The URL can be used to link to this page

Home My WebLink AboutNCC242403_Site Plan or Location Map_20240807 3UryNYaI. y # 1bThe! ?o 000‘14 FA I 111 lit c g5,Begin or con..with house construction actoutirt. \ \° the combined self-inspection form found on / \ t on site and available for inspection at all times.It is mcommended 1 5,"�+ tips NCACTwelve T f�ero I rmits box.dnesNi G.S.n ng etion shall ld mc8eawes 113A,be Sections PM Activities. fe eat AC 04A.0101�ve�through mderdaYa sited I \ ) ) I \ ' S -y-F• Six b JIwnfmISA ]O hours of eryion edsedimeMatiohanptnch6Myneedd repairs perfo,rmed at ode immediately ly even caleindar.yeses •� (� v--) e P P P rain vem of all f designed.All EBC measures shell be maintained ass fled in the wnswction derails an this 1 shell be installed ` CON•-UCTION / (.......±--- \// yEV � •Yoq p9 gn pact pas Amin gauge 1 Y(2 az the pro]at site for monitoring. \ \ 2 12.In g MCA01on and final 00ceptance letters.to sub.an electronic Notice project Me [termete,the pertnittres shall colgact DEMLR to close out the ination(NOT)A$100 annual nominee lprmit fee willbe charged '__ ` \ \ \2° 25 26 27 /R N \ 1 P until hft NOT has been filled out�itke of the project 4 \Plan CONSTRUCTION 2a \ 1 �° d GROUND STABILIZATION J 490 / n °r° O"EIan CONaTR°GRON Cip C ( wn1 ® SITE AREA STABILIZATION 1 ® 23 P ---- uMLrs ROT I I I 7 LMTS 0 \ t EXCEPTIONS VICINITY MAP ® DESCRIPTION TIME FRAME ut Plan I I \ N.T.S. PERIMETER DIKES, 7 DAYS NONE E x SWALES. DITCHES ( 22 Percheron Path 1 l &SLOPES \ / /I_--- \ ` \ \ \ HIGH QUALITY 7 DAYS NONE J corvLTRTS CONSTRUCTION \ WATER ZONES \ IMI HOW) \ —. \ 2 SLOPES STEEPER 7 DAYS IF SLOPES ARE / \ \ \ .� // /' 30 29 r/ A SELF-INSPEClON REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY THAN 3:1 10 OR LESS IN \ Lot Plan\ Lot Plan CONSTRUCTION \ /� COGS COMPLETED 54.1 AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR LENGTH AND ARE \\ \ / / / 31 °<° <° LIMITa \ \ \ ANMALTERD AS AN EXCEL SPREADSHEET. NOT STEEPER \ / Lot Plan l AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED THAN 21, 14 21 / EROSION AND DAYS ARE / \ SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A ALLOWED 1 NCAC 04B.0131 STATES MEAT....DOCUMENTATION SHALL BE ACCOMPLISHED BY J1 \ / I / INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE SLOPES 3:1 OR 14 DAYS 7 DAYS FOR / J ) \ APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, FLATTER SLOPES GREATER DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, THAN 50.IN / / I I 34 35 1 PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION CONSTRUCTI0r4 / / CONTROL PLAN." LENGTH / LIMITS ALL OTHER AREAS 14 DAYS NONE(EXCEPT / I 1 I WITH SLOPES FOR PERIMETERS / I ( ( I 1 33 — / \ FLATTER THAN 4:1 AND HOW ZONES) 1( I\ CO LIMIT, " )---*777 \ \ \ \ il 20 32 N6T . ________\ _, DATE: PAGE: \ \\ �'/ o I NO Sock/wattle s.Sock/Wattle - / 36 '7�� MIq, to Lo�- •I,N e - m'ea S \ \ \ \ / \\, /'// l�a�'�O — ——i' �ot�M" r \11I ea -B,- ,651:Min�r \ �1C1 • 2 -- .�I -=11 b mmpeat \ I \\ G,) es //' .. \ \ i_ to Mn ll- nks rvm Stokes i imieetbeyondtM roe of SECTION SECTION ait,lPat areas should he I.e. wlaedge o Oak. CA2 /' 37CONSTRUCTION MITS IGN land 1 COMMON 38 Plan 1 • • socldw^20 A" <o N am a around ed slightly upslope ` \ OPEN Lot Plan °` heal D \kN SPACE CONSTRUCTION durable hardwood stakes w m a 2 shouldinch x 2 inch cross section ddan D III vegically plumb,through the center ort the silt asahmdbapaeroate of4feetorama:mumnterva 1 wCR n sock/wattle \ \ f 19 J Wood Mach or Corn et grennd 4 Mn rune Lot Plan 39 UNTRENCTO 1/2 ALLAt a log a. e nl pool..eary CONSTRUCTION\ WI..�� D �j ...�...�.,.eo..onm ,,TRENCHED INSTALLATION' sock/waleaheldi "e blocks shall be.�d behind Me VIEW 18 LIMITS \ aDM aGD INSTALLATION COMPOST SOCK 1,MAINTENANCE:...ileatNastwaklyandafter \reater rainfall.Remove \\ \\ \ Lot (.... r , MpkhmDdmdry \ 40 CO( • NSTRUCTION" • each,"chore mum ated,ed roUntmnwadSocks maTeD. °°P«i '^`" ,z neh is a z,nil z^ dad allow \ 1 \ ask n c,.nete, ,, Lew nml d:ot)taw.raj nw z sD emwwat. Dad n, � \ I Sheet F wwy SHIM So,/"L<"gmm(az) (mo m)(i I 'rax ',- N minding M �aCifiemm,.aceh silt vmh a - wat a ta:m1 aaa m> two raj d4. Reinstall if iameter�P;ner ai,Iod�dmre \ \ ` > "'d 10 m".��`at. aT.�rt Pn.in aa zmitt 9'0in 6 maasmm�a,mmp&e'��abaa,�nn;6aa \ WO c"i m a, Pca+ c" tzar c37. e�m ��"m permanent/stabilized. \ / 1 cooWOW 6 ,/m/m, ,/m/raj ,/in/m1 ,/,n/m) ,/m/raj been 1 SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION o 10 DATE: PAGE: I /• I r ---____ I II_ 136 f":/ \ =INS 4 % willi.11111 "�� 1 \ \ ) / / K — — T a t t Ha ll .HOUSE I I �V I 1 HO.i �.i _ � i,, �. LJ1 � / / / - • • . . - LcuRe INLET gr cuRDi •;P�[s1. � • Lttr / / • - \ 00101 1 Notes: / (/J L 1.If needed,Tree Protection fencing should be installed along the buffer zone,wetland \•� / / \ boundary and/or around protected trees,providing a radius of at least 1,25 feet for each / / I \ LEGEND inch of trunk diameter. / _ 2.Install Silt Fence on the low elevation sides Of each lot.Install Silt Fence outlets shown on / FLOW DIRECTION @ schematic/diagram and field adjusted,if necessary,for placement at low points.If lots are - ] -/ - contigUpgaand have afferent Iona owners or builders,each lot should have individual sinSILT FENCE —k—k- 1• A2 SILT FENCE OUTLET ® 3.Instailrequired Silt Fence withmlo feet of property line to ensure there isnoco..with / I / r IL MMON \ L. ` � CONSTRUCTION ENTRAENENCE septic system.It is the responsibility of the builder to ensure the installation M sediment I /• I OPEN 12 I WOW \ CURD INLET = conhnlmeasures does not impact the septic system and repair areaEel. I 1 I SPACE ( I 4.Al least one Construction Entrance/Exit is to be installed per lot. 5.Waste bins and other areas dedicated for managing building material waste shall be at I I 1 least 50 feet away from storm drain inlets or drainage dkches unless It can be shown that / I• \ I I1 r \ — ale` 1 I no other alternative exists.If this separation cannot be achieved,these areas must be -a x contained behind Sik Fence. S grrAG I I \ 6.Inlets downstream of disturbances should be protected;streets should be swept when 8 T \ sediment from the construction activity is present 1 I I \ II I 46 ..\NC-Environm en la Hoeg 7,Details for Silt Fence,SO Fence Outlets,Construction Entrances and other measures are �� I provided on additional sheets.Erosion end sediment control details are not drawn to wale. • 1 • •• ` I\ ------------- TYPICAL LOT LAYOUT WITH CURB AND GUTTER 1p I I _ \I, I DATE: PAGE: \ PAGE 1 of 2 TOTAL DISTURBED ACREAGE: 6.32 ACRES ,dv LOT EROSION CONTROL PLAN "tifMAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION LOTS 19 23-25 28-31 & 36-39 0 Q' �3 General-All measures will be inspected and corrections made after runoff producing rainfalls or at least once a week minimum.The builder will insure that the construction activities on an articular lot do not adverse) affect an of the installed erosion control measures.If lot construction dictates measures will be p g per any y y TARRANT ESTATES QJ`p��4 \ .�a �'°w relocated on the lot to insure that the potential for sedimentation runoff is eliminated as much as possible.Silt fences and gravel construction entrances will be maintained as suggested in the erosion control manual.Sodding,seeding and mulching will be maintained to insure proper ground stabilizing cover. S f'„"T,, FOR * ^.'�^�'STD.�, Gravel Construction Entrance-The gravel pad should remain in a condition to prevent mud or sediment from leaving the construction site.This may require periodic topdressing with 2-inch stone.After each rainfall,inspect any structure used to trap sediment and clean it out as necessary. Immediately remove all \�� - - -�s-141 S objectionable materials spilled,washed,or tracked onto public roadways. B E N J A M I N STOUT REAL f�'�qy�-tA6 57: < '�-`J S:R 5:��K.Sn�-.�. Silt Fence-Sediment fences should be inspected et least once a week and after each rainfall event.Any repairs should be made immediately. Damaged or decomposed fabric should be replaced promptly.Any sediment deposits that build up against the fence should be removed and disposed of properly to insure y- 7,. - - that the removed sediment does not wash back against the fence.Adequate storage volume should be provided for behind the fence at tall times.Take care to not undermine the fence during cleanout operations. �Or vmn , - ;�---- • ESTATE SERVICES INC. bl�::'], s_, Sodding-The sod should be properly maintained to insure that the grass take holds in the areas being secured.The sod should be watered as necessary to maintain adequate moisture in the root zone and prevent dormancy of the sod.The sod should not be mowed to close,since this could inhibit adequate growth 7 \ `•-A l_l'0a0)0 and stabilization of the root bed.The sod should be limed and fertilized as per soil type recommendations and type of grass recommendations when and if possible. CEDAR CREEK TOWNSHIP CUMBERLAND COUNTY Grassing and Mulching-The area to receive grassing and mulching should be properly fertilized and limed as necessary as en initial step in soil preparation. Once the grassing has been placed,the area should be maintained as needed to insure that all areas are germinating properly.Any bare areas should be SCALE: 1"=100' JU N E 2024 Construction: Maintenance: repaired,and reseeded as soon as possible.If the time of year does not permit the establishment of a permanent grass,then a temporary grassing should be used until the growing season permits the use of a permanent grass. 1.Clear the entrance and exit area of all vegetation,roots,and other objectionable 1.Per NCG-Of inspect at least once a week end after each l inch or GRAPHIC SCALE material and properly grade it. greater rainfall:make any required repairs immediately. Wattles-Wattles shall be inspected after significant rainfall events.Rills or gullies upslope of the wattle and any undercutting is to be repaired.Sediment deposits that impair the filtration capability of the wattle shall be removed when the sediment reaches one-third of the wattles functional freeboard height.Removed 2.Place the gravel to the specific grade and dimensions shown on the plans,and 2.Maintain the gravel pad in a condition to prevent mud or sediment too 200 400 smooth It. from leaving the construction site.This may require periodic sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water. - 3.Provide drainage to carry water to a sediment trap or other suitable outlet. topdressing with 2 inch stone. 4.Use geotextile fabrics in order to improve stability of the foundation in locations 3.Immediately remove all objectionable materials spilled washed or Reinforced Silt 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 to avoid undermining the fence during cleanout Remove and replace stone as necessary as it becomes clogged with sediment.Remove all subject to seepage or high water table, tracked onto public roadways. fencing materials and unstable sediment deposits and bring the area to grade and stabilize it after the contributing drainage area has been property stabilized. ( IN FEET ) 1 inch = 100 ft. CONSTRUCTION ENTRANCE/EXIT MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305 PHONE(910)484-5191 FAX(910)484-0388 LICENSE#F-0106 LAST SAVED:6/12/2024 11.55 AM LAST PLOTTED:5/12/2024 3:36 PM PLOTTED BY.Dennis Gilbert FILENAME:G\CURRENT JOBS\BENJAMIN STOUT REAL ESTATE SERVICES INC\24-2510-07 TARRANIESTATES-EC\PLANS\TARRANTESTATESEC-LOT51e,23-25.26-31&36-3u OcG