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HomeMy WebLinkAboutNCC232305_Site Plan or Location Map_20230808 CONSTRUCTION SCHEDULE MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION permits p approve Gravel Construction Entrance-The gravel pad should remain in a condition to prevent mud or sediment from leaving the construction site.This may I. Obtain all necessaryis and tan Is.Erosion and Sediment Control DATE: PAGE: (E&SC)permit and a Certificate of Coverage(COC)must be obtained before any land disturbing activities require periodic topdressing with 2-inch stone.After each rainfall,inspect any structure used to trap sediment and clean it out as necessary. cur.A copy of the E&SC permit,the COC and a hard copy of the plan must be kept on site,preferably in a Immediately removee al objectionable materials spilled,washed,or tracked onto public roadways, permits box,and accessible during inspection. Silt Fence-Sediment fences shoultl be inspected al leas)once a week antl after each rainfall event.Any repairs shoultl be,mare ovedeialely. / 2. Install gavelg turruction entrances first,[hersstn thlteias thcdsetfarce outle5 and waffles. Damaged ordecomposed fabricshould be replaced promptly.Any sedimentdeposits that build upagainst thefence should be removed and ythe fsnc of T 3. Finish clearing and td 000a g any necessary areas or Ne lots as they are sorted. properly b insure that the removed sediment does not wash back against the fence.Adequate storage volume should be provided for behind the fence at 9� 4. Begin lot grading and excavation activities tall times.Take care to not undermine the fence during cleanout operations. _IfI" OP ( 5. Begin or continue with house construction activities. Soddin The sod should be g- properly mainNined to insure hat the grass take holds in the areas being sewretl.The sotl shoultl be wateretl as necessary q^SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BV NCGS ��� P 6. Finish all root grading and house construction. to maintain adequate moisture in the root zone one prevent dormancy of the sotl.The sotl should not be mower to close,since this could inhibit adequate ^L.. e/Q� S d veway Ik rip growh antl stab lizat on of the root bed.The sotl shoultl be limed antl fed lized as per soil type recommendations antl type of grass recommendations when EXGE113A-�SPREADSHEET.IS E FOR USE.IT CAN BE COMPLETED BV HAND OR COMPLETED AS AN Odd 8. Begin fine grad g fl end if possible. �4 9, Final grassi rg,mulching and stabiaring of lot.In most cases tM1 s will involve the installation of sod on the lot. AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED EROSION AND •\O so w The si�fence will remain in plate until the lot is sodded ei grassing is sabilized and takes hold. Gassing and Mulching-The area to receive grassing and mulching should be properly all alias eraand glastonc der week minimi .Thstep ebin soil d be sure h Once 01Sf STATESTHATONTRO PLAN UMFOR LANNS ALL SE THE ACCOTIVITY S REQUIRED SA NCAC 04B. 'Q / 5�����:♦ 10 The ttintractor Mao conduct self p<ion.,of the eroson and sedimentation control memmes and complete the gassing nos been placed,the area should be des r ned as needed toinsure that all areas are germinal ng properly.Any bare areas should be unhi d,and 0131 STATES THAT"...DOCUMENTATION N ALL BE ACCOMPLISHED BV EROSION AND DATING QJ is$+'l!+'$ !''� i�'ri�'Lii ys� TOF`^'+eor N�,d the following combinM self inspection form found the DBMLR websik redwing ee soon as puss tile.iftaper of yeardces not permtthe establishment ofapermanent grass,then atemporary grass ng should be used until the EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE APPROVED EROSION AND - 'y sae 5� P General%20cmim/DEMLR-CS 20Mineral%2Fords-Rev-J%20Res019odSN welve oohs fco growng assoon as posse u.If th perm of year dos SEDIMENTATION CONTROL PLAN OR BV COMPLETING,DATING AND SIGNING AN INSPECTION / 5 rZ �'w � �y Genetel/20Pemi is/DEMLR-CSW Monitoring Forms Rcv August82019 pdf Twelve months ofcompldtd General-All measureswll be nspecled and es oft its madeafler runoff producng anfells,oral least once per week minimum.Tne bu Iderwll nsure that the 00 rooti°n REPORT THAT LISTS EACH MEASURE,PRACTICEORDEVICE SHOWNON THEAPPROVED �rl -I ►w��- Q� V inspection forms shall be kept on site and avertable for inspection at all times.It is recommended a copy be activities on any particular lot do not adversely affect any of the nstalled erosion control measures If lot construction tictates m will be relocated on the lot toinsure EROSION AND SEDIMENTATION CONTROL PLAN.' rT7.:". =" a-�V ef " ea,Velte kept in a prow bow(GS113A541(e),I5A NCAc04B0131,NCGOI Part Ill Sections Aend B) that the potential for sedimentation runoffs eliminated as much as possible.Silt fences and gravel construction entrances call be maintained as suggested in erosion / (•�'�' �� ����r� -. SITE 11 Selfinspections for erosionandsedimentatimn control measuresareto be performed at least once every seven control manual Sodding seeding and mulching will be maintained tonsure proper ground stabilizing cover. sMrn *.ile-*.�'��*'i*'i*'e*e-*.�'� - maa de im days and vt 24 o hours of eery rain cued.olgrSC than 1 inch Any needed cedars shall ed Wattles-Wattles shall beinspected afters significant rainfall events.Rills or guillie u f the wattle and anyundercutting is to be repaired.Sed ment de 1 that m �` fU LN - de nrinredia ly designed.All ire measures shall be maintained t specified wgngu e-ode o an gdoss pair 'v v v v. _ y RpN01 SITE Ne constrme d s N 1 A shall be installed at Ne for lconitorin the filtration capability of the ay shall be removed when the sediment reaches one-third of the wattles functional freeboard height Removed sediment shall be deposited / _ i- p g g permitsite g �J 8 12. Inspection and Coal acceptance letters.When the protect is complete,the pennrttces shell contact DEMLR m within the project in such a way that the sediment is not subject to erosion by wind or water. z3 Course A.•re•Me 'I".- ' ti N"'l CO _ close out the E&SC Plan.After DEIvdLR informs the permitter of the project close out via inspection report, Reinforced Slit Fence Outlet-Remove sediment deposits as necessary to provide adequate storage volume for the next rain to reduce pressure on the fence/outlet.Take care - '� the permittee shall visit"deq.nc.govWCG01"to submit an electronic Notice of termination(e-NOT).A$100 to avoid undermining the fence during cleanout Remove and replace stone as necessary as it becomes clogged with setliment.Remove all fencing materials and unstable \ -D tP KENSINGTON annual t fee will be charged until the a-NOT bee been filled out. Construction: Maintenance: Am'O Din DR ua general permit ge sediment deposits and bring the area togade and stabilize it after the contributing drainage area has been property stabilized. 1.Clear he entrance and exit area of all vegetation,roots,and other objectionable 1.Per NCG-01 inspect at least once a week and after each l inch or M material and properly grade it. greater rainfall:make any required repairs immediately. FALL t ' - \ - / / z / / 2,Place the gravel to the specific grade and dimensions shown on the plans,and 2.Maintain the gavel pad in a condition to prevent mud or sediment S CREEK -4 I \ \ \ \ / / / smooth it. from leaving the construction site.This may require periotlic DR ZI \ 3.Provide drainage to carry water to a sediment trap or other suitable outlet. sing with 2 inch stone. Y A`O - �2 \ \ \ \ \ \ \ / / 4.Use geMextlle fabrics in order to Improve stability of the foundation in locations 3.Immediately remove all objectionable materials spilled,washed or C I I - __ - \'0o \9e \a N \ \ \ \� / / 7 / subject to seepage or high water table. tracked onto public roadways. VICINITY MAP v m m - `$ �N\ \ / / / - - 308 \ \\ ` \A \� \ \ _ -- - - / / / CONSTRUCTION ENTRANCE/EXIT SODDING ` _ _ \ \� \ \ \ \ ` �\ � � \ � / / / � ~ � q/�1 \�a1 \ \ / • DATE: PAGE: \ \ ` \ V^T ` \ \ \ \ \ ` / / / 4 MIN. It FENCE • re ara.nwaParea \ \ \ \\ \ \ \65 \ _ - - - `90 - _ _ _ - - \ \ \ \ \ - - nitr�r \ \ \ 6 - - - - -REINFORCED- SILT FENCE nro Ill UN ' waam. / - - - 111-9 \ -I� , \ \ T % - 2ss _ rid, GunEz =- -29 - - - TOP OF SILT FENCE .yam.' \ \ -67� 2ss ,._.Y�� THEwAaRE°aT STEEL FENCE POST /YI / / A \ _- WIRE FENCE 300 WATTLE �a/� \ HARDWARE CLOTH FRONT VIEW AND HARDWARE / - \ \ , - - &�i y` / 15� 155 1' /� 300°`` \ \\ I NF°;E WIRE FENCE, JOrt l l' Z / / I \ k \ / 302 a';SILT FENCE -1 302 ` \ WASHED sioNE _FILTER OF 1.67 STEEL FENcE CLOTH IN TRENCH n I - CONSTRDCTION G n l NWIN,Imnt{VMII"" Jt� .... N.� \ I \ .A LIMITS (TYPO SILT FENCE CONSTRUCTION l I INTO soup alto rrD POST SET MAX� m / 15 / / \ \ �4 - e. (TYPj LIMITS,3 `\ \ rat ON GROUND NOTES: cloth and z del sheRT la a utarnnn, / / I I \\ - �04- y�, • I gavel should overlay me eiufen.at least lz r APPEARANCE OF GOODSOD / ^w'1�/ / 157 \ I .....-: m...:I 2.Stone outlets should be placed on low elevation areas of silt fence / / A 306- u '-� A \ I BURY and bases on hem conditions. / 4 49 \ '♦�;d:% \ MAINTENANCE: s�¢r;<.oase 0osOe,a / $ \ E,TRAM CONSTRUCTION 1 euarwne FENCE cuonnarvo 8'OF UPPER OF 1.Per NCG-01,Inspentoutlet at lest once a week and after.eech l Inch or cwaexouraesonasx.ao ENT NCE HARDWARE ctoin FILTER FABRIC Iry TRENCRgreaterrainfall event Complete anyrequired repairs immediately. I we,rTe;trM,Taro / / I \2 / / 2 shen son when sediment accumulation Matte exceeds 6inches. aamaanaoxrfearer atone men amp ration «eeasme / ) 3.Keep mesh free of debris to provide adequate flow. .rue, w ,and n ' / / I I 47 o / - 158 I a Remove when stoned outlet cove/ t dn a red. a.�ro r,z ca°inn I \ J \ / / / SECTION VIEW 5.Replace stone as needed to failitate de-watering. a,nwmrt // / I 50 \\ / 61 /5?--,- ..\NC-EnvI/nutirelrlal.lVeU \ \ / / SILT FENCE OUTLET The Slicing Method0 / \ / / ,..-,,a \t / I \ \ / / 60 7 \ / / 159 / // // / / ..,e ..,mortar. :......,. .r \� 46 I cp \" / l - - / \ / \ / / / / / / top Er .yo Pos naH6 / \ I I ` 51 I / 62 , / , / / 1 flIro/ / / / GROUND STABILIZATION aril amw zrn / 12 \ \ I I / I / / / I / / / / / //161 // D DESCRIPTION SITE AREA STABILIZATION EXCEPTIONS u�II / / / / 1Q PERIMETER DIKES, 7 DAYS NONE TEA m�IIlIu McNro ruts � G 52 63 / /V // / /162 / C SWALSLOPES DITCHES& I- I 11-11 I I- 53 I I I / I it 111Hmil- 'Oetliv1e°^°apron,"naa \ \ rt \ 5 I / / / / HIGH QUALITY 7DAYS NONE !HI II INHE .inaare°� rmwtraaa \ ' // tAj / / \ 11 UT I\ I I / I // / 03 `/VVii / WATERW)NES "�I SLOPES STEEPER 7DAYS IF SLOPES ARE 10' • rNa.gonaln.ono*ml..s.mrely -11 'at III=�1 11:. �»^uamafi lirne000wrmr.. en,.rr.I.. \ \ I 1 r„ `�bA ' no sow adl�°•�-�^ \ a I \ t I G 54 58 / r / / I V1 \r�( \\ THAN 3:1 OR LESS INR LENGTH {t X ' / - AND ARE NOT Ro.w.nN^re \ 1 0 / ` I V x}Y� i- / r'y �i., / / / I \ \ ' \ STEEPER THAN 2:1, /� / '�(�, 1` \ i4;; >4 /-J • 14 DAYS ARE // J I �I1V 11✓� i / \ / r /68 / \ �� \ ALLOWED 7 \ \ SLOPES 3:1 OR 14 DAYS 7 DAYS FOR "coin �^ \ 44 Y OPEN 57 / /[ \ D \\/ ` �� \ FLATTER SLOPES GREATER ,��U seas \ \ \\ I \\ \ r \ SPACE /``1 \, GpF \ ' \ \ THAN 50'IN LENGTH ^ s \ 9 A 1 a �_0 w ` 9 I I Ica W `t \ \ / \ /\ \\M� \ I 2,1 5 \ \ ALL OTHER AREAS 14 DAYS NONE(EXCEPT FOR 1II 11 Ji°II`I. \ •111 0 1 1 yl r \ \\ / 1 121 \ '� II / \ �14 WITH SLOPES PERIMETERS AND II -1 I 1 1 VA S a^-1z' \ A `�1 A I \ 69 \ FLATTER THAN 4:1 HOW ZONES hI �I-II 1udifi=llf �o�ool. _ \ \ ` \ 1�G' \ \ \ 56 I 13 -- 1 \ �� / f \ �3 \ \ \ \ I \ \ \ Pursuant to G.S.113A(3),provisions for permanent ground cover "°"-w ^.,�'rrm�pmm°e°�.nn^^�,mr w,,,Fw�„w� Completed lr.ullnlm \ \ 8 / \ / tel \ \ sufficient to restrainerosion must be accomplished for all \ / I 22 \\ \ \ 55 \ disichev areaswithin 14 working days or 90 calendar days MAINTENANCE anwaweek and alter each ra,mall.Mak y \\\ \ \ \ \ \ \ \ (whichever is shorter)following completion of construction. Inspect t least required repairs immediately y collapse,tear,decompose arse me TIGRETT \ \ \ptly \ / \ I 42 \\ \ \ �) I 70 \\ \ 7 General Erosion Control Notes uhoulldra,.ncof replace la sedmentfence 73- 144 \ �� I 2 \ \ ' \ I 1 \ \ 1.Only the areas shown shall be disturbed. Remove sediment deposits as necessary to proAde adequate Mora,velum d and forMs next rain and to reduce pressure on undermining fenced g min the fence.Take care to arola -'-631 \ 7 \ \ 23 ♦ �. \ / w<<1 \ , 2.All disturbedasoon asposuibehall be and meant mulched as soon as possible and maintained until remanent cover Is established. Remove all fencing materials and unstable sediment deposits and e area to il..a after.co...ding drainagearea heabeen° PrWery Stabilized DATE: DATE: fence me Wire Force Filter Fabric PAGE: F PAGE: emel Pont eMax.Standard Strength fedrerMm wire r � DATE: PAGE nasen aetreatna�dretheatwref rePsnw core BdCpmpam -I Wattle _I PAGE 1 of 2 kfill "C" "S" "E' 'F' ^G" "H" QI 1 Steel Poet thoroughly p F"°`"�r. aakee `°=1 r a^Ian n-u= use y t�mo� TOTAL DISTURBED ACREAGE: 0.39 ACRES �� �� �� �� �� an Min�� length EROSION CONTROL T 4 ll ll ')taz4• to A `crew SECTION SECTION burr FOR LOTS 155 & 156 T� i�� �� �% ,I w a fee ntl INope �HDBSE I ears �° N .. °Pmvent e;�; endmne ANDERSON CREEK CLUB NPtp ell O. Oak or other durable hardwood stakes veth a 2 tact"' ,0 -..OF CURB - °Ay -ROAD AY -NOA. AY -H°'.,AY -HD r AY -R°A. AY I meta Filter Fan. CROSS eleveninch x 2 inch cross section should be ANDERSON CREEK CROSSING Notes. 1 Consttm rength SY 9 6 ora aces m e n B'N� 1 If need ry Tree Protection fencing should be installed along the buffer zone wetland a d(Higherfences into the silt scdawatlte is placed in a 4 inch boundary and/or around protected trees,providing a radius of at least 1 25 feet for each ...re) Mulch or Compost ground a Mrrr maximum LEGEND nch°IMAM diameter PHASE 8-SECTION 4 2.Install Silt Fence on the low elevation sides of each lot Install Silt Fence outlets shown on on rue filter Yastef ntheetilte"Ubo only e a supp'heah p OS of feet m.overlap When the joints UNTRENCRE°N91�ALtg1pN possible /cart' DIRECTION schematicldiagram and field adjusted,if necessary,for placement at low points.if lots are 4.Support standard strength flMr febde by wire mesh fastened securely to Me upsbpe side Mlle posts.Extend ,,.....riUn^rr,r..trot.r,..ormm�or.o.r:oo®®rerr�^m.ir r:. FOR RDW p p rdenanm: oat in be timing runoff events. ENTRENCHED INSTALLATION concrete shin Fences.s and have dmerentland owners orbuilder,each lot should have individual Stlt port.the ImItom of one trench eha aminimreinforcement, m50po dtensilestrengn"e" Maintenance.ngr its'°e0hl Makeayregol a ess,tsmmediate'y ISOMETRIC VIEW CAVINESS&CATES CONSTRUCTION and DEVELOPMENT,CO. Fences. there mesthe wee mesh h support wreenceis cup1.MAINTENANCE:Inspect silt sock/wattle at least weekly and after SILT FENCE OUTLET ® 3.Install required Silt Fence within 10 feet of property line to ensure there is no conflict with urst.ton.round a min lhumoaa the°�45'samaximum ofs lea or Supports should be enven the neffective eprlace it promptly .tear.decompose. ENTRANCECONSTRUCTION septic system.ltis the responsibility of the budder to ensure the matallatlmnofseeiment Pat fence Securely mulch or compost - OwensTamnrldrALttmwstrs as DEVELOPMENT BY CURB INLET Dotal measures not impact rue ace stem and Extra strength to posts Wren darn p ties should have a minimum of50 Poundtenrela a For unbenrnee Barka needed to allow sediment tin P P Y pair area(s). M.& fence Take re to avoid undermining the fence aunng o®le^pa ter At) fl=. t4aorm am^mt rmormt z atltemum he.°..ed if dogged or 4.At least one Construction Entrance/Exit is to be installed per lot. approximately 0Inches was and sinches deep along the proposed line of the pasts and Protentee _ ANDERSON CREEK PARTNERS LP 5,Waste bins and other areas dedicated for managing building material waste shall be at sneer Flown 3. If pending becomes least 50 feet away from storm drain inlets or drainage ditches unless it urn be shown that me contributing g taranr,a ain, ,aaam, win •,,rein, ,aria, `bee ref1e ".68 ANDERSON CREEK TOWNSHIP HARNETT CO. N.C. 0 other aitemat'rve exists.If this separation cannot be achieved bees areas moat be e�BacMlll the trench wtnasoli pieced w rune eller fabric and compact Thorough wmpactlon of the totes l is drainage area has been Properly stabilizes. waltla P dislodged contained behind Silt Fence_ 1D.Do not attach filter Tabectnew rid e°. conk Area of S T1^.naw' mesas t.,l0000� ,eaem,m a;?,:n "91a°°"""r a lnspepfedlarger diameter or a different �nl land SCALE: 1 r= 60' JULY 2023 B.Inlets downstream of disturbances should be protected,streets should be swept when • s a r t f f t t t r e sediment from the construction activity is present rn x1a••wznve nsam+a so va^m nsekmm s mea crams been compete and GRAPHIC SCALE IN FEET ..WGEnvironmental.jpeg 7.Details for Slit Fence,Silt Fence Outlets,Construction Entrances and other measures are ..WC-Envi rrrrarilal.jpee -a0 30 a so 12o 180 provided on additional she..EL rosion LAYOUT WITH CURB AND GUTTER awn to scale. _ _ _ SILT FENCE L SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION TYPICMOORMAN,KIZER&REITZEL,INC. 115 BROADFOOT AVE. FAYETTEVILLE,N.C. PHONE(910)484-5191 FAX(910)484-0388 LICENSE#:F-0106 LAST SAVE07/5/2023 8:18 AM LAST PLOTTED:7/5/2023 4:36 PM PLOTTED BY Dennis Silbert FILENAME:0.\CURRENT JOBS\CAVINESS AND CATES DEVELOPMENT INC\09-2017-02 ANDERSON CREEK CLUB\PLANS\ANDERSON CREEK CLUB-CROSSING-LOTS 155 0 156.01610