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atTowne Pointe Wamked's Ferry,Section I- r9 i l 1/ 3Y7, 4 J' / [ \ L. z�` - J / /^/ h \ .3261�- (4_ie; `_ Z?�a7 - 71: v. /��iO. ,COID/7ArSecronIA e- 4 \ / 1 s i \`g98, �.1 3 e.,44 / / �J ) WaMImM Feriy'sechan II-E \ \ti_` Y�/��T' ,196i �' \ d � � � •
1\ Y 9 1 III- /ya� �IIIIL ■� `0`�I ' V -I '\9N� I a ,( ' \71 q I I1 _ ` 937i /1 / - _ \ �''�--,� v •9MB.66,Pg.32 .Towne PanK 1 I"m / I (�\'I / / 1\ / ` \�•'+ ���� Ty (Pubnc atrem) R10 Zone MB 66,Pg.133 Wamlard sFeny,Se .-Esingle Famiy R-to Zaw alTwne Pointe - a,Towne Painew '- �/ \ 5,I ��- j,�r�� - 11! .s+=c 5 ngle Fain Ex,Browns Ferry Road / 3- _ ;„�" --
y M.B.83,Pe 85 Ex.Carteret Drive M.B,83,Pg.85 �f-' 434, / rt 1 r W a im'. 35.3 ir R-10 Zoreone IaingkFamiy 50'R/W s Fmiy50'R/w � �_^:N9y `/ \ °N `_=_! /.. / \ .Erosion and Sedimentation Control Notes ) (wbnesJrem) i .wigs 1: I y �� �� \ e /� d /s\(Public street rumor PanK at roww rdme h�ai�` - - / �iTract Data GENERAL NOTES: °Tra ttti $_w; r4i9) .-- p y 25•i•U •• Caza)
a- I.Construction Sewer: Material A libation Rate 3.Maintenance, I.7opogrophic information is taken from Lidar elevation data obtained M.B.6o,Pg.181
A.Notify Engineer,Owner,and N6DEq prirrobe9ia,ing construction. pg Total Area 79.66 Acxee 11 il B.Clear onythe armreasssarytoirerall the construction entrances and perimeter silt fene. rock 3000lbs./ae. A,oenrractorisrrsponriblefo.mmpyingwimermionwnlrolpeemiiwMitiorewdNPDES R-lOZore Clearingand Erosion and Sediment Control Plan
Fertilizer (10-10-10) 7502 lbs./ac. general permit see from the N.C.Flood Mapping Program.Existing duigM information Single prate permits fordditiarlinfarnsarion. Disturbed Area 53.6 Acres n9 h sediment traps and sediment Mains.The remainder and bulk of clearing is not to be dare until Mulch 2 tuna/ae. B.All erosion and sedimemmion oantrol devices roll be checked far stability and operation taken from existing d.ign plans,
installation iment control
se measures
et items bequmdpo bet Asphalt Tack 435 gal./ac. (Meal following every runoff-producing rainfall event and in no case less than once every week. 2.Development area is wooded.
d.
G.;dime.mnbml memureaare repaired°beiretalld.Mw erlieaf prvctirabkdaK.W Permanent Seeding
A needed will be made to all devia.in Tax Ma 1127 Parcel 1.5; Pin: 531600147866 by SUMTER PLACE AT TOWNE POINTE
'3 start of week Seeding operations shall begin.low points,pants of outfall rekme or at other g intended.n peen wi y operating P 3.this tract is nor affected flood hazard
,,,,,,,,,,,,,,,, A.
b.tiare of where sediment mnrrol.smarm are ahownonplan:and me sediment control Common Bermuda Ref.: D.B. 5686, Pg. 520 based upon official flood map FIRM CPN 370340 5306 74
$ dears(silt oink l,o gnsM traps,sediment d basins,etc.)shall be installed before or (unhullee Sept. 1-April 1) 100 lbs./ac. r Seal,.,.shall be removal from behind sin fenee when it acamularm tea depth of cox inches. M.H. 60, Pg. 181 (Tract 1) LPN 3703405316J Orwlow Co.effectioo Nov.3,2005. ``',SH�q Whites oak.
simultaneously with the grading of cry.. Mulled April1-Sept. 1) 75 lbs./ac. D.sed,meM slwll be removed from the sediment traps and basins when sirnge.paary has been ! ) '' wp.,endow Co.,North Carolina
°g °y°'C°draining "Reber'rescue 50 1be./ac. approximately 50%filled. 4.stormwater from thisdrains to an unnamed tributary to �,OP fESS/'•�/.yy
4. D.Detail stabilized earerro.ion oo prior to beginning construction. E.An sediment t hacked onto mat project :��`�. O Oti'•'!�'i
E.Clear oral grub emirs project area Rye Grain (Sept. 1-April 1 only) 50 lbs./ac. YadM pavement shall be removed imediatay. Rocky Run Creek which is chssifidmGNSW. it
'�\
F.Maintain erosion control me.urea as neded K assure full funeianablliry. German Millet (April 1-Sept. 1 only) 50 lba./am. F.AmoinKmnw lag of alleeaiw control incaution and maintenance performed shall be kept 5,There are no Areas of EnvironmentalCono oo definod ,AMA on This site. �r
n y) mate a,all tie.,in accordance with the NODES SMmwafer Iby _ -D 2-2 Owner/Developer: /�
9 G.T poraryrpernemmtseed,fertilize,admukh all disturbdare.after completing any phase Temporaryseediny gersapvmit 6.WetIanMTakenFromWerlwdsdelineation SEAL _ Four Tun, i.LC
of the grating work within the following time schedule.Apply temporary seeding and mulch d area Dec. 1-April 1S • G.Any.cedimeniation.h.au,rs into the wetkvtla or the offsite srormwaKr drainage network
mop prepared by Parker 14575
is to be distuhd again end permanent seeding and mulch if orate have been firvilguddad a.
Kobe Lespedeaa 50 lbs./ac. shall be removedimmdiatey, ASSo11/23/tes,Inc.Surveyed on January 2009 and signed by the USAGE an tea:
p2 4.For additional information,ins ocher plan alas,.. 11/23/2009.PM)issuedUSAGE on 7/11/23. '�•J�•.•�C ,[
accepted by sleeper
ean 3:1 an p Rye Grain 120 lbs./ac. by N •` l0k,Hunters Trail
1J slopes tKepr than 3:I and perimeter dikes,seeks,ditches and slop.,and area nee.NqW April 15-Aug. 15 7.Boundary data Taken from map titled•Orwlow 22 Rocky Run Road T,oct` '',, AJN§ ' �'S Midway Pork,Norm Carolina 28544
waters-within 7 days, German Millet 40 lbs./ac. recorded in M.B.60,Pg.181.and Computed Information. , �'M.e5J11<�' (910)877.1441
2JSIupes3:1or flattr,a„d all other are.with slopes flatter than 4:1-within 14 days If Aug. 15-Dec. 30 e.Fr additional information,see rest of plans.' Kmprery seeding is...temporary stabilize an area upon final grading of the job the Rye Grain 120 lbs./ae. nett
z �5ce seed,fwtili=Qand mulch ahanbeampkKd.See deranfor aewingspeeifi.ia..
DATE:07/02/2024 �HICSCALE:1n=100'
0 50 100 200 300
o Apply lime ikttr and e 4-6inchnofe edmiMediinwiK uniformly and covered with
aclean Orwmulch.All mulch shall
crimpd ormphalt tacked roholdinplace SCALE:1"=lUU'Material and application rates mfollows,and ore generally considered minimums.•Mukh rate to be
FEET
doubled if crimped";
{JJ can3TIDEWATER ASulting Engineers - SOCIATES, IN Surveyors - Land C.
nners r/��♦is
-,s Diskord Book:N/A Jacksonville,North Carolina /�
eName: Place P.O.Box 976 - 306 New Bridge1 1 1 Filename:Sumter Place SPD.dwg BWB Sheet-28540
4a •
Job No.:S230615.8389 Phone(910)455-2414-www.1idewaterENC.com Est.1961
9
Sheet 1 of 2 Firm License Number:F-0108