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HomeMy WebLinkAboutNCC231040_Site Plan or Location Map_20230418 SODDING DRpp,O �V.6- DATE: PAGE: ATE: PAGE: p�yFF R1Ap0 PQR\�O ... _ _ _ AtnIN. _ SILT FENCE .... MASON'S TROWEL ISA BANDY s13 aNrz,•""na`rc 11111111'l l l l l l l l.11 l l l l l l " ,,'° �Ao�o Si mop MATCHED CORRECTLY. t • as /'y� RIVER \CO THE WASHED bX�G / •� FAR v!i Q. QJ �"1-��"I Mi '°n / DRME �� //, HARawARE RaNTvtEw �4if�� `a Oa.- i`i• STEEL• NEL �eu6vvFRE"FErvcE , .�.ti .`�`. 0 0 0 11�1��)ul '''I L' � anG,N NTRENCH / �.�-- 'XS.'lr '9°�°1°1°1'9 ��o mite,+A� ERGF EEfFENaEpaT CLO AR WANE •BOLL SOD 1.Hardware cldb and gravel shoukl overlay the silt tence at least m me op aMOW WHEN THE SOO IS owm ` waaNE .10 g °6ouNp �, '� =ice.=i`�`e'a<. wrR rRa sat. tyro wNM"ooio.w?r.A wcesu sings' Os ��pp°" `�' Ol:ourv0 / :.� �T P.'rgc�eM1 3'FILTER FABRIC roNIMMEDIAraAPPEARANCE OF GOOD SOD \ \ \ \ \ ��oe �� SStone outlets should be tone outs ec«emoe placed on low elevation areas or silt fence and VICINITY MAP BUR.waRE FENCE AND HARDW eta, r onmwa« make any dother ob,«bona Inspect atndafter earo,nro greater remal. IIr 'r;;�oo • d repalrs immediately. (not to scale) I�I�Uo�lulu�al� II`'��JII a¶«XeOXi. \ 1 FILTER FABRIC rvTRErvEx_F"re.na„to covered. smooth it. construction site.n.wa on.,plans, remove.pad in a condition to prevent mud or sediment from leaving tho objectionable be materials spilled, =m,a=eaonto aabn CONSTRUCTION SCHEDULE ��� aaaoae� ,00.. ) I l rrr•\tie En oral p,eq SECTION VIEW '.Replace stone as e".`°."10 of stone g \ne-Er vp�mental 1pegect to seepage or n water table. r Ineraner ne�,ba:W�'mna '-,yea«n.r 1. Obtain all necessary permits and plan approvals.Erosion and Sediment Control SILT FENCE OUTLET CONSTRUCTION ENTRANCE/EXIT (E&SC)permit and a Certificate of Coverage(COC)must be obtained before any land disturbing activities \ / p .A copy of the E&SC permit,the COC and a hard copy of the plan must be kept on site,preferably in a ematsbox,andaccessibleduringinspection. Vr\ _ _ Persuont to G.5.113A(3), proyisens for permanent ground cc tier sufficlen: to res Min eros'cr z Install wet construction entrances arse,wen sin fences,reinforced sti fence orators and wanes. -- — must be accom pliscec for all distu�Led areas within 14 working days or 90 calerder days 3. Finish clearing and grubbing any necessary areas on the lots as they are started / \ / I 4. Begin lot grading and excavation activities "44 2_T1// (whic Fr;.r shorter) Poll%_wing completion of :_r=truction. 5. Begin or wntmue with house c nstmction activities. ( 1 DATE PAGE: b. Finishell rough grading and house construction. / '_ 4 I I I I ,r r Filter Fabric T. Install driveways,walks and patios. / I I I I \/ General Erosion Control Notes _ilit 8 Begin fine grading of lot areas r st«IFwt 9 Final grassing,mulching and stabilizing of lot In most rases this will involve the installation of sod on we lot. e•tom Strength fabec with wrefe fence Vhe , ' Back. trench The silt fence will retain in place until the lot is sodded or gassing is stabilized and takes hold 1.Only the areas shown shall be disturbed. ern brim withoutwre fence Wire Fence 0.Compact 10. The contractor shall conduct self-inspections of the erosion and sedimentation control measures and complete ` — SANDERS / / 41 I I I I I I I I I 2. All disturbed areasshall begrassed and reJ Steel Post thoroughly the following combined self-inspection form found on the DEMLR website Al mulched as s s possible and maintained f 1 hops//filesncgov/ncdeq/f:Stingy%20Mmerel%20and%20Land°420Resources/Stormwater/NPDES%20 \ plNn sa ��apppooa I I I until pemanent cover s established. —i General%20Pemrits/DEMLR CSW Monitoring Farms Rev August 8 2019 pdf Twelve months of complete na/ 54 I I I I I 1 1} ° inspection forms shall be kept on site and available for inspection at all times It is recommended a copy be / I I I I IT �— I I I I PW re ties e•�in. calendar days and within 24 hours of every rein event of greater than 1 inch Any needed repairs shall be (/ ) I I I I I I made immediately to maintain measures as designed All ESC measures shall be maintained as specified in /� I I I I I I I the construction details on this plan.A rain gauge shall be installed at the project site for monitoring. ) / [e down aa rorrvara mango 12. Inspection and final acceptance levers.When we project complete,the perniiuma shall contact DEMLR to \ 56 e I I I I 2e close out the E&SC Plan.After DEMLR informs the Fermin.of the project close out,via inspection report, I 130/v _\ I I I a o-9nen the nominee shah visa•'aalmc.g i submit cr- ). 2ae 107 SI,1veY,v lapl \ ` _45 / / 1+I OWNCGO1"to bmit an electronic Notice of termination NOT A$100 J 1v1 Qi / /I 1 1 Filler Fabric annual general permit fee will be charged until the e-NOT has been filled out / / / 2 / ) If CROSS SECTION VIEW A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY 84 / $3 J / / /J ) ) / a cos o=.not.a..eu,mwmm.m=wune`w""'m"""""`w'B°'"h1B°""' remtmm•e,rem• / / a.s„ a.m=m m. nn.oen= .�.m.a,ree.a.e.m ram.,, .,ie.ram. smmm..,.m.n. nun NCGS 113A-54,11S AVAILABLE FOR USE,IT CAN BE COMPLETED BY HAND OR 108 \ I J / / / J 1 oNmm.two,ae,,.00me w p•.a.wm.r.o.pouw o.p.a.apw..°°uemv.«e r°•�•a• p=.,.a.m• COMPLETED AS AN EXCEL SPREADSHEET. \ 44 / / // =r AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED ,105 \ I -- / / \\ mnm.w.a,wnaao:uen.,fiim eannm...swommwla be atwn ww Inn the smvna. =,:.=3,33, emw.a.vs.ne EROSION AND F �� / / / / ...t.e®sKa,.ymm.,ne..n=mhea. rape SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A 106 / / wnm.m.m„mbw ma ....n.s..,, / / / .aa.w, pe.aa a re��. ro th NCAC 04B.0131 STATES THAT....DOCUMENTATION SHALL BE ACCOMPLISHED BY 7 / pmp=m=meuaw. SSo INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE ,m.00=aoomwrt reomv .o vm,athewma.omoe,m.armoe non,.,®. \ 1 57 82 43 / a..,.inwn =m .era . APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, 09 In / DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, ''\ N\ K / � / \ / / PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION \ 86 \ / / / / / CONTROL PLAN." / / / / I I I aW EN.NcaoErvRostoN SEDIMENTATIONwn CONTROL MEASURESaoR m CONSTRUCTION \ \ ,04\ 1 1 S1 ( ( / I Gravel Construction Entrance-The gravel pad should remain in a co.ition to prevent mud or sediment from leaving the construction site. \ ,10 58 �CONLI RUSTION .' \\ \ (\ l\ ` ` I I I ..\NC—Envron mental.jpeg necessary.This may require periodic topdressing with 2mch stone.Alter each rainfall.inspect any Mica.used to trap sediment and clean it out as \ g\ \ ( \ \ \ I\ I\ SILT FENCE \ Lot Plan 80 1 I Damaged or decomposed fabric should be replaced promptly.Any seMment deposits Mat budd up against the fence should be removed and 103 at tell times.Take amof properly to insure Me rundiment should, a ore \\ \ 11\/ 0 59 87 I �1 l \ \\co rr.o s.�l sal sack/Wattle F s-I s sock/ABBb.ue rvlid 1. Other matelials providing equivalent prMection Sodding-The sod should be properly maintained to insure that tlie grass take holds in the areas being seemed.The sod should be watered.necessary \ o I / \\ 2-,I=I _ °-II n use in erosive silt eo°rks«wates may he subseb«a for growth and stabilization of Me mot bed.The sod should be anti and fertilized as per soil type recommendations and type ergs.raommenaztoosawhen r __ _II_r�I� .. and if p.sible. \ a 60 , eo 88 79 40 1 \ \\ �I s 'z`� r n.�l to.Bs moms sock/wattlet w uniformly n ohm Grassing end MulehIng-The area to receive grassing and mulching should be properly fertilized and limed as necessary.an initial step in soil preparation. 112 ed below w otBlBn l I II I I / I \ / \\ \ Ea aN °° eE TIGry sink« graded p ltB of 10 °°'rog ape ns, sae fames. \ r-. �CONSTRTION I th.e e v LIMISeapprbeae Iseee��,maw 61101 S9 03 \ �o °"air' a<ndwW< (iI. ast should be tamed and covered immeMetely with.a.All proper care shall be taken to msme tn..hems ere Install...ord.&to �• 78 \ 113 / ,n� A \ \ KL om ,we.. sto sired*- «a,. 4.\ prevent rack/ Oak ar ogler anv�a compacted sufficiently to insure Mat Me berm remains in place during the course of the construction activities. , ll) ,n.x 2 Inch cross section should be vedlcally plumb,through the center of the silt OF EDUCATION M B118PG� mf �2 62 100 90 77 \ \ w maximum 8feet if the silt sookiwalge is dna4 h in the<ms°,=eon the lot to r°l m.naal.that Me shad asntial for.ran ma eh nsn runoff Is n= m euch n.ampmr ga possible.Silt bunosnd gravel no-aaee.m N,am aa.asse.m / at a I eR Ny�edr ` 114 / / \ 38 \ \ \ \ \\\\ \ \N Z ooa Mm<n«cam Tg°roconan4 urn. N \ ight of log w n N TA<r„TON' a the Ilh, \ \ \ uNTRENerTfE°nsTa<aTtoN trench. atn«n 232 C \ \ \ \ \ ,,.,..cu„oaa..,o,...e.,aeawer.oc¢rwrnmw,z. concrete W cm.when The 91 \ GROUND STABILIZATION •„ a i L 115 63 99 76 \ \ ISOMETRIC VIEW , InspectSE sock/waffle at least weekly klanaMr, SITE AREA STABILIZATION •m,�m-• - / / / \ \ \\ I I fa umremb.a saw ` call°S acx Lama sow RATESh 1 o aam:aa arem'nh or greater rainfall,�°a•°°e°' DESCRIPTION TIME FRAME EXCEPTIONS t°p s• — \ J / sheet FI ill Sins re Be port°ep�°o°amp°: ate"stool�`ml p,o„�ml(aoo�ml 3�'~" z, rwa,ae lne< r.p.reaira0ogm er PERIMETER DIKES, 7 DAYS NONE 116 92 75 36 \ \ III tot p«� s oo F= so so a xith a SWALES, DITCHES •-^ "' - _64 22e / / / / Work I t N „Le; (so on, cans Feat different mmeasure, &SLOPES =•.a _ I sat sock/Lang.m(aslt= Vireo raj�zisFmj z aoases. HIGH QUALITY 7 DAYS NONE �98— / / J \ I / // / I III Wawa iimin "t'n",W° w. °m.:" °('.;" +�mae" °/za" °(n:" " ne ete.an _udu- h J dia'wn°�,a l.Poamp li.na WATER ZONES u I 1 II • 0 5/ ° ° ( 117 / / �— _ 93/ \ 35 qy J / /// // ) ) II I I SILT SOCK/IWATTLE FOR PERIMETER AND INLET PROTECTION h<- ° / ECTION How) n / / / II SLOPES STEEPER 7 DAYS IF SLOPES ARE THAN 3:1 10'OR LESS IN ill w,m„o toms b °�"" \— LENGTH AND ARE �_.�_.,.m�w,... `� Co' e Tr e D' CA1 " / / / / NOT STEEPER T T� rive NS �^ / \ / / l ' I I I I I II THAN 2:1,TEE 14 �CorvsTRucnory I DAYS ARE .w. �' ENTRANCE SILT FENCE 1g ALLOWED �o..e, � , _ 5 1I- -150 SLOPES 3.1 OR 14 DAYS 7 DAYS FOR ��-/' P 1T WATTLE ,-,- FLATTER SLOPES GREATER I� ,� \� Lr Z16 / .,,,,,,,../// / / I I I I I III I PAGE 1 of 2 THAN 50E IN .mob R 11- 8 - -.REINFORCED ° CONSTRUCTION LENGTH .1 u _ SRTPENC LIMITS ° omit,, t m} q�II V� \ \ �3g�� �4 I /�� I i LOT EROSION CONTROL PLAN ALL OTHER AREAS 14 DAYS NONE(EXCEPT Ill if lfnl II IrI I _ WITH SLOPES FOR PERIMETERS o,� '•-�rr�n:. ,I FLATTER THAN 4:1 �� \_\ ` I FOR LOTS 79, 87 150 AND HOW ZONES) 610414:1 * t DATE: PAGE. �9 \ \ ` ` // / I TOTAL FOR ACREAGE: 0.60 ACRES,33 \ � � _ � I IIIIIIII a r n S►�`Ve \ \� _ _ J I �IIII I�1 LITTLE RIVER FARMS �'� �_ —'� eg' Tye I _ — _ / I `\ ` \ PHASE ,- u I . � � m j j 120 -70 ilk\ \ __ _ __ IFRI. _,, 4 �.� � y� _ I CAVI N ESS & CATES Noes: \ \ 3\ 30\ .--- LEGEND \ I 1 i--,_._.,- BUILDING AND 1.If needed,Tree Protection fencing should be installed along the buffer zone,wetland \ boundary and/or around protected Vees,providing a radius of at least 1.25 feet for each �\ inchFLOW DIRECTION ofSiltrunk —WO°dhotiDriv\ , \ \ \�� III \� DEVELOPMENT INC. SILT FENCE -•—- 2.Install Silt Fence et the low elevation sides of each lot Install Silt Fence outlets shown on DIVERSION DITCH -f?T, schematic/diagram and field adjusted,if necessary,for placement at low points.If lots are �_ a contiguous and have different land owners or builders,each lot should have individual Silt ..........--- SILT ` \ \\ N I I \ ® en° — \ SEVENTY FIRST TOWNSHIP CUMBERLAND COUNTY 3.Install requiretl S11t Fence wiMin 10 feet of property line to ensure there is no conflict wkh 412,4,/. , \ IICONSTRUCTION ENTRANEIM septic system.It is the responsibility of the builder to ensure the installation of sediment 1,ontrolmeasuresdoesnotimpactthesepticsystemandrepairarea(s) / ))' \ \ \ ����_ NORTH CAROLINA SCALE: 1"= 100' MARCH 2023 4.W least one Construction Entrance/Exitis tobutiingbetl per lot. / \\\\\`�� I I i 5.Waste bins and other areas dedicated for managing building material waste shall be at l \ \least 50 feet away from storm drain inlets or drainage ditches unless k can be shown that \nootheralterns5veexists.if this separation cannot be achieved,these areas must be \ \ I \ \ � GRAPHIC SCALE N FEET obtained behind Silt Fence6.Inlets downstream of disturbances shoultl be protected,streets should be swept when \ � , \ \�. -100 0 100 200 300 400 sediment from me construction activity is present. \ \ \ ENGINEERS ANC-Environmentol.jpeq T.Details for Sid Fence,Silt Fence Outlets,and sediment Entrances antl otherenot measures are \\ PLANNERS t provided on adtlkional sheets.Erosion and sediment control details are not drawn to ,�,�=_NN,N,- '-�2020 scale. TYPICAL LOT LAYOUT WITH ROADSIDE DITCHES ` \\\\ �� �_ SURVEYORS MOORMAN, KIZER & REITZEL, INC. 115 BROADF00T AVE. FAYETTEVILLE, N.C. __ AiIllh �A`_ MOORMAN,KIZER&REITZEL,INC. PHONE (910) 484-5191 FAX (910) 484-0388 License//: F-0106