NCC232485_Site Plan or Location Map_20230817

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VICINITY MAP (NTS) / / i / 1
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CONSTRUCTION SEQUENCE: .,-/ /
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1.INSTALL CONSTRUCTION ENTRANCES AS SHOWN. /7 1 :_._/ /,,.,/ / / / I / / I • /
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7 ------ - - - - .9, ' ,_77.>S.INSTALL SILT FENCES,SILT FENCE OUTLETS.•DIVERSION DITCHES. 7 / \
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3.CLEAR LOTS AS NEEDED TO CONSTRUCT HOME 7 / I:I--
4.GRADE LOTS•CONSTRUCT HOMES. ,.... ---- \
5.GRASS LOTS. V C / /7 / / 1.8% / I \
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NOTES: / /
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1.TOTAL AREA TO BE DISTURBED: I 1 / 7 I = N.ss__ANN/
I 5.99 ACRES(BY COORDINATE COMPUTATION) .) ) / / ( I • \
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2.THE AREA TO STABILIZED VITTH VEGETATION Ts, ..7 / / / l I I i I -- r---,_,,.,_
IS 5.53 ACRES(240,800 SF) s A._ C
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3.CONTOURS TAKEN FROM NORTH CAROLINA / // •. x /
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DEPARTMENT OF TRANSPORTATION INFORMATION. V /
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4.NO SEDIMENTATION AND EROSION CONTROL MEASURES 7
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SHALL BE REMOVED WITHOUT NCDENR APPROVAL. 7.-C / / \ N \
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GENERAL EROSION AND
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I \SEDIMENT CONTROL NOTES: 7 / / C:' // \ I \
1.UNLESS OTHERHISE INDICATED.ALL VEGETATIVE AND /
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STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES 7 / / 1 / I N N.
TALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO __7 /C / / \ I \ , N )
MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH / I
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CAROLINA EROSION AND SEDIMENT CO TEA HANDBOOK. \ ; 1
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2.A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL ,,,A -_ ----. N
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t'')''' \PLAN SHALL BE MAINTAINED ON THE SITE AT ALL IIMES. / / / / ."7, \ 4° 1 I 1 i
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3.CONTRACTOR IS RESPONSIBLE FOR INSTALLANON OF ANY 7- \ I I /
ADDITIONAL CONTROL MEASURES NECESSARY TO PREVENT / / 7 /I \
EROSION AND SEDIMENTATION AS DETERMINED BY THE 9.... -_------- / / ..."/ \ s.. c
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PLAN APPROVING AUTHOR!, .7 \/
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4.CONTRACTOR SHALL INSPECT ALL CONTROL MEASURES \
WEEKLY AND AFTER EACH RUNOFF-PRODUCING EVENT.
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,..ANY NECESSARY REPAIRS OR CLEANUP TO / T--/------'N .2-' / I
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CONTROL DEVICES SHALL BE MADE IMMEDIATELY. --2- 7- I 2
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5.ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE /-----I / / / / I 7 I /
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PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. /
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S THE PLAN APPROVING AUTHORITY WILL BE NOTIFIED ONE WEEK 7
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PRIOR TO THE PRECONSTRUCTION CONFERENCE,ONE WEEK
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\PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIN, / 7 '-----'.-:-- .....••••- I 7 I / I \
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AND ONE WEEK PRIOR TO FINAL INSPECTION. 7
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7.PERMANENT GROUND COVER SHALL BE ESTABUMED IMTHIN 14 .7 7 -T.?, \ r
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WORKING DAYS OR 00 CALENDAR DAYS(WHICHEVER IS SHORTER) 7--
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AFTER COMPLEIION Of DEVELOPMENT. / / Hs. 7 i -I.•-T.
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8.FOR EXPOSED SLOPES.TEMPORARY GROUND COVER SHALL BE ./ ,.._-/ N. ----.
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TIVATSII"EADN131 LOT TERRA IA 'ATTE' V P - 7 /-----s'v I , ,
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s.poomoo-rx3isonons:/toEsu IN,SPAEC;„0,.ND SELF MONITOR THE
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INSPECT SWALES AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. Ns- I
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HECK THE SWALE FOR DAMAGE FROM EROSION OR PIPING. / I \
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RE-GRASS ALL SWALES IMMEDIATELY AFTER AN'?DAMAGE. / ------ .9' --- _ __,
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•E-WORK ANY RIPRAP AS NEEDED IN THE SWALES AT TIE CHECK DAMS. - 7 7 7
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I I ALL SWALES MUST BE STABILIZED WITHIN 7 DAYS. „/ .."9-' --- / /-
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EXISTING CONTOUR LINE 386
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CONSTRUCTION LIMITS I /-T I (
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SILT FENCE OUTLET
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SEAL: ............... SEAL: DRAWN BY: REVISIONS SCALE:
Averette Engineering Co,P.A. ,,,,.,•'-0A. 'Y ,"' MDA NO. DESCRIPTION DAI h TIMBERLAND FARMS
Established 1970 i......r3.::•„:0.v.ess 144::./12,..
CHECKED BY
CIVIL ENGINEERING Address: 1" = 50'
LAND SURVEYING 712 E.Lake Ridge Road CDA LOTS 9, '12, 25, &26
f/IPLANNING Raeford,NC 28376 PROJECT#: EROSION CONTROL PLANS
V...03/01/22:/,.`,'.. .? McKee - Timberland
Phone:[phone] ',C4,,;•f:\'F;II.t?1 4%4' DRAWING NAME:
Fax [phone] "fel- D. 'i‘lo•'‘ TL-Ersn
License::C-0146 DATE: Owner: McKEE HOMES, LLC C 1
Web:www.averette-eng.com -71Z-_,....,0.2 -9-,A-2 March 1, 2022,
• , • - . , • ,

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VICINITY MAP (NTS) \� Iy I \ i Ms / 1 2l \
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CONSTRUCTION SEQUENCE: \ \ \I. /
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INSTALL CONSTRUCTION ENTRANCES AS SHOWN. \ I \ I / I \_ \ / '
2.INSTALL SILT FENCES,SILT FENCE OUTLETS.&DIVERSION DITCHES. \ I q \ \ \1 /'
3.CLEAR LOTS AS NEEDED TO CONSTRUCT HOME. N T\ N
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4.GRADE LOTS&CONSTRUCT HOMES. I \ N I \ 42 \ ———— N
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5.CRASS LOTS. 1 .\ \ �� , 70e/ \____ 57 �� /-- S�\ : •\ \\ _
NOTES: 1 \\ �q0" \\ I \ / ( \ // ,386 \ \ /�
1. D AREA TO COORDNATE COMPUTATION) I I \\\ \ Imo l ////"
2.THE AREA TO STABILIZED WITH VEGETATION si 1 I \\NJ J \ \ I \ \ /387-\ 1 \ /// \\\
IS 5.53 ACRES(240,900 SF) \ /d9 \ \ i\ \ // •`\ ' r )
3.CONTOURS TAKEN FROM NORTH CAROLINA //I
1 I l i ——/ / \ i 1 \ \ —\ — \ % / \/1 I
sAA N 1 \\ \ / x / i \\ \\ \\_ / \\ 11 \\ —_- /\ \\ i \
5.ovmcee .LLC 1 I 'l/\ I 7 / \ 1 \ /' \ i— \ ♦ \..........'\ „/ \\ I
42os`s"°Fa Homes. Rd.Suite 810 I y I s\ A x m°j 1 I / \ ♦ , \/
R°IeI9h.NC 27609 1 \ 1\ M /� r\ \ / / ♦ I \ °
1 1 T V iAQr`♦
GENERAL EROSION AND I \ ..............— —x—,7-- ,,,'
—x"� I \ //
SEDIMENT CONTROL NOTES: 1 ; +�4•
I.UNLESS OTHERN1SE INDICATED.ALL VEGETATIVE AND I .5q1 \\ I / \ 1\ _ \ B. ' / ♦ � \`l♦ A \ �
STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES I \ v \ \ / \ "F \ \/
NU BE CONSTRUCTED AND MAINTAINED ACCORDING TO // I \ / I / ♦ µ♦ \
MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH I �-� \ \ / S6 ♦ \
CAROLNA EROSION AND SEDIMENT CONTROL HANDBOOK. / I I \\ \\ I \ ( \ \\ A0 \ Co
2.A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL \ I \ —387 ♦ / \\\ ♦ \
PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. I ) \ \\ \ _ ♦ j (/ \\\ ♦ �y \ \
3.CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY \ I \ .\:
I , ♦ h� \ ♦ \
ADDITIONAL CONTROL MEASURES NECESSARY TO PREVENT / \ / \ J \ / \ \ I
EROSION AND SEDIMENTATION AS DETERMINED BY THE \ — I \\ r/ \\ \\ L/ ` / \\\�; \
PLAN APPROVING AUTHORITY. , / / S I JJ
4.CONTRACTOR SHALL INSPECT ALL CONTROL MEASURES I
WEEKLY AND AFTER EACH RUNOFF-PRODUCING EVENT. N / I \\/ C(y \\ _ \ ♦ \ I /— ♦ \
Y NECESSARY REPAIRS OR CLEANUP TO \ /\ OF. \ / \ ♦\ ) ('•�'`I,•
MAINTAIN THE EFFECTIVENESS OF THE EROSION • \
CONTROL DEVICES SHALL BE MADE IMMEDIATELY. \ I / \ 4qT \ ( I /^ 1 ♦ / \�, �♦ \
5.ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE i / \ y� \ \ I 1 \ ' ,A ,-1LY,�,♦ \
PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. \ \ \ /—\
6.THE PLAN APPROVING AUTHORITY N1LL BE NOTIFIED ONE WEEK \ I \ / \ —,y0� \\ COS \\ \ I I I♦ �......-1,/ �L' ` \ )
PRIOR TO THE PRECONSTRUCTON CONFERENCE,ONE WEEK I / / \ \ I ��% \ /
PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTNTV. \ ` \/ \ F \ 3 —J \♦ / \ ♦ C \
AND ONE WEEK PRIOR TO FINAL INSPECTION. \ \ I \ I \ yFry \ N. 55 / ♦ __ \ \ ♦ \
J.PERMANENT GROUND COVER SHALL BE ESTABLISHED WITHIN 14 \ \ I I \ I \ l �\ / / \ \ \ \
AFTER CING DAYS OROMPLETOfI OF DEVELOPMENT.DAYS(WHICHEVER IS SHORTER) \ \I \ ) / \\ 1\—�\\ \\/' \ I , // I \\� \\ ♦ I \\
B.FOR EXPOSED SLOPES,TEMPORARY GROUND COVER SHALL BE \I 1 ( / \\ \ / -' ♦\'' / \\ 66�\ ♦ I \
ESTABLISHED NO LATER THAN 14 CALENDAR DAYS FOR SLOPES FLATTE': ___
THAN 3:1 AND J DAYS FOR SLOPES SLEEPER THAN 3:1. I I I \ I \\ \ \\ \ / ♦\'' // \\ \\ —♦ \
9.COONTRACTTORECT AS EISOREOpIREED TO SEY THE LF INSS. PECT AND SELF MONITOR THE \ \ I I\ V / A V // V A\ �\ 'y�'1/ ♦��� / / Ir♦ \
INSPECT STALES AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. I M / �' \\ `\\\\ \ _/ ;0 i ♦\N O1 / //j%/ \ \
HECK THE STALE FOR DAMAGE FROM EROSION OR PIPING. m \ / \ / \ \ / \
RE-GRASS ALL STALES IMMEDIATELY AFTER ANY DAMAGE. 1 / N\ \ \ �) —_-- -- ♦�'R:'`�'^. ///�% \\ \
'E-WORK ANY RIPRAP AS NEEDED IN THE STALES AT THE CHECK DAMS. a I I \ \ \ / \� \-__N
\ 1 — —J _/®/ ♦ 'X 1/ —_ _ so\ \
ALL STALES MUST BE STABILIZED WITHIN]DAYS. I I I \ /^ \ \ I r——/' /' ♦ 386' / \\ \
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LEGEND / I I I / w° .7- 3g3/`\\ /
PROPERTY LINE SURVEYED / / / I \\ O1 I / ,N�\ \ //N / �0y/ I //' \\ /
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PROPERTY LINE NOT SURVEYED ,/-- I I ��)/ I I A-\N\\ \\ / // ' \ / I /
RIGHT OF WAY LINE — — / I // i \�\ N\ / \ // / / \
EXISTING CONTOUR LINE ----386----- /7 / I / // 1 I /) \\ // / //\\ / / // I/ / 52 / // \
CONSTRUCTION LIMITS / /' \ I / / \ / X / \\ '78N // / / I I— \
SILT FENCE —xxxx— / �- / \ I /' / / 7(\\ / / / / / / / I / \
EDGE OF PAVEMENT / I / / \ / // / \ \ 7 M' I ( / \
TEMP. DIVERSION DITCH / I / \ / / — / \\ \ \ Si ' \I I\ \ t // \
% /
( 45 \ M� ) I
TEMP. CONSTRUCTION ENTRANCE -or. / / G \ \ \ \\/ I \\ / / / / / 1 // /
.wY_
CHECK DAM
50 100
H 1 1 Feet
SILT FENCE OUTLETIS
SEAL ' SEAL DRAWN BY: REVISIONS SCALE:
♦
Averette Engineering Co.,P.A. , ,,N„CARo,, MDA No. DESCRIPTION DAL( TIMBERLAND FARMS
Established 1970 ��O.AREssIAk,•
../S, CHECKED BY:
CIVIL ENGINEERING Address: •.9: 1•• = 50'
CDA LOTS 42 54 55 & 56
LAND SURVEYING712Eeford,Lake NC dge
▪ SEAL ° EROSION CONTROL PLANS
PLANNING Raeford,NC 28876 021411 PROJECT//:
g• •,03/01/22 r7 McKee — Timberland
Phone:[phone] CI••.fSGINEER:• 4Y: DRAWING NAME:
Fax:[phone] ,%;gF•p.•P��'`°' TL—Ersn Owner: McKEE HOMES, LLC C2
License:C-0146 ' DATE
♦ Web:www.averette-eng.com, �.,/�(0� .A' , March 1, 2022� - ♦ , ♦

SILT FENCE-Practice 6.62
Table 6.626 specifications For sediment Fence Fabric The DAM-Practice 6.83 The Slicing Method
Construction Specifications Temporary Sib Fence Material Property Requirements
MATERIALS 1.Use a Supported' lin-Su Typed- Construction Specification
1.Use a synthetic filter fabric of al least 95%by weigh)of polyolefins or polyester,which is certified Test Abtenal Unite SR Fence Set Fence Value L Place stone to the lines and dimensions shown in the plan on a filter fabric Penang new POST SPACNG:
by the manufacturer or supplier as conforming to the requirements in AST*D 6461,which is shown foundation. s mar.on open reef
in part in Table 6.626.Synthetic filter fabric should contain ultraviolet my inhibitors and stabilizers to Grab Strength AST*D 4632 :;CI
i
I• I�i.d a Daemon 400 ASTMD4491AST*04751 - - - 7.Ensuretatoterareasotecanne,sucascuvertentranceseowtececk 130) dams,are not sub' tto dame blocks from displaced stones. cam.
subject damage or blockage �9,r,
SPECIFICATIONS:CONSTRUCTION 1 BRUSH,E STUMPS,AND OAND OTHER OBJECTIONABLE MATERIAL. -PERLY DISPOSE OF ALL TREES, ^f�•y il�fhf• f•S�,�jli�bf f!kf•. 3.Construct the filter fabric from aconnnnus roll cutto tie length ofthe barrierm avoidjoints. 70%after //// / / // //.
'/. ,f•�) 's�fif•!"W f• • .( When joints are necessary,securely fasten the filter cloth only at a support post with 4 feet minimum Ulbevroet Stability AS]M D4355 Retained 500n of exposure 500h of exposure Typical Maintenance \\\\ \\ \� /\ \/
2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS ••P'•e•w Lf w 40411 • 1 to the next t Sin Inspect check dams and channels at leas)week) darter each significant Titan[1/2 inch /\/\/\ \i\/\\ \\
SECTION MEETS ALL DESIGN REQUIREMENTS. •1•'f•�w f••;i itif' overap pos weekly gni ( % ////\ // %// -_.
N THAT THE TOP F THE DIKE - f f4•1. n t .•W elreii,WI i w 4.Support standard strength filler fabric by wire mesh fastened securely to the upslope side of the 'Silt Fence Support shall consist of 14 gaga steel were with a mesh spacing or 150 ram(6 inches),a prefabricated poYlma meth of or greater)rainfall event and repair immediately.Clean out sediment,straw,limbs,or \%\\\\ \\\\\\\\\\
3. ENSURE T E 0 0 E D E S NOT LOWER .�51;41t}/• r4f.f J f f�f r 3 posts.Extend the wire mesh support to the bottom affix trench.Fasten the wire reinforcement,then equivalent strength other debris that could clog the channel when needed. // /\�/// //\
•
AT ANY POINT THAN THE DESIGN ELEVATION PLUS •r if trf�•U4d' V�f�•aft}t�irsl'�.);'•�'••/4,0-.. fabric on theu sl de of the fence t.Wire or plastic zip ties should have minimum 50 d 'These default va ties are based on era Inca•evidence with air / / / /
• ): pope side cos p p pound p aiety of sednind-For environmentally sensitive areas,a reiiva•a Anticipate submergence and deposition above the check dam and erosion from high \\ \ \\/ \ \/\
THE SPECIFIED SETTLEMENT. 2g. •}���;>♦f:�?�f ������::�1�•�':•s�• tensile strength.
prevlros expenenceacud/avte or regmealy specific geotexfee tests inaccordance with Test Method D 5141 should be perfumed flows around the edges ofihe dam.Correct all damage immediately.If significant
///\\%\ /i jj 2'52'5 crawl ATTACH FIB t>ETAu:
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO Myti •y.'tff��•�if• ��I�•'w �, 5.When a wire mesh support fence roused,space posts a maximum of 8 feet apart.Support posts M the agency to confirm suitability°Meese requirements. occurs between dams,additional measures can be taken such as,installing /\\//\\/ t\�2n,S\\ ' ' •Wree Iodic al mall,0 mead.
PERMIT MACHINE REGRADING AND CLEANOUT. /M Nt / '••'i J should be driven secure) to the d a minimum of 24 inches. 'As measured In accordance with Test Method]]4632. protective ri liner in that portion of the channel Practice 6.31,Ripon-line and / //I / / // //
5 UE VEGETATE
ETS IT THE
HWIEL RIDGE
REMA IMMEDIATELY ATCE AFTER LAFT TH CON NSTRUCTION,
WORKING DAYS. UM W.S nti4�� .5R' ` 6.Extra strength filmr fabric with 6feet post spacing does not require wire mesh support fence. Pawed Channels). ( //\�//\\\j/�/ \��\�\j\\.4' *nee tonerraper pm.a MBwrrap a•oleaak.
y'L Securely£ten the filter fabric direcdyroposts.Wire or plastic zip ties should have minimum 50 g'max.standard strength fabric with wire fence Remove sediment accumulated behind the dams as needed to prevent damage to '\\\�\/I{\\/\/\\/\\ spaylbnaacnae
MAINTENANCE 1. INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER pound tensile strength. channel vegetation,allow the channel to drain through the stone check dam,and //// //// /\/\/\/\ aaganoN,priesrwg hceasveMcaey
EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE 7.Excavate a trench a tel 4 inches wide and 8 inches deep Ion the proposed of is 6 max.extra strengt a• ¢wit out wire epee prevent a flows frome sediment over the dam.Add stones to dams as //\/ /S // a Mariam or P gent
approximately p along propose posts needed
gheight se \\\\ \\ \\ \ \
FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY a.Placeopefromihebaaieric(Figure needed to maintain design height and cross section. \ \ \\ Hang pre nippe rgNen slew*,
CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. B.Place l2 inches of the fabric alai the bottom and side of the trench •Use
eeeb e•awp a .
g No more wen 2b ire ound. c u»cmr Wee lSOEgawnwra.
WHEN THE AREAID PROTECTED IS CHANNEL
PERMANENTLY STABILIZED, 9.Backfis the cnticrenohwith fence
perfrmalaced over cethe filter fabric and compact Thorough compaction of the I- ----- IS allowed above ground.
REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE LOCATION backfill is critical to soh fence performance. Steel • -''-' - •
NATURAL GROUND LEVEL AND STABILIZE IT APPROPRIATELY. A TEMPORARY CONSTRUCTION EXIT SHALL BE LOCATED AT EVERY 10.Do not attach filter fabric to existing trees. past '
TEMPORARY DIVERSION TOPSOIL STORAGE DETAIL ACCESS/EGRESS POINT OF THE CONSTRUCTION SITE WHERE EQUIPMENT TPlastic or
/ AND/OR TRAFFIC LEAVES THE CONSTRUCTION AREA AND ENTERS A PUBLIC SEDIMENT FENCE INSTALLATION USING THE SLICING r,;re tire Poll of sit fence
ROAD OR EXISTING PAVED AREA OF THE SITE WHICH IS NOT INVOLVED IN r/THE CURRENT PROJECT. METHOD ��O(J9atbn
NO SCALE SIZE Instead of excavating a trench,placing fabric and then backfillnng french,sediment fence may be _WIDTH - THE TEMPORARY CONSTRUCTION EXIT SHALL HAVE A MINIMUMinstalled using specially designed equipment that inserts the fabric into a cat sliced in the grand with Wire 18-24" IWIDTH OF 12 FEET BUT SHALL NOT BE LESS THAN THE FULL WIDTH OF THE a disc(Figure 6.62b). fence
VEHICULAR ACCESS AREA. i..Nature aCTP�lbn
TEMPORARY Fabic
LENGTH - MINIMUM LENGTH OF 25 FEET. Installation Specifications �� ooeSEEING SPECIFICATIONS: DEPTH - MINIMUM 6 INCHES. 1.The base of both end posts should be at least one foot higher thanihe middle ofihe fence.Check - / �r /Sdtr,p RIO Fencji,,,msn'tolieo.t,_
MAINTENANCE REQUIREMENTS with a level if necessary. 1C/ a //Table 6.10a Temporary Seeding Recommendations for 2.Install posts 4feet apart in critical areas nd 6 feet apart on standard applications. -- .- - 1 /,q�/ �,�•THE TEMPORARY CONSTRUCTON EXIT SHALL BE MAINTAINED IN A3.Install 2feet deep on the downstream side ofthe silt fence,and as close as possiblerothe 1•. �/(// / Y<Late Winter and Early Spring CONDITION WHICH WILL PREVENT TRACKING OR THE FLOW OF MUD ONTO pasta 8"down A 4' ��,� 7,. // jj/$�{{/(/(��C.' @Y P�0abiPUBLIC RIGHTS-OF-WAY OR UNDISTURBED PAVED AREAS. THE EXIT MAY fabric,enabling posts to support the fabric from upstream water pressure. forward along •� .•b`�4�4�.Q ��.//�(///'/I/S$ �y@4 �the trencha,"-:a'ae hl/o//l / lax a^-,z' a
REQUIRE PERIODIC DRESSING WITH FRESH AND CLEAN 2-INCH STONE 4.Inslall posts with[he nipples facing away from[he silt fabric 24' F16erQ` p�!��p%/A Iasi �\�y\\,"' \\ \\ b aP.,
Seeding MIXture A5 CONDITONS DICTATE ALL MATERIALS(MUD,SitL,SEDIMENT ETCH 5.Attach the fabric to each post withthree ties,all spaced within the top 8 inches ofie fabric.Attach `"aN5 f.H i d(n'.d S• h1,\NS)A\\\\\\`\\\\�e` �JSPILLED,DROPPED,WASHED,OR TRACKED FROM THE CONSTRUCTON REA fabric Q4 ! •JSpeClye Rates (IJ/aCre� ONTO ROADWAYS AND OTHER PAVED AREAS SHALL BE REMOVED IMMEDIATELY. each tie diagonally 45 degrees through the fabric,with each puncture al least l inch vertically apart. COOPdOd O4D)4P 0 4, j',@P�e-,ZPC• J OS !�. �\`
Rye(grain) 120 Also,each tie should be positioned to hang on a post nipple when tightened to prevent sagging. o
Annual Ies edezo Kobe in GENERAL p approximatelypoststatontcl cured pool P ( 6.Wm tel 6 inches of fabric around the end and secure with 3 ties. Sse' bade
Piedmont and CoastalPlain, WHEELS MUST BE CLEANTO PAVED ED TO REMOVE MUD AND OTHER DEBRIS F EQUIPMENT PRIOR TO 7,No mom than 24 inches of a 36 inch fabric is allowed above d level re
Korean in Mountains) 50 VEHICLES ISENTERING NREQUIRED.IT R SHALL BEE DONE SINNA OAREA STABILIZED WITH 8.The installation should be checked and corrected for any deviations before compaction. I 3'widrh I I p,7' With) Completed mtoahon
Seeding Notes CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT TRAP OR 9.Compaction is vitally important for effective results.Compact the soil immediately next to the silt
Omit annual lespedeza when duration of temporary cover is not t0 CONSTRUCTION ENTRANCE DETAIL fence fabric with the front wheel of the tractor,skid steer,or roller exerting at least 60 pounds per fence wtrobrypiows not oeceptmlebecwseof horizontal compaction
extend beyond June. NO SCALE square inch.Compact the upstream side first,and then each side twice fora vital of 4 trips. Cross-Section Figure 6.626 Schemata for using the slicing method to install a sediment fence.Adapted from SiltFence foal Works
View
Seeding dates Maintenance
Mountains- Above 2500 It; Feb 15- May 15 .::::::: Insect sediment at least once a week and after each rainfall.Make anyrequired Filter
prepairs steel fabricFilter 8ackfill trench
Below 2500 ft; Feb 1 -May 1 1) Ground Stabilization. Nahs•ol
Y °st 1 Should the fabric f n fence 11 ar,decompose ineffective, and cam immediately.S our d e ab'c o a sediment e ce collapse,tc pose or become a ectivq p poet 1.5'min.
Piedmont ai Jan. 1 -May 1 .. - .,..,...Stabilization
Time
cum ih h ground
Site Area Time F a me Stabilization Tina replace it promptly.Remove sediment deposits as necessary to provide adequate storage volume for crag h' 9'min /
Coastal Plain - Dec. 1 -Apr.15 I(/
Description Time Frame Frame Exceptions the next min and to reduce pressure on the fence.Take care to avoid undermining the fence during
Soil amendments Perimeter di cleanout Remove all fencing materials and unstable sediment deposes and bring the area to grade
Fallow recommendations of soil tests apply 2,000 lb/acre ground moles,darns TdeyS None and staid¢a it after the contributing drainage area has been properly stabilized. lddlil.sr .ter, _ • ' .
agricultural limestone and 750 lb/acre 10-10-10 fertilizer. one stapes �S1ee ,y 4. 'II" *,yy, I
.High Quality
e `•,4,'t „` }+ ',,e f
Mulch Water(HOW) dem thane �� rOf.P ,� 1,.1c;,;r.1„ .
Apply 4,000 lb/acre straw. Anchor strove by tacking with asphalt, Zones it 4. A•;,-=- ,
If slopes are 10'or
netting,or a mulch anchoring tool. A disk with blades set nearly •slopes Steeper 24•
straight can be used as a mulch anchoring tool. tnon 5:1 y 14 days are it:Y;Y
i I
•
asu ,
Maintenance
Refertilize if growth is not fully adequate. Reseed,refertilize and mulch • re i w 14 dew s allowet Filter Cloth
ng
immediately following erosion or other damage. '"`'
•An other areas Plan View
twith
han slopes flatter 1 e
y Imam poem
eu s)and
4:1 HOW Zone
Table 6.10b Temporary Seeding •..Extension of time may be approved by the permitting le of b)CDOT#5 or#57
Recommendations for Summer authority k based on weather or owner site-specific conditions washed stone rL5'
that make compliance impracticable."(Section ii0(2)(b)) e.1
Figure 6.62a Insfalabon detad of a sediment fence. Y
J ,!
40 PERMANENT :.
Seeding Mixture Gins ES s't
Speciess Rates ( acre) O. . ,7' s a 2'max.of
German millet are SEEDING SPECIFICATIONS:
Seeding Notes
In the Piedmont Mountains,& a small stemmed Sudangrass f EL elm Filter Cloth s center
may be substituted at a rate of so lb/acre. Seeding MixtureCLASSRIP-RAP WASHED STONE
�">E� �'�
Seeding dates (NCDOT q5 OR tin) "� L
Mountains May 15 Aug 15 Seeding dates '-' � r _"7�
Piedmont May 1 Aug.15 March 1 - August 31 ;.,'d'S.`
Coastal Plain Apr.15 Aug.15 maw ViStV • Q
Soil amendments Species Rates - _ -
4'to b'
Follow recommendations of soil tests or apply Kentucky 31 Tall Fesuce 50#/acre 4.=II iA - --=-
2,000 lb/ace ground agricultural limestone (festuca Arundinacea) Cross-Section View
and 750 lb/acre 10-10-10 fertilizer. Centipedegrass 10#/acre
Mulch (Eremochloo ophiuroides) Figure 6.8313 Stone check dam stone should be placed over the charnel banks to keep water from cutting armed the
Apply 4,000 lb/acre
straw. Anchor straw by tacking Common Bermuda,hulled 25#/acre MAINTENANCE NOTES: dam.
with asphalt netting,or a mulch anchoring tool. (cynodon DOCtyfon),hulled 1. FILTER OUTLETS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR mum
ur,axsrsos.s wxouenxcxx°vroxnxc mete
ieciuum°µum'ox.."wau,".rraxnxe
TE
A disk with blades set needy straight can be used HIS AGENT IMMEDIATELY AFR EACH RAINFALL AND AT LEAST DAILY DURING u°,xva+v,,rttpx°xnw,x°mannw
as a mulch anchoring tool. September 1 -February 28 PROLONGED RAINFALL.ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY awsmm,°era„w,xum,x ern a
2. THE STONE SHALL BE REPLACED PROMPTLY AFTER ANY EVENT THAT HAS CLOGGED ..e•„xmmoms„=•„,•.e.wa•"a.
Maintenance Species Rates OR REMOVED IT nit" `°`°'u'c'n....a""^"e^'°..„""' `'...AM1vi1he •-1, mm
Refert'I'ze f growth snot fully adequate Reseed, Kentucky 31 Tall Fes 50#/ac r°-.'^"•o•xa, • ° rem°'•'• •ip
YefeYt Ze Ond mulch Immediately following erosion UCE re 3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT neie°ey°'n'°enduex` " x „' m,r"b=°° w e,„n°e,rn,,, �m..�„ fix
Or Other damage. (fecm AYUnd noCeO) OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT eA ^-•� „,,,,.. - ane° ,�•" °„P Ae„a � 1++ fT A
Cam n Bermuda,hulled 25 Cre FENCE OUTLET IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING a m,r,,.axu"im,a,m.w...,,•,pee.•e�mw°m.n „"„„"^� „,,,„„e.�snre„n.n,nei.,m.am...�,x. ° •• wv'v,mv ^- 4 -' =
#/a GRADE,PREPARED AND SEEDED. •i.,.,,,•.s�-+�Od.. "'n °
(cynodon Dactyl on),hulled o. ^ >n,.,Ae.„vx =cox,,.,.,..^„, �� �•�
Table 6.10c Temporary Seeding -„ xwa ii„I„r=w„ie=„axe.
p y common Bermuda,Llnhuned 25#/act
Recommendations for Fall (cynodon DoCtylon) a ""• I,r•-x,.'•.w'-,-•w• °°•w,=r°...� ,°°•"°er°•�. x°^` „ane„x,„ ,"o•m„,
Seeding Mixture LASSx ...,._.,.... .„,•°,.,„,x °, ,°•w�",°„„,r.„, .°.,=aw. x„. .....e.° .....STEEL POST
Species Rates (lb/acre) Soil amendments NCHEsoF - """' ^°-•^„"^•'°"` "=.r "°`n ' x,"txi.x,r,.,,
PL CABLE .�,
UPSTREAMNE ON L.smeirenowoomm comnsmoma I 4.FACE r..x. .....w•�ee•x , din,,.°
Rye(grain) 120 Apply lime and fertilizer according to soil tests, � • s.x
or repot 300 lb are 10-10-10 fertilizer. .,.., we,.„xwe.,,root::=>su� °e Ira sooas.i,°..i ,. m.,,.„°.,,„raw
Seeding dates y /a n' ww.FILTER FABRIC a_,mu_•�, .,°•„ -�,••� ,,e,i>,�x. '.=roe:,»rr,.„.°,.„.r,w,<r»,.".,,wn,ammmum.
Mountains- Aug.15-Dec.15 Sprigging _ .... ....„ •„•,••
Coastal Plain 8c Piedmont-Aug. 5-Dec.30
9 Plant furrows with tractor-drawn sprigs I� - - �T- ..,_--••-.,.... x,e.,x„,ei i. w,xa°xxn M„.. ,"°,°,,,„ d'ain .,,,",°...„,.x,x.„ea.,."
transplanter,or broadcaster byhand. - - -- „•••••„,„. r
P
-- � =_ -- °°"„w,rs:<a„e„°.„,.,„a x„a",nr",m.„,„ °cum,
Soil amendments -- -ill- •-ill- •"•..•-....•.•..„.••°•"„•
- - 1=��� - x,".xawe,deco r..x."r«n,x.
Follow oil tests I 2 000 lb/acre a and .=o,>o�„w,•",.."ems°We-m,�.°m
apply / ground -- - - - -- - - A..f '
Furrows sp should be 4fe char deep and 2 feet art. II ="ax„,w,,wn,U O s P apart. -ill- -1L- �11- ,. „".„"„.,a. a,AM
agricultural limestone and 1 000 Ib acre II-II II II II II-II II II II-II II II II-II II II II II I- �•„^•nee,wew• „m„",e.,w •..e.�a". ° .°°„,,,°„,„,,.°„,e. °
a
in a °''
9 / Place sprigs about 2 feet part'n the row with _ „,„„"
10-10-10 fertilizer. r-rr� - -"It
one and at or above and level(Figure 6.11 d). - - - _...�
ground gar T _ - °,x rw•,..a„„*'"'
-iTf�i- �_ - ,, ur°e "„aw°.,xr•..,>o., ,„o,•o„,.,r,
Mulch ,ee„ x..°.x.„
Broadcast at rate show above,and GENERAL NOTES: .°•., ^m_"pre sprigs - ..-...,,.., r r „now,,,°.,wi,a°°xnrwe„.a°a,.„.„.°a ,,r.wl..xi•.."e,,.exx,•reax„a„,Apply spha lb/acre straw. Anchor straw by lacking ••..m -,,,,,,
into the to 1/2-2 inches of oil with disk set •-�••_"_• mwr"a.wm.°a.x,,,m°osNwu.e.w�rxmw.
with halt elfin mulch anchoring 1. SEDIMENT FILTER OUTLET SHALL BE 16 INCHES HIGH BUT NO TALLER THAN 18 INCHES.
sP 9, 9
straight that are not brought back xoa.m.,,"�..,x�„�a,.,o°o•a,wx„••°„,e•eM�°e•„°•.m,.. °.•,°.cow=wi�Ro•x•ekm�•,.."e.ow=
tool.a A disk with blades set n anti straight x„ ,x .„n„e.,„„",„,. o o n w k
Y 9reel
toward the sulfate. 2. #57 1 OR 2 RIP-RAP SHALL SL USED AND COVERED WITH 4 INCHES OF NCOOT#5 OR „°°,,,Imrmi==nit ^„•^.,.w.�e„^„ �••-^^^-+^ ^•-•..im•...e.e
can be used as a mulch anchoring tool. #57 WASHED STONE ON THE UPSLOPE SIDE. °„ :II ,,, wi Lem mew-prim mom rammar Ski mirimpnewi aiwimmerra.rnam
Mulch .„•,
Maintenance r„''=exm,„e„xx,„°„",,,a
3. POSTS SHALL BE NO MORE THAN a FEET APART. ,..,..x,,,,a"°,.„.e a"mn•,n.�,�..,,.,�«,ex,eh
Re and refertilize damaged immediately.To dress
Do not mulch. •.��r-.„.m„.,„„.-.e-
Repair a 9 Y P .�"",„",� .x^..xmm.xw,n
SITE OUTLETS AT ANY POINT SMALL CONCENTRATED FLOWS ARE ANTICIPATED AND AT THE exir...,nnx ' °� e,.�".,e�"°"e-=1=
with 50 lb/acreof nitrogen March. If lit m to ,°.n,...,„,...x,„,.,,"„. ,mmmi,,.n.
g n cry DIRECTION OF THE�NSPECTOR.
extend temporary cover beyond June and
tat
Maintenance "....,..,.„
Fertilize n -2 lb/acre a nitro s ONE ACRE MAXIMUM DRAINAGE AREA PER OUTLET.
with 50 lb/acre Kobe(Piedmont and Coastal cry sparing y /c nitrogen springs • ,�,,,w
Plain)or Korean (Mountains)Iespedezo in with no phosphor Centipedegrass cannot tolerate ,w„""e••°•e•a>°�•'"•,•mwa"=o,=.„",.••,..�„w.
Late February or early March. high pH or excess sferuuzer. NCGOI SELF-INSPECTION,RECORDKEEPING AND REPORTING I EFFECTIVE: •04/01/19 •�„",."m„",ro„.,„�'•,ie,,,,,q
SILT FENCE OUTLET �Y.zr'emw`�" e:„x"
NO SCALE NCGOI GROUND STABILIZATION AND MATERIALS HANDLING ]EFFECTIVE:04/01/199
a' SEAL 1 SEAL 1 "'DRAWN BY: 1 ! REVISIONS , a ' a 1 SCALE:
Averette Engineering Co.,P.A. n,H w c?Ro'••
, MDA NO. DESCRIPTION DATE EROSION CONTROL DETAILS
Established 1970 ,O QPOFESSION4`/,5: CHECKED BY:
CIVIL ENGINEERING Address: '•v: CDA Timberland N.T.S.
LAND SURVEYING 712 E.Lake Ridge Road SEA L
PLANNING Raeford,NC 28376 • 021411 E PROJECT#:
=,47•,03/07/22:•� McKee - Timberland SHEET NO.:
Phone:[phone] 'scy'•``ACINEER //s0' DRAWING NAME:
Fax:C-014688-0181 ''gs5(',,....•° TL-EFSn Owner: McKEE HOMES, LLC C3
License:C-0146 ' DATE:
Web:www.averette.eng.com �n-,•.Oel0. March 7, 2022