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Home My WebLink AboutSW8210205_Approved Plans_20211201 PROJECT: Wedgewood CRYSTAL COAST ENGINEERING,PA tc=5 mins 205-3 WARD ROAD,SWANSBORO,N.C. 28584 Sediment Storage Device Sizing CRYSTAL COAST ENGINEERING,PA ,, z It0= 8.5(25 year storm) PHONE:(910)325-0006 - FAX:(910)325-0060 205-3 WARD ROAD, SWANSBORO,N.C. 28584 C= 0.32(Single Family) BUSINESS LICENSE#:C-2553 Project: Wedgewood Phase PHONE:(910)325-0006 - FAX:(910)325-0060 A Date: 11-Dec-20 BUSINESS LICENSE#:C-2553 ' GPS DATA: INCR. INCR. TOTAL TOTAL OUTLET • ALL COORDINATES AND BEARINGS ARE BASED ON THE NORTH PIPE AREA 010 AREA 010 DIAMETER LENGTH GRADE HW/D VELOCITY ZONE LENGTH WIDTH TYPE vi co A 3.24 8.81 3.24 8.81 24" 40' 0.50% 0.78 5-5 fps II 12' 6' CL B zyCs u AMERICAN DATUM OF 1983(2011)(epoch 201p,00). 8 1.42 3.88 1.42 3.86 18" 48' 0.50% 0.76 4.5 fMin Surface Area(SA) 0.01 x Peak Inflow Rate (0) z- ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM C 1.14 3.10 1.14 3.10 18" 44' 0.50% 0.65 4.5 fps II 10' b' CLB ' ta) OF 1988 (NAVD88). ESTABLISHED USING NC 'North Carolinafps II 10' 5' CLB Peak Inflow Rate=C x I x Drain Area GNSS Real Time Network (RTN)"ON 07-22-19 D 2.01 5.47 2.01 5.47 18" 40' 0.50% 0.94 4.5 fps II 10' 5' CLB C= 0,26 / E 1.27 3.45 1.27 3.45 18" 46' 0.50% 0.70 4.5 fps II 10' 5' CL 8 1= 7.5 in/hr (Q10) F 1.05 2.86 1.05 2.86 18" 46' 0.50% 0.64 4.5 fps II 10' 5' CL 8 SITE G 2.48 6.75 2.48 6.75 18" 42' 0.50% 1.05 4s fps II 10' 5' CL B H 1.02 2.77 1.02 2.77 18" 40' 0.50% 0.62 4.5 fps II 10' S° CL B Conventional Trap Volume(TV)-3600 x Disturbed Area G I 2.64 7.18 2.64 7.18 18" 42' 0.50% 1.10 4.5 fps II 10' 5' CL B Skiimmer Basin Volume(TV)=1800 x Disturbed Area Ni ��5�� !�� J 1.12 3.05 1.12 3.05 18" 54' 1.67% 0.65 4.5 fps II 10° 5' CLB Skimmer Orifice �r K 1.13 3.07 1.13 3.07 18" 42' 0.50% 0.65 4.5 fps II 10' 5' CLB Device Drainage Disturbed a SA TV Width Length Depth Size Diameter L 2.10 5.71 2.10 5.71 18" 52' 0.50% 0.95 4.5 fps II 10° 5' CL B Number Area Area Type (cfs) (sf) (cf) (ft) (ft) (ft) (In) (in) "1 M 1.81 4.92 1.81 4.92 18" 40' 0.50% 0.85 4.5 fps II 10' 5' CL B 8 N 4.30 11.70 6.11 18.62 35'x24" 46' 0.50% 0.90 6.5 fps II 16' 8' CL B , O 6.11 16.62 9.42 25.62 35"x24" 46' 0.50% 1.10 6.5 fps II 16' 8' CLB Phase 1 P 126.00 144.6° 134.67 150.6° 2-48' 44' 0.50% 1.00 7.5 fps II 16' 16' CL I ,"' ..+ Sed Trap 0.3 127 540 7 20 4.2 n/a n/a if � Sed Trap 0.3 127 540 2 64 4.2 n/a n/a Q 8.01 142,68 156.0' 2-57"x38" 44' 0.50% 1.05 7.5 fps II 16' 16' CL f €i 8 " 1 r R 5.53 148.21 159.6' 2 48" 62' 0.50% 1.10 l.s fps II 16' 16' CL I e i Y" _ 7 Skimmer 0.8 340 720 11 32 2.1 1.5 0.75 S 1.35 3.67 1.35 3.87 18" 44' 0.50% 0.74 4,5 fps II 10' 5' CLB ° � " '' ° a :`t Skimmer 1.8 764 1620 16 48 2.1 1.5 1.00 VICINITY MAP - NOT TO SCALE 1. T 0.81 2.20 0.81 2.20 18" 44' 0.50% 0.55 4.5fps II 10' 5' CLB �t �r 2 3.970.50% x ,� �r Skimmer; 14.6 6345 5940 43 148 1.0 1.5 1.50 U 1.46 2.27 6.17 18" 40' 0.96 4.5 fps II 10' 5' CLB .. -.4,,,,,,'f + sy §r.f 0�. Swale Calculations at. V 0.81 2.20 0.81 2.20 18" 52' 0.50% 0.55 4.5 fps II 10' 5' CLB + 4; &y .,e Skimmer 14.4 6286 9540 43 148 1.5 1.5 1.50 t W 1.53 4.16 1.53 4.16 18" 40' 0.50% 0.76 4.5 fps II 10' 5' CLB t 1, ; ., r, Skimmer 10.9 4757 6300 30 160 1.3 1.5 1.25 ' ' X 2.62 7.13 2.62 7.13 18" 52' 0.50% 1.10 4.5 fps II 10' 5' CL Bas t ,Skimmer 2.4 1062 2250 19 56 2.1 1.5 1.25 Project:Wedgewood Subdivision Crystal Coast Engineering, PA __ CARLABO @9O dM"6,5 = Y 2.12 5.77 4.74 12.89 24' 40' 0.50% 1.00 5.5 fps 11 12' 6' CLB xt t By: DKN 205-3 Ward Road __ o ,c. Z 1.36 3.70 t.38 3.70 18' S2' 0.50% 0.74 4.5 fps II 10' S' CL 6 +, S,: 7-4 . Skimmer 4.7 2039 4320 26 78 2.1 1.5 0.75 Swansboro,NC 28584 I +"� y°wFE f"CE _' _ - "DOSE,* * AA 2.03 5.52 3.39 9.22 24' 40' 0.50% 0.80 5.5 fps II 12' 6' CLB s �'a r Skimmer 2.7 1189 2520 20 60 2.1 1,5 0.75 Procedure: 910-325-0006 _I - BB 1.47 4.00 1.47 4.00 18' 40' 0.50% 0.75 4.5 fps II 10' 5' CLB 5' ` - ty r Skimmer 18.3 7959 14490 39 205 1.8 1.5 1.50 Adjust y until z• =Z,oa Business License:C-2553 I _ ',a- �"� "��' CC 2.63 7.15 2.63 7.15 18" 52' 0.63% 1.10 4.5 fps II 10' 5' CL B ,, . ‘,P.., Skimmer 3.1 1359 2880 21 64 2.1 1.5 1.25 gg I wEnAND. �„•E FENCE ► DD 1.88 5.11 4.51 12.27 24" 40' 0.50% 1.00 5s fps II 12' 6' CLB r 1 y Sed Trap 1.2 510 2160 13 39 4.2 n/a n/a I - - 1 EE 1.37 3.73 1.37 3.73 18" 42' 0.50% 1.10 4.5 fps II 10' 5' CLB Skimmer 0.8 340 720 11 32 2.1 1.5 0.75 Where: Let: % WMANDS '~�'-' (ci9ti .. " `�,-•' `_- _-, --__ FF • 0.35 0.95 0.35 0.95 18" 40' 0.50% <0.50 4.5 fps II 10' 5' CLB k ��a �:Skimmer 2.0 849 1800 17 50 2.1 1.5 1.00 B=bottom width n=0.03 11 'ram.- {t 13 (1z6; ---- GG 0.29 0.79 0.29 0.79 18" 32' 0.50% <0.50 4.5 fps II 10' 5' CLB '� r �u a is 1"�s p y'+3 ° trial depth r% ,"i 1_z) '_, . :, +r Skimmer 2.5 1104 2340 19 58 2.1 1.5 1.25 Y= P - HH 0.20 0.54 0.20 0.54 18" 140' 1.08% <0.50 4.5 fps II 10' 5' CL B CUP„"+E,EMCE :..Skimmer 4.7 2039 4320 26 78 2.1 1.5 1.25 A=By+My2 M=3 k-__ , I Phase 2t Skimmer 4.7 2039 4320 26 78 2.1 1.5 1.25 Yt ')„' 11 1z4 1 RARZs 1 _-'-_' -- `114) - - (?J i3z �1 1 P 1j � /{4 3 s , ;,. i Skimmer 7.4 3228 6840 24 140 2.1 1.5 1.25 z.,,= = 1' -__ -.-- F t,,_r 1 S Special Notes: / * a , kt9, ., I / - - I 1.Unless otherwise noted,storm drain pipe shall be CI V,Wall B(ASTM C76)and meet AASHTO M170 with WATERTIGHT Tongue&Groove Joints. a 1 ' agir s�� ,x Skimmer 6.2 2718 5760 20 140 2.1 1.5 1.25 w A r_. and meet NCDOT R uirements. 4 404 Use: f i* t,_ / r / ; x Skimmer 13.3 5776 12240 44 132 2.1 1.5 1.50 n=.02 for earth lined a I WETLANDS t 11 SHEETS 1 4& 1 9 1 2.StormipeshallDra be ConInstallatech CORLIXl be in r h Alum.Pipe,requirements. / 3-, CS �, i ,s, 'I?h 3.Pipe N be Contech Corrugated 10 Gauge Min. / \ �rr Skimmer 13.3 5776 12240 44 132 2.1 1.5 1.25 n=.03 for mowed grass I I 14 �� : � Sed Trap 0.3 127 540 7 20 4.2 n/a n/a n=.05 for unmowee grass I \� 'e i us; ,1zs; I SEE PLANS F 0 RGUM °�Y ` , �t 1° Sed Trap 0.3 127 540 7 20 4.2 n/a n/a n=.013 for concrete line' _ n-.035 for rip rap 11 , u 1 \ Phase 3 ,ewoEonc" I P t-- 121_ ,; BRANCH R D WIDENING , W: . r - Skimmer 18.3 7985 14580 48 164 1.8 1.5 1.50 Location Q,B S z,.y B y A P R z,, VEL Remarks «aµm r�E �--. 117) ! +' o•,." , 1 t 10s) 9 _ aw }1 Skimmer 3.5 1529 3240 23 68 2.1 1.5 1.25 Swale 1 4.01 0.0060 1.04 0 0.81 1.97 5.12 0.38 1.04 2.04 O.K.-Temporary Matt Required % _ _ `o aA. �1 1t3s; `/ if s y If�1( 7 Skimmer 2.9 1274 2700 21 62 2.1 1.5 1.25 Swale 2 6.60 0.0060 1,72 0 0.98 2.87 6.19 0.46 1.72 2.30 O.K.-Temporary Matt Required o I _ - 4 .� I / )1 e, � Y Skimmer 2.9 1274 2700 21 62 2.1 1.5 1.25 Swale 3 6.64 0.0060 1.73 0 0.981 2.89 6.20 0.47 1.73 2.30 O.K.-Temporary Matt Required y°E O,� L-�-"'' A ' (107"` 1 .- ,--- • 1 / ; P ry q SLIDE p� ` J �I20) r 3� 1 /� \ , , --,,`,..6,,,, Skimmer 3.1 1359 2880 21 64 2.1 1.5 1.25 Swale 4 6.10 0.0060 1.59 0 0.95 2.70 6.00 0.45 1.59 2.26 O.K.-Tem Temporary Matt Required wamEoA,c»n r 1191 ✓ 4 / / T'� c r :Swale 5 1.84 0.0250 0.23 0 0.46 0.63 2.91 0.22 0.23 2.90 O.K.-Temporary Matt Required CT / // ti ��' ,.Skimmer 3.1 1359 918 21 64 0.7 1.5 1.25 I P ry q �r T,�; R-,.. / "• \ Vcs Phase4 "IcaE Um-AM WELD,I"vsrru / Swale 6 3.72 0.0060 0.97 0 0.79 1.87 5.00 0.37 0.97 1.99 O.K.-Temporary Matt Required 1 1os� IIIIIIIIPS>+CT' 3 1BOME!,P®40 / "^or°*^^^ "� i! i�aSed Tra 0.4 170 720 8 23 4.2 1.5 1.25 mt.-o� oe,5„a / �a M.rt c"Err awE % p1 {10g CJI oeaoe.e / cm1 / LILAC n.•cK:n \ '� St .Swale 7 3.97 0.0220 0.54 0 0.64 1.21 4.02 0.30 0.54 3.28 O.K.-Temporary Matt Required 1 1 �„ ME 6FQ / °E,BED \\4 " '1+ I rx �� / O E°� :�E°a. CO r Skimmer 3.5 1529 3240 23 68 2.1 1.5 1.25 Swale 8 7.94 0.0060 2.06 0 1.05 3.28 6.62 0.50 2.06 2.42 O.K.-Temporary Matt Required I (1391 r--� 1 "ESroE"nK� // •��E"n• \ \� �- 1 1 �, ,53; 1 / / ,�,. ," 1+ f < Skimmer 4.7 2039 4320 26 78 2.1 1.5 1.25 !Swale 9 4.33 0.0260 0.54 0 0.64 1.21 4.02 0.30 0.54 3.58 O.K.-Temporary Matt Required I, ---1 1 (-�, / / m MOE^ " \ �#` .� '140l t sz 1 " . .L. M*,a x�n x a = % _� o 3 )5 i t,- Skimmer 4.4 1903 3600 25 76 1.9 1.5 1.25 -. Swale 10 8.66 0.0060 2.25 0 1.08 3.51 6.84 0.51 2.25 2.47 O.K.-Temporary Matt Required - - 1b (10e) '`'/! I (154' Y // - u. : I ,,.,7� E n" - V \. to '" ' k r' ' V°.- " ' Skimmer 18.3 7985 14580 35 225 1.8 1.5 1.25 :Swale 11 5.54 0.0060 1.44 0 0.91 2.51 5.78 0.43 1A4 2.21 O.K.-Temporary Matt Required lIi': - /// (ut) 1 ) ffi m �MEa E '"TENET ENE _ / -- --- - - "' = � Swale 12 4.10 0.0060 1.07 0 " 0.82 2.02 5.19 0.39 1.07 2.03 O.K.-Tem Temporary Matt Required / / E ili(l'il } I ',i-` a °Forte �_ 4�E - ' ' T---�lh"-- i' " �, '�\ e" 'r' \ \� �'ytpf p"' j", #�1 Skimmer 4.1 1792 1620 24 73 0.9 1.5 1.25 1 P ry q c. 11 > / w. 4 a151) • \ / I (VESOB,r.YNq°pE°� /�C U.L FAUP[NiY 1.YF \ - Swale 13 5.30 0.0060 1.38 0 0.90 2.43 5.69 0.43 1.38 2.18 O.K.-Temporary Matt Required ,- v // 00'� (iatl �C, I 1 / 1 ( I _ / \ �� Swale 14 3.70 0.0060 0.96 0 0.791 1.86 4.98 0.37 0.96 1.99 O.K.-Temporary Mari Required " ( Clot) G\' I I (150) (,s5) { \ t -�'1� �(215' °"" 03) ,---- SE I I / \ T1.1 (z12) (z13r1 f(z✓) {z1 I I �,, ' 5�t�... , •:- \‘ \\� :Swale 15 7.40 0.0060 1.92 0 1.02 3.12 6.45 0.48 1.92 2.37 O.K.-Temporary Matt Required 1 -- '.`1 _ 1 e4' - I / +x5 y (z10) / I I . \•` II . Swale 16 8.00 0.0060 2.08 0 1.05 3.31 6.64 0.50 2.08 2.42 O.K.-Temporary Matt Required 1 EgT, 4�•- 11111H,1 149)1 o�T I / //�� , ' \ ?�� wforMF ,�ompo An.mow qlow I I / t . \�� Swale 17 2.60 0.0060 0.68 0 0.69 1.43 4.36 0.33 0.68 1.82 O.K.-Temporary Matt Required I -3 1 1 c' ^ I / r , \` .� \\�` Erosion Control Phasing C-=== °' s SECS - r;a, /i�A I I Ise, 1 .� �08j °e / �� .> o.,- �. Swale 18 10.60 0.0110 2.03 0 1.04 3.24 6.58 0.49 2.03 3.27 O.K.-Temporary Matt Required :",•,: w�� SHEETS 2 8 1Li_ t�','f / �� Note: Each phase shall be completed and stabilized Swale 19 6.48 0.0600 0.53 0 0.63 1.18 3.97 0.30 0.53 5.49 O.K.-TemporaryMatt Required I I ., T 1 Swale 20 1.10 0.0600 0.09 0 0.33 0.33 2.09 0.16 0.09 3.37 O.K.-Temporary Matt Required 1 A SHEETS 6 1 2 18 c t `o? ) �. �`� .1 \• (complletely p getated) prior to proceeding to I -� \ (249 °a,��•• \� subse uent hoses. Swale 21 1.00 0.0180 0.15 0 0 • .391 0.46 2.47 0.18 0.15 2.19 O.K.-Temporary Matt Required I I1< I e, \ \zos; \ %3) �,r e \\ Swale 22 3.50 0.0060 0.91 0 0.771 1.78 4.87 0.37 0.91 1.97 O.K.-Temporary Matt Required tI 1` -� I I /, I}u \ \ - \ \ -_� 24) 6-4Th ` ,4 `--" `�,_- :4 I (15s� 4 ,,'sP • \ \ \ \ (z4s, ,_J / •\ SECT 1 Swale 23 4.50 0.0060 1.17 0 0.851 2.15 5.36 0.40 1.17 2.09 O.K.-Temporary Matt Required _ 1 I "`-' _ I «F ,, w ;., +' \ \ (z4l \ \ (250) E" .pB �� / / Ez Disturbed Area 35.3 AC. I 1 '1�21 I °WMEftMEMK zas, \ Swale 24 2.50 0.0060 0.65 0 0.68 1.39 4.30 0.32 0.65 1.80 O.K.-Tem Temporary Matt Required i 9t3�} "970 ® �' °g( 8 1 / "` "'�" I P ry q l 1 r oesm.ns /,•' s \ SECT. 1 ro `/ / / ccaw-Amaw I-WE ua+ •-,-...- Swale 1 p z w '�' \\ '244� \ o.removed ' // s s.+.+E c euwe+ Swale 25 3.70 0.0060 0.96 0__ 0.79 1.86 4.98 0.37 0.96 1.99 O.K.-TemporaryMatt Required -� `� \'� \ • nn"" < / // & bE�RA� SECT 2 9 RAN.°°c" !�- I {zoo; \ SECT. 1 6\ (�, / na,EDO, WLPROPERTY ONE (161) ' -% � '- \ ° -' ` / Disturbed Area 38.0 Ac Swale 26 4.90 0.0060 1.27 0 0.87r 2.29 5.53 0.41 1.27 2.14 O.K.-Temporary Matt Required ................. 163 �e (tom, {243,\\\ Pk �`� /' _ Swale 27 3.10 0.0040 0.99 0 0.80 1.90 5.03 0.38 0.99 1.63 O.K.-Temporary Matt Required r� (-9-3', IQ-) 1 s'` (2o3) \\ r'~, ('1 1 'S l sou-tees� \� // 1 s/� IIMUSE Swale 28 3.60 0.0060 0.94 0 0.78 1.83 4.93 0.37 0.94 1.97 O.K.-Temporary Matt Required I `_. I I :174t 1 44 s , , - 219' 218. �" SECT 3 1 I wwoEom F ep� \ 220\ �. J \_`� `y/ C4 // I `- k��" E +�; e ;i\ \ (z42, -' S ray ; Disturbed Area 19.1 Ac 'Swale 29 7.68 0.0040 2.44 0 1.12, 3.73 7.05 0.53 2.44 2.06 O.K.-Temporary Matt Required a n I I7o1 t i;".0 \ �20,3 r- `r- a x I �__: + \ i 2211 0 Swale 30 5.50 0.0100 1,11 0 0.8 2.07 5.25 0.39 1.11 2.66 O.K.-Temporary Matt Required E I, ��} 169, I 1 I CID ,E EKE \\\ '.-.:*9 -' Swale 31 2.30 0.0050 0.65 0 0.68 1.38 4.29 0.32 0.65 1.67 O.K.-Temporary Matt Required c I-3.___- 1,= I { ' ' U e s / i i tot 1 \\ * K. SECT 4 p ry 161 r16 `175 t `/ } (10 TIME crr o.c,740E ,awale 32 a.tu u.U14U U./u U u.ruL I.wr 4.a3 u.ss U. T.,9 U.K.- temporary Matt Required r- --_ t lee) (761 I I ,--+"' /. s .-� 22Z , ° >a,r� Disturbed Area es 19,4 Ac ,✓ ` --.., • / / 1 e eLESIDE LANE 6n PUBLIC RAN ". ZONEow Swale 33 5.40 0.0120 0.99 0 0.801 1.90 5.03 0.38 0.99 2.84 O.K.-Temporary Matt Required I U rifi ' f''�' i r `\`.- (2 31� �111 ,, - Swale 34 6.50 0.0130 1.15 0 0.84L 2.12 5.31 0.40 1,15 3.07 O.K.-Temporary Matt Required I RA+ReH _, \ - "_ ( 13 r 12'} Total Disturbed Area = 111.8 Ac • Rust, . 4. ./-' 1 �..ti� I,199� - \ \(239) - \ r-__•1 -_) •r.- Swale 35 10.20 0.0060 2.65 0 1.151 3.97 7.28 0.55 2.65 2.57 O.K.-Temporary Matt Required ` (1� \ \ ( 4 \ (i7 1 r is 1 •15• �x1' / �__ \ __ 22- \ `. \� Swale 36 3.00 0.0090 0.64 0 0.68 1.37 4.28 0.32 0.64 2.19 O.K.-Temporary Matt Required \ \ ` �._ \ ('1 • \ '944� �� . i I ,�, (}98, --� \ '�• \ 19 ice Swale 37 6.10 0.0060 1.59 0 0.95 2.71 6.01 0.45 1.59 2.25 O.K.-Temporary Matt Required �� / I 1 \\ (238) \ c. ,^ \ is) Total Disturbed Area = 112 Ac Swale 38 5.80 0.0060 1.51 0 0.93 2.61 5.89 0.44 1.51 2.23 O.K.-Temporary Matt Required / vr,,, 78} �--_•-' . \\ (' ✓ \• G� `J \\\� _ "�•, DEORCe 'Swale 39 5.20 0.0060 1.35 0 0.89 2 39 5.64 0.42 1.35 2.18 O.K.-Temporary Matt Required / n ' -- - ' //`� 1 \\ -- z 7) '4, (20= \ J I"'' (-93s1 = Q194) ,_.,1 iii ,� r,179} , /./7\ ?i I \\ ; , `-' ;zee \ _ Recieving Watercourse: UT New River Swale 40 13.70 0.0060 3.56 0 1.29 4.95 8.13 0.61 3.56 2.77 O.K.-Temporary Matt Required , CT 3__=' t193, tso7 SECT. / \ 1 1 \\\�� . =J `� \ = "� (C:NSW) Stream Index 19 (1) f I 1\ �z3<� ( zt 1 \ NE. �� a =sue« Swale 41 9.30 0.0060 2.42 0 1.11 3.71 7.03 0.53 2.42 2.51 O.K.-Temporary Matt Required t Cr. 1 C� 1 1 I/ I 1 ---, \\ (z2 i \�� °ate°X' Swale 42 4.80 0.0060 1.25 0 0.871 2.26 5.48 0.41 1,25 2.13 O.K.-Temporary Matt Required I /, ,--.t SE ( I ( I I-' \\ F"-` L' �� '' °"° ' t 92, 235) (2[) ,n DAL-DOA �.- I I I � I / Predominant Soil Types: Norfolk Loamy Fine Sand 'Swale 43 12.70 0.0060 3.30 0 1.251 4.68 7.90 0.59 3.30 2.71 O.K.-Temporary Matt Required -- •.__, I _ Swale 44 5.80 0.0060 1.51 0 0.93 2.61 5.89 0.44 1.51 2.23 O.K.-Temporary Matt Required a (185) atilli_, �1 y I I E P q (??� / 5W°Ed OMEN Goldsboro Fine Sal),,:y Loam Swale 45 2.50 0.0060 0.65 0 0.68 1.39 4.30 0.32 0.65 1.80 O.K.-Temporary Matt Required `e, ,19% t-i-� a ( S H E E T S 3 �„! 1 5 / Woodington Loamy Fine Sand Street Swales ior ;,.18.7) (1- 1 1 / s4 -(Most critical section(s) / , s;- h., '. __ • .\ / + ° :10pre = CIA .Woodford 5.68 0.0207 0.79 0 0.73 1.59 4.61 0.35 0.79 3.56 O.K.-Temporary Matt Required 4" / (00) I 1 (5)\\\ // _ (,28) (7.5) (125.6) Slater 4.84 0.0119 0.89 0 0.77 1.76 4.84 0.36 0.89 2.76 0,K.-Temporary Matt Required /fiP f 4' I si) r 2J ) \\\dY..MECO A�, y j I t,, -� , '•--' \ \ / = 264 CfS Ambleside 2.75 0.0265 0.34 0 0.541 0.86 3.38 0.25 0.34 3.20 O.K.-Temporary Matt Required . moce*Mk (' • Y r1 1 1 ✓ R \Gidleigh 3.00 0.0080 0.68 0 0.691 1.43 4.36 0.33 0.68 2.10 O.K.-Temporary Matt Required ,'\ \ ('ee) C?? - ' i I S 1 1 ;e \_-- -"'/ I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS 10post = CI A \ \ ) --' 1 --- r`"' c '232 �� - 5MM.,-W,A" �1111111/ll DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY = 40 7.5 125.6.Tillington 4.39 0.0053 1.21 0 0.861 2.21 5.43 0.41 1,21 1.99 O.K.-Temporary Matt Required p �� \�\ i,557 �"^".� •I L ` _ _ �z7, / `\\1 CAR I//� (• } ( } ( )Lunenbur 3.79 0.0066 0.94 0 0.78 1.83 4.93 0.37 0.94 2.08 O.K.-Tempora Matt Required '*"' r--1 \ \ 71 } ✓ - 1'� -- .q �"`� dl _� MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN 1111 11 = 376 Cfs/ I _ \ ` Q .••s.SSio •.,+". HEREON): THAT THE BOUNDARIES NOT SURVEYED ARE t1 C ' A, �,, Lunenburg 20.20 0.0050 5.75 0 1.54 7.10 9.73 0.73 5.75 2.85 O.K.-Temporary Matt Required /" ta� Cp CS. 2 �zaS O;'O "9 . + CLEARLY INDICATED; THAT THE RATIO OF PRECISION Q' /Parrish 1.78 0.0244 b.23 0 0.46 0.63 2.91 0.22 b.23 2.80 O.K.-Temporary Matt Required - '� >` FCT (ss) a ! ' (51 \ \ r` // .Z•A' e; �! O OF '8/• 10i Parrish 3.01 0.0070 0.72 0 0.71 1.49 4.46 0.33 0.72 2.02 O.K.-Temporary Matt Required i a 'k • ! \ ��1 \ \ zs; _ l' AS CALCULATED IS 1:10,000+; WITH SS MY ORIGINAL SIGNATURE, �" P 4'."\ \74l i 70i •c/ ,„0 -_ \/ / f K/\ \ `4 \__'' \ \ '°-�/ / �Gn" a !QWestline 2.83 0.0190 0.41 0 0.57 0.97 3.60 0.27 0.41 2.90 O.K.-Temporary Matt Required r ,- _ 1 \ \ . \ i LICENSURE NU B�E�R�pAND SEAL THIS _ ____�_- { \ \ �� w« 30)\ \ / e L-25� /: DAY OF ___. #'- , 201/1,_ .Belstead 3.67 0.0150 0.60 0 _0.66 1.31 4.17 0.31 0.60 2.81 O.K.-Temporary Matt Required 87) 57} ;' \ \1 51 �„Eeo• \ \ %�� f(� 4yBelstead 2.11 0.0120 0.39 0 0.561 0.94 3.54 0.27 0.39 2.24 O.K.-Temporary Matt Required • ffi - (is) (s- �' % ,\\\\ A `ai) \� tr i�f' •. Sve`'•!�O`� O 'Watersfield 0.84 0.0088 0.18 0 0.421 0.53 2.66 0.20 0.18 1.59 O.K.-Temporary Matt Required k = 4 47) \ \ \ \ .. Ohr • �` ' �� -s a INE'EQ' �'�� 'Watersfield 2.40 0.0050 0.68 0 0.69 1.43 4.36 0.33 0.68 1.68 O.K. Temporary- Matt Required oEFoO, ;as). 76l ��,,,JJJ sa} ` /• \ \ \ \ 'PO 1111P ��\ JOHN L. PIER L. L-2596 lI _iHes •� 6. 91 9. ti_ A- H T �, o _ Vji S EE S 5 ( - 1 7 f _(B4)_ '" r�' Tilljl - Crystal Coast Engineering, P.A. 40 r 76), I 7 / /r4+1 :��CURVE ARC l -NGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH yf! �'� �_"-' --1"` / / "' w Civil and Environmental Consulting Engineers Cl 133.3.' ' 1206.24' 6120'02.74° S 62'52'30" E 133.28. x r (83.1'-.,r' •"i r r r l 41 __\� --- David K. Newsom, PE C2 17.31. 1206.24' O'49.20.10u S 60'07'09" E 17.31' p -' ,' - "` / / . 43' / John R. PE r 1 / {ss1 / l �JI / �z, Freshwater, C3 89.20 1206.24' 4'14'13.79" S 62'38'S6" E 89.18' I ;i9? / l I 1 Water Legend 2C'5-3 WARD ROAD, SWANSBORO, N.C. 28584 C4 26.84 1206.24' 1116.28.84" S 65'24'17" E 26.84 I // ( / / 1 DENSITY INFORMATION FOR ZONE - R-10 C5 62.19' 310.00' 11'29'39.20" S 2911 t'52" W 62"09' - I ' I` ► (e�) / I - °° E E I a 10'x8'Toppling Sleeve&Valve,(Reverse PHONE: (910) 325-0006 N FAX (910) 325-0060 / ,✓ ` rB9'1 / �J L_- IOTAL AREA = 126.93 Ac. (5,529,178.69 S.F.) C6 227.05' 310.00. 41'57.55.64" N 44'26'00" E 222.01' it / .s• Tap)a )&90°BendsasR d License No.: C-2553 ^� ► �� 1 1 / _ I AREA WITHIN R/W FOR STREET = 30.10 Ac. (1311290.04 S.F.) C7 276.92' 400.00' 39'39'S5.23" N 45'35'00" E 271.42' I �i s'' s 1 (63) 1 1 ©8'X'S Tee,6"G.V.&Hydrant Assy. AREA MINUS R/W = 96.83 ACRES (4,217,888.65 " C8 303.1(12 600.00. 28'56'39.3r N 40'13.22° E 299.89' i eon} 1 I ,-__� ura.pU1< F'"�+ ..� NOTES: , / S.F.) Z lu°��5 C9 142.68' 310.00' 26'22'14.35" N 67152'49" E 141.42' /� / �84 s gal�►eu� Y wPanwuaro.i9Muxa 1. SETBACKS: FRONT-20'; CORNER SIDE STREET-20'; SIDE-8'; RFAR-.5 OR ©6= 6 Tee,6" DENSITY = (4,217,888.65/10,000) = 421.79 APPROVED ,11L F uoro AS SHOWN HEREON TOTAL NUMBER OF LOTS ALLOWED = 421 LOTS !"\!" IC 1/ 1.+' C10 23.66 310.00' 4122'24.14" N 46'45'41" W 23.66' +'' Uzi /r ei 1 ,�+;ypslt�' "'"'° r�i 2. ALL EASEMENTS ARE 20' DRAINAGE AND UTILITY UNLESS OTHERWISE Od 8'k6"Tee,6"G.V.,Hydrant Assy.&8" I / --. Me]BO140 SLOE f30 TOTAL NUMBER OF LOTS PROPOSED = 250 LOTS NORTH CAROLINA ENVIRONMENTAL / :«E°PA NOTED. In-Line G.V. ..,_ C11 275.7 310.00' 50'S7'28.79" S 29'12'S8' W 266.71 / 1 ."�<"a,",.. G� , 3. SOIL DISPOSAL AND DEBRIS WILL BE HAULED IF REQUIRED, C12 156.6 '' 310.00' 28'S6'39.37 S 40113 22' W 154,94 // /` / 4. ALL RIGHT OF WAY INTERSECTIONS TO HAVE 20' RADIUS AND tJ 6k6 Tee,6 G.V.,HydrarltAssy.&s MANAGEMENT COMMISSION r 4 a \:: In-Line G.V. C13 214.6'' 310.00' 39'39'55.23" S 45'35'00" W 210.35' A� � - 4'r1,. �,'R� t�' / -' ,E.rE PAVEMENT INTERSECTS TO HAVE 30' RADIUS ��' .-.p�/y�� . - C14 303.7 )' 690.00' 25'13'04.97n S 52'48'26" W 301.25' //•` $ jg ;.•- 5. TOPOGRAPHIC DATA BASED ON NAM) 88 UDAR. fQ 6"t6 Tee,6'G.V..Hydrant Assy.,65c2 C15 175.8 " 230.00' 43148'28.03" N t 3'24'04" W t 71.60' / ;' _ ,.°wucor.aMM,K 6. ALL CUL-DE-SAC WILL HAVE 40' EDGE OF PA(T. RADIUS. Tapped Plug&2•In-Line G.V. 1 - j-2 C16 96.30' 230.00' 23'59'25.14" S 03129'32" E 95.60' / 0 BPI,OD, 7. SIGHT DISTANCE ARE 1O'X7O' AT IN1t1atCTIONS. niP wmEfe":E •�� (Si) 'k6"Tee,8"x 6'Reducer&2- 6"G.V. reeasv„vsUEEcv 8. DEVELOPER TO FURNISH STREET SIGNS AND STOP SIGNS AT STREET REVISIONS: C17 185.48' 310.00' 34.16'50.34" S 01'39 10' W 182.72 t afcuv wOwEn wM g INTERSECTIONS ACCORDING TO STATE STANDARDS. � COVER/INDEX SHEET C18 183.9P' 380.00. 27'43.38.88n N 04155'46" E 182.11 9 . IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL CONDITIONS ia. 6'x6"Tee,6"In-Lire G.V.&6"G.V ' 2-25-2021 (COUNTY TRC) C19 403.11. 900.00. 25'39.44.87" N 21145'56" W 399,74. PRIOR TO CONSTRUCTION & CONTRACTOR'S RESPONSIBIUTY TO COMPLY PATH 06546 Cross&3 s' G.V. 6-3-2021 (ADDED TURN N.C.D.O.T.'S COMPACTION STANDARDS FOR ALL STREET CONSTRUCTION. C20 18.48 310.00. 3'24.53.17" N 32153'22n W 18.47' 10. SITE CONTRACTOR TO SPREAD SPOIL FROM ALL DITCHES AND ED 6"k6"Cross&2-5- G.V.,6"x2"Tapped LANE & STORMWATER REVS) PREPARED FOR C21 80.46' 230.00. 20'02.35.76" S 64'43.00" W 80.05' SWALES AND TO STABILIZE SIDE SLOPES PER THE STATE'S EROSION CONTRcr_ TRACT DATA: C22 121.14. 230.00' 30'10'34.67'. S 39136.25" W 119.74' SPECIFICATIONS. P'Blow-Blow-Off BE/ VER CREEK INVESTORS, INC. C23 75.97' 230.00. 18'55.33.83" S 64'51'59" W 75.63' 11. ALL DRAINAGE PIPES TO HAVE FLARED ENDS ©2•Biow-0ffAssy TOTAL ACREAGE = 126.93 Ac. (5,529,178.69 S.F.) 12. ALL HOMES TO ONLY FACE STREETS 1MTH AT LEAST A 20• MINIMUM 6'G V 1 Jt 6'DIP 6'x2"Tapped Plug& C24 '321.66. 370.00. 49'48`37.9e S 49'25'26" W 311.63. BUILDING SETBACK. TOTAL NUMBER OF LOTS - 250 LOTS SHOWING C25 123.98' 230.00. 30.53'04.15° S 39157 40" W 122.48' Level Spreader/Filter Strip Design Table 13. CONTRACTOR IS TO CONTACT THE N.C_D.O.T. MAINTENANCE OFFICE AT 2'Blow-0tf Assy. AVERAGE LOT SIZE -0.39 ACRES LEAST 48 HOURS PRIOR TO PLACING ABC OR ASPHALT ON ANY ROAD BED LARGEST LOT - LOT 111 1.86 ACRES C26 123.98' 230.00. 30'53'04.15" S 39'57 40" W 122.48. THAT IS To BE ACCEPTED FOR STATE MAINTENANCE. 06'G.V.,1 Jt.6'DTP&Hydrant Assy. ( ) WE DGEWOOD SUBDIVISION C27 148.10' 450.00' 18'51.25.25'. S 40'36.38" E 147.44' LS/FSNo. Level Spreader Filter Strip 14. AFTER ROAD IS PAVED. ALL HOUSES UNDER CONSTRUCTION MUST PROVDE SMALLEST LOTS - LOTS 189 & 190 (0.28 ACRES) P Device Q10(cfs) Length(ft) H(ft) Vel(fps) Length(ft) width(ft) Siope(°/.) . B ( y A I P R z.,, VEL I A STABILIZED CONSTRUCTION ENTRANCE AND KEEP IT MAINTA'NED UNTIL LINEAR FEET OF PROPOSED STREET= 13,387.57 RICHLANDS TOWNSHIP, ONSLOW COUNTY, NC 1 4.01 41 0.102 0.96 41 30 1.00 0.81 41 0.095 3.92 41.60 0.09 0.81THE PERMANENT DRIVEWAY IS INSTALLED. 1.02 ZONING = R-10 PREPARED BY 15. ALL ROADS TO BE PUBLIC AND BUILT TO NCDOT STANDARDS. Water Quantities TAX PARCEL MAP No: 54 - 83.4 LINE BEARING DISTANCE 2 6.64 67 0.103 0.96 67 30 1.00 1.34 67 0.0955 6.43 67.60 0.10 1.34 1.03 16. THERE SHALL BE NO ENCUMBRANCES VA MN THE NCOOT R/W. 8"Waterrnaarc 2,239If - ONWASA L1 S 78'15'26° E 52.43' 3 3.72 38 0.102 0.96 38 30 1.00 0.75 38 0.0951 3.64 38.60 0.09 1 0.75 1.02 17. ONLY NCDOT APPROVED MATERIALS ARE TO BE USED WITHIN THE R/W. 6"Waterman 10,2931f WATER/SEWER JC)HN L. PIERCE & ASSOCIATES, P.A. L2 S 38134'07" W 34.00' 4 7.94 80 0.103 0.96 80 30 1.00 1,60 80 0.0955 7.67 80.60 0.10 1.60 1.04 18. ONLY ONE-SECTION CAN BE DISTURBED AT ANY GIVEN TIME AND EACH 2°Waterrrain 1,8431f FIRE DISTRICT & ISO RATING = NW ONSLOW/5 NC LICENSE C-188$ I L3 S 02'40.10" E 55.46' .. SECTION MUST HAVE ADEQUATE CROUNDCOVER BEFORE THE NEXT SECTION IS r-„ 5 8.66 87 0.103 0.96 87 30 1.00 1.74 87 0.0955 8.34 87.60 0.10 1.74 1.04 DISTURBED. Water services 251 ea(incl Pump Station) THIS SITE IS NOT WITHIN 1/2 MILE OF A VOLUNTARY AGRICULTURAL DISTRICT (VAD) L4 N 44'34 40 E 96.23. - 19. NO HOUSES, BUILDINGS. FENCES OR OTHER STRUCTURES ON SITE (UNLESS Fire Hydrant Assy 31 ea 405 JOHNSON BLVD. JACKSONVILLE, NC 28540 T 6 5.30 53 0.104 0.97 53 30 1.00 1.07 53 0.0959 5.11 53.61 0.10 1.07 1.04 L5 S 13'08.20" W 41.86 7 3.70 37 o.loa o.97 3a 30 1.00 o.7a 37 0.0954 3sa 37.61 0.10 0.7a 1.03 silowN). Blow-Off Assy 10 ea SETBACK REQUIREMENTS FOR R-10: PHONE: 910-346-9800 DATE: JANUARY 29 2021 20. NO PORTION OF THIS PROPERTY IS MA THIN A 100 YR. FLOOD ZONE PER �� L6 S 39'56'31" W 32.38' FRONT = 20' 8 6.48 65 0.103 0.96 65 30 1.00 1.30 65 0.0957 6.25 65.61 0.10 1.30 1.04 FIRM 3720444100K & 3720441000K DATED 06-19-2020. SCALE: 1 - 200 JOB 2019-19691 L7 S 40'20'S2" W 75.59' Sewer Quat,bt;ea L8 N 45112'00" E 93.69. 9 1.10 11 0.104 0.97 11 30 1.00 0.22 11 0.0957 1.08 11.61 0.09 0.22 1.02 21. ALLO LOT PROPOSEDL 5lVE DIRECT ARE 20' IN PAVEMENT WIDTH. (GUM BRANCH ROAD WILL HAVE A 50' SETBACK) 22. NO SHALL HAVE ACCESS TO GUM BRANCH ROAD. 8"San Sewer 12,828If SIDE = 8' L9 N 10'13 31 E 82.23 10 4.50 45 0.104 0.97 45 30 1.00 0.91 45 0.0959 4.34 45.61 0.10 0.91 1.04 23. A SMALL PORTION OF THS PROPERTY IS SUBJECT TO 404 WETLANDS AS 10"Sari Sewer 131 If SHOWN HEREON. THEIR DELINEATION IS CONSISTENT WITH POLICIES AND Manholes 53ea SIDES) OF CORNER LOT ABUTTING STREET = 20' L10 N 72'50'1 3" E 121.11. 11 3.70 37 0.104 0.97 37 30 1.00 0.74 37 0.0959 3.58 37.61 0.10 0.74 1.03 REGULATIONS OF THE U.S Afa4Y CORPS of ENGINEERS. LOT OWNERS OF REAR = 15' 200 0 100 200 400 800 EC E I E REFERENCES: ServiceCorr .,Ctsjr s 251 ea(incl Est House) M.8.77 P.235 CAB "0" 12 4.90 49 0.104 0.97 49 30 1.00 0.99 49 0.0959 4.73 49.61 0.10 0.99 1.04 AFFECTED LOTS ARE ADVISED TO CONTACT US ARMY CORPS OF ENGINEERS -�-�-�- REGARDING DEVELOPMENT IAATHIN THE 404 WETLANDS. Pump Station 1 ea AUGli .. Oy D.B.408 P.591 13 5.50 55 0.104 0.97 55 30 1.00 1.11 55 0.0959 5.30 55.61 0.10 . 1.11 1.04 24. NO HISTORIC BUILDINGS EXIST ONSITE. 6"Forcernain 4,586 If 2021 M.B.70 P.3 .) v D.B.4762 P.866 (NCDOT) 14 7.68 77 0.103 0.96 77 30 1.00 1.55 77 0.0959 7.41 77.61 0.10 1.55 1.04 SHEET 1 OF 41 BY: i 04,0 GPS DATA: ALL COORDINATES AND BEARINGS ARE BASED ON THE NORTH Crystal Coast Engineering, P•A P.A. " , AMERICAN DATUM OF 1983(z011Xeooch 2010.00). ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAV)88). ESTABLISHED USING NC North' Carolina �,,,, "I,0� GNSS Real Time Network (RTN)'ON o7-22 19 � �`�H CggO Civil and Environmental Consulting Engineers �` Newsom, PE SITE �, Q� >a ; ��y•,. David K. :I: 1 k...r. John R. Freshwater, PE Gs 8146 r e 205-3 WARD ROAD, SWANSBORO, N.C. 28584 `'sue / PHONE: (910) 325-0006 N FAX: (910) 325-0060 wit, "� 0"'�.`z License No.: C-2553 Na J VICINITY MA- - riOT TO SCALE ,--- \ \ \ \ al / \ \ \\ / \ \ \ \ \ N/F '. \\ `\ \\ \ \ ' ‘ \NICOLETTE A. TAYLOR & HUSBAND > / / ZACHARY D. 482 TAYLOR / / `w — i ---_ N/F \ �r \ . \ 1� D.B.4511 P `L\ ` �‘4\\\ LOT 2 _ / `� r, iOON M. HACKETT&WIFE ( s ' \,\\� \\ O / M.6O P.42 r�- / - , �.,�` -1It1�C:HACKETT r-�� • \\\ \, k \ r ZONED RA `'C D.B.2118 P.217 4 4 /- "` �-_ `` ,.�, --�� t ZONED RA 8 �� -,�,��^ L� ) ��`,p \ \�'� C RESIDENTIAL USE �Z -_ f 1 �- ` �' RESIDE TIA U v 1\ \,\\\� ,\ \ �O * E E R TO TURN .- PI ANS FC) , - L— —\- cH \ ACTUAL PF��PER�'x(I�E^ ✓ t: \ I v / o �_-_1�- - a � � -..._......---\_. -� ` \� ,� �. �►- . GUVI 3RANCH ROAD S CP' - ..... _ �-, ram_ -1 - CPS''- • 0� a a� �\�\ O N/F r� r Ic R — „e i�k 0\t \ IVPROVEMENTS BONNIE B. FREDRICK :r 1J = y� I— bt �— t J 4.a1EXIST.DITC t _�/��Jf�; _ X -- =�"e � "• , /f �� !�' \ ` �o � //// (� E T DITCH _ 67 TRACT ONE 1�� ° CP _ _ - -v� �► =z"> x� -r- -_ `— �r_� �_ u � =`' _ __� ��' �- - L (�, Q '� .�'it~ •`` \♦\ ! / ' ? _ r s �'p fps F \ \ D.6.970 P.419 f7,1 '/ ..�`�; � �,r- . SIS r/'J �,.r-_ - I -� ��-� UI • TD� � J F�� 'nrr'' �• ', t,. SIS `\\\ �\ 1/A�`- ZONED RA , t20'W)DE DITCH G TED r \C � ^� J ) 8 p SIS ��% ♦ ''� •� X ��, , \\ \,‘ .t,�� RESIDENTIAL/WOODED US i+ (41 AC ll`PROPERTY LIN O !! 5�' / SISl I , �., p.,r • ��\ / TED� --S ..� . '` _I I _ LS I F81 ...,, so e� ��TED k-,..i. `.�`' ,,. .‘ „-- �R/V1l `��\ \`�\`� \ \\ `LS/FS 2 �;a .., �" v ",i r-7Lp 303 oz.,' �� `' or' � DISa , . i l .rt, t� i ..= ..• �. .�. .= .� �. . . �� .� .� ':. /SIS O �-� `eer \\\\\ ♦\\ • • ` ,r �' '� ��+ /'"~��c--/ /�_'�\ /� / ` l i \. ii \%,a �PSQ�I � t\; \ 1ST SEPTIC \ 8 \\ \ C---'' tx`�' 1I4toYo / \ \ 216 RAN \ /- , `' y / ,�' i-� .-�-" { 1 i 1 �, t 2 1 4 I / \ v? \\ // tides 6cf� o - `�� 1►t \a SYSTEM (TO BE \ �. -/ -, 211 212 213 �' t 215 (� --- / \\ ABANDONED) . \ �,, //� S((}} \ ` , / / \ No• Al DISK \ \ A l �./? ,� /rL=�\%.r-)"!."- + E•'t /' `0. 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PIERCE, CERTIFY THAT THIS PLAT WAS '4( C)' ' / \ S �`� i i 218 ' 217 II I I \ 5 / �' D r' t r�� I G� \ \ �� / MADDRAWN UNDERR MY SUPERVISIOUNDER MY N (DEEDDEEDM AN ACTUAL SURVEY REFERENCES SHOWN _- / / / - ,-- ( ��+ 22O\I \�-�/ \�_�i I I �,.� _ r T - _ \, '(J / HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE • l CLEARLY INDICATED; THAT THE RATIO OF PRECISION C / 242 I /--�� 1 i\ Q 0I •E 9 - •�' �� AS CALCULATED IS 1:10,000+; WITNE S Y 0�� SIGNATURE, �s+ / / \ / 4 , _� , k ��.II m ; S o \ a`/ �"'� ` © � / UCENSURE NUMBER AND SEAL THIS �� Cq lei / \�- �/ F�\V ( ,........—t'--...„ 0 co I 0� 2 u r , o f ° t i DAY OF /Lt0� , 20 b 'S, . � n oN �ary N - �, o � ). SIS Q`.•'''"ss''-•�i '� / -fsyF 2j 2_ 1 — 20_MBL Q ___I I ,-1- °0'MBL __ , '' ,�p6 \ • p •?fQ 'L�• 1 �[ Z/ ♦ ,� CIF' �� Of�FE /Oti .�� -r /�--.\ FT \\` . - ,18"INVva o �/ i , s�/ m - _,-.,�, \�_�- / O Q ece 9- � JOHN L. 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Q C a / EIPiDIT�CM � PLANNED RESIDENTIAL DEVELOPMENT R.5 r / 2%, 60. - >,.--4_ 'f' .rj. �� \\`- , �9\'� �/ 10 I \� �/ � �,J y 0 }} (• { ? )49 ri� �a ' �' PREPARED FOR f ` -R i `��` � 1 _�� ; j\ BEAVER CREEK INVESTORS, INC. N / / / S/` _J> f r` f / 18 \\ / G (( d ,� \✓ ( }" 1 /2 U i t r--. ! /�/ S HOWING N / /' / sy ,\\\s -� � ..2._ ! -0LII 6? ,--�. ' o �� 11 } , , � 0 �`�p ��\ f � ; ' :. �` � ' ( WEDGEWOOD SUBDIVISION'• / p1 I l I .I' j Qj r - I�9 Clam' 'I C. � '� r .� i) , ^ �'� J � ��...,-- - REVISIONS:1 L. _ _ _ `, , f ', RICHLANDS TOWNSHIP, ONSLOW COUNTY, NC ' +< •_ ``� ( --1- I �� '�` ��r ..IS 4 DITCH 1�� ` �� i. '�` J� �. ,, --� ) �. 2-25-2021 (COUNTY TRC) PREPARED BY - C� t , , - s� i _, _ , 1 �� t15 WIDE DITCH ,�, 6-3- 021 STORMWATER ��, , - �,� - - �} �J- 7 23 2021 NCDOT A p o o r ��-� �.r - �� _ ��'� � .� l / / PIERCE & ASSOCIATES P.A. .� 0 ' / _ `-,.��` = as.5 _ ,w �%�' ;'�, -'` 8/5/2021 NCDOT NC LICENSE C-1888 \ - 1` . . ,�. (�`� v , �-. ,, a 4-01.- _ ` ,� �' ,+ Et c1 `� 10/4/2021 (COUNTY TRC) 405 JOHNSON BLVD. JACKSONVILLE NC 28540 < ° \ �, `.� �-!, =�' �' \� .$ , �' 0� j 11-29-21 (Storm ' �,, f \\� -_- f _ „:' �'. , : �,? ); v', �� J ,%t'f ( ) PHONE. 910-346-9800 DATE: JAN. 29 2021 w ( /� r✓ `L~ �t�l'\l SIS DITCH • a _ _-a � 1 .. SCALE: 1"- 60' JOB 2019-19 z pLQL r- �" e ' \ OWNER/DEVELOPER: �, j� • C + - F i� BEAVER CREEK INVESTORS, INC. 60 0 30 60 120 a40 REFERENCES: r_�' j> \ Q / 4 --\---- '� FUDLflV11,ti114C. P.O. BOX 1685 ;�. NM.6 77 P.235 CAB 'o' n` • C n ° < 'z \ `--,1(r JACKSONVILLE, NC 28541 — — am o D.B.4oa ' , � k, ' ' / fir' ,-c', ✓ / � .2613 P.564 f _ `�F 1 v O $` ; Y \ f i SECOND TRACT 910-346-9800 etc r.niTr,u (\ �\ "\ �n , O M.B.70 P.3 'T^�,rn P� D.B.4782 P.888 (NCDOT) SHEET 2 0 F 41 L i g8 c,,- GPS DATA _✓ l) / T r' �;" " ' ///\ \ss\ /ALL COORDINATES AND BEARINGS ARE BASED ON THE NORTH ` (7f C AMERIC/W DATUM of 198 pile)(epoch 2010.00). J • ��") (ti %{y .... �• �y I� 2 1. Crystal I Coast Engineering, P.A. ELEVATIONS ARE BASED q•I NOFfj}� AAIERICAN VERTICAL DATUM � ,,,J 1 r v , - �, ,r;' T D � ��' ry r S :.IVII and Environmental Consulting Engineers OF 1988 (NAVT)88). ESTABLISHED USING NC North Cardkna o J ( ' cp. -,.__, GNSS R•ol Time Network (RTN)"ON 07-22-19 `,' // 1� �Nr ,` d , t ( o , / David K. Newsom PE ��. _ --- /•'1 - ' •J'.1 "K.- ' �)J / `'J 0 % i ''- J y I /. w �, \:/ r `--/ -, ,t .r� / F �O F ° 205-3 WARD ROAD SWANS80R0 PN.C. 28584 — , C� ` \r m N/Fps �1 `< f %\l , ? �,/` / - 4 JJ o \i `� r Q O� PHONE: 910 325 0008 N FAX: (910) 325-0060 �P -1 _ - �� ' 11 _ ` -�� ( � �, 0 �. ---�\ n \ • BONNIE B. FREDRICK -� - o r �- I '� I a / ( ) License ' • /..- \ �' _') k 1 7°2 I _f• lr. ` G SH T O r - ~ , , 2� / • /' cense No.: C-2553 I p C TRACT ONE I / y . 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BOX 1685 240 k,• MINIMIN M.8.70 P.3 , r �J� o A� ^_ t. r•\ Cl ` ` ,.. ` `'\-- � / ( G' Q _ \� / �-�7 �.- �� / 910 K 346 VILLE, N C 28541 �' D.6.4762 P.868 (NCDOT) • = - ,r sJt� ' -1 i �J r C� ( J Js7 �/ p�+L` ` ^`� �� L . / 9800 1 • - 1\ _ n SHEET 3 OF 41 if a '�S�� . _ 7 ALL COORDINATES AND BEARINGS ARE BASED ON THE NORTH 42 y�� i / • @ 0.6% `zb7 /�—` S ELEVATIONS ARE BASED 2NORTTH AMERICAN VERTICAL DATUM I ` \ �.- , Vs ' �'' �� Q \ OF 1988 (NAVD88). ESTABLISHED USING NC North' Carolina E SHEET 6 � � I Sd SEE SHEET 6 ` GNSS Red Time Network (RTN)"ON p7-22-19 N / Z i f 91 z - , /8.,Dri ( 186 \ / i/ / 4 /m Culva way \ / �_.� �--,. " „C. ". ,N 1 (o 'NeR e7 l8"Dwe ' QQ \ � 1 0 '`l, J iN 00/...... Cuiva,� waY 1 U 7 ; \"_r / Git� f l I ? 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PIERCE, CERTIFY THAT THIS PLAT WAS C 8' � �T \ T\� ` ,,'S��,v pot o+� ,', \1-�/ NI / j4 m � et � � *:� ' - ' '—i-- 6 (-- ------ DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY . . T' 1 --J \ o I I / t g Uf ,.,': `-' MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN ( / \ \ �./ t //-�\ '..' f ..•r`'� O HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE �l s �/' ` �y� _ r rt N C� , ��'( ,'2` '/ 1/ ,oel �/ / ` ; • / g �� { G �, 0 �°Y s •` j� CLEARLY INDICATED; THAT THE RATIO OF PRECISION ✓ �" rs t I Ro C -y ' O 1y \ 6 3 , t is18 @ AS CALCULATED IS 1:10,000+; WITNESS MY ORIG� 1AL SIGNATURE, • tir _ / -� \ / ►- SWP` y•- -f D fifaFlil�C? 'E . •r, I/ - • ,, \\ cam` --�' \ ,i -. ii it,it _- - LICENSURE NUMBER ANQ SEAL THIS Cq 14 i1 _A ( �- 11 ,: - •, r C? DAY OF too 20_ Aof" ' r`.. ( = • o ,. .-.%.`, , !t' # t. \ ,„0 _ 80 ; 1 ` ( ,` / \ i 1 ,11i -' ---' -. o, • E s,�•..`.''i. *,,► I ti v ► 6 4 �,. 111111 0.6% - �•' 2;;' ; ' ?2.4° t7z.,2- SIS 4. DITCH ', „-, I / r y``\\ i , q N/Ft' c a �� :Q y. T� INTERSECTIONJ�' J 1 I / �� ' ' " -' �� 11i� �SWAlE2 @ -, t / Q O HARgLD OYD� &MARK JOHN L. PIERCE GCS. L-2596 = ? Sf.4L �'t QrcT f ss ii • O 4 �t-' t�i:: f, I�// \\ �f; o�° �� y w still•� I � - �� +T a B o�1 E SEE COVER/INDEX ; V-9 oQ,' yo• } r 11 1 SHEET FOR CHARTS %,ti • • c, ,, - "- ^.� ♦,. tea` (r,.v . ti I 81 1 i ,, ,0 \ ,i�C. P1EP��O fl r1 \ // _- 111 ., • ��S v' • M.B 9 r� I�E G-97 r \/ e / I C^ ,fJ;-' r v) if 0 °• �..y D N�g 2 0.= a r`2 6) 1 / , J ' s 1 aRIOuL RAL USE SKETCH/PRELIMINARY Q `;; �' . / j ., . 1� GENERAL GRADING/DRAINAGE STORMWATER PLAN BY: C\Jri. (}) O 0 • �, 1f(�/''� . ,+ o ' ,�/ > / s - -' o �; PLANNED RESIDENTIAL DEVELOPMENT j �p it/4/ 4V�� O ,� "f / 'E 2! p•0 S 0 II�+ 111111 c� c / F �� •rk, PREPARED FOR '. p•,' h�;' ,:,� :,:.`';`� a . i!.'` _ - S"'A`- 1111111"V 111 � BEAVER CREEK INVESTORS, INC. t it �/ 1 i'�'u `,`;!"r�•` ,,y .." t .y•• _111 1 - o (/ SHOWING 8 a r. 4, 1 , °i , s,Ap't °o = WEDGEWOOD SUBDIVISION • ,..; ( 9�p44 1 's �U11 d-�•. `r N/F n ` + - " /�' -, \: ‘" Fi , swAIE 2 ! 111111 r HAROLD W. LLOYD, JR. &MARK A. a (..,) •,t -�. q r� RICHLANDS TOWNSHIP, ONSLOW COUNTY, NC • ' �� o r , ! •` _�- D.B.4731 P.124D PREPARED BY ' � � o 7 z45_ ' 111 � TRACT I I JOHN L. PIERCE & ASSOCIATES, P.A. CP •> A la --,, ^ OLD WIRE FEQN 1 , M.B.29 P.149 SLIDE G-97 NC LICENSE C-1888 " Q r '1I 4`i ,S ZONED RA I a �` ' I"� ' 1\11✓' _SIS ) ' WOODED!AGRIrI I' T' 405 JOHNSON BLVD. JACKSONVILLE, NC 28540 _, 10 r/•TED @ REVISIONS: PHONE: 910-346 9800 DATE: JAN. 29 2021 W FENCE OWNER/DEVELOPER: 2-25-2021 (COUNTY TRC) SCALE: 1”--- 60' JOB #2019-19691 w Iliy // BEAVER CREEK INVESTORS, INC. o • - � co P.O. BOX 1685 6-3-2021 STORMWATER 60 _ _ 60 120 240 1n a A/.......0 O - 1 1 JACKSONVILLE, NC 28541 7/23/2021 NCDOT Mil �� NOMMOMMENEMINI o • a CES. f/ " . ' 910-346-9800 10/4/2021 (COUNTY TF 'C) = M.B. 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FREDRICK �J i g g i % �'^�\� t\,Il / �► 17 2 Z ) �. !", LJ TRACT ONE s t ) \ / mis.0 18•INV �, III - r--- 1 '. o 7 C D.B.970 P.419 • - `' (r)' '��•� TED j \` / PT.15 pq'7 _28.38 �to'MB �, —�/) %` _-- SEE SHEE��', 3 \\�� / r , ?l /7 ` �`� o .�'� eip "��} , `SHE•T 3 0 -., ZONED RA �� 1' Y c 6, „)...,o r r / t ) - '' - Z-- V�� ti RESIDENTIAL U� c.,�,5 WIDE Nu - T--� { . S'�A / 1 - a' 'r w / \ \/ \') , --, �\ �� to. a , ICT k. PRO'ERTY,A.IN vI ...ra+��".y --- ® • 'a c'Ica ,--- _ ' ' 1 t ` ' S d l \ O I J cit- �J" c4. iii ��`• z n 1 `�` f� _ , �—~\ j , cn \\161� I�, t ) �'' 7 I r I _, „; ' G� ___.1) \ tv% 1 () l'" m 1 \ 16 3 , r \\ Lidi W ,- - a c -- n o n ,moo Q 6 Ll 0 \)?:: In \ .J 7 / 1 1 \`-�/ li ` ' \ \ ll� t \7 \ u / J 1 � _ v ` V / r �� 11 t ->)<;\\.,-'-- AC -j& . - T J I I), I p �l G•• rVii i eW o4O. � :if, ` < L t21� DDE Dr ) o �1 11 ova • od II \ \ � A, , fi'IC)/ , .i. / 0 i .4 r,1 , • ( o, � ,.,.. . ir,__ . n 1 ; if 1 7,6--\? / V \-2 -------17s7)-\ ,..• . t‘ic. 0 ? '."1,.. 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'..----;z-, ("-Nc:fso--"\ i� ( -� y A:0 9-- , q Nk,k,-) . ., , 4 r, L.- E_`s 7 ( :�� ---- o IN rr // \\ i—� n) �( p • ' ' L/ 7 LS I FS 13- SWALE 41 @ 0.6% ++� 13 I , \ ' _\ / 'vim\ ' ♦ ` / J �� /�`�r-� �.r' --�J `7 _,3i'��— - t�1-_ ,� ; 165 ; , , \ `, _—_\ ,--- ° ,D < r - r �+_ •� 50.:gcY-166 r? 0 '') r /'''s Z4"--7 i. airure.,--.-,,:,-• 0 � n J p g 5 i N I ��-t ; l �,_J f I, JOHN L PIERCE, CERTIFY THAT THIS PLAT WAS - 00 \ ,/ r N N • _ a L 20'MBL `q` p, �,J ` 5 �`\`_�� DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY 4, t` it ♦j /�i 4 rcV pgRR/S ` �'. �5 p y, r _ �/ G�, MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN u� �� r 0+es A C il w �� i�. �� O\C HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE ` E -6O j� + • n �� - CLEARLY INDICATED THAT THE RAT10 OF PRECISION '`�'1`• 0 `CPf,°O 12/*01,01 , ` UB(,I1 Riy� v "' ,100fp %p�,( �r ` d�, \ i—� o .1 i,�` f. Q ,(0. `t r AS CALCULATED IS�1:10,000+; WITNE S MY ORIGINAL SIGNATURE, {� • � . TED / _ �V N 1 5 1 (�L / �' i = / LICENSURE NUMBER D SEAL THIS ° �, 1� � , N � ��l � •�„ ,,� 1 .... �` ��• �'� � '�>�� K\ ��J � I�� :dr 5 , �Ir� �. �' DAY OF , 2 .`��1�1t111t)ii>I mot- / e ( \ \ ` F'�/� �! ' / •�• O .•`•"""*4�••O ''i, � i `\ ' — —~ �, �'� - g"t? 2� • \�- •ONTO • �fQ�OS'4 `�'�+•' 94 1j / _ _ �l- 30.0' _ j o \- - \ JtOQ s JOH L P CE L 2596 _f S L �` q 1.4 �• 4,...z..1' / ► • ` • • - '-' \',.. ---- i f " / <1 r r = r 1,2 w - /2) r 1 _ • o 1. •: _ 4 a � r Pc-11+p _ •1, N 20'MB �_ (� • ,,o / / / — � -- v\ , ` L i j i 1 % •i".„-v SV R•••• (4 `�• I J ��? - � � n.` o� ., r' / '�N --`.. --._ , -/ r J�1 ,,/r�• PtE�G��` r \v,s'j ! to. _ i 0 �� f %L/ hllflitt� .; 1 -'} ,- :_fur —_ .,411 / \\ / \ ! `` SEE COVER/INDEX '/ \93 ` ' 1 184 I • /'—'\ 1179 ' /' -a SHEET FOR CHARTS C� �/ /,i , ib E c ... „ \ 183 / 1182 I ,�-�\ \ ' / SKETCH/PRELIMINARY �' E U 4� '� - 181 ; ./ , , . SE-or , / / / � o \` '/ \`-�/ GENERAL GRADING/DRAINAGE STORMWATER PLAN ,i 2021 e-S .'-' - '' ' 7 ,, ,,,.. _ 1 PAN , , / i_J• / �,� � ems ` . PLANNED RESIDENTIAL DEVELOPMENT S C �- ,/ \\ /* ' i • : \ PREPARED FOR / �, Crystal Coast Engineering, P.A. �__ . - 192 I ; / BEAVER CREEK INVESTORS, INC. ` \\ / .%outfit/4 Civil and Environmental Consulting Engineers a _ `w / / Q `t��N CAgO��i�i SHOWING / a` �� s CF4� il ` , •l • imilia. :J �� .yr, essr. David K. Newsom, PEWE DGEWOO D SUBD IV I S ON �o ! @o,s, I + go- 1 , / ,�—�\ �_ , �► . John R. Freshwater, PE I ct"- ( . / cJ 9 = 205-3 WARD ROAD SWANSBORO N.C. 28584 RICHLANDS TOWNSHIP ONSLOW COUNTY NC a , f.; 7.i r • \ - ` — i• \ ,� PHONE: (910) 325-0006 N FAX: (910) 325-0060 PREPARED BY } �, '� /2.,-,-- -_,..,04.1., License No.: C-2553 JOHN L. PIERCE & ASSOCIATES, P.A.�(' SEE EET 1\ 4' � i ✓ i / m C8,,0r'vaway ) 186 i SEE SHEET 5 ,-i _ i 1 9O ' \`�==%' ` �� ' K. c^ �`% • —' 1 NC LICENSE C-1888 Y. i ' \�-�' v/6, 0 / Z /O e�Re4d l-(18h\�.�.i/ /�-�\\ � \\ \\` �/' `l �tl �\�D . ✓ til��// I 405 JOHNSON BLVD. JA�' / 31m N Cif/v n�awa.y ' 187 ' M k- -89 " 1 CKSONVILLE, NC 28540 i� „f u a`tRa9d \\ i I- �_5� � ' REVISIONS: ° fi 21;/ N ` 201ye 17 �,, — PHONE: 910-346��9800 DATE: JAN. 29 2021 rl p - w --, � OWNER/DEVELOPER: 2-25-2021 (COUNTY TRC) SCALE: 1 = 60' JOB #2019 19691 / / ` �DF� -� ,4 i \\ _ BEAVER CREEK INVESTORS, INC. 6-3-2021 STORMWATER , =` , „ ,, I '� 1 P.O. BOX 1685 60 0 30 60 120 240 v' /� RQ w 188 ,�1 7/23/2021 NCDOT - " ^� \ CP }. +/ �., \ / + JACKSONVILLE NC 28541 �f d / ;� SIS —� 8+44.25 O ` l�/ '� \�_�/ o C W \ `=C \ �EIjQJCES r �' p rC l / \ 33+23.:2 �` . �'60' ' •v W 910-346-9800 10/4/2021 (COUNTY TRC) �� REFERI P.235 Es CAB "0' 1 d ) ,, TED / \ / ,` f to -� 4^r( 3 I - C p • t 11-29-21 (Stormwoter) M.B.70 P.3 r \ / l ` .. ' /.V SHEET 6 OF 41 D.B,4762 P,866 (NCDOT) `);/ �_'� o ,42 .L. ,,. ,, ,.:, w. F GPS OATH i ALL COORDINATES AND BEARINGS ARE BASED ON THE NORTH j a AMERICAN DATUM OF 1983(2011)epoch 2010.00). ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM Q� OF 1988 (NAVD88). ESTABLISHED USING NC North Carolina NCB Zi GNSS Red Tnis Network (RTN)"ON 07-22-19 130e z s _ ^/ �jj V(/J w 6 . )11c), ii _ ..-\:-,5----____,_ c,, ` ' :(,(,j3<''' 0 - / , ° o lam' (/41 C`"/' a '-! - 8 V3r 6 0 0 t EIS 4 STUMP -' Q 1 1 -.---�t�-' Q �j,6) )p.° . _ pi 0 _ � - '-' ,v CARL A. BOGG JR. &OTHE tS 4 J-z-- `-"Z �, Q / � ` ` •, �.� '. $ a t � : b THIR CT 7 p 1 ' c' 1T op -T -2 VICINITY MAP - NOT TO SCALE ..iik,Lto .idg qv, _dh ` 41, J 0 t Q G �� WOO DNACANT } • r{ !� -7. �( .�- a° �- v Z S°'"1t OLD WIR§ FENceN a elkj' ��1 �✓`7 \� /`) ;--• - /� ,_CI ° d v } o o 1 Z) °f Lr- ,. - ' . W �• / Q O �t f ,",r--Nr-- ,,\_: -tilt�1 =�-c sr= -� ^� • C 1 �tf �^ /, t /� 3 l\ e �`�` �✓ Ci �► \� \1 v �� 0 Ocl-ce by*M� Q a o a r a r, T \ . 4 Q SWALE 33 @ �.2° _,, _'Fi - � ` � o Q PAI s e 1 • WETLAND e3 1,1 lif ""li,. o = Q ;tip r)- =' . C3 ► r OMR _ - `_ S r Q ?OLD FAN E a o - • ti , /fl� -\� #" WALES • WI C f Q CO 4. U Z • c I t� @i. . .. 404 L,, • d`} �,{ • Qo 0 ��I1 Q (J ,j4 Q ];'\ `' `i WE f I�iD : `�, F�-• , `"' n..c.- ‘ Q 'cy 1 2 \� �� '�� c (1 /2 ' / �� ' �� "' - C12 ° J O 4 \r �'!l ,` i \`k ' `� (� � y >\ ` `, _ J' e, cs. (� / \--� J 'I t \ ��•t-- a / 2 _ �: SWAGE 31 5°� SIS BY •;' .,, a Q <�I _ -v�� - } �' 1 1 �- '`"�-@� �. 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O 0\.� • o / 1C�' n \ `- % `,' U �✓ ON WASH ` (� f�� ,Q. 1 Vo,E.1 '" t 1� `� �- �� ,`t �� 7 r A \ Ai S`i- ` �ao r 5',9 0S �� ) �.� M; 0.6.3069 P.4 0 ‘1 , ►►� 44 t M7B.54 P.11 • _ 1r • r ,idie.iyir,I14(/ZDNECF '. r t r� "S� `c' (� , d - i �� ►� . \ / �\ 1 3 /� <-) O o �Aft � ' I ' 4z� 1'�,-� c l _ l l -0, ..r. : t--, WOODEDNAC1 ► D > ,.,� .� k_�, _ \ J/ SEE £1sT t -r J �� v �� 1 �,j, �'� `� "Tip • I -) S €- HEEN p ,,�6_ � \�o � a /� • �� % ' -� SEE SHEET 6 `V; Sr.,\\ , (--- 1 C �� ry ' —_' / ( =� 1<"7 C , 1^''� o_, .... - 'L r�.-� - -� /ter{� ' I\ 1 318 ; �1�� t �{� \�E ici;k_`.__. C9 r• ' '� /- , /4, c---N\ \ ...\-\ iic: )._,, k_, a 2„:"4* , ___z_. ... •. •,c..,43- s jog- -e---- ' * ° J I \ '� n A r /��1_s�ry,Lc\, p1,y _ 1 ripe � \` , \_ i�Cam' V /! \ ��/ Q�x ^� J r� _ t \ V V f ;:Y 1 v EIS _ ,,, }. /� \ `/CP - e-'��-'�`-� i o A 18"INV �^ 2 a \ �� \ \ \ n� 19+28. r 1 o r - I• t�• ,711 ' ) I C f Q v ��L� \ 1 JOHN L PIERCE, CERTIFY PLAT WAS _ 4 -� 1+51.75 , .- -_ t + • �� CER FY THAT THIS • / 1 o •-- ' .f `�. / N -' DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY • o .VNN O / 2p Mg�B ` • - >;-{ I till) (?,! MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN .....t. . • ........ __. • _,. _30.32 N —_ f-— _ _ 5+42.35 �� \`� // t I c, HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE _ gL n -„ �'+ CLEARLY INDICATED; THAT THE RATIO OF PRECISIONit U / \ _. -• ®- ""� _ _ v (J / i �, AS CALCULATED IS 1:10,000+; WITNESS MY iAil1tyl SIGNATURE, cT, LICE�` ( �•' ` 1 40 V 1 1` -�� _l `-' i DAY OF RE NUMBER A SEAL THIS 20 �� 1.1 4.9/,�i car. _--..\ \ ..----. c-) 0 kis \ ,,............ Li . ._......_,_ i o l -- 'i 20 N1g- �. - �, +/,./• _ram, _ i• SEAL ter-;D 0 1 o \ / '. /� / 1 7. ' I ' ' JOHN L. PIERCE . S. L-2596 - o f L-2 2 1` --, �� ,� 1 o l r 14 r\ �} ��'o ;�.�yo o r 0# '\ /' 20_._ 1 '� \\ — — 1 ,,yti �Rv�!.G�, o po ° �� 06°►° �. �' fLACE , -{�, 14 ; ```llilllffl/11' • Crystal Coast Engineering P.A. •,,-;, PiE�,,,,�� g 3$@ / S �v P --Y � �I s L/ .'tK CAgO�i�� ' 7 7 71 141111 a ► < !^•.t /,LPL` , \ W -gE� F _, N� , 14 ', �1 0 ,•Peas,. ?� '�� Civil and Environmental ConsultingEngineers \ 5 �,, �C- <_ , 1 1 1_ N- ; ,P ti . 9 SEE COVER/INDEX fl o� c, .� \ 1 144 ) \ = s David K. Newsom, PE o �, = 181.. SHEET FOR CHARTS o , \ I It :a John R. Freshwater, PE 1A - _ _ ; 1 01� \ ' _ � ��' ,.'yf�INE�E' 04 ..` 205-3 WARD ROAD, SWANSBORO, N.C. 28584 SKETCH/PRELIMINARY it / \ _ � • ,, > d �'� �i� . - PHONE: (910) 325 0006 ' FAX: (910) 325 0060 GENERAL GRADING/DRAINAGE STORMWATER PLAN 3 0 21 $ ° n '` �4 .3 i /t \\ ��` ' ? N ' i i �' 1 License No.: C-2553 2' , 5, l �' \'- ' �` O2 �. ` 11 PLANNED RESIDENTIAL DEVELOPMENT BY: o \Q n -_ PREPARED FOR tiZ ' 4 BEAVER CREEK INVESTORS, INC. 7 DII: �r m. 0 D -•�S- •may REVISIONS: .s._' SHOWING 2-25-2021 (COUNTY TRC) ter• i 6-3-2021 STORM WATER° `'`� SIS � 28.1 '--�-_�"- -_- --� WEDGETn100D SUBDIVISION O `Y L r '-` 'TED f •) TED 10/4/2021 NCDOT RICHLANDS TOWNSHIP, ONSLOW COUNTY, NC �" � 10/4/2021 (COUNTY TRC) d `�' I �� _J�/ PREPARED BY . Q(cP,� �' �\� , 1, 11-29-21 (stormwater) JOHN L. PIERCE & ASSOCIATES, P.A. a - &_�� o� NC LICENSE C-1888 405 JOHNSON BLVD. JACKSONVILLE, NC 28540 a PHONE: 910-346-9800 DATE: JAN. 29 2021 ci SCALE: 1"= 60' JOB #2019-19691 z OWNER/DEVELOPER: 9 BEAVER CREEK INVESTORS, INC, 60 0 30 60 120 240 o P.O. BOX 1685 NM Zii . JACKSONVILLE, NC 28541 NE Do ;aaa,:3.•. • 'M.B. P.235 CAB o' 910-346-9800 SHEET 7 OF 41 8D.B. •= P.591 M.B. •• P.3 u.8.4 82 P.866 (NCDOT) o cp O g8 + 2' , EXISTING ROAD r I SUPERPAVE NOTES: EROSION ANDS SEDIMENTATION TOP RIM OF DITCH I MINIMUM t ONLY SUPERPAVE ASPHALT MIXES ARE ACCEPTABLE. CONTRACTOR SHALL FURNISH NCDOT oCONTROL, N O 1 ES: + OWNER WITH APPROVED MIX DESIGNS FROM ASPHALT SUPPLIER. CONTRACTOR'S SUPPLIER SHALL EMPLOY A CERTIFIED ASPHALT PLANT TECHNICIAN TO PERFORM QUAUTY CONTROL a,'. OPERATIONS AND ACTIVITIES AS REQUIRED BY NCDOT QUALITY CONTROL PROGRAM. }I ��-r�,x`-T``-i��% 8" THE CONTRACTOR SHALL PROVIDE A CERTIFED QMS ROADWAY TECHNICIAN AT ALL TIMES 1, Sediment control devices and structures shall be Installed, `' STEEP CUT OR FILL SLOPE • �" DURING PLACEMENT OF ASPHALT TECHNICIAN SHALL PERFORM ALL TESTING AND maintained Inc' amended as needed to provide effective DOCUMENTATION AS REQUIRED BY NCDOTS QUALITY CONTROL PROGRAM control of accrlerated sedimentation until the contributing _ - watersheds ore stabilized. 2 : 1 SLOPE I 2. Construction Sequence:. R/W R/W (MAXIMUM) I C/L A. Noti y Engineer, Owner and Land Quality Section prior to •eginr ing construction. ?- `r I 60' B. Install stabilized construction entrance. 410 ,I NOTE: " RIGHT OF WAY C. Silt ence temporary diversion ditches, and sediment traps shall be installed where shown s 50' MIN, CROSS SECTION A-A STABILIZE ALL DIVERSION DITCHES WITH t �Z� and •n o' down slopes of areas to be disturbed. Follow maintenance requirements as shown on =.T.16"MIN. LENGTH TEMPORARY SEEDING AND LINE WITH "EXCELSIOR �o�� the •etail i sheet for every erosion control measures. s. THICK I 8' 20' 6' 6' D. Exec to temporary sediment traps and divert all surface \GEOTEXTILE CURLEX I" EROSION CONTROL BLANKET OR I SHOULDER.. PAVEMENT . SHOULDER DITCH drat age from disturbed area to sediment traps. FABRIC .4. * EQUIVALENT. E. Install Proposed swoles (using Erosion Control Blanket as shown on detail) and install Rock 20' 20' Chec Deans. SECTION F. Insta'I Stfrmwoter Structures and Inlets Protection. O I IIG. Com•lete rough grading activities. Maintain erosion control devices as necessary. 112' MIN.) 1" Fr 1 4" P R H. Com•lete fine grading activities. Install surface treatments (asph, (SEE NOTE) UPSLOPE TOE % POSITIVE GRADE I �� 1 Fr, 4:I ra 31 con•rete, or A.B.C.) as indicated.. f r r I. Stabilize (geed and mulch) those areas not to be paved and/or built PLAN VIEW upo . Provide Temporary Seeding if not in recommended seeding construction Specifications dot-8 for Permanent Seeding. ...,___2 7, //,„0 //////-((yeo/((///;;77/// ,,A /1.5' SF9.5A J. Main sin erosion control measures as needed to assure //( . 1. Stone size - Use MSHA size No. 2 (2-1/2" to 1") or AASHTO 6" I full funct onality. designation M43, size No. 2 ( 2-1/2" to 1-1/2"). Use I I I Typical C I d e S a C ®eta • I *'x� ,'1 1 , K. Up• ato' lizing site with permanent groundcover, remove seed- SIDE SLOPES 1 TOP RIM OF DITCH 2' MIN. Typical Street Cross Section "+ '�:, and a-c( Istruct !wales per !wale detail if necessary, crushed stone. f 2. Length - As effective, but not less than 50 feet. 2 1 (MAXIMUM) ` *•�' Au..fh•'�a� L. Seed fertilize, and mulch all disturbed areas within these timeframes: 3. Thickness - Not less than six (6) inches. NO SCALE NO SCALE **NOTE: PHA.ING OF PROJECT TO COMPLY WITH THE DESIGN STANDARDS IN SENSITIVE WATERSHEDS** 4. Width - Not less than full width of all points of ingress or egress. Minimum of 12'. \%\\,% 5. Washing - When necessary, wheels shall be cleaned to SITE AREA Dl• , *al STABILIZATION TIMEFRAME EXCEPTIONS g y \ \\\ i *Perimeter di es, wales, remove sediment prior to entrance onto public right-of- ditches and lope 7 days None woy. When washing is required, it shall be done on an STEEP CUT OR FILL SLOPE �'11�. '11.. \ N. ''1. N. N. '1• "1. ''t N \ N. N ' I area stabilized with crushed stone which drains into an N \ \ N. `1. \ \ "1 N. \ N. N. N. \ \ \ WI *High Quality Water Zones 7 days None approved sediment trap or sediment basin. All sediment _ Width -L shall be prevented from entering any storm drain, ditch, N. �. \ \ N. N. N. N. �► N. N. '1. t *Slopes steeper than 3:1 7 days If slopes are 10' or less In length and are or watercourse through use of sandbags, gravel, boards N N. \ N. N. N. �, N. N. \ `� `� `� \ N. Min Overfill 6" ;,,,r not steeper than 2:1 14 days are allowed or other approved methods. 6" Min. /For settlement _ 54' BOFFER vtDrH <7YP) 6. Maintenance - The entronce shall be maintained in a CI"B" o I *Slopes 3:1 • flatter 14 days 7 days for slopes greater than 50' in length condition which will prevent tracking or flowing ofN. N sediment onto public rights-of-way. This may require VIEW Stone �� rr'•'r.Yi Y �AENr-_ �nsENT O ' PLAN �/� k57 STONE 3,1 SIDE SLOPE I *All Other ar..as W tF1 periodic top dressing with additional stone as conditions7. 4' Min. \/ �'�\ a IF GRADING NECESSARY demand and repair and/or cleanout of any measures used to _1 O _ YiJt%�j`// a �a z I j slopes flatter than 4:1 14 daysNone except for perimeters and HOW Zones •�/i _ +a-. ,` �2:1 Sided �`/ / ¢ I • Ptrap sediment. All sediment, spilled, dropped. washed or ._ I \ s. 0��.�.�.•' • I Sloe .i f, EASEMENT- `"�Jf m a 'r' L�• `--ci F Upo est alishment ofpermanentgroundcover, remove accumulated tracked onto public rights-of-way must be removed o ' �• �N W Z L /� $9f. Filter Max. ti %�\ I ' ' ' ' Wqa 3�o P immediately. • sediment from stormwater storage basin and restore to design conditions. I /� Fobnc Compact FIll r^ ",; b • A Way '�Z 3. Seeding SAecii.cations STANDARD TEMPORARY DIVERSION DITCH ' ` Matena /;�� Natural Ground �, _ < _ _ / )O N r• .'r '• r,•' '•e1, n~W~ 1? Install necessor mechanical erosion and sedimentation control practices f \ . ,,\ •N /'% n, C/L SVALE `. W N W_a< y Y / �'`�•\ �;/� /`\'��•� �`/i\�/// �./// \� ,- ORE z • a>w J m I= '/' before !'edinn, and complete grading according to the approved plan. Construction Entrance t ra n ee / /i7 .� /` \� ' //�/ \/\ z d VEGEfATE�FILfE�.STRIP• w o >F U., i'° Lime fart lizer needs should be determined bysoil test. Contact Temporary PROPER INSTALLATION METHOD \~`/\\//'/ ,/�\ \ /`/ /` //~� G I } o vu L e an w rap BANK .. < a J NCDA f additional information regarding testing. When soil test are EMERGENCY SPILLWAY SECTION • W°'- " 2 I0 t= available follow rates suggested on Individual specification sheet for NO SCALE 1. Remove and properly dispose of all trees, brush, stumps and other W ID' . I '•.•AT CONSTA TULLE SPREADER•' Na`,, z�W I 6 Mln. LASEMERT_---� I <� i:;• AT CONSTANT ELEVATION w�� ¢w $ seeding ix chosen. Apply lime and fertilizer and work into 4-6 Inches of objectionable material •• . cPARALLEL TO CONTOUR) soil by diskinc or other suitable means. Operate machinery on the contour. 2. Ensure that the minimum constructed cross section meets all Length • 5' Min. CI"B" -1.0' Min. i o • Ww� i I /3 Length St ne � . ''� ri. ,. ��`` I design requirements { I ....>i�jrnzT When using h droseeder, apply lime and fertilizer to a rough, loose surface. 9 q Silt Fence ! I 3,I SIDE SLOPE Complet. seedbed preparation by breaking up large clods and raking into VEGETATIVE STABILIZATION 3. Ensure that the top of the dike is not lower at any point that the L IF GRADING NECSSARY a smoot uniform surface. Broadcast seed into freshly loosened seedbed PER SEEDING SPECIFICATIONS design elevation plus the specified settlement Baffles _ +.,.,. that ha not been sealed by rainfall. Seed mixture shall be distributedMsx�W�tgr i evgl _ b - La�L'F1fNT -'� -E[iSLNENT I 4. Provide sufficient room around diversions to permit machine N= - t o+ ter 2.7 IJ uniform) and covered with a clean straw mulch. All mulch shall be crimped //� 3 regrading and cleanout y ti� brie M� 5' Max. 3' TYP.---.1 aa: FILTER STRIP WIDTH I / 9 PLAN or osph.lt to ked to helphold inplace. Material and application rotes i I i i I I I I I // 8' MIN tl I I I I I I I 5. Vegetate the ridge immediately after construction, unless it will v 2 4" et Pipe °+ i l PP are as f•Ilows. remain in place less than 30 working days. I 2' TYP \///��\\��// �`'\l//' 'N /%7/////�,//�`\\��% ///��//N'��`'�:''/\1//%A INSPECTION AND MAINTENANCE �,Ac�eses„�,bpi VEGETATIVE FILTER STRIP TEMPOR RY 'EEDING EROSION CONTROL BLANKET Natural Ground Seeding Mixture: Winter/Early Spring Summer Fall I - - <RURLEx t DR EQUAL) PINNED Inspect once o week and after every rainfall. Immediately remove sediment K"' '17f' Foircloth (SEE GRADING PLAN FOR GRADES 6 Rate(Ib/ac) Rate(lb/ac) Rate(Ib/ac) AS NECESSARY TO PREVENT DIS- from the flow area and repair the diversion ridge. Carefully check outlets IL DIMENSIONS) LODGEMENT. and make timelyrepairs as needed. When theprotected area is Skimmer (Sue Sod f a R••.: (gran) 120 -0- 120 P 1I.- Trap Schedule for CONSTRUCT 'LIP' OF SPREADER BL1N0 AT CONSTANT ELEVATION permanently stabilized, remove the ridge and the channel to blend with the SIZE OFI fICeO SWALE\ / (PARALLEL TO CONTOUR) AND CENTIPEDE SOD Typical Roadside/Conveyance Swale \\\ To PR vENT DIESSARY An ual Lespedeza (Kobe) 50 -0- -0- natural grade and appropriately riatel stabilize it. CROSS-SECTION OF STONE OUTLET SECTION 3' ABOVE GRADE. SEE GRADING PLAN AS Gs e man millet -0- 40 -0- g PP p y � - TQ PREVENT DISLODGEMENT 1 oQ PERM AN T SEEDING =� \ Is TOPSOIL o �+A INSTALL 057 STONE NO SCALE ON GEOTEXT(LE FABRIC. Seeding Mixture: /� ,,,,,T Skimmer Sediment Basin Detail (� CONCRETE LEVEL SPREADER (F GRADING NECESSARY IN THIS o cles Rate(Ib/acl Pe =co'o Bahiagrass 50 r`�" 1 w ♦ AND FOOTER. (RAdATOR How � ` ^ AREA STABILIZE V[TH CO nor Bermudagrass 10 VEGETATIVE STABILIZATION �♦ ,4 NO SCALE I B' SECTION A A SEED/MULCH PER SEEDING SPECIFICATIONS. Ge,man millet 10 /PER SEEDING SPECIFICATIONS aunaoo.ear.Rcnal ,r4 L e Seeding Note'- / m OUTLET PRE at�E.--' ;wan%tnlaes> -s�ow< 1 1L2' O C.IQQ��f 1. 'Wherr neat appearance is desired, omit sericea. iIIIII { iIIII1111��, .T111 � - ° oLeveI Spreader CSC2. Use r common Bermudagrass only on isolated sitesVARIES a' MIN3 where it cannot become a pest. Bermudagrass maySEE GRADNIG PLAN) 1 1 �- ( � i v .� F � Tbe replaced with 5 Ib/acre centipedegrass. i T Skii I 1mer Deta __ 18° _a w4 a [z N4 1�, D.Q EV Vegetated Filter Detail Seeding Date=: IBLANKET r ' Iii _f: _ - - • ,rill BEVEL SPREADER NO SCALE April 1 - July 15 COUPLES I EROSION CONTROL EQUAL)ANK PINNED N O SCALE �! ----_� AS NECESSARY TO PREVENT MS- -�'-�� 96c -��-• --'- - i � Sod Amendments: BOTTOM WDTH (8) LODGEMENT. - - Apply lime and fertilizer according to a soils test, or apply 8=2 -- qi .'"`w"_""' _ti -= NOTES: INLETZONE_ ____ _____ 1i ZONE 1. BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND SIDES 3,000 lb/acre ground agricultural limestone and 500 lb/acre 10- 2' MIN. USING STAPLES OR BY TRENCHING AS FOR SILT FENCE. 10-10 f^rtilizer Trapezoidal Conveyance Swale g i -_-� I. -" °�-•^ A 2. VIOSTOF THE SEDI \IWII,LACCUMULATE IN THE 1ST BAY, P y wEIR(PERPENDICULAR TO FLOW) I - y ` ---- _-_ _r ____ _ I �_ WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE. , _ 11 3. PROVIDE 3 BAFFLES(USE TWO IF LESS THAN 20 FEET IN LENGTH).PROVIDE Mulch: (MAX.) --- `� 'i - I 5 BAFFLES FOR DRAINAGE AREAS GREATER THAN 10 ACRES. Apply 4,000 lb/acre groin straw or equivalent cover of another - - �c>oc>��00000� ••V - , 1 su table mulch. Anchor by tacking with asphalt, roving, netting, > C)o a a o a a o o n a _ �! 4, BAFFLE SHALL BE 700 G M2 COIR EROSION BLANKET. Swale Details NO. STONE a00000000000 -, , . ,1.-:-:,...?:- , I F 5. TOPS OF BAFFLES SHOULD BE2 INCHES LOWER THAN THE TOP OFTHEBERMS or by crimping with a mulch anchoring tool. --�-••--�� 7 1 ` ' ,7. : 4 4- II ,, ' Wr 6. INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH RAINFALL Maintenance: NO SCALE 1 THICK .000r,�°oo0oo� ? • f "' � 0. �� : ., Refertilize the following April with 50 lb/acre nitrogen. Repeat o c a o a • • • ---- ` as growth requires. Mow as often os needed. o°°°n°°0°0 0 0 0 •• PLAN VIEW CROSS SECTION 4. Contractor is responsible for maintaining all erosion control 3aoa00000ao0C' • • _Z measures and for amending measures as required to prevent IOC' P. 100' TYP. 0o° ao ° ° o ---•----•-•---•-- SUPPORT ROPE SUPPORT POST O o a O O � TO WIRE TO 24"INTRO BOTTOM accelerated erasion from taking place on this site. a o 0 0 o O o • • , `cPREVENT SAGGING OR SIDE STAKE TO 5. Once all areas have been stabilized, contractor is to remove o 0 o a a o` • 61 � SLPPORTVUIRE JJo00©000aOaL �° • temporary ere ion control measures, regrode, do mulch to a a o o"o o • • • • • • • •I la ••••• , 1 - restabilize the •e areas. C FARING MIT TYP oo'�oaoa0000o FENCE AND FABRIC 6. For additional equirements, see the approved erosion ( ) ,o a a o 0 o c and sedlmentetion permit. ot a ,;�o°( °GoOaoaoo • �� •- �` BURIED INTRL TFIl POST CH //°)° ° 11,144 /16 ULTRAVIOLET OR EQUIVALENT ANT SECURED 1MR VI • p.b �� fE �O i' FABRIC OR EQUIVALENT SECURED TO wnE . �r..D. ProD. GE 0-F A B R I C Q wTI+ METAL curs OR YORE AT°•OFF � " " - BACK'I ITRED AND It COIR MESH OR SIMILAR,STAPLED OR PQ 1' Z'Y 12 GAUGE 4'X4•OR 2•XS' +Et.OED WRE HOOKED ONTO CENTER. "O_e Home - CLASS A RIP RAP TRENCHED INTO BO1 IDM OR SIDEPREFgsIEO CNANNFSS ON -mRTAL posts. COMPACTED 1 4e • MOWN SEDN THIS STORAGE SEA. mime 1' MINIMUM 4' MINIMUM 1 SECTION VIEW AT OPENING 0.../ O `:� CR ASNT ECTO TFYS LEVEL IS REACHED y,C �! • LOti N• E ",�, aR DIRECTED BY INSPECTOR. R/ • R/W1 " N`' ` •• rzGA°wAV ROCK CHECK � Av Skimmer Sediment Basin Baffle Detail Z( 0- NO SCALE T- �. • • Not to Scale 1/2" MESH NA _ CLOTH Crystal Coast Engineering, P.A. Typical l Lot Configuration ration -LT-:T-.T-.T- - ' HA. - -. - o 12"min. of NCDOT5 �'�- =�=• " ' ' ' -a- =# - -. �' i Civil and Environmental Consulting Engineers Yp g 5 ft ;: :o0 / .o: ; r r:-- ! � a David K. Newsom, PE or #57 washed stone .T_:.,. r__.r-_.=. 2a• �- NO SCALE .I MIN I. E '• • � a • • •-1- .T- SPA:�r John R. Freshwater, PE '`'♦�•j , 205-3 WARD ROAD, SWANSBORO, N.C. 28584 � ` ` o.� 1.5 ft _ 3600 cu ft/acre '� i , 5 ft MAX r yY:. ~" wee Schedule ,\ *•",•.�•r• !<�f�' i �• �`i-` '\ 2` 0 `\ PHONE: (910) 325-0006 ^� FAX: (910) 325-0060 '��.: . '...• .� �'�.�` License No.: C-2553 2- -NA HaeAOE •� vir �� r - �v�, :°. • ` ` CARRY APPROXIMATELY 12'OF FABRIC INTO TRENCH, _ 1 _ •� __ 8" x 16" DEVELOPER: - I -COVER MATH SdL AND TAMP BAOiF L :r:. CONCRETE��.�!� 1 •. � { rf1;ri •- 00�a000oo0� BLOCK /I.s• SFP.SA BEAVER CREEK INVESTORS INC. y _ _....._._..._.....�.. -_CARRY 6.OF MIRE INTO TRENCH. :• •1!I'. �: j 1TER IriiORR. tr` I ' �• 1L F1: 2' -t � 000ORMOa , 1+• P.O. BOX ,sBs . e See Schedule CROSS SECTION r :� '" o. To PROVIDE 9AOK346vI980ONC 28541 .T--..T . �:16 I \ a REGRADE DITCH MEL POSTS AT 6'OFF cENIER YAxMUN, I ///// / �aMPA�Eo ` f DETAIL SHEET E E T iyi 0_ ^ :�SUBGRADE- , \ POSITIVE DRAINAGE pl r :•ret i'n' r \ s SHOWING DESIGN SETTLED 'T� DROP ��` ea'xao' AN( WEDGEWOOD SUBDIVISON 21" MIN OVERFlLL 6" i Pavement Schedule S� °P D TOP FOR SETTLEMENT A r it. , _ ��. Silt Fence Detail PLAN VIEW _ _ I ��` 1 3 Htfj'R! ,. .rLT • GlL P PREPARED FOR �\ •--r-4T6.c-T� •T-•Y-'-'� REGRADE DITCH 3 �► c �° BEAVER CREEK INVESTORS INC. (OWNER) •. -� -I�I41-11•-� = WASHED STONE �;•a•�1�•-•� 'A 30' 1 NO SCALE "-' \ i.:�:%i%i-�s i- '1:'% ='ice' TO PROVIDE x ♦• lir -II =111 ILIA-11II 1 r:.._. r r �+_ r 4�-..r r r:.• POSITIVE DRAINAGE 10 , �'' D _ III=11 111„I_;, r �►,�• (WEIR) 0.•s�w _T_ I_T n-rt� _M_ Orie i ' s- ._ •:!= ��''%' �/ ftICHLANDS TOWNSHIP ONSLOW COUNTY NC INSPECTION AND MAINTENANCE • �P./. 4 ft MIN �j• --* _ .T:,.r:eT • -„ PLAN NI RIB Inspect once a week and after every rainfall. Make any required repairs �T iTi= 5 ft ��.• .of _' ill RI PREPARED BY Immediately. Should the fabric collapse, tear, decompose or become i_ I ` T-r -MAX ••�'a��'��H�••0,4 w�I 2:1 SIDE __ (effective, replace it promptly. Remove sediment deposits as necessary to F7 I ~ •�� *• •'• ' •'•:••`��H•r �•.- - SLOPE MAX #5 =5H HARDWARE �'X'P - - �� JOHN L. PIERCE & ASSOCIATES, P.A. provide a'equate storage volume for the next rainfall and to reduce �f1/2 D TI *�'�' '�j�•�•j�_ EMERGENCY 8i-PASS �`= ED »I�►ti� r-,r- . . G/C"`-� / NORTH CAROLINA LICENSE N0. C-1888 P 9 �•7 •- •� I- pressure on the fence. Take care to avoid undermining the fence during RIP RAP 2' to 3.5' il ��{�"(�I��•� 1:1 SIDE SLOPE 6" BELOW SE TIED TOP -vE •t'�u��l�il=�s� .• cleanout. Remove oil fencing materials and unstable sediment deposits and TYPE PER 1/3 D INSTALL GEOTEXTILE FILTER �a01C41;�� - MAX OF DAM •a�.• �r.1h - .�e EX E°P ' bring the area to grade and stabilize it after the contributing drainage ( FILTER FABRIC UNDER FABRIC •r Y art`I . .r-.T--.* - .r ,-r. ��' PLAN) RIP RAP _� -_I �_ ❑� n- -Q�!'• R� 409 JOHNSON BLVD. JACKSONVILLE, NC 28540 area has been properly stabilized. _ :•i•�..•." i _ =•�•e- w SECTION VIEW ft MIN - _III 1�1= •- "�'-" PHONE: 910-346-9800 DATE: 1-29-2021 k_1/3--.k._1/3___11/6 �-- STONE SECTION NATURAL GROUND ---,/, CATCH BASIN ;=1�1"T1=111i=111= JOB #2019-19691 _ ,: EPTH VARIES_, Entrance Detail LL-- I I . D = INSIDE DIAMETER OR WIDTH -I I I NO SCALE OF CULVERT 2. MINIMUM STONE THICKNESS TO DE i ' 1 _A "� CONVENTIONAL 1 EMPO S�MEN I TRAP SECTION A-A TWO TIMES SPECIFIED STONE DIAMETER. $" Q Lrmitting S e t REV 6/3/21 TOOF , AI= NO SCALE DOUBLE CONCRETE BLOCK FILTER ADDED LEVEL �,Rip Rap Scour Pad AOUND DROP INLET LEASED FOR CONSTRUCTION SILT FENCE BAFFLES TO HAVE SPREADER DETAIL 6"BUTS SPACED 6"APART 0 6"ABOVE N 0 T TO SCALE _ NO SCALE GRADE. SHEET 39 OF 41 BY: .