' ` 1 , � ■ '■ I I I , 1 ' I I SHEET INDEX Co OVERALL SITE PLAN 1-1 INVENTORY SITE PLAN C1 TREE REMOVAL PLAN C2 GRADING, DRAINAGE, EROSION CONTROL, & UTILITY PLAN C3 LAYOUT PLAN C4.0 NOTES & DETAILS C4.1 NOTES & DETAILS / +ilk �\-' i _�- µ•, '-_■ �a ; ;• CATVI) l ii 1 j r4�+q `, --' ■. - II I PFIBER P IZ I /I / I r• ,1 l �_- r ��` I OPTIC UL I Lr2J1 N--► 40 If ----------------- '-"PROJECT AREA ------------ II 1 I� ; I t I / � ]O �► r i I� i � I i , / f i l i pto j i~ + , , r r ` , , ► � I SCALED FROM C.O.W. 1 i 10\ f� U77LI77ES PLAN j , , , + , 1 •■ � 16" PIPE (WATER) ' '; r `•� + i �`. APPROXIMATE LOCATION La,r I i � � -_�`. i + ■ lam` U` i ■ it i` ' i ' • ' � fl +'I � I `:■ � ' ■ �_ NN DR FORMERLY j� CAPEAR ACADEMY I 1\`� /7 BOOK 6568 PAGE 2294 ' t-z�' �� ;� `.i ! ■s LAND USE: 866-PLACE OF 1 WORSHIP & ASSOCIATED I `JA 1 ZONING: 8-1 C7 f i ` + i i ►� � aI 1 i� I ■ , , r , I r I j ��; / ' �• a r I 1 I I ►4 I ■ I +max—x Y1 �--------- 1 + 7g°7g• � W `yam `� �' +� ' `1► + NOW OR FORMERLY `► TRECA MOLDINGS LLC BOOK 6171 PAGE 272 J �LAND USE: 810--VETERINARY NOW DR FORMERLY ~1� ►ECM r ZONING: B-1 AIMONE _ BOOK 6631 PAGE 907 LAND USE: 10-SINGLE FAMILY RESIDENTIAL - r ZONING: R-15 I =1 3� S I U�CL J m I 0 I � LiJI CD W II, JJ UI 01 VTI 6 SITE DATA TABLE PARCEL ID#: PARCEL PIN#. SITE ADDRESS: PARCEL OWNER: PARCEL AREA: PROPOSED PARCEL USE: CURRENT ZONING: CAMA LAND CLASSIFICATION: SOIL TYPE: PROJECT AREA: BUILDING SETBACKS R--15: FRONT SETBACK: INTERIOR SIDE SETBACK: REAR SETBACK: BUILDING SETBACKS PROPOSED: FRONT SETBACK: INTERIOR SIDE SETBACK: REAR SETBACK: BUILDING INFORMATION: TOTAL # OF BUILDINGS= TOTAL SF OF BUILDINGS= NUMBER OF STORIES= TOTAL. BUILDING HEIGHT= CONSTRUCTION TYPE= IMPERVIO 0.9 &11ITfeT R06618-006-008-000 313514.44.7316.000 4008 COLLEGE RD CAPE FEAR ACADEMY 9.96 AC. SCHOOL MODULAR CLASSROOM R-15 URBAN Le, Kr, Ly 107,643 SF 25' 10' 20' 255' 159' 480' 1 7,995 SF 1 15' V6 BUILDING= 7,217 SF ASPHALT, CONCRETE, CURB & GUTTER= 39,224 SF SIDEWALK= 5,104 SF TOTAL= 51,545 SF PROPOSED (WITHIN PROJECT AREA): BUILDING= 7,995 SF ASPHALT, CONCRETE, CURB & GUTTER= 0 SF SIDEWALK= 1,657 SF FUTURE= 347 SF TOTAL IMPERVIOUS AREA= 9,999 SF REQUIRED -PARKING: MIDDLE & HIGH SCHOOL CLASSROOMS 1 SPACES PER 4 STUDENTS TOTAL # STUDENTS: 125 (20 EXISTING, 105 PROPOSED) TOTAL PARKS REQUIRED: 32 TOTAL PARKS PROVIDED: 59 (EXISTING) Z o_ Q 2 0 0 U) Q J U Q J 0 Z2 J � W N r Lu U � N U) Q W Z QW Z Q W J jj� L' 0 LLJ WC) Z W o _j U °i HC PARKS INCLUDED IN TOTAL: 2 (EXISTING) Wp LANDSCAPING: w REQUIRED FOUNDATION PLANTINGS: O PROPOSED BUILDING FRONT- _ FRONT (65') X (15') X .12= 117 SF REQUIRED, 158 SF PROVIDED ~ Z CLC' AREA OF DISTURBED LIMITS = 0.9f ACRES (39,420 SF) Q W � 0 E LLQ0]-WS_ W -0 NOTES: ¢wWC-4O 0 w 1 } SITE IS NOT LOCATED WITHIN THE 140-YEAR FLOOD PLAIN BOUNDARY PER NC FIRS MAP 3720313500K. z Q Z 0- J_ W W U U o f Q�Q Z00cr, Om0�I=-OU Q e r w Lu -1 � Z Z O W m�� .-..-� L) = d Qo CD Q SCALE: V = 40' ❑ 40 80 120 F� N Q • N � U N O PH W a N W lJ q � ' N v1 N LLrf 0 ❑ o C} v ❑ W (D � N P~ Licence #C:-3641 24006 DES. JST CKD. JPN DRWN. RPH DATE 4/1 /24 CO 1 I/< r 1 ! i 1 ` RETAINING WALL NOW OR FORMERLY CAPE FEAR ACADEMY, INC. BOOK 5496 PAGE 932 LAND USE: 821-SCHOOL ZONING: R-15 FA 1 I SCALED FROM C. O. W IJ UTILITIES PLAN 16" PIPE (WATER) APPROXIMATE LOCATION LOCATION OF EXISTING SSMH (CONTRACTOR 8- WATER MAIN I � TO CONFIRM) ; I _X (APPROXIMATE LOCATION) I � _ u METAL I ELECTRIC FENCE 16" WATER MAIN RETAINING i , •3.86 s 61 TR SFORMER cox WALL ; I (APPROXIMATE LOCATION) WATER GAS ' r: - I - - _ �-����a.� --- .a3-2 sgs.5a.-_ --- as _ y~�'a3!��---- .51 VAULT VALVEr 3 Ta EI 7 aD-ns a s.Ds 7 8 WATER - - .41.31 11 �1 "+a err-_s ■ mow --ram-- i� �r.I�t� ;� _ °44.85�s_a -y_:� �r5r$�3- >�0,. C 47 41AG I+ I I j F--- �i I 8"LO r� _�-47�-_-48 �'� o. �..� --- - _ R° - _ 7.4-_ , - - VAULT ji I' - r t - s/s,L°____-_______�-49 °s __ _ � �-` 4'�1� _ ��+qt 44.•�Y. ` LP ° __d$`��`�� _�L __------ ~-- - - - � � -�i -=s�K2 z � = ,39.9, =as36°3� =a'a,2a °4a-32 _� u �a x-, aI es35 -�-a35S3* ■' i46-86 \ / L 37i3 _'__ Si2N �na,L La I + 4 � ----- •�K$"La `♦ + 7 +� __ L y� kLP _ aaria P 1� ti .r r 1 \\ 43ss .43. L tt a1°a$ -r •3�.>a�- e .41-19 r _ HIGH CHAIN LENT{ FEN_C ♦� LL °■'-r I -------`-- - _ _ 1 l / yg 3z3.75 39 '-.3378 ---_ - 1 _ - -, , r. ss - -ti N_da,25 PED i 47130 3g_84� I I I I t, 0 377 % v 40 - - - :36_ZL I ' DSL L ,;^Llp ■ 45.4E fHAIN . 47,94 6,�g-� �T- 44.75�44.16 ° _49 8 5 I v,• r �� .Sp ~'e-5�T9-/Je _0 3y 36 F6i I I I rr 16. Z s . 6'LD ° 8"LO r 74•LLP •47.6� - I 17"LLP 1 I M r - LM1s 38' I j I I I 1 1] a + 4.54° 1 -_- - 43-23 Ly ° 42-79 l r r ° 40.61 .a / I J r ° 4 6 039`31-�♦_ �,+{ ! I a°dQ.l? �4E1i APPROXIMATE ■ / ` j �. I .44 .44.93 7ss 43.29 .43. 7 LOCATION OF __ d T I 7%0 \ ASPHALT PARK4IBI; 9 r / ' 44.86 ° 41.27 r ■ •� ~' 1 ] I B X I 29 ° 39-87 .39.83 r I y;• 6]94 .48.41 pgs"L0 9"LO A f ;* �44 50 22 ■ s EXISTING SEWER + S 9-92 9.49 ~~ ' [a7 J i I ° 482683y �r�� � ° 6•Lp °�'t ,3"1¢ ' 1 *s _ ' I j '■ (CONTRACTOR a,-a7 71 \ r / , I 739128�1D P 39-07 I ra'- + i 6' THIGH CHAIN LINKNCE`oT7,^�s ' \\ l,l ) r ■ SAND i 2- TO CONFIRM - 41.81 1 ■ r i = aD.bS _ 4 i I Lai) ! I PLAY I 43.0 a 42.23 ■ .40,75 .40.80 ■ r .40-56 a I r 7 1' r I , AREA I i c9 11 r WOODED AREA \\ r 1] + rr I r I _ 47 ------ - + \ I I l r ! RETAININ[�A , .hz09r� -� - T46.a5 I 16 1s` t N 1 I 9-69 I r+ r I I I WALL f, y' I r 1 II \ DBL LD I -I Y° d3-0� f n I 20-12"TO17'LLP \ f + + Ill 11 r °�3�.ab rr 1 ] ! I 42.58 41.99 1 +I I ' 40.45 5147 f II', i; CL r■ ' 4.31.03 RRAM Af■�jjj a 42-4 41.381' ` I~� . ! ■ l r + r jl4_,y7 � . 42.93 j� 39.89 1 i . 47.03 I 1 I N Q,,,' f' l ' SAND VOLLEYBALL % ; i5 +a_3 < •a,-7 r E Gi' 1.91 v .39.34 ' f 41.08 �` ° 40-65 ! I $ � . 9.08. A 42.83 j r` r ■ W -1pLP. L COURTS + Lp ASPHALT i r ' -r a3- r N ( r 41.2z 1'd.3 -7s44.24 5,fi�'-�446.88----�_�_a6.6TE804 BASKETBALL 'j�P ; ¢ 42.71 a26 j ! .\ ! �'j'" - N•V 37.81 40-37 tj y 1I^45.03 LP70.78°4�4D.-_r+COURT T - ! .I.ss tt 41.zs 5 t' 36.JNOW OR FORMERLY -843 ! / -. a0-52 ° i0 ss Z .70 y 5 a3939.39 I J / r` -42.8a APPROXIMATE 79 {II f I �I .47.y7 I I ! ■ti , �J `� El LOCAlTON OF ° 47.73 .■ 40 - 93.98 CAPE FEAR ACADEMY, INC. I 1"+ s-1 I ' I a40 3 -4 44 LP . 9.82 BOOK 5496 PAGE 932 r f r , j a" COVERED / y ASPHALT PARKING° 42.29EXISTING WATER 7 y - r LAND USE: 763-AUXILIARY PARKING �°," �" ' I � I 7TDNING: R-15 f ' - I � i 1 i � l i I °CONCRETE, � ,t;_ 3 � I 1 1 � .40.97 "� 0.12 .34 �-•I 1 "�� 1] I PAD - �� 4 .79 - .40-69 ° 40.57 ° 40.76=$�:�§ 0.34 �} Y + / + • I ASPHALT DRIVE -40.54 40.62 -I L J - - a 45 9. 4 .63 L46.4� I I .44.s " " / I LP�3j22 I 41-6s ° `M1 ■ 22 I - - - - 20LLP r----- 47 _ _`--.148.2 46.O _ - • _ c 0 .. r _ 7 Y• M a F \ 19YlP .46-59 ` �_- _ * j j • _ c . -. - :` - 4i159122�a 39� '11 n, lA a H, H, x, wl _ - I "L0 1 5■` . 4�. P ` $•t0. r ° 46.98° ° 45.87 I •6rr " �� $S "Q �_ - ° 41.27,r ° 4�:,6 .39�. 2�j ' •H V 3-7.�440 � * * � f METER 4D.1 D Q I • 1■♦3'LLP ° 46.54 ■ j r ' ~ aT.81 a2' _ _� ° 0. 11 I Q l3"LLP _yy - P . 39.62 I 1°1 i ■■-j46.72 .44.86 •4$. 57 / t _ r . 42. 4 42.31 �f'♦ \ , ♦.39-46 .39.45 ' 12'LLP . a .83 V ■ j ■ - - ■ ° a0.49 40.21 36.2L{8 I i I ; 4a! 44-,� 42.93 as _ ■ . a0.45 ° ' 1 L ■, �a ` .39. L 40.48 Z "M 1 ,a LLP w I ° a 4s 1 D6 42.si5; b r T 1' 75 LeP ,2'L1P APPRO}LIMATE PP 11 + I 9 ■■ `� y ° 43. ,;p, ` LOCATION OF P 1 i } ,z'LLP ■ 75"iLP i 4+ itIL7 Li .4Q t t3 L EXIST OF WATER j i�'! '■ ' - r 41bM.89 °4s-19 V 73"LLP 1 j ■I ♦♦ ■ . y7 t t-3s-1'7 .4 4C382 dt4:Jj8 ' 15'LLP , ° 4a-64 L 1 i ° a1.94 19`1-8P / I '�S`+"i �`_�_ I y . 46-2d 3a y a 3•LLP 1 1 11 E STING .■ y a t � I I sI 9' +t .47.19 .47.37 1 .45.85 ■ , g, 1, 1 y yl _� .:59.72 I 1 1 7R�:o ■ ILO}NG ' t 1 I s 7 + 4.34 3.46 t 1 - 40 };-LIP 1 , I •1 1 k 16 9" ■ 1 43.4i;i 1 r, 1 1 14"LBP, .4D-12 7313'L 1 'nl , , ! I �J �. _ v a s a - J 6•L0 .95 ■ k4.36 '�' 4 .4a .. .a 09. t i . 40.93 . 40.13 .40.39 4````4lluu..�..J�++�--7�iii7� 1 1 I i I , i *S-'T$ v I L , �w-7, EASTING ■ 's .44.1A .. _ I y �. ° ap.41 \ 1 l I , I I ;� ° L + C _.,.l7•M15"LLP ■■ L • 44 O It .43.65 •' i t 1 - ' �I I P�,1 1 1- 7 y ! SCE-�� BLII>`QING n ■ WA I R 1 td'u P + 24 d i I I I I .44.83 • 6'LOj yt j lg"L,p d '=44.45 =a4.24 1 EXISTING 1 4 ,-r�-)_ 15^Up 15 LLP 6^Lp L+s1I I I $j I 4§u(I�iE 12"LLP .4155 43,T8 : a I 41 2.71 { r � ��, 1 i 1 BUILDING ;3 �!'■ 4 "� ,6"LLP la"LLP 1 1 BACK f ®d5.6 -4 1 T4D. { . `+...GG 14"LLP ° - - - - EI R 1 ; i +y + as.3 r , a"LLP - . • _ a k: t .■ 1z"LLP / 12.0 6 p s 6"Lo y PREVENT�R 8'LLP F3"L iT .a .s3-� °(74 y HVAC C,r_-_1,�� P}�,�','+1.�{ � ° III 1 - - - - I ♦r L ° 45.471 L �'``� EXISTING ' y"r • . N ■■■ ' v 17"LLPy ", C�, ,j]■' ^L 11"LQ �1 •{" l I I' I , ` ' 5"LO ■ 1 i5"LIP ° 14"LLRi. ""°} BUILDING ° ¢6 _LP °•• 16•LLP LL ] GREASE I. 42.81 - 42.39r �_r 4,.99 . "`ttt..i�� 4 '°J'7 i i 1 ` 1 46.49 ,r 1 ■ TRAP~ ° 43r11 f ■■ ■■ ° 40.57 f`'�} 15"LLPZ •� 13-LL 8" p I I FE t , I I 1 1 O r . . d7-79 ♦ ■ y 1 o•a2A1• ■ ■ + 12"LLPL ""9 .a7.09 6"L0 .43.90 HVAC 1 _ ■ ■ °39.9p j 4.�-� 8"W 1 1 7d l a49.i4 .a0.75 j .aka t�r °� ------ 8"LLP _ ' G -44.b9 r HACKFL6IN i ■ ` ■ j 14'LLP -1 J I N 12i'''•'-. , W4 3a 7a•LD 39I4a ° I 7 ryt.-a ___ .a7.70 ■ 1 ' CO"4„ry ■ ti ,w ~ ao - z y „ I�rL { I I iI° I �y S ■ ° 39.95 . e-4.IIi?ii71 �?75 1� I I 6-�-, -- -- •� _�- �-�--~ i I 1 ✓i PREVENT , ■ ,a ti f`�'��y � � � � � _ .o I I { ` . 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LAND USE: 810-VETERINARY + I 0 f ZONING: B-1 CM r � r � I I I I � I] 0 CC] Mf f IjII :D I ial a If � I � S I 1 TREE INVENTORY TABLE DOCUMENTED TREES: LONG LEAF PINE: LOBLOLLY PINE: LIVE OAK: SWAMP BAY: 12" (59) 13" (2) 4" (6) 10" (1) 13" (41) 14" (3) 5" (7) 12" (1) 14" (44) 15" (2) fin (13) 15'° (22) 16- (2) 7" (3) DOUBLE 16- (17) BAY: 1711 (7) 19" (2) g" (3) 878" (1) 20" (2) 10" (1) DOUBLE LONG 11" (1) LEAF PINE: 8"/12" (1) MAGNOLIA: DOUBLE LIVE OAK: " 4" 5 4"/6" (1) 8l-/1" (1 } 5- 5" (4) 5"/6" (1) >, s {5) 51Ps1 7" (1) 16"/16" (1 } RED MAPLE: 8" (2) " (1) TRIPLE LIVE OAK: 7" DOUBLE 5"/8"/9" (1) (1) MAGNOLIA: fi /8 /9 (1 } D" 4-"/7" (1) DOUBLE TRIPLE WILLOW: WOODED AREA LONG LEAF PINES: RED MAPLE: MAGNOLIA: 811 (1) 1 7"/8" (1) 2 /5 /5 (1 ) TRIPLE CEDAR: WATER OAK: RED MAPLE: 6" (1) 15" (1) 5"/6"/9" (1) HOLLY- 4- (1) SIGNIFICANT TREES: DOUBLE LONG LEAF PINE: MAGNOLIA: WILLOW: 18" (3) 7 3" (1) 8"/12" (1) 19" (2) 9"/13" (1) 20" (1) Rm 1 1, 1 1 I 1 l 1 I i i SCALE: 1 " = 40' 0 40 80 120 Z z Q0 J I_ a p J Q 00 20 W C0 j- LJ Q WC3 F -, Q D Z 0 0 W CV w r C� U � N Q W Z 0< wz W J a Z LL 0 Z CL C:) :E © J_ Z ) c C LL O W Q H Z U) 0 ❑ a LLI uU7 °4 Er- N E 0 QU]. 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W.14"LLP 1 r 2/5/5„ 1 7' LOa4 , "M TRP M 1 1_ UTILITIES PLAN I I LLP + 0-- 5"LL I 16 " PIPE (WA TER) I 15'LLP ll� , 44 rl9 ° 43 89 0 44.63 ■ ! 4"M 14"' LP `� ■ ° 44 82 j • + APPROXIMA TE LOCA TION 15"L 14"LLP 14'{LLP ° 44-92 \ -� 1 + 114"LLP 8/15" �'0 U - 43.91 ro 12"LLPO `. 1 DEL LL ■■ I I I �` I 1 6 M ■b 43.99 76» ILP ,! 127LLP 44. 12"LLP0 13"LLP j 1 12"LLP i rr 12"LLP , �r� its 7 ! 1• ! 1 ► °` NOW OR FORMERLY d 0 44-46 1 z ° 44.s3 I g`■ 1`■ 14"LLP CAPE FEAR ACADEMY 1 I 13"LLP0 ■ � n� 0 44.68 14"LLP U12"LLP o 44. 61 1 ♦ 16"LLP 1 `� " BOOK 6568 PAGE 2294 ' Z I U �rr�� 'I$4�5 16"LLP ° 44A3 v 73"LLP �j 1 4 M LAND USE: 866--PLACE OF 44.61 �J I I - 0 01,27 1 6M 1 ` S' U k U15"LLP I 1 15 LLP 14..H I 5IM 16"LLP �A WORSHIP & ASSOCIATED -44,62 r 012"tLP ; I 12"LLP : U IIJ44.D2 , ■ ZONING: B-1 r , , ` ; 13"I,1P 13"LLP 3"LLP U r l ,4"LLP ! •� .43.9p I 1 16"LLP ►Q �� -I +ti n I 14"LLP . I 1 1 14"LLPr• j 1 ` 44-38 r1 j 12"LLP j 16"LLP 0 44.37 11 �0� TT 11 000 1 � I ¢� r 44,04 I 444777 ���yyyJJJ 1 r I 1 16'LLP 8 M 1 -'�44.3 I I 1 x n 44.63 12"LLP 16 LP ' 410 � I ■ 1 � 3 3.50 - * 4gfi �- J ° 44.24 `, ,1 Eft 29 ° 44 12"LLP 14 LLP �4Al M �� I �x &.. I NOW OR FORMERLY CAPE; FEAR ACADEMY, INC. BOOK 5496 PAGE 932 LAND USE: 821-SCHOOL ZONING: R-15 TRANSFORMER ELECTRIC BOX -I MET FEN i APPROXIMATE LOCATION OF EXISTING SSMH (CONTRACTOR TO CONFIRM) ELECTRIC SOX MET RETAINING TREE INVENTORY TABLE Z O DOCUMENTED TREES: LONG LEAF PINE: LOBLOLLY PINE: LIVE OAK: SWAMP BAY: 0 12" (59) 13" (2) 4" (6) 10" (1) ❑ 13" (41) 14" (3) 5" (7) 12" (1) 14" (44) 15" (2) 6" (13) 15" (22) 16" (2) 7" (3) DOUBLE CC C 16" (17) 17" (1) 8" (8) SWAMP BAY: O 17- (7) 19„ (2) 9" (3) 8"/8" (1) 20" (2) 10" (1) O DOUBLE LONG 11" (1) LEAF PINE: U) 8"/12" (1) A: MAGNOLIA: n DOUBLE LIVE OAK: " n n n 6" (5) 5"/8" (1) 7" (1) 16"/16" (1 } RED MAPLE: 8" (2) " (1) TRIPLE LIVE OAK: Q 7" DOUBLE 5/8/9" (1 } 1 (1) MAGNOLIA: 6"/8"/9" (1 } Z) O" 4"/7n (1) ❑LLOW: DOUBLE TRIPLE WILLOW -WOODED AREA LONG LEAF PINES: Z RED MAPLE: MAGNOLIA: $" (1} n_ n ( } 12 17 20 7"/8" (1) 2"/5"/5" (1 ) J TRIPLE CEDAR: WATER OAK: 15" (1) RED MAPLE: 6" (1) J W N 5"/6"/9" (1) HOLLY: 4" (1} > Q ❑ of OD C� SIGNIFICANT TREES: o Q W Z LONG PINE: MAGNOLIA: DOUBLE C G 0 LEAF WILLOW: ()� - 13" (1) (1) W Z 19" (2) 9"/13" A J 2O (1) � W0 W0 z LL c) _3 TREE REMOVAL TABLE U c0�' DOCUMENTED TREES: LONG LEAF PINE: LOBLOLLY PINE: LL 12" (9) " 13" (4) 16" (1) 14" (1) 19" (1) w z _ I--- 15" (3) 16" (2) Q w a_ OfU) C 21 0 ❑ W U) Ir C\i E aQLU}W W o�zWw�o� Lu U LL¢0 z LL p W Q �Q -Zw �C7 m L L Q b b U LLI<ou-oL}` mm� ZzoWcl)ZI-- m 75 2 A 0��< SCALE: 1 = 30' 0 30 60 90 ll Cl0=4 O Q ..--I co xn 00 N U ��o 0 W H Pxi W a W N 0 H N � LID Z q � y 7 q O 0 �4 rv, z�'■ C P, Licence #C-3641 24006 DES. ,1ST CKD. JPN DRWH. RPH DATE 4/1 /24 C1 ELECTRIC BOX ---i APPROXIMATE LOCATION OF T 1E EXISTING SSMH (CONTRACTOR i = 8„ WA TER MAIN 1 TO CONFIRM) �� A PPIR OXI MA TE L C CA TI QIV I METAL j ELECTRIC FENCE yv BOX RETAINING I3.86 16" WA TER MAIN _ 43 --- - .61 TR SFORM ER WALL I 9 (APPRUXIMA TE L OCA TI CA 427919 0 43.50 52 k ..8 ________� o 43.81 2.51 WATER GAS T 0 44.85 44 - ° 43 --� - - - o-- �- VAULT VALVE 3 a M. 37 40.06 io 4 i.31 4 _x - - S 8863 C - 62 C) 1 8 WATER , � r �_- xxx E -.47 41.9Q _ _ 1 VAULT i 1 ���w ------ ��_sx�x--0 - _ _ n39.91I I I I 0 44.47 - - 3.48 �- 1 �� x II R LP ° - ___ -__- ------ 43 - ° ------------ i3" - z�' - x-x�x-x x_ x x _x3-x_ x 42 ��-- J 4�. �40''=-- 9w--- w-_-8" - w_ Wg v -'2 _ -- --- -- ---- - sw�dw-- Faw-�sw sw sw I 1 N 4 44 � 4 - - -�=a �a _ 38 _ .T.� 3,g _ 1 1 1 1 I ! ,� I i o 43.93 43. 2 1 i 4' PP J j° 37.-9U ! ='�� = ��-3� 7 i- �.r---- 44 1 0 41.19 LP_ ° 40.68 - o 39. 9.8 __ a 3 _ _-_------- - 38 ---° =�? d�-�= _ - �'�" 37.95E I 1 r_ 9. 4°e 39.93� _0975- 39 ----- 0 37$-__-=��99-_ 3��@ �=6� `_ Q ��25 I PED ;' + 1 7 . , -- 40 - 1 3g _ q 38 - �1 36.81 ° 36..Z1_ PP I I , FENCE I r 4 °�. 59 I I x-x 44.16 I 49 ti 1 G 0 40.1$.5Q - -------___I I + I - fZE 4 .6 -0333 -.- --e38. 3g -a38 3 3�3�. 161 16"LLPxr-- I� 11 I r o 0 4.50 � � -- - 43.23 ° 42.79 ASPHALT PARK��i� � APPROXIMATE � - i , / / l -_ 3s 4- o f.581_ 1 o 40. 61 NO .o _ _ ■ 1 .50 43.29 a 43.7 y LOCATION OF r ^�� l 9.4 - _ I + 3.22 EXISTING SEWER o 41.27 r ° 39.87 0 39 3 -�1 ! , B0x ; I 2g x (CONTRACTOR 41.47 rr , ,' �� y 2' TEMP. CHECK DAM 1� 39t � 12q.39b SAND x+ 42. 11 TO CONFIRM r 1 0 } 041.81 S .� 40 039.91 1 r 1r p �I ti 1 o40.56 I 1 I PLAY x l 43.0� ur 42.23 �' r o 40.75 0 40.6Q i ,/ \ ! I r l 1 0 9. 9 , t AREA ; / 1 WOODED AREA \ t I 4+ t I I /16" jl z I 042.4 ', r t 1 BL LO �xl 43.19 ° 43.{] r 1 r , 42.58 41.99 ,r l v" 40.45 20-1 T017 LLP 11 � i 1 � x, Q r o 4-J.03 I IL I �, o 42.93 GRA98j ARE o 42.4 j° 39.89 ,� r CLEAR/MAINTAIN DITCH xf � I 41.38r i � 144.3 � , °�' - 41- 1 ° 41.7 r 240.64o s 0 1 SIDE SLOPES 3:1 MAX ' ° 9.0 .24 0 39.34 t Ir �1134; + T 41.08 Qr 9 r o40.65 IF REGRADING REQUIRED, SIDE SLOPES o �,080 36 42.83 �r o 41 I . _ �-- _ _ 8 � SHALL BE SODDED OR LINED WITH EC �' + I 1 { I TIE INTO EXIST. WATER ' i 14V 37.81 MATTING AND SEEDED IMMEDIATELY 1 I� , ' i o 3 76 43. 8 r < 42 71 42 6 `� 0D -LINE. FIELD VERIFY --5 ° l . 45 40 414 I � ¢ 47 .66 UJ c�4 ❑ 110 r- 1.26 LOCATION & SIZE ° 40.5223 3 6.3 `� II ' PROXIMATE y `" � 70 AP - - ¢, INSTALL ��NEW ED: - Z ° � �39.39 I Io 42.84 o 41 73 S x6 x12 CLB RIP RAP 40 3 o 4 .44 LP ° 9.8 � 3 .79 3 .98 '�- LOCATION OF 62 r a d 14 0 42.65 0 42.29 N EXISTING WATER 7' SIDEWALK i ASPHALT PARKING NEW fi" SS C900 5% MAX LONGITUDINAL SLOPE � -3 PVC a 1.0% MIN. 2% MAX CROSS SLOPE " ■` � , 40.97 NEW DI (WITH INLET PROTECTION) � `40.12 ti 4 .79 -- T-39.0 a 40.57 ° 40.76p�:� . ° 0.34 t 48 - o 40.54 40.62 I I r - i LP-43122 41 y5 M �Q' M ��� mill 4� 1=37.54(EX.) 0.22 rn , 3 d N r EX.} rr a -)m _ 4. 22 7 1° a s dp g d d r d7 M j d" a a 1 9 a 4 �4 �j`- 3 7p7 M M M ✓Jy M M M M a' 6 `. p 4 M a - ,, ° AST 9.77 SSCo ss ss .s ss ° ° 41�27 _ o 9r 40 ° _ METER 1 `� .28, 40.1❑ 42"$1 0.51 inL�.��, e `� 0 40.09 0a 40.21 3�. �4 42 9. 12"LLP o 4f0.63 �� I _ ° 42. 4 2. 1 e e o 0 a s o 39.82 , 42:193 a I `` 43 _ ' d �s' `r "LBP APPROXIMATE PP , ,� �.� 0 39. 8 06 - a �'0 DD OUTLET LOCATION OF p 40.48 a. 0 42' 43. 3 , �l' 40.�6 355. s cA STRUCTURE d i o EXISTING WATER A as.Qt� 1.5 WL 1 T =40.25 7 q , _ 6" ORIFICE =39.0 a 9I� C63 1 38.,f7 � ° 4 . 82 NEW fi SS C900 Q � � i�p 41.94 �� ° 4 .79 � �\ I(15 �=38.5o39.72 1 1 I f PVC � 1.0% MIN. , v � \ A } � � _ I 34 1, a da 3.46 4304�3� 1 1� ,1 4f i °� 4„LLP0 � 1 1 o 40.3 j o 40.1� 1 13"LLP } 36 0 44.14+ o 43.44 4 d d p. 0 `4 .�.a N 1, 1L o 40.93 � ,4� 3 o 40.39 - nn Al o 43.65 d a a A , J 20' OVERFLOW s"Lo+ 1 14"LLP 3. ! 3$,�f 1 101 1 I I! lr I 110 4:16 a 14� -1 PROPOSE 6„LO , I P a EXISTING 15 SPl LLWAY 15"LLp 0F3U ILDIN G 43.p �� f -� (GRASSED�SOD} _LP \ ww 1 0 43.65 43- g e. a MODULAR 14 LLP 5"Lp ti ' 11 14"LLP _ 4... d ,14 > > �'� @ 40.5 8"� x � � I LLP 11 H VAC7i d tSs d O Lr f p 12"LLP 6„LD 610 1 0 j I l li II 4.131, x1 23 1 �� �, ' 17"LLP,>0 LD 11 'LO g 1 1! I I I 4 . 11 GREASE _ 42.81 ° 42.39� - 41,99 �, o 13"LLP 8„�0 1 I 1 I 1 I I 1 1 TRAP 0 4311 ' 41 '-2.01• \�• 0 40. 1 12"LLP 15"LLP I I! I I 1 I 11 0 43.90 0 H VAC 4 e 42.81 �� ° 39. 0 40.15 g„W J g o43.2 I ro43.14 i� o40.14 11 BACKFLOW 43. .34 (EX.} i r' I o 39.{44 o 04b15 I \ , 6 39.95 0]. 4o y3 . CD I rr �� �j moo" 14"LLP ��71 r- l , NHC PRE -POST DRY 40 - g1 PREVENTER , o . DETENTION BASIN 12"LLP ■ ° 3.1"� 1 L P, TOP = 41. t I I v+ 1 1 I 8.47 r ,' s / BOTTOM=39.0 45.03 .50 � 39 r , f �, �� l SUMP @ OUTLET=38.50 g° 14' LLP �•�6x \� .�� 3F�13. 11 .•. � �r I I I ! I I I I 4�5.07 x -� 44.71 � ° 43.27 43.14 I -d. , � �, � fco � 0 43.95 _ 4 0 42.77 a 43.97 o 43.26 43.25 o 43.28 I a ° 4 0 0 43.86 0 13 + � Rs 40.1 `�-------- ,. ' f -3. , 14"L� 1 19"LLP 7 SIDEWALK I r� o 43.82 �0 4a.17 CATV o t I I w ❑4Q.38 4.15 5% MAX LONGITUDINAL SLOPE ° 39.56 I 1 ' \� TRANSFORMER0 i 2% MAX CROSS SLOPE :r 1 o 40.4❑ 10.2q 756 d 37.9 to 40• 1 44.92 1. - __- 0 4 10 '4 1O"RM 13"LLP 13"LLP 9 13' I I ! 1 4�.6 \ 446 �. --- 43' a o143.32.. 11 DBL W l I I ! I f I o 7 42 86 . f.a d o :. 8" 14"LLP CAPE .EEAR AC'APE2MX2.�7 °42.87 .'- 1 a: X - 442.3 o43.31K x --_- ----- --� o� D L RM / 1 I I I f I I 1 „ LP � n �` , 42.3 � � 8"RM 8/g„ 40 x 1 \lJ1 0LJLJ 00LJ-' 000�� 043.66 ti-_ 'r q2 _ 1 of L2+ �.44. 8 DBL SB I� 14"LL]] j 4.97 0 44.47 - _ ___ __._____ �,, - _ - --- �� ° 43.�3.- g42.01 -� �� 19"LBP Ala J 8454.86 4 Ci °L�J* 44.33 - 4 -~ l �� --- 13"L�iP� 1 x o44.34 n)n1 R44.6�F 044.o84,34 o .19 ��1 -- �___-2041\45 �� �- s 20"LBP I I I 1 V. V 1 �cre5 +' 0043.55, -_ o 73 I + I 12' LLP o 44.49 1 1 ��` o q 60 ° I + I ° 0.29 40.31 NOTES: �, + 39.08 I° 400.46 I x ° 44.61 A , 7, d - o 41.720 40.96 I P k 48404. � ° 44��413 1 � �� 44 � �, �. , 1 } EXISTING SEWER SHOWN ON PLANS ARE PER PLANS DATED , , , � I a444.7 - �44.2 , ` _� , P 4'z.1 , �, 6/1 /1992, BY SITEWORKS DESIGN GROUP, PA. I + - } -� I .. X � ` I 2) CONTRACTOR MUST CONFIRM ALL ASPECTS OF THE EXISTING I 14"LLP 4/7" 4�4 18 I ° 3. � 4 � r o 40.71 } I I � 14"L �P I ' 14"LLp DBL M 11 /15" �� ° r t _ - , �� UTILITIES PR10R TO BEGINNING CONSTRUCTION. 8 12$' DBL LLP 1 t 41.27� 10"SB0 ! + I I I r 14"LLP�12"LLP0 DAL LLP 13„LLP 4.1Q 43�58 ��I / �� r ° 4 5 18if FE 16' LBP 3) CONTRACTOR SHALL CONFIRM ALL UTILITY LOCATIONS AND ! I I In_ - u 42.39 r ELEVATIONS PRIOR TO BEGINNING LAND DISTURBANCE. I I I 1 Cox 13"LLP 6„CDR 1 1 5"LLP_ 2 \ -� ° 41=3 1 A,4 1 4} UTILITY CONNECTIONS ARE TO BE CONFIRMED WITH MEP & I f / DRY DETENTION BASIN SURFACE AREAS: 15"LLp0 43• 14 -,� 13"Lg PLUMBING PLANS PRIOR TO CONSTRUCTION. I J 12"LLP ELEV SA(SF), I 1O 5) FINISHED GRADE BELOW ELEVATED MODULAR SHALL BE 0 013 LLP 17 LLP 1 LL "� , o 40.24 ! I W I I I 38.5 588 14I LP �'r _ A? ��� Q GRADED SO THAT IT DRAINS/SLOPES FROM EAST TO WEST. 39 3,385 ° 43. 9 �• I 12"LLP , -I TP 5 6 9 7 M I f 40 5 086 12"LLP , - r 0 ->" � 91 I I I ! METAL FENCE Z 0 J o ❑ Z 0 � M � Of U w Z U) Q 0 U sw a U) 0 < J w ❑ 0 rW V Q � Z cal L J ❑ d' 00 U Q wz Q W Z Z ❑ ~ J W LL _r 0 C� Qw C)Z 06U' I LL ❑ rn wzp 1 Q W iZ 1 U) 0 ❑ 0, `-- I LU Cam!] °� fY cv E [1Qv>-W 4 ui 0 0> z2o0 °o-,0 W N w JZ_q._Iox< '- Oy �i r t 0 fL ILL co U.j Q 0� Q - [LmLL<�oC)C) W -1wabdr" 7+ Q Q � ? t-- co z <MIl- o r Z Q � �n U ) (1) I 0 Z I U �z1-4 a �CIO N I � 0 N W M .� Z M I 0 06 a z v C" 0 aN�� z Licence #C-3641 L I f 24006 DES. JST aI CKn. JPN DRYM. RPH DATE 4/1 /24 R '• .4 ;r : Y Sdp �: = ¢: ° 4 'A4"LL 13 M I - [ TRP NM SCALE: 1 11 -20' 41 ,01� 44.74 ILP x 4"LLP 12"LLP I 8"LO 10 I 0 14"LLP o 44�24.444.37 13"LLP o 44.3p"LLP 0+ 1 t 0 ]Q 57 0 20 40 60 13"LLP 1 t I 6„WD g1 , I n 12"LLP I r C2 APPROXIMATE I Z LOCATION OF I f I 1 EXISTING SSMH co1 CONTRACTOR i 8'' WATER MAIN p ELECTRIC TO CONFIRM} I [r CIO Box METAL I s (APPROXIMATE FENCE N METAL TRANSFORMER I J ELECTRIC FENCE RETAINING i � � � 76 " WATER MA Q �- _- 43 --- TR SFORMER BOX WALL L(Af'PROXIMA TE fy 43 --- - _- - P` I s~- - WATER GAS y � U) �3 VAULT VALVE Z/] ----- _ �- WATER I t it 1! i I J -i000- -x �x--x -� \ ��_�.�__-��"= x�x �— - .� - __ - -xx - -]11 r- �. 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I 1� ■ �� ° 4 . .� 12"LLP d EXISTING WATER 0 ■ r I y ! 1 EXISTING ° �_ �\ 13"LLP l 11 y I I o n 2 A l � I I BUILDING � ° � 4"LLP � y I • tv ,� ■ Q , y0 ■ ° a° 1 1 13"LLP N a e 1 1 4 d I V x 4 �I .,' . y1 y ■ N 8 5� J 1 6"Lo I 11 ! w 14"LLP EXISTING S TI I d j 1 D L a l l I + co 0° ° NG dq PROPOSED 15 LLP 6'°Lp �! I � I rr� 12"LLP 4 - dd BUILDING I ■� 1 14"LLP \ C� �, I a ■ 14"LLP c �!! '' I � � ° �MODULAR o ,� � Lo � �I'y I W 1 14"LLP - 4 e > �" 8� $ i a 0 6"LD * i ! I Z W x 0d ° ti 65'xl 2 / 12"LLP 6„LD ° I I } y 13"LLP Q d 17"LLP H VAC I ; ■ 17"LLP 11 "LD I �- 1 GREASES sue= z' 9"LD 1I � I I y cq ` 16"LLP ' 8" o ' TRAP' .� + - - ��, ,�, J �� 15"LLP 13"LLP y yy --- ■ `�' Q� 12"LLP 08„W g I I I I I I j W �� HVACS ❑ I ! I r�rr�,, a r J I I V 5"LO .� BACKFLOW ® { �� ■ ■ L 1 CO, rr 11 �� 1 I 14"LLP o? 4Q — �I G, I I 1 " I I ' � N PREVENTER , ` J `! � + + n I I �-+ ■ t 12"LLP l I I+ I I N r � ■ u cn 1 "L Pi x x r d /� � � ��0 14"LLP0 x—x— 4J- 45 �� i f•.• r l \ �17 I ! I + I 0 �Qo AIN i__ . + I I I �+ r _x�~xx�x�k�� `�\- .II rrr � ■ v' f�v , �11 co -- 9 n ,, 1 4" L 4 !a r Ica A AS 'f ■ n , 1 Q 1 1 q c 0 19"LLP 7' SIDEWALK /� ' �■ ■, 7p-%� �� i CATV� �1 I + y i � I w ! ! I �\ TRANSFORMER y{ r` o , 4 _ Q Q ■ N ��■ 1 °'L o� i f1 13"LLP !� i i k '' 1 - _ r r• ■ , J 1:3" LLPI -��---__--- 43 -� rI �^� a a. , 1 10 RM 13"LLP09/13" _ 1 I i I 1 r • im-�� �: 4 a ■ a � 1 DBL W I I I I i r Licence #C: 3641 1 J f A . d 8" 14"LLP x ■ 43 - _ - f d 1 < `.a - 43 - - - - - -) o ' °�. 1 DKL RM 0`"RM�" 0gi I 24666 J 12"LLP �, - -- - - - - - - - - - � � r - _ _ 42 , _ 1 _"l�F�l ti � o � 14"LLP I DBL SD I , x ■- _ _ _ 6� _ _ _ _ _ _ STAIRS TO BE PLAC - a \ I i ref ❑a. ,SST aa-�--�------. _ - � _ �` � FROM SIDEWALK 3„�,R .\ i r \ 19"LBP � � k � ` � � � I I ' I r I aco. JPN MODULAR FFE , o \ 20"LBP I + i I I I o�wrE. 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J + I + t1 f I y • S. 5 as 013"LLP 12 LLP0 I 1 7"LLP „L� ff f '� 1■ �- 12"LLP/I ►�ie��� 14"LLP0 14"f LP � � 15"LBP I I O J 12"LLP 13"LLP r 12"LLP j �� \��' j I S o�- 5/6/�„ 7�2M 1 TRIP RMo 0 1 SCALE: 1" = 26' 10 1 � LP0 13"LLP � 13" M I � _ � �L 14"LLP 14"LI.P 0"LLP � . 12"LLP � 810 � 15"LLR � ��J fl 20 4i7 60 C3 k 13"LLP 12 I l 10 ' 1'I 1 I 13"LLP 1 I SFF SITE PI AN ^If%n0T ERASION JTROL STONE z d wlU] W w STONE SHALL NOT BLOCK OR IMPEDE PIPE FLOW J_ + SEE SITE PLAN 50OX FILTER FABRIC OR APPROVED EQUAL NOTE: FILTER FABRIC AND STONE SHALL BE TOED UNDER FLARED END SECTION 1 I ENERGY DISSIPAT❑R KInnnT _= no -UM7 NOT TO SCALE 19-GUAGE HARDWARE STANDARD METAL CLOTH (1/4 MESH POSTS 2.0' IN 4' MAX. OPENINGS) GROUND. TYP. NCDOT #5 OR #57 WASHED STONE CV �� N a 16" To 18" J LL SECTION A -A SEE PLAN FOR ORIENTATION CONC. 2' CONCRETE COLLAR NON TRAFFIC AREA Fcfl '�I�I •a..Y PRECAST NCOOT CONCREI OR MASONRY H-20 LOAD RATED FLOW 3000 PSI CON 8" #57 STONE PLAN 91 SECTION 21 DROP INLET DETAIL CASTING NOTE: 2'X 2' (MIN) DROP INLET FRAME & GRATE SHALL BE HEAVY DUTY H-20 LOAD RATED. COORDINATE TOP WITH BOX SIZE & GRADES. 'HALT PAVEMENT ELEV. VARIES CONSTRUCTION SEQUENCE- 1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET, 2. DRIVE 5' STEEL POST 2' INTO THE GROUND SURROUNDING THE INLET. SPACE POST EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM OF 4' APART. 3. SURROUND THE POST WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE MESH TO THE STEEL POST AT THE TOP, MIDDLE AND BOTTOM. PLACING A 2' FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED. 4_ PLACE CLEAN GRAVEL (NCDOT #5 OR #57 STONE) ON A 2:1 SLOPE WITH A HEIGHT OF 16" TO 18" AROUND THE WIRE, AND SMOOTH TO AN EVEN GRADE. 5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS. 6. COMPACT THE AREA PROPERLY AND STABILIZE IT WITH GROUNDCOVER. 4 1 HARDWARE CLOTH AND GRAVEL INLET PROTECTION MAINTENANCE: INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS_ TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REMOVE SEDIMENT WHEN ACCUMULATION REACHES HALF THE DEPTH OF ROCK. REPLACE STONE WHEN IT NO LONGER DRAINS AS DESIGNED. NOT TO SCALE DATE: OVERCUT CHANNEL 2• PAGE: OVERLAP TO ALLOW BULKING 6• MIN- FDURING SEEDBED LONGITUDINAL STAKES AT X-5' ,. PREPARATION ANCHOR TRENCH INTERVALS r 4 r' r DESIA DEPTH n CHECK SLOTS AT 26INTERVAL S I I � r ---_- 12" TYPICAL INSTALLATION WITH EROSION CONTROL eLANKETS OR TURF --- REINFORO-MENT MATS INITIAL CHANNEL ANCHOR TRENCH TERMINAL SLOPE AND CHANNEL • asI 6' MIN. ANCHOR TRENCH INTERMITTENT CHECK SLOT LONGITUDINAL ANC HORTRENCH ------------ ----•- -- -- - --- ------- SINGLE -LAP SPLICED ENDS OR BEGIN NEW -- -- -- ---- - -- --- 3" MiN. --- ----- ANCHOR 6'XS"MIN. FRENCH ROLL IN AN INTERMITTENT CHECK SLOT dVERLA AND STAPLE AT 12" R 6" MIN. INTERVALS OVERLAP FLOW ................... PREPARE SOIL AND APPLY SEED BEFORE STAPLE OVERLAPS INSTALLING BLANKETS, MATS OR OTHER MAX. 5" SPACING TEMPORARY CHANNEL LINER SYSTEMS '-. •..• ........::::::::::::::........ BRING MATERIAL DOWN TO A LEVEL AREA, TURN THE END UNDER 4" NOTES: AND STAPLE AT 12" INTERVALS. 1. Lime, ferfiIlze and seed before i nsta I fation. Planting of shrubs, trees, etc. should occur after installation. 2. Slope surface shall be smooth before placement for proper snit contact 3. Design velocities exceeding 2 feetlsecond require temporary blankets, mats or similar liners to protect seed and soil until vegetation becomes established. 4. Terminal anchor trenches are required at RECP ends and intermittent check slots must be constructed across channels at 25 foot intervals. MAINTENANCE: 5. Terminal anchor trenches should be a minimum of 12 inches in depth and 6 inches in width. Intermittent check slots should be 6 inches deep 1. Inspect Rolled Erosion Control Products at least weekly and and 6 inches wide. after each rainfall of 1.D inch or greater, repair immediately. 6. For installation on a slope, place RECP 2-3 feet over the top of the alope and into an excavated end trench measuring approximately 12 2. Good contact Win the ground must be maintained, and inches deep by 6 inches wide. Pin the RECP at 1 foot intervals along the bottom of the trench, backfill and compact- Unroll the RECP down erosion must not occur beneath the RECP. the slope maintaining direct contact between the soil and RECP. Secure using staples or pins in a 3 foot center -to -center pattern. 3. Any areas of the RECP that are damaged or not in close 7. 11 gauge, at least 6 inch by 1 inch staples or 12 inch minimum length wooden stakes are recommended for anchoring. contact with the ground shall be repaired and stapled. B. Grass -lined channels with design velocities exceeding 6 feettsecond should include turf reinforcement mats 4. If erosion occurs due to poorly controlled drainage, the g. Check slots to be constructed per manufacturers specifications. problem shall be fixed and the eroded area protected. 10, Staking or stapling layout per manufacturers specification. 5. Monitor and repair the RECP as necessary until ground cover 1 1 - If there is a berm at the top of slope, anchor up -slope of the berm. is established- 12. Do not stretch blankets/matting tight, allow the rolls to conform to any irregularities. 13, For slopes less than 3H:1V. rolls may be placed in horizontal strips. DE ROLLED ER�S1�N C�NTR�L RR�DUCTS Effective Date: 91112013 In accordance with the 2013 Design Manual Updates NOTE: NOTE: THE CRITICAL ROOT ZONE (CRZ) OF A TREE CROWN OF THE TREE 1S NEEDED FOR LEAF IS WHERE THE MAJORITY OF A TREE'S ROOTS GROWTH TO PRODUCE OXYGEN, FILTER LAY. 85% OF MOST TREE ROOTS ARE FOUND THE AIR, REDUCE WIND AND SOFTEN NOISE. IN THE TOP 24" OF THE SOIL AND SUPPLY DO NOT DISFIGURE CROWN WITH THE MAJORITY OF NUTRIENTS AND WATER- INTENSIVE PRUNING. GENERALLY, ROOTS SPREAD OUT 2-3X THE HEIGHT OF THE TREE. I L1 '\ ) 'N' _1� , )� _�:_ I , Nl( - 1 3' MI ORANGE SAFETY FENCE OR ORANGE SILT FENCE (TYPICAL) NOTES: 1. PROTECT CRITICAL ROOT ZONE (CRZ) OF TREES PRIOR TO CONSTRUCTION. CLEARLY MARK THE TREES AND ERECT A PROTECTIVE BARRIER AT THE CRZ. BARRIER SHALL BE MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. 2. CRZ RADIUS IS 1 FT PER INCH OF TREE DIAMETER AT BREAST HEIGHT (DBH). 3. IF CONSTRUCTION OCCURS WITHIN THE CRZ, AT LEAST 12" OF MULCH AND/OR LOGGING MATTS SHALL BE PLACED WHERE MACHINERY MANEUVERS TO REDUCE SOIL IN THIS N COMPACTION5 z0. E 4. WHERE SIDEWALKS AND PATHWAYS PASS WITHIN CRZ, EXTRA CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE ROOTS. ALTERNATE CONSTRUCTION METHODS, SUCH AS A REINFORCED SIDEWALK, SHALL BE IMPLEMENTED AS NECESSARY. 5. FOR ALL TREES, CUTTING OF LARGE STRUCTURAL ROOTS LOCATED NEAR THE BASE OF THE TRUNK IS PROHIBITED. DO NOT COMPACT SOIL BENEATH TREES. NO VEHICLE SHALL BE ALLOWED TO PARK UNDER TREES. NO MATERIALS OR EQUIPMENT SHALL BE STORED BENEATH TREES- DAMAGING THE BARK WITH LAWNMOWERS, CONSTRUCTION EQUIPMENT, OR ANYTHING ELSE IS PROHIBITED. CONTRACTOR SHALL REPAIR DAMAGE TO TREES. 6. FAILING TO INSTALL OR MAINTAIN PROTECTION MEASURES SHALL RESULT IN A STOP NOT TO SCALE WORK ORDER AND FINE OF $500/DAY. DISTURBANCE OTHER THAN THAT ALLOWED ON THE APPROVED PLAN WILL REQUIRE OWNER TO POST A LETTER OF CREDIT FOR 3 YRS FOR TREE MITIGATION. 3 TREE PROTECTION DETAILS ROCK ABUTMENT MIN. 1' NCDOT-\VA #5 OR #57 WASHED STONE FILTER 51 TEMPORARY ROCK DAM DETAIL �- 5' w _ F VARIES WEIR ELEV. CLASS 1 AND II RIPRAP '-OFF TRENCH SIDE VIEW 8' MAX. VARIABLE AS DIRECTED BY THE ENGINEER PLASTIC OR �-I WARNING SIGN WIRE TIES ®❑ ❑ ❑ L TREE PROTECTION AREA ❑ ❑ ® ❑ ❑ ❑ NOT ENTER ZONAOPROTECTORA PARA ❑ ❑ ®❑ ❑ ❑ PROHIBIDO ENTRAR ] ❑ ® ❑ ❑ LiLJ L LL L LJ LILJ ❑ 1 GRADE I ORANGE, UV RESISTANT HIGH - TENSILE STRENGTH 47,10 POLY BARRICADE FABRIC (TYPICAL) FRONT VIEW IGN UV RESISTANT TENSILE STRENGTH �RRICADE FABRIC (TYPICAL) 40" TREE PROTECTION AREA DO NOT ENTER ZONA PROTECTORA PARA 18 LOS ARBOLES PROHIBIDO ENTRAR WARNING SIGN DETAIL NOTES: 1. THE TREE PROTECTION FENCING SHALLNOT VIOLATED T ENTIRE 0 BE OLA ED FOR HE E I E DURATION OF THE PROJECT WITHOUT APPROVAL FROM URBAN FORESTRY STAFF. 2. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL. LETTERS TO BE 3" HIGH, MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED. 3. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER. FOR TREE PROTECTION AREAS LESS THAN 100' IN PERIMETER, PROVIDE NO LESS THAN TWO SIGNS PER PROTECTION AREA, 4. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. MAINTAIN TREE PROTECTION FENCE AND SIGNS THROUGHOUT DURATION OF PROJECT. 5. TREE PROTECTION FENCING AND SIGNAGE SHALL BE REMOVED AFTER CONSTRUCTION. 6. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF WILMINGTON, BASED ON ACTUAL FIELD CONDITIONS. ROCK QAM NOTES: 1. CLEAR THE AREAS UNDER THE EMBANKMENT AND STRIP OF ROOTS AND OTHER OBJECTIONABLE MATERIAL DELAY CLEANING THE RESEVIOR AREA UNTIL THE DAM IS IN PLACE. 2. COVER THE FOUNDATION AREA INCLUDING THE ABUTMENTS WITH EXTRA -STRENGTH FILTER FABRIC BEFORE BACKFILLING WITH ROCK. IF A CUTOFF TRENCH IS REQUIRED, EXCAVATE AT CENTERLINE OF DAM, EXTENDING ALL THE WAY UP THE EARTH ABUTMENTS. APPLY FILTER FABRIC UNDER THE ROCKFILL EMBANKMENT FROM THE UPSTREAM EDGE OF THE DAM TO THE DOWNSTREAM EDGE OF THE APRON. OVERLAP FILL MATERIAL A MINIMUM OF 1 FOOT AT ALL JOINTS, WITH THE UPSTREAM STRIP LAID OVER THE DOWNSTREAM STRIP. 3. CONSTRUCT THE EMBANKMENT WITH WO-L.-GRADED ROCK AND GRAVEL TO THE SIZE AND DIMENSIONS SHOWN ON THE DRAWINGS. IT IS IMPORTANT THAT ROCK ABUTMENTS BE AT LEAST 2 FEET HIGHER THAN THE SPILLWAY CREST AND AT LEAST 1 FOOT HIGHER THAN THE; DAM, ALL THE WAY TO THE DOWNSTREAM TOE, TO PREVENT SCOUR AND EROSION AT THE ABUTMENTS. 4. SEDIMENT -LADEN WATER FROM THE CONSTRUCTION SITE SHOULD BE DIVERTED INTO THE BASIN RESERVOIR AT THE FURTHEST AREA FROM THE DAM. 5. CONSTRUCT THE ROCK DAM BEFORE THE BASIN AREA IS CLEARED TO MINIMIZE SEDIMENT YIELD FROM CONSTRUCTION OF THE BASIN. IMMEDIATELY STABILIZE ALL AREAS DISTURBED DURING THE CONSTRUCTION OF THE DAM EXCEPT THE SEDIMENT POOL (REFERENCE. SURFACE STABILIZATION). 6. SAFETY - SEDIMENT BASINS SHOULD BE CONSIDERED DANGEROUS BECAUSE THEY ATTRACT CHILDREN. STEEP SIDE SLOPES SHOULD BE AVOIDED. FENCES WITH WARNING SIGNS MAY BE NEEDED IF TRESPASSING IS LIKELY. ALL STATE AND LOCAL REQUIREMENTS MUST BE FOLLOWED. MAINTENANCE: MIN. 1.5' THICK CHECK SEDIMENT BASINS AFTER EACH RAINFALL. REMOVE SEDIMENT ROCK APRON AND RESTORE ORIGINAL VOLUME WHEN SEDIMENT ACCUMULATES TO ABOUT ONE-HALF THE DESIGN VOLUME. SEDIMENT SHOULD BE PLACED ABOVE THE BASIN AND ADEQUATELY STABILIZED. CHECK THE STRUCTURE FOR EROSION, PIPING, AND ROCK DISPLACEMENT WEEKLY AND AFTER EACH SIGNIFICANT (1/2" OR GREATER) RAINSTORM AND REPAIR IMMEDIATELY. REMOVE THE STRUCTURE AND ANY UNSTABLE SEDIMENT IMMEDIATELY AFTER THE CONSTRUCTION SITE HAS BEEN PERMANENTLY STABILIZED. SMOOTH THE BASIN SITE TO BLEND WITH THE SURROUNDING AREA AND STABILIZE. ALL WATER AND SEDIMENT SHOULD BE REMOVED FROM THE BASIN PRLOIR TO DAM REMOVAL.. SEDIMENT SHOULD BE PLACED IN DESIGNATED DISPOSAL AREAS AND NOT ALLOWED TO FLOW INTO STREAMS OR DRAINAGE AREAS DURING STRUCTURE REMOVAL NOT TO SCALE Z Q 0ff^ VJ U) Q J 0 Q J D C❑ C VJ W N ❑ lt r 00 pQ Wz 06 Q W Z U) W J � W LL ❑ W 0 Z ~ il. a � Q Q J Z C) () LL_ 0 ❑U) ¢z Wp 2 � Z tY a 21 0 u] U)) �06 Y CE Qw�Lij _0 ❑>-Uj 0 ZWW eq U �z-jUELL2 W ❑ ca > 0E:<0z",N wCD <W< Z()(`0CF) �M0of 0CVC.1 Q1-- OCD U w�__jW�C�"t--Ua Q0LL0Z � Q p 0- 0 0 L ❑ U) cf) 0 cc) �. U) �J N O Z00Le) q N ' l0 °Q PG U � � o P-4 W cn o w a L H � 1 W N � N r/ �! cq en L) (]0 o oz� C 0 F+ Licence #C-3641 24❑05 DES. JST CKD. JPN DRWN. RPH DATE 4/1 /24 C400 V D N Z) 4 C 0 Z; 2- N P a `v D 10 13 0 a GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH THE NCG01 CONSTRUCTION GENERAL PERMIT implementing the details and specifications on this plan sheet will result in the construction activity being considered compliant with the Ground Stabilization and Materials Handling sections of the NCG01 Construction General Permit (Sections E and F, respectively). The permittee shall comply with the Erosion and Sediment Control plan approved by the delegated authority having jurisdiction. All details and specifications shown on this sheet may not apply depending on site conditions and the delegated authority having jurisdiction. SECTION E: GROUND STABILIZATION Required Ground Stabilization Timeframes Stabilize within this Site Area Description many calendar Timeframe variations days after ceasing land disturbance (a) Perimeter dikes, swales, ditches, and 7 None perimeter slopes (b) High Quality Water 7 None (HQW) Zones (c) Slopes steeper than If slopes are 10' or less in length and are 3.1 7 not steeper than 2:1, 14 days are allowed -7 days for slopes greater than 50' in length and with slopes steeper than 4:1 -7 days for perimeter dikes, swales, (d) Slopes 3:1 to 4:1 14 ditches, perimeter slopes and HOW Zones -10 days for Fails Lake Watershed -7 days for perimeter dikes, swales, (e) Areas with slopes ditches, perimeter slopes and HO_W Zones flatter than 4:I 14 -10 days for Falls Lake Watershed unless Y there is zero slope Note: After the permanent cessation of construction activities, any areas with temporary ground stabilization shall be converted to permanent ground stabilization as soon as practicable but in no case longer than 90 calendar days after the last land disturbing n g activity. Temporary ground stabilization shall be maintained in a manner to redder the surface stable against accelerated erosion until permanent ground stabilization is achieved. GROUND STABILIZATION SPECIFICATION Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the techniques in the table below: Tem ore stabilization P N Per anent5tabil¢atio m n ■ Temporary grass seed covered with straw or • Permanent grass seed covered with straw or other mulches and tackifiers other mulches and tackifiers + Hydroseeding ■ Geotextile fabrics such as permanent soil • Rolled erasion control products with or reinforcement matting without temporary grass seed ■ Hydroseeding • Appropriately applied straw or other mulch • Shrubs or other permanent plantings covered ■ Plastic sheeting with mulch • Uniform and evenly distributed ground cover sufficient to restrain erosion + Structural methods such as concrete, asphalt or retaining walls + Rolled erosion control products with grass seed POLYACRYLAMIDES (DAMS) AND FLOCCULANTS 1. Select flocculants that are appropriate for the soils being exposed during construction, selecting from the NC DWR List of Approved DAMS/Flocculants. 2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. 3. Apply flocculants at the concentrations specified in the NC DWiR List of Approved PAMSIFIacculants and in accordance with the manufacturer's instructions. EQUIPMENT AND VEHICLE MAINTENANCE 1. Maintain vehicles and equipment to prevent discharge of fluids. 2. Provide drip pans under any stored equipment. 3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the project. 4. Collect all spent fluids, store in separate containers and properly dispose as hazardous waste (recycle when possible), 5. Remove leaking vehicles and construction equipment from service until the problem has been corrected. 6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products to a recycling or disposal center that handles these materials. LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE 1. Never bury or burn waste. Place litter and debris in approved waste containers. 2. Provide a sufficient number and size of waste containers (e.g dumpster, trash receptacle) an site to contain construction and domestic wastes. 3. Locate waste containers at Ieast 50 feet away from storm drain inlets and surface waters unless no other alternatives are reasonably available. n area at d receive substantial amount f 4. Locate waste containers v s th ❑Hat ace ve substa t s a runoff from upland areas and does not drain directly to a storm drain, stream Or wetland. 5. Cover waste containers at the end of each workday and before storm events or provide secondary containment. Repair or replace damaged waste containers. 6. Anchor all lightweight items in waste containers during times of high winds. 7. Empty waste containers as needed to prevent overflow. Clean up immediately if containers overflow. 8. Dispose waste off -site at an approved disposal facility. 9. On business days, clean up and dispose of waste in designated waste containers. PRINT AND OTHER LIQUID WASTE 1. Do not dump paint and other liquid waste into storm drains, streams or wetlands. 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface waters unless no other alternatives are reasonably available. 3. Contain liquid wastes in a controlled area. 4. Containment must be labeled sized and PP P Y a laced ro rlatel for the needs of site. P 5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from construction sites. PORTABLE TOILETS 1. install portable toilets on level ground, at least 50 feet away from storm drains, streams or wetlands unless there is no alternative reasonably available. If 50 foot offset is not attainable, provide relocation of portable toilet behind silt fence or place on a s. ravel ad and surround with sand be g p g 2. Provide staking or anchoring of portable toilets during periods of high winds or in high foot traffic areas. 3. Monitor portable toilets for leaking and properly dispose of any leaked material. Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace with properly operating unit. EARTHEN STOCKPILE MANAGEMENT 1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least 50 feet away from storm drain inlets, sediment basins, perimeter sediment controls and surface waters unless it can be shown no other alternatives are reasonably available. 2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of five feet from the toe of stockpile. 3. Provide stable stone access point when feasible. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance with the approved plan and any additional requirements. Soil stabilization is defined as vegetative, physical or chemical coverage techniques that wi11 restrain accelerated erosion on disturbed soils for temporary or permanent control needs. CONCRETE WASHOUTS 1. Do not discharge concrete or cement slurry from the site. 2. Dispose of, or recycle settled, hardened concrete residue in accordance with local and state solid waste regulations and at an approved facility, 3. Manage washout from mortar mixers in accordance with the above item and in addition place the mixer and associated materials on impervious barrier and within lot perimeter silt fence. 4. Install temporary concrete washouts per local requirements, where applicable. If an alternate method or product is to be used, contact your approval authority for review and approval. If local standard details are not available, use one of the two types of temporary concrete washouts provided on this detail. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk sections. Stormwater accumulated within the washout may not he pumped into or discharged to the storm drain system or receiving surface waters. Liquid waste must be pumped out and removed from project. 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it can be shown that no other alternatives are reasonably available. At a minimum, install protection of storm drain inlets closest to the washout which could receive P s (} spills or overflow. 7. Locate washouts in an easily accessible area, on level ground and install a stone entrance ad in front of the washout. Additional controls may be required b the A Y q Y approving authority. Inst 11 a least n i it tin concrete trucks to he wash within he project S. a at t one sign d ec g t t t p ]ec limits. Post signage on the washout itself to identify this location. 0 when r i 1 7 i 9. Remove leavings from the washout e at Opp ax matey Sti capacity to hm t overflow events. Replace the tarp, sand bags or other temporary structural components when no longer functional. When utilizing alternative or proprietary products, follow manufacturer`s instructions. i ri 10. At the completion of the concrete work, remove remaining leavings and dispose of in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance caused by removal of washout. HERBICIDES, PESTICIDES AND RODENTIClDES 1. Store and apply herbicides, pesticides and rode nticides in accordance with label restrictions. 2. Store herbicides, pesticides and rod enticides in their original containers with the label, which lists directions for use, ingredients and first aid steps in case of accidental poisoning. 3. Do not store herbicides, pesticides and rodenticides in areas where flooding is possible or where they may spill or leak into wells, stormwater drains, ground water or surface water. If a spill occurs, clean area immediately. 4. Do not stockpile these materials onsite. HAZARDOUS AND TOXIC WASTE I. Create designated hazardous waste collection areas on -site. 4. Provide pending area for containment of treated Stormwater before discharging __ . __ . 2. Place hazardous waste containers under cover or in secondary containment. offsite, 5. Store flocculants in leak -proof containers that are kept under storm -resistant cover 1 ' -` NORTH CAROLI NA 3. Do not store hazardous chemicals, drums or bagged materials directly on the ground. or surrounded by secondary containment structures. _Eli?Y[TOfiillEittCli QLlQjfty NCG-01 GROUND STABILIZATION AND MATERIALS HANDLING PART Ill SELF -INSPECTION, RECORDKEEPING AND REPORTING SECTION - A.5ELF INSPECTION Self -inspections are required during normal business hours in accordance with the table below. When adverse weather or site conditions would cause the safety of the inspection ersonneI to be in jeopardy, he ins ection may be deIa ed until the next business day on p t P Y Y Y which it Is safe to perform the inspection. In addition, when a storm event of equal to or r eater than 1.0 Inch occurs outside of normal business hours the self -Inspection shall be g s p performed upon the commencement of the next business day. Any time when inspections were delayed shall be noted in the Inspection Record. Frequency Inspect (during normal Inspection records must include: business hours (1) 3L1in gauge Daily Daily rainfall amounts. maintained in If no daily rain gauge observations are made during weekend or 8 8 g good working holiday periods, and no individual -day rainfall information is order available, record the cumulative rain measurement for those un- attended days (and this will determine if a site Inspection is ❑a i I r needed] Days son which no rainfa i occurred shall be retarded as "zero." The permittee may use another rain -monitoring device approved by the Division. E& { } SC &SC At least once per p 1. Identification of the measures inspected, P , Measures 7 calendardays 2. Date and time of the inspection, and within 24 3. Name of the person performing the Inspectlan, hours of a rain 4, indication of whCthcrthe measures w4Cre openting events 1.0 inch in properly, 24 hours S. Description of maintenance needs for the measure, G- W5 cripti on, evidence, and date of cor reCt ive a cti ons taken. {3] stormwater At least once per 1. ldmbfication of the discharge outfalls inspected, discharge h e g 7calendarda s Y 2. Date andt�meaftheins ection p autfAz (SDDs) and within 24 3. Name ofthe person performingthc inspection, hours of a rain 4. Evidence or indicators of stormwater pollution such as oil event_7 1.0 inch m n floe In ar suspended solids ordiscaloratlo sheen, t g p n, 24 hours 5. Indication of visible sediment leaving the site, 6. Description, evidence, and date of ca r rect ive a ct i ons taken. P Y 4 e. imeter of At least once per if visible sedimentation is found outside site limits then a retard site 7 calendar days of the foRow ingshaII be made: :and within 24 1. Actions taken to clean up or stabilize the sediment that has felt hours of a rain the site limits, event? 1.0 inch in 2. Description, evidence, and date of corrective actions taken, and 24 hours 3. An explanation as to the actions taken to control future releases. (5) streams or At (Cast once p c r ff the stream or Welland has increased vfslble sedimentation or a wetlands onsite 7 calendar days stream has visible increased turbidity from the construction or affsite and within 24 activity, then a record of the following shall be made: (where hours of a rain 1. Description, evidence and date of corrective actions taken, and accessible) event > 1_0 inch in 2. Records of the required reports to the ap p rop riate Divi s ion 24 hours Regional Office per PartII1, Section C, item (2){a) of this permit oft his pmrnit. _ (6) Ground After each phase 1. The phase of grading (iris utllation or perimeter E&SC stabilization of grading measures, clearing and grubbing, installation of storm mcasures drai nags facilities, completion of all land -disturbing activity, construction or redevelopment, permanent ground cover). 2. Documentation that the required ground stabiIlzatlon measures have been provided within the required ti mef rame or an assurance that they wife be provided as soon as Ros,slble. NOTE: The rain inspection resets the required 7 calendar day inspection requirement. a�X __ .1 �; NORTH CAROL#NA ="- 'f'-Environmental Quality PART Ill SELF -INSPECTION, RECORDKEEPING AND REPORTING SE CTION B: RECORDKEEPING 1. E&SC Plan Documentation The approved E&SC plan as well as any approved deviation shall be kept on the site. The approved E&SC plan must be kept up-to-date throughout the coverage under this permit. The following items pertaining to the E&SC plan sho11 be documented in the manner described: item to Document I Documentation Requirements (a) Each E&SC Measure has been installed Initial and date each E&SC Measure on a copy and does not significantly deviate from the of the approved E&SC Plan or complete, date locations dimensions and relative elevations and an sign inspection report that lists each P shown on the approved E&SC Plan. E&SC Measure shown on the approved E&SC Plan. This documentation is required upon the initial installation of the E&SC Measures or if the E&SC Measures are modified after initial installation. (b) A phase of grading has been completed. Initial and date a copy of the approved E&SC Plan or complete, date and sign an inspection report to indicate completion of the construction phase. (c) Ground cover is located and 'installedT Initial and date a copy of the approved E&SC in accordance with the approved E&SC Plan or complete, date and sign an inspection Plan. report to indicate compliance with approved round covers specifications. g P (d) The maintenance and repair Complete, date and sign an inspection report. requirements for a]I E&SC Measures have been performed. (e) Corrective actions have been taken Initial and date a copy bf the approved E&SC to E&SC Measures. an r complete, date and -sign an inspection PI ❑ com P g report to indicate the completion of the corrective action, 2. Additional Documentation In addition to the E&SC Plan documents above, the following items shall be kept on the site and available for agency inspectors at all times during normal business hours, unless the Division provides a site -specific exemption based on unique site conditions that make this requirement not practical: (a) This general permit as well as the certificate of coverage, after it is received. (b) Records of inspections made during the previous 30 days. The permittee shall record the required observations on the Inspection Record Form provided by the Division or a similar inspection form that includes all the required elements. Use of electronically -available records in lieu of the required paper copies will be allowed if shown to provide equal access and utility as the hard -copy records. (c) All data used to complete the Notice of Intent and older inspection records shall be maintained for a period of three years after project completion and made available upon request. [40 CFR 122.411 EFFECTIVE: 04/01 / 19 SELF -INSPECTION, RECORDKEEPING AND REPORTING SECTION C: REPORTING 1. Occurrences that must be reported Perm ittees shall report the following occurrences: a Visible sediment deposition a stream or wetland. () a sad e t m (b) Oil spills if: ■ They are 25 gallons or more, ■ They are less than 25 gallons but cannot be cleaned up within 24 hours, ■ They cause sheen on surface waters (regardless of volume), or ■ They are within 100 feet of surface waters (regardless of volume). (a) Releases of hazardous substances in excess of reportable quantities under Section 311 of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) Dr Section 102 of CERCLA (Ref: 40 CFR 302.4) or G.S. 143-215.85. (b) Anticipated bypasses and unanticipated bypasses. (c) Noncompliance with the conditions of this permit that may endanger health or the environment. 2.Re Reporting Timeframes and Other Re quirements uirements C f an occurrence t r After a ermittee becomes aware ❑ e ce the must be reported, red he shall contact p p the appropriate Division regional office within the timeframes and in accordance with the other requirements listed below. Occurrences outside normal business hours may also be q Y reported to the Division's Emergency Response personnel at (800) 662-7956, (800) 858-0369 or (919) 733-3300, Occurrence Timeframes [After Discovery] and Other Requirements_ _ - (a) Visible sediment _Reporting - - - a Within 24 hours, an oral or electronic notification. deposition in a . Within 7calendar days, a report that contains a description of the stream or wetland sediment and actions taken to address the cause of the deposition. Division staff may waive the requirement for a written report on a case -by -case basis. If the stream is named on the NC 303(d) list as impaired for sediment - related causes, the perm ittee may be required to perform additional monitoring, inspections or apply more stringent practices if staff determine that additional requirements are needed to assure compliance with the federal or state impaired -waters conditions. (b) Oil spills and - • Within 24 hours, an oral or electronic notification. The notification release of shall include information about the date, time, nature, volume and hazardous location of the spill or release. substances per Item 1(b)-(c) above (c) Anticipated • A report at least rem days hefare the date of ebe hypos, if possible. bypasses [40 CFR The report shall include on evaluation of the anticipated quality and 122.41(m)(3)] effect of the bypass. (d) Unanticipated . Within 24 hours, an oral or electronic notification. bypasses [40 CFR . Within 7 calendar days, a report that includes an evaluation of the 122.41(m)(3)) quality and effect of the bypass. (e) Noncompliance + Within 24 hours, an oral or electronic notification. with the conditions . Within 7 calendar days, a report that contains a description of the of this permit that noncompliance, and its causes; the period of noncompliance, may endanger including exact dates and times, and if the noncompliance has not health or the been corrected, the anticipated time noncompliance is expected to environrnent[40 continue; and steps taken or planned to reduce, eliminate, and CFR 122.41(I)(7)] prevent reoccurrence of the noncompliance. [40 CFR 122.41(1)(6). ■ Division staff may waive the requirement for a written report on a case -by -case basis. NCG O 1 SELF -INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01 / 19 EROSION CONTROL NOTES AND MAINTENANCE PLAN: 1. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN ONCE EVERY WEEK AND WITHIN 24 HOURS OF EVERY HALF -INCH RAINFALL. 2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE PERIODICALLY TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. THEY WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE. IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED WASHED OR TRACKED ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS. 3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET PROTECTION, BLOCK AND GRAVEL INLET PROTECTION, ROCK DOUGHNUT INLET PROTECTION AND ROCK PIPE INLET PROTECTION WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED. DEBRIS WILL BE REMOVED FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN EVENT. SEDIMENT WILL BE REMOVED FROM AROUND WATTLES, BEAVER DAMS, DANDY SACKS AND SOCKS ONCE A WEEK AND AFTER EVERY RAIN EVENT. 4. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR OBSTRUCTIONS FROM THE FLOW AREA. THE DIVERSION RIDGES WILL ALSO BE REPAIRED. SWALES MUST BE TEMPORARILY STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF ANY PHASE OF ACTIVITY ASSOCIATED WITH A SWALE. 5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES HALF FILLED. 111E SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST BE STEEL. STAKE SPACING WiLL BE 6 FEET MAX. WITH THE USE OF EXTRA STRENGTH FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD STRENGTH FABRIC AND ERE BACKING ARE USED. IF ROCK FILTERS ARE DESIGNED AT LOW POINTS IN THE SEDIMENT FENCE, THE ROCK WILL BE REPAIRED OR REPLACED IF IT BECOMES HALF --FULL- OF SEDIMENT, NO LONGER DRAINS AS DESIGNED OR IS DAMAGED. 6. SEDIMENT WILL BE REMOVED FROM SEDIMENT TRAPS WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. THE ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS OR WHEN THE ROCK IS DISLODGED. BAFFLES WILL BE REPAIRED OR REPLACED IF THEY COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT WILL BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE INSPECTED AND KEPT CLEAN WEEKLY, 7. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN THE DESIGN STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS OR IF THE ROCK IS DISLODGED. BAFFLES WILL BE REPAIRED OR REPLACED IF THEY COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT WILL BE REMOVED FROM BAFFLES WHEN DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE INSPECTED WEEKLY AND WILL BE KEPT CLEAN. S. LAND QUALITY REQUIRES: ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED, ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN, TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ALL SLOPES WILL BE STABILIZED WITHIN 21 CALENDAR DAYS. ALL OTHER AREAS WILL 8E STABILIZED WITHIN 15 WORKING ❑ AYS WATER QUALITY REQUIRES: ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES, ALL SLOPES STEEPER THAN 3' HORIZONTAL TO 1' VERTICAL (3: 1) AND ALL HIGH QUALITY WATER (HQW) ZONES SHALL BE PROVIDED TEMPORARY OR PERMANENT 5 PRACTICABLE BUT IN NY EVENT WITHIN SEVEN 7 CALENDAR D YS FROM THE LAST STABILIZATION WITH GROUND COVER AS SOON AA N (} A A LAND -DISTURBING ACTIVITY. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND C P A IN BUT CTIC BLE ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY. OVER AS SOON AS RA A 9. FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE PUMPS, TANKS, HOSES AND INJECT SYSTEMS WILL BE CHECKED FOR PROBLEMS OR TURBID DISCHARGES DAILY. 10. BASIN OUTLET STRUCTURES AND SKIMMERS SHALL WITHDRAW WATER FROM THE SURFACE. 11. CONCRETE WASHOUTS SHOULD BE INSPECTED DAILY AND AFTER HEAVY RAINS. DAMAGES SHOULD BE REPAIRED PROMPTLY. IF FILLED TO OVER 75% CAPACITY WITH RAIN WATER IT SHOULD BE VACUUMED OR ALLOWED TO EVAPORATE TO AVOID OVERFLOWS. BEFORE HEAVY RAINS THE CONTAINERS LIQUID LEVEL SHOULD BE LOWERED OR THE CONTAINER COVERED TO AVOID AN OVER FLOW DURING RAIN. WHEN SOLIDS HAVE HARDENED THEY SHOULD BE REMOVED AND RECYCLED. SITE WORK NOTES: 1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH FIELD CONSTRUCTION CONDITIONS. 2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT OF WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY REQUIREMENTS AS TO TRAFFIC CONTROL AND CONNECTION TO EXISTING STREETS. 3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT, CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN LIMITS OF CONSTRUCTION. 4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL, WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL. 5. MUCKING: REMOVE ANY SOFT, ORGANIC SiLT MATERIALS AND EXISTING BURLED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED. 6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE LOCAL AND STATE CODES. 7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS ASSOCIATED WITH BORROW OPERATIONS. 8. FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED TO RECEIVE FILL SHOULD BE PROOFROLLED. THE TOP 8" OF SUBGRADE SHALL BE COMPACTED TO AT LEAST 98% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. ANY AREA WHICH PUMPS OR RUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN, SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP, SM, OR SC. FILL MATERIAL 5" OUTSIDE OF BUILDING AREAS SHALL THEN BE PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED TO 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. FILL MATERIALS WITHIN BUILDING AREAS TO A LINE OUTSIDE THE BUILDING AREAS SHALL BE PLACED iN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED IN 6 INCH LAYERS TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IN AREAS WHERE NO STRUCTURAL FILL iS TO BE PLACED THE UPPER 12 INCHES OF IN -PLACE SUBGRADE SHOULD BE COMPACTED TO AT LEAST 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE MATERIAL IS TOO DRY TO COMPACT TO THE REQUIRED DENSITY EACH LAYER SHALL BE WETTED IN ACCORDANCE WITH COMPACTION REQUIREMENTS. IF THE MATERIAL IS TOO WET TO SECURE PROPER COMPACTION, IT SHALL BE HARROWED REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT UNTIL OPTIMUM MOISTURE CONTENT IS OBTAINED. FILL SHALL BE PLACED IN SUCH A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL TIMES. SEE STRUCTURAL NOTES AND SOILS REPORT FOR ADDITIONAL REQUIREMENTS. 9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO CONSTRUCT HiS WORK. 10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF EXISTING UTILITIES DURING CONSTRUCTION. 11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY TALBOT SURVEYING AND PROVIDED BY OWNER. 12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE. 13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH APPLICABLE AGENCIES AND AUTHORITIES. 14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL CONFORM TO NCDOT STANDARDS. 15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL REQUIREMENTS. 16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. 17. SEE SOILS REPORT FOR ADDITIONAL REQUIREMENTS. 18. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK CONDITION. W G 5 19. REINF. CONC. PIPE SHALL BE CLASS III /R R A K ETED JOINT O R RAM NECK UBBE .INSTALL PER MANUFACTURER'S REQUIREMENTS. EROSION & SEDIMENT CONTROL CONSTRUCTION SEQUENCE (PER NCDEQ EC MANUAL, SEC4, PART VI): 1. SCHEDULE AND HOLD PRE -CONSTRUCTION MEETING WITH NHC EC STAFF. THOROUGHLY GO OVER CONSTRUCTION SEQUENCE. 2. INSTALL CONSTRUCTION ENTRANCES AND PERIMETER CONTROLS (SILT FENCE AND TREE PROTECTION FENCING). 3. INSTALL DITCH BLOCK ON EXISTING DITCH. INSTALL ALL OTHER EROSION CONTROL DEVICES NECESSARY FOR THE EXISTING DITCH, 4. BEGIN CLEARING AND GRUBBING SEDIMENT BASiN AREA. 5. INSTALL SEDIMENT BASIN WITH OUTLET STRUCTURE. 6. CONTINUE TO CLEAR AND GRUB THROUGHOUT THE PROJECT AREA. CLEAR AREAS ONLY AS NEEDED. 7. INSTALL STORM DRAINAGE SYSTEM AND STORM DRAiN INLETS WITH INLET PROTECTION AND OUTLET PROTECTION, 8. COMPLETE FINAL GRADING AND SURFACE STABILIZATION IN AN EXPEDIENT MANNER. MINIMIZE THE TIME OF EXPOSURE IN GRADED AREAS. APPLY GROUND COVER MATTING AND/OR SEEDING PER SEEDING GUIDELINES/SCHEDULE PROVIDED ON PLANS. 9. MAINTENANCE OF ALL EROSION CONTROL MEASURES IS REQUIRED FOR THE PROJECT DURATION. MAINTENANCE IS THE RESPONSIBILITY OF THE CONTRACTOR. PLEASE SEE EROSION CONTROL NOTES AND MAINTENANCE PLAN ON PLANS. 10. WHEN ALL AREAS ARE PERMANENTLY STABLE AND ALL LAND DISTURBING ACTIVITIES ARE COMPLETE, THE CONTRACTOR SHALL REQUEST A FINAL INSPECTION BY NHC EC STAFF. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTiL AFTER NHC EC STAFF FINAL INSPECTION. EROSION CONTROL MEASURES MAY ONLY BE REMOVED WHEN NHC EC STAFF ALLOWS AND DIRECTS CONTRACTOR TO REMOVE TEMPORARY EROSION CONTROL MEASURES. ALL PERMANENT EROSION CONTROL MEASURES SHALL REMAIN IN PLACE, INCLUDING INLET AND OUTLET RIP -RAP ENERGY DISSIPATERS. TEMPORARY SEEDING RECOMMENDATIONS FOR FALL SPECIES RATE (Ib f acial lib /1000 sf) RYE (GRAIN) 120 2.75 SEEDING_ DATES: MOUNTAINS -- AUG. 15 - DEC. 15 COASTAL PLAIN AND PIEDMONT - AUG. 15 - DEC. 15 SOIL AMENDMENTS: FOLLOW SOIL TEST OR APPLY 2,000 lb/acre GROUND AGRICULTURAL LIMESTONE AND 1,000 lb/acre 10-10-10 FERTILIZER. MULCH: APPLY 4,000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE: REPAIR AND REFERTILIZE DAMAGE AREAS IMMEDIATELY. TOP DRESS WITH 50 Ib/ocre OF NITROGEN IN MARCH, IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 lb/acre KOBE (PIEDMONT AND COASTAL PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH. TEMPORARY SEEDING RECOMMENDATIONS FOR SUMMER SEEDING MiXTURE SPECIES_ RAT (fb/ocre (lb/1000 sf] GERMAN MILLET 40 0.92 - S SS MAY IN THE PIEDMONT AND MOUNTAINS, A SMALL STEMMED UDANGRA A BE SUBSTITUTED AT A RATE OF 50 lb/acre. SEEDING DATES: MOUNTAINS - MAY 15 -- AUG. 15 PIEDMONT - MAY 1 - AUG. 15 COASTAL PLAIN APR. 15 AUG. 15 SOIL AMENDMENTS: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/acre GROUND AGRICULTURAL LIMESTONE AND 750 lb/acre 10-10-10 FERTILIZER. MUUH APPLY 4,000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. TEMPORARY SEEDING RECOMMENDATIONS FOR LATE WINTER AND EARLY SPRING SEEDING MIXTURE SPECIES RATE_ Ib/acre) (lb/1000 ifs#� RYE (GRAIN) 120 2.75 ANNUAL LESPEDEZA 50 1.15 (KOBE IN PIEDMONT AND COASTAL PLAIN, KOREAN IN MOUNTAINS) OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE. SEEDING_ DATES: MOUNTAINS - ABOVE 2,500 FEET: FEB. 15 - MAY 15 BELOW 2,500 FEET: FEB. 1 - MAY 1 PIEDMONT - JAN. 1 - MAY 1 COASTAL PLAiN - DEC. 1 -- APRIL 15 SOIL AMENDMENTS: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/acre GROUND AGRICULTURAL LIMESTONE AND 750 lb/acre 10-10-10 FERTILIZER. MULCH: APPLY 4,000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. PERMANENT SEEDING RECOMMENDATIONS FOR FALL AND EARLY SPRING SEEQINR MIXTURE SPECIES RATE TALL FESCUE Ob /ocre) 80 (lb /1000 sf) 1.84 PENSACOLA BAHIAGRASS 50 1.15 SERICEA LESPEDEZA 30 0.69 KOBE LESPEDEZA 10 0.23 SEEDING NOTES: 1. FROM SEPT. 1 THRU MAR. 1, USE UNSCARIFIED SERICEA SEED. 2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 Lbs/acre. 3. W! (ERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40 Ibs/acre. NURSE PLANTS: BETWEEN APR. 15 AND AUG. 15, ADD 10 Ibs/acre GERMAN MILLET OR 15 Ibs/acre SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG. 15 ADD 25 lbs/ocre RYE (GRAIN), SEEDING DATES: BEST POSSIBLE EARLY SPRING: FEB 15-MAR. 20 FEB.15--APR. 30 FALL: SEPT. 1-SEPT. 30 SEPT- 1-OCT. 31 SOIL AMENDMENTS: APPLY LIME AND FERTILIZE ACCORDING TO SOIL TESTS, OR APPLY 3,000-5,000 Ibs/acre (68.9-114-8 Ibs/1,000 sf) GROUND AGRICULTURAL LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 1,000 Ibs/acre (22.9 Ibs/1,000 sf) 10-10-10 FERTILIZER. MULCH: APPLY 4 OGO lb/acre 91.8 lbs 1 000 sf GRAIN STRAW OR EQUIVALENT COVER Q OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR ROVING OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A DiSK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE: IF GROWTH IS LESSTH N FULLY ADEQUATE, REFERTILIZE LI E IN THE SECOND YEAR ACCORDING TO SOIL TESTS OR TOPDRESS WITH 500 Ibs/acre (11.5 Ibs/1,000 sf) 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY. PERMANENT SEEDING RECOMMENDATIONS FOR LATE SPRING AND EARLY SUMMER SEEDING MIXTURE SPECIES RATE nacre) (Ib /1 O00 sf) PENSACOLA BAHIAGRASS 50 1.15 SERICEA LESPEDEZA 30 0.69 COMMON BERMUDA 10 0.23 GERMAN MILLET 10 0.23 SEEDING NOTES: 1. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA. 2. USE COMMON BERMUDAGRASS ONLY ON ISOLATED SITES WHERE IT CANNOT BECOME A PEST. BERMUDAGRASS MAY BE REPLACED WITH 5 Ibs/acre CEN Ti PEDEGR ASS. SEEDING DATES: APRIL 1--JULY 15 SOIL AMENDMENTS: APPLY LIME AND FERTILIZE ACCORDING TO SOIL_ TESTS, OR APPLY 3,000 Ibs/acre (68.9 Ibs/1,000 sf) GROUND AGRICULTURAL LIMESTONE AND 500 Ibs/acre (11.5 lb�s/1,,000 sf) 10-10-10 FERTILIZER. MULCH APPLY 4,000 lb/acre (91.8 Ibs/1,000 sf) GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR ROVING OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE: REFERTiLIZE THE FOLLOWING APRIL WITH 50 lbs/acre (1,15 Ibs/1,000 sf) NITROGEN. REPEAT AS GROWTH REQUIRES. MAY BE MOWED ONLY ONCE A YEAR. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND MOW AS OFTEN AS NEEDED. Z O < C C O O ry- Q J 0 Q J ZD CO C UJrr nn C J W CV ❑ 114- 0 0 Qr� CAI W c) ❑ Q W z Ld_ 0 06 Q Jz r) W _J D V J �- O u W Z I- W U W o :2 O Q of Z 0 C9 �>, S ILL 0 ❑ co Q Z LLl Q 2 1- 1_ Q Z Of H 0- L COo Q a coX c\1 � r ^ a)¢0WU20Z QQWW J ax L JZ❑J(-)T-<i. cis Z m Q Q D Z � <z> mom=nN�Ca u �1-�oc� U QDU-Ozrnrn� ZOW����ta Q= d Q C:)J CD CD L _ r r � �� ) �4 o a Z � CN in • U N P� 7, o fmw� Q� �tx P w`,W, V) � w o 1-7 W � � W a X x to �_y V ,4 W tV C) O? ri W H H "- V) r� �--) `n 00 n OW C ] QUO W - 04 7 ,t H 7, rn P4C oaQ Z07� d Z W 0 c 4 1-0 N': P. Licence #C-3641 24006 DES. JST CKD. JPN DRYM RPH DATE 4/1 /24 C4m 1 011