NCC240588_Site Plan or Location Map_20240301

Non aD� ���'�� \ \\ �/ �% )_ / GROUND STABILIZATION SODD
ING
�� / EXCEPTIONS
sayoE oN ,gyp ,-00`"5 v0 00 'k\ \ \ , // :_ _ / / / / �� / / \ SITE AREA STABILIZATION
T / y
/ RA`6. / EEES,. I \ / -\ SW&ESLOPESHES M enoaanora�a,Mwo maaaa
c S ro 1+a a E n NI•D/J,p 20h / S (( �/ HIGH QUALITY 7 DAYS NONE M
.1oY' oa .„a za t /.i01 , ,BUS 1 I / WATER ZONES � a -ANGLED ENOS
a�PO / / ST•. � / ( �� (HOW) a
P �Pa po �a // 5�\GNP \ O�' / ( -\ / \ SLOPES STEEPER 7 DAYS IF SLOPES ARE min "'PiCHE000aaam.v.
2` Gel aaD RRo oTo / EAST\\\ \` \ / / SPACE I // ........:
v //�\ �- THAN 3:1 LENGTTH AND10'OR S ARE IN
4'i`�o�pts6 , M4zp4 \ \ 2 \ \ \ \ /I \ / /- iHOANS2E1,PEq �1/'I_
s�osy a saEa`� `� / '\ \`\\\ \ / / \� �_ / / / \ I I DAYS ARE ��
p '£o0 oJ��J�� SITE > \\\\\\ ' \ / �\ SLOPES 3:1 OR 14 DAYS 7 DAYS FOR \ 1
e 0 00 oo -�\\ \ \ \ / / / / // / I- ALLOWED
\ I 1 FLATTER SLOPES GREATER a�tII l wAraaroAoaarx or. .t taow Jaa.xE soo 8. fi \ \ \� / 2 2 / /^� / / \ 1\ \ THAN 50 IN _
\ `4 \ \ 3 /. J J \ / / \ , LENGTH tv.owassa.sal-
\( v�P� \ \ \\\`\\\\ ROADSIDE / O VO 7
/ //\\ �\\ \/� / \ ALL OTHER AREAS 14 DAYS FOR PERIMETERS(EXCEPT
wnx Hero mAAPPF_ARANCE OF GOOD SOD off 1pa l'ins Rowan
\„ ,� \ � V\ V AV15& ��(/ /� A�/ �� / '�� \ FLATITERSTHANS4:1 AND HOW ZONES)
��J� \ of goslD VVV\ _ l •
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rennso
�P� �\ \ \ \•�\\\ I \ / ,\�� j/ / / \\ `1 \� _ _ _ / , �w�P .e oIXe rearOO \ \ \ \ ROADSIDE '`�� - _ / • `�� / // �\ \ \ \ -/ / EC.,
NG ewY 24,27 VICINITY MAP �� \\ \; D DITCH q /
zPo90 \ �• \ I / � CONSTRUCTION SCHEDULE
(NOT TO SCALE) ' .......
\ \ \\ O\ \ 5 \ .'.'.' / / � / \ \ \� - / _I. ObtainCONSTRUCTION
pm its and planapprovals.Erosion ands Sediment Control
\ ` i (E&SC)permit and a Certificate of Coverage(COG)must be obtained before my land disturbing activities occur.
X \ '7 \\ \ �- '_ A wpy of the E&SC permit,the COC and a hard copy of the pion must be kept on site,preferably in a permits
\ \ \ .,�/ /. ............ / \ box,and accessible drain
\ \. ° \\ \ \ LAND.- / g inspection.
General Erosion Control Notes
� \ \ 2. Install�avel constructionm entrances silt fences,reinforcedadl fence outlets and wattles.
.....................
\ \ N \ \ .................. {.- ` �\ / -3. Finish clearing and grubbing any necessary areas on the lots as they me starred.
1.Only the areas shown shall be disturbed. \ OADSI \ \ '0 1 \ \ / i i 4. Begin lot grading an xcavaeon activities
2.All disturbed areas shall be grassed and mulched as soon as 4 ,I\ DI H \\ \ �'^ \ \ -s. Begin or continue with house construction activities.
\ \ \ \ \ \ \ \ \ e,�6�0 .'..''.. - �S \� ye/7 _6. Finish all rough grading and house construction.
possible and maintained until permanent cover is established. \�'a ''e '� \\ 2v,m
\ \ \ \ \ �N C \\ // ]. Install fine grain walks and patios.
\ \ \ .9 \ / / 9. Final finegradingoflot areas
a� \ \ \ `\ //V \\ \Q- p \.p��47 04,• _ R� \ 9. Final gmss,ng,mulching and stabiliring of lot In most cases this will involve the installation of sod on the lot.
\ / \ 2 0 � \ / The silt fence will remain in lace until the lot is sodded or stabilized and takes hold.
\ \ \ \ \ 15 tih\,0\ gro�� -:�, Ora o \ \ SEPT[ ---.„..----,N,
\\ h. o. \ - p Band se is
Pursuant to G.S.113A(3),provisions for permanent ground cover �( '` \ '''',:,,N.,
\CONSTRUCTION '� 4i4 9 44�Q 5~ \ \ \ s \ / 10. The contractor shall conduct self-inspections of the erosion and sedimmmtion control measures and complete the
p / \ \\ LIMITS 16 �� °O P y\�T•• / following combined self-inspection form found on the DEMLR website
sufficient to restrain erosion must be accomplished for all / \ \� \ __ /ntps://ww.degino.80Vaam.Tw disturbed areas within 14 working days or 90 calendar days $ \ \ -\ Lot Plan ~h�1o4r' ..3ao \ \ �� n q � ntrps.//www.deq nc gov/abnuvd�m:inn:/energy-mineral-and-land-remurcea/srormwamremrmwacer-program
- clue months ofcom I f shall be kept\7 / .AY GROY(D COVE \ \ q h s T0,8-- 2 ` \ \ �R Pete inspection forms pt on site and available
(whichever is shorter)following completion of construction. IN• CH WH PIPES oo •I R J \ •S •s for inspection at all times.It is recommended a copy be kept in a permits box.Ref:G.S.113A-54.1 through G.S.
?� ` �..,.DRIVEWAY 17 "N -- F,fy __/ II3A-57 Sections 15A NCAC 04A.0101through 15A NCAC 04E.0504 General Permit NCG 010000NPDES
1 / \ HAVE NINS LED .• \
PEN I \ 1 \ '�/ PICAL LOTS 3� \PIPE IN Lot Plan -NMN� /1� \ SENT _ -- �� for Construction Activities
A E �Y \ ` CH A" pp N \ \ \9 \\ Sell'insp f tl d' control measures are b performed t leas)once every seven
/ / CONSTRUCT!. DRIVEWAY 10 � was\-a N\ \ calendar days d within24 h f every - t of greater h I h.Any needed pa shall be
\ NTRANCE 4' PIPE IN Lot Plan •1 M �'•- \ made immediately designed.All ESC shall b d p fi d iv
DATE: L strength mono vain wlrerenca Wry Fence Eater Fabric PAGE: " / \ \ y9 CONSTRUCTIa• \\ \ I�i
1 \ \ . \ the cons, details.h'plan.A gauge shall b installed h project f g.
a'max.rand P oat c or b•/ V DRIVEWAY Lot Plan LIMITS / \\\ 12. Inspttrion and final acceptanceletters.Whentheproject-complete,h p - shall la DEMLR to
S1ael Pcs,�% 6Max.Extra etli neon hbrcvnmout Wre fence Wire Fence Wire P.M trench I I / / 57 CONSTRUCTION - ., PIPE IN "A" 20 �� //^ \
and Compact / / ENTRANCE DITCH DRIVEWAY \/ \' \ close out the E&SC Plan After DEMLRinforms M1 p f h project I 'rvspation report,
thoroughly
\ =f o., PIPE IN 21 / L the pmnmee shall visit`deq.nc.govAICG01"to submit an electronic Notice of termnation(e-NOT).A$120
1 Steel Post �� '`` DITCH 22 \ I \ \\ annual general permit t will be charged tit tree-NOT ha been filled out.
I
I pa pp. / / 65. � F4 a 26 !1�1 \\Plostic or 1;
MAI -$+ • ROADSID h� '''�' ASELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY
wire tiesI ta�4 f
/ / \ KI /yJ/'', /typ a DITCH 1/ ��/ \
t< Mp a�" / / \ v. 'LIP WfJy 9 • j' ,[ /� ciII NCGS 113A-54.1'IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR
1 n �,elo eMeo-erwn \ /\ \ \ COMPLETED AS AN EXCEL PREADSHEET.
A / ZQ's sTC (f� RIIPE INY 5� se a \ 25 "r/�� /•i 1 \ 11 1 )II -� AN ALTERNAPVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED
/\/\/��/�/\ NIV / PITCH / OTII fie J/ /y F \ \\`\ p EROSION AND
i '^^^ Cv / C RU N , rj\ / aFMENT _ // \� @ )) -.-.-... SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A
v \ / I NCAC 0GTA 0DN STATES THAT'...DOCUMENTATION SHALL BE ACCOMPLISHED BY
sown a4-mia'ea
Filter Fabric / \ \ LI eVa SILT T DAY GROUND COVER \ /Z \ ' IMPALING AND DATING EACH MEASUREl
OR PRACTICE SHOWN ON A COPY OF THE
1,Construct the sediment barrier of standard �p{y�OQM04WiATC111 //A. IN DITCH WHERE PIPES ) APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING,
2.Ensure that rengu+ore.ba svengmMy�ilc suer rabaca. CROSS SECTION VIEW \ \ \ I r ' I 'I At T }ENT ENCE •//'5154 / \ \=il�Ii• ,-
na.(rviglreranus \ g, 44 Y HAVE BEEN INSTALLED ROADSIDE /J
height
ofthe sesufficient enCeeMINS noteefailure eed24�rvemt to the length of the sl above the guru \ \ \ \ / \\ 'F � � ,) / FENC 53 (TYPICAL ALL LOTS) DITCH ` I I DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE,
may impound of Me ! \ ` \ J / 1 I 1.".
.... 1 PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION
�9.Construct ureyastenbric ntthhe Rer cloth am at�support post wdh 4 feet minimumnier to aoverlap to en joints
post. \ I 1 FEN\ ] . T)'Pl C••T. ON T-_ /I / / 1- CONTROL PLAN.'
fabric by wim mean fastened securely to tie upspe side a the posts.Extend nancer •� \ I I .SI�ACE \ .* �L ( LIMITS 52 5y` / \` / m l JJ
4.necessarthe wire mesh support to the bottom of the trend.Fasten the wire reinforcement, strength. inch or aipppe pert e \ \uired repairs imm.intely. •J OJ I l / I 17 •�, , w�rLE/ / O / - / / / I J I l/
s.w used, ama,umpe of the Wee pOst.Me or Wastic zio bee ehOred Irene a m mere�apan apapona ua ceenren Make sear,decompose, \ () / N_,. / / / \ /
6.Extra stsearely info Me nrgm filterabncwMefoot post spround a minimum of 24 a ln0 does not requlrea wire mesh support lenre.Securely 3.Remove sealmenleaeposNs as ve.replace nxe�saery to provide adequate� \ I ♦,'! - �Qg / I /3 , � � Ther„l otl
fas7.Eaten.filter cavate eeenbncai y posts.
nmeewiaeanaemcbes should have aminimum 21eeof dtensile
ane remaene trains a apes during e \ +� I I I EIN R I •„"•4 EFAI E _ / /� / \ / / �1
strength. fence.Take inn de fining the pressure on to \ v K\p1 is, FENCE ;WO .R t'STORMVyq 4 // +' _
approximatelych °p e P p p materials and ureable sealmem aeposla ""VVVeee I ( I I UTLET Re', EA,-
„- � TT' /� ay /,: /// •
I'.'�'.' "°" ". ,,,,
bottom a.side of Me trench. and bring.area to grade a....Patter Me conmb fie \ •i REI ORCE• �� _i 46/ l I •."'°�"--' a top
D. over the filter DINIC and compact.Thorough mmpaN oof the WWI la drainagerea has be properly biliaee. I \\ . / // '/ / / �." "" p
t altl8. epilto silt a�ce performance,12 inches of bde \ I I I SINCE �� \ l 6R'm�.�
a.moo,anecn filter abncmew a s. ` \ I 1 J/ / OUTI // / / // //' \\/ \ {}. ..- ..1-_-_�-_-
I\ .
..NC-Envir mental.sfin / /��'/,r/, /
......
I \ / ♦ / Cw
„„ T SILT FENCE \ \ �/
DATE: PAGE \ \ \ \ � ''' �/ / / \ \,,„,'"-- _� `• \ • T N= // / II l/7 /\ --r
Ptow�y Sal Sock/watts P a-I s Area
b he w 1 Other m.dals providing equivalent• erosive veacees may be subsetuct for \ \ \ \'� / N
\\ -\ \\ ` / PI / / /II fin, \ \ \ \l/ \ \ / // n u ns z Mn ' n t -rmrwgne.mpa, ` aT / \� \ \ l ll� I �/ / l W EStakes _ e toes do cut deform. �_ / (1'I r _'I .s SIP sockANattle(S)ShOUld be fists ed penlem \\ \\ \ \ \ \� \\/� �\ -�\ / / \ / NT ....aEDD�N beyond \ �A -\ / \-
aEDT1DN �10�ge fMa" \ / u flat areas should he Mcated at land disturb..The ends of Me silt I resin ..n e �\N\\ \ \\\ \ �/ / / / ��i /� �\ � �� // '��'1 ... J\�/ / I JtlE) > �. �4 I� :,tea W.
p gam. \ \� V\ \ \ � Y /// /�/���' �/ // H �1� \� ...\ �� ��� n°li�,lf
V \ \ / // / I ��� �- A/ �V� '` \ �� �� �� � a.. .. / � I I�I�I�p�\�.. �I�, '-12' =w..•....-
�... --- 1 tL A A{IL
nl n 1 4. Oak or other durable hardwo.stakes with a 2
II) kV in.x.2 inch cross section.ould be Miven
veNcally plumb,through the center of Me sin
Wood Mulch or of
st Trench in
4"Mon ▪ Mvfi eoWweMels p"l ceE In a4"inch /terval /�\\ \\\ \\ / / \ ///_\.\\\\\` / �J \ `- \ /
UN-R To N2Theigghht flog 5. possible Pesocks/watties are used on pavement,n when
e. -./
__,./ / /�\ ` \ \\� // //\/ \\ \` �/ // �� -\\ \ \� ` I �\\ .L ���`���:... \\ \ w...rv......,.o-....d.aw..n..w.�.,
NCHED a DN ,1.,..,G......0TDE.W.ro�..,0..%.,an,m r. \ \ \\ \ \ \ \�\ y \ \ \
ISOMETRIC VIEW 1. E °so ro etaea=;' ; d r - _� �\ \ �� /// �� \j � \ / \ \ II' \ \ ) ► 7\
MulchorC Socks i „Lra ,a firs z.l.a \ \ //� \ \\ sir �� \��\ \ \\ \\
for PreaTo M.Ignpwm.t.r n) a(Ifxnn)L(♦.wwnm)A.non) )a 2. M1Neteem• reU,.rePlanced if clogged r \ \\ \ \ / \\
9be� adequate
\ \ \, , �// �\ \\ '` 42\ \ �; ///i \ \ �\\` 1
aneMR� glut Sock/MbnetO(a1�e (BSF)(2en2aFm) F.x .r 1re.o •
e9eesuretntha /^\ � \ 1`
the (bsom) ('.wsrom) (scum) s salt. \ \ / \ \\\ `� / \ \ y/ \ ` ` �� /%� \ \\ �`1\1 \ ` ` ) I \ ` 1
I,�m.p.Flo. to p a - 1
gm,n a gm;ft pm;nsd :, \ \ _ _ � // ^ 1 l l
SILT SOCK/WATTLE FOR PERIMETER ANea�a eCi�.me°'` are, _
Tee diameter aged
a 4. Reinstall m
gpmin a pw,ale,aha
(a4 a. c;a p2a, �a74 asmma� aacdt a
mD INLET PROTECTION �_ 7
rebaa Pa eemlyamd \ J `
CTION \ �� \\\ \_ = ��/�� \/ / / \\// �I �}i` \� / ,�. A /� ' I I a I111I I ) i I I
/ \¢/ 1 \ \
•� \ • ` / //\\ �/ / /\ \ \ I 1\\\ ' % \ \ „ I I I 1 I I I I I J ) \ ,
DATE: PAGE: I L / / \ \\ \ \ / \ \/ z- \ \ , f, 1 I t \ \ ` \/✓7 v (( //./ / I I I I t I a I I I I I I I I 1 / / / �� \ \ '//'11 AI /r I/�
DATE: PAGE: DATE: PAGE: PAGE E / o L
h, 1- = - f.- 4'MIN. - FENCE TOTAL DISTURBED ACREAGE: 1.83 ACRES
R R R It 1 � � �� �� \ + - EROSION CONTROL
N ROL PLAN
55FOR LOTS
It oUs 1f R 1 Co MOUS SOUS f= SOUS% %' Oils SOUS HOUs ,P A
\ � TTrt� R .,,. . Tr °� \ °a DM IN
WATSON RIDGE
EDT^^^ o� r7 r M w
'�'�'�'�'�' • • •• • • •
PHASE 3
Notes. i Y Y Y Y Y Y Y THE WASHE sr
LEGEND 1 If needed,Tree Protection fencing should binstalled along the buffer zone wetland .. riririviolo• s
boundary and/or around protected t providing radius of at least 1 25 feet far each T Y Y Y Y Y Y Y
DIRECTION ., WIRE FENCE
I"` I"r"r"047047r"r"r►
FLOW inch of trunk d ameter \'-;Y'� Y7 ��Y Y Y ��YZY-�-� HARDWARE CLOTHFRONT VIEW FOR
2.Install Silt Fence on the low elevation sidesf each lot.Install Silt Fence outlets shown on _ 'ry,�r ••• r r Y
schematic/diagram and field adjusted,i necessary,for placement at low pools If lots are $'r- 4 1 � FILTER FABRIC,
BURY WIRE FENCE,
SILT FENCE
DITCH
� � contiguous and have different land owners or binders each lot should have individual SIR / aMn r'Yly� C rr 4�Wi. WASHED STONE ANDHARDWARE DREAM FINDERS HOMES, LLC
Fences 'vrrrrrr
SILT FENCE OUTLET ® 3 Install required Silt Fan.within to feat of property line to ensure there is no conflict with / by A�,_y '.�y-`r ,. y ARTMI..l
FILTER OF
CONSTRUCTION ENTRANCEseptic system It's the responsibility of the builder to ensure the installation of sediment Yy Pea•4`a NOTES: INTO SOLID GROUND
control measures does not impact the septic system and repair area(s). - •• \ ON xs7� GROUND 1.Hardware cloth and 9 POST
lEshould ovetlaY the silt fence at least 12 JOHNSONVILLE TOWNSHIP HARNETT COUNTY, N.C.
4.At least one Construction Entrance/Exit is to be installed per lot \ s Inches. SCALE 1"=100' JANUARY 2024
5.Waste bins and other areas dedicated for managing building material waste shall be at Construcion: Maintenance: q 2.Stone outlets should be placed on low elevatlon areas of silt fence
least 50 feet away from storm drain inlets or drainage ditches unless it can be shown that 1.Clear the entrance and exit area of all vegetation,roots,and other objectionable 1.Per NCG-01 inspect at least once a week and after each 1 inch or and based on field conditions. GRAPHIC SCALE
0 other alternative exists.If this separation cannot be achieved,these areas must be material and properly grade it. greater rainfall;make any required repairs immediately. !\ MAINTENANCE:
contained behind Silt Fence. V 100 0 50 100 200 400
fi.lnlets downstream of disNrbances should be protected;streets should be swept when 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 HBURY WIRE ARDWARE D p..0..uppNTRENCHn 1.Per NCG-01,inspect outlet at lest once a week and after each l inch or
sediment from the construction activity is present smooth it. from leaving the construction site.This may require periodic greater rainfall event complete any required repairs immediately. ENGINEERS h - II
T.InletsDetai dowsitr Fen.,Silt Fence should
Entrances and obeswetwhenere 3.Provide drainage to carry water(oasediment trap or other suitable owlet. ftopdiessingrom
with conchction 2.greater
nstone when sediment accumulationexceedsmmediat. 'VI •
provided on Silt
ill Fan.Eroslons,Consd truction
ment central detallsareher not drawn to
4.Use geolexline fabrics In order to Improve stability of the foundation In locations 3.Immediately remove all objectionable materials spilled,washed or SECTION view 3.Keep mesh free of debris to provide adequate now. PLANNERS16.
( IN FEET)
subject to seepage or high water table. tracked onto public roadways. 4.Remove sediment when half of stone outlet Is covered.
L__ ... _-_ scale. TYPICAL LOT LAYOUT WITH ROADSIDE DITCHES 5.Replace stone as needed to facilitate de-watering. 1 inch= 100 ft.
SURVEYORS..\NC-Enviry,mental.jpeg REITZEL,INC. 115 BROADF00T AVE. FAVETTEVILLE,N.C.
MOORMAN,KIZER&RE
NOTE-DIVERSION DITCHES AND WATTLES WILL NOT BE UTILIZED IN ROADSIDE DITCHES CONSTRUCTION ENTRANCE/EXIT I 910)48
SILT FENCE OUTLET MOORMAN, KIZER & REITZEL, INC. PHONE(ER&RE4-5191 FAX[phone] LICENSE Y F-0106
LAST SAVED:1/25/2024 8:51 AM LAST PLOTTED:1/25/2024 1:35 PM PLOTTED BY:Dennis filbert FILENAME:G:\CURRENT JOBS\H E H CONSTRUCTORS\23-1367-01 WATSON RIDGE-EC\PLANS\[e-mail]