NCC232378_Site Plan or Location Map_20230809

tmfs", CONSTRUCTION SCHEDULE General-All measures will be inspected and crrtec0ons retie after turn producing Malls,or at least once k minimum.The builder will insure that the ce O owOPEE\l pecl pro g rainfalls, per wee
OPa"�"p0 apt EFh� 1. Obtain all Necessary permits and plan approvals.Erosion and Sediment Control activities on any particular lot do not ativersely affect any of the installed erosion control measures.If lot construction dictates,measures wall be reloca tl on Me lot toinsure
(E&SC)permit and a Certificate of Coverage(COC)must be obtained before any land dietubing activities that the potential for ire,seeding
moon is eliminated as much as possible.S.fences and gravel construction entianres will be maintained as suggested in Me erosion
cent.A copy of,he E&SC permit,,he COC and a bard copy of the plan rust be kept on site,preferably in a mntrol manual.Sodtlin g,mantling antl mulching will t e maintained m insure proper S.ground stabilizing ceonst
permits box,and accessible during inspection.
MT( 2. Install gravel construction en trances first,then silt fences,reinforced silt fence outlets and wattles. Gravel Construction entrance-Thegreval pad shouldremain inawnditirnfoprevent mud or sediment from leaving the consWctirn Bite.This may require periodic loptlresaing will
O� 3. Finish clearing and gabbing any necessary seas on Me lots as they are slanted. 2-inch stone.After each rainfall,inspect any structure used to trap sediment and clean O out as necessary.Immediately remove all objectionable materials spilled,washed,or SODDING
H 4. Begin lot grading and excavation activities trucked onto public roadways, DATE: PAGE
g 5. Begin or continue with house construct.accvites.
6. Finish all rough grading and house construction. Silt Fence-Sediment fences should be Inspected at least once a week and after each rainfall event.Any repairs should be made immediately. Damaged or u d sediment
fabricLAY SOD INP yy STAGGERED
7, Install driveways,walks and patios, should be replaced promptly.Any sediment deposits that build up against the fence should be removed and disposed of properly to insure that the removed sediment does �•,
0 8. Begin fine grading of Mt areas not wash beck against the fence.Adequate storage volume should be provided for behind the fence at tell times.Take care to not undermine Me fence during neanout ••" "" "" "D" 'E' 'F' "G' 'H' .. ewer o Nora YOON
9, Final grassing,mulching and stabilizing of lot.In most cases this will involve the installation of sod on the lot rpa.... --
The sib fence will remain in place unlit the lot is sodded or gmsmNg is stabilized and ekes hold. Sodding-The sod should be properly maintained to insure Mat the grass take holds In Me areas being secured.The sod should be watered as necessary to maintain adequate It ¶ y y .11 fr. G : Rx 'S I P ✓/ % % ^" SHARPENED MASONS
lot The contractor shall conduct self-manectioas of the erosion and sedimentation control measures and complete moisture In the root zone antl prevent dormancy of the sad.The sod should not be mowed to close,since Mrs could inhibit adequate growth and stabilization of the root bed. RI A A \N %-
FOR NCK1NG DOWN Rif
Ihe following combined self-inspection f found on the DEMLR websih The and should be limed and fertilized as per soil type recemmendations and type M grass recommendations when and O possible. ll 4 /7 MIMING
h0oemIles.vago ieslDEq/Energy%20Miveml%d0evtl%20Lavd%20Resources/StormwaterMP of
I PIECES.
General%20Permit.DEMLR-CSW-Monitoring-Forms-Rev-August-8-2U19.pdf.Twelve months of complete Greasing and MUIching-The area to receive grassing and mulching should be properly Mr01¢ed and limed as necessary as Sr initial step in soil preparation.Once the grassing has II 'T 1L •4 onus W ,fi HODS p
Otte "y,4 � ,nspec on forms shall be kept on site and available for inspectiont all times.It is recommended a copy be been placed Me area should be maintained as needed to Insure that a a re germinaang properly.My bare raid be tel and reseeded as soon as I IMIMI cceasmLv
W�Lfi� Q..^ kept in a permits box(OS 113A54.1(e),15A NCAC OM 0131 NC001 Part III Sections A and B) possible.n,Me time of year does not permit Me establishment of a permanent grass,then a temporary grassing should be used until Me growing season permits Me use of a I J I % Ti 91
P� SITE ei\ II. Self inspection for erosion and sedimentation control measures are to be performed at least once every seven permene grass Gs ,J L. J `.] L J
calendar days end within 24 hoots of every rain event of bracer than 1 in=h.Any needed Pa shall be v oA. Yr� -ROAr AT -Hu AY -Roaowav -HUA. AY -HUA.IA', -Hu AT -Ro> AY n^ `n made immediate) designed.AU ESC measures shall b J specified in Wattles Wattles shall be inspected after significant rainfall events Rills or gullies unstops of Me wattle and any undercutting s to be repaired.Sediment deposits that impair Me 'A LED
VICINITY MAP v to maintain measures am gn as filtration capability of the wattle shall be removed when Me sediment reaches one-third M Me wattles functional heeboard height Removed sediment shall be deposited AMA a INLET
GE OF CURB
the construction detlmson this plan.A rain gauge shall be installed at the ptoj f - ring. Me protect nauchaweyMm Me sediment snot subject to erosion by wind or water. G IuR Notes u ,� '
Not to Scale 12. Inspection and foal acceptance lacers When the project is complete,the perm es that contact DEMLR to 1.If needed.Tree Protection fencing should be installed along the buffer zone,wetland
close out the E&SC Plan.After DEMLR informs the permitter of the project close out,via inspecton report, Reinforced SG Fence Outlet Remove sediment de de adequatevolume for the next Mnto reduce Me fence/outlet Take care to boundary and/or around protected trees providing a radius of at least 1.25 feet for each
deposits as necessary prow storage vo pressure on
Me perm.°shall visit"deq.ne.gov/NCG01"to submit an electronic Notice of terination(e-NOT).A$100 void underminingMe fence during leanout.Remove and stone as necessary becomes clogged with sediment.Remove all fencing materials and unstable LEGEND inch of trunk diameter. 1191
gc p ryes it gg gma ry�'�
stoat general permit New.be charged writ Me a-NOT has been filled out sediment tleposlLs antl bring the area to gratin antl stabilize it after the contributing drainage area has been properly stabilized. 2.Ische Install Silt/Magna on the low elevation sides ofeach lot Install Silt Fence outlets shown re I II NIB.
DIRECTION
FLOW sences.rJtliagrem antl field adjusted,if necessary,for placement a[low points.If lots are et nl 11
A°SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY NCGS It3A-54.1"IS AVAILABLE FOR �I��k -, ,- contiguous and have different land owners or builders,each lot should have individual Silt L.
TO ACHO/E FIRM OF r PS NEEDED mow widsu THE son
IS ESTABLISHED IN
USE.IT CAN BE COMPLETED BY HAND OR COMPLETED AS AN EXCEL SPREADSHEET. SILT FENCE OUTLETGROUND STABILIZATION Fences. worm its WATER WELL. 2 3 WEEKS SE,.
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED EROSION AND SITE AREA STABILIZATION ENTRANCE ® 3.Install required Silt Fence within l0 feet of property linemensure there is no conflict with sod Txs sop is MOWER HIGH 12,t.
tan
EXCEPTIONS septic system.It is the responsibility of the builder to ensure the installation of sediment
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A NCAC 04B.0131 STATES THAT DESCRIPTION TIME FRAME control measures does not impact set t and re APPEARANCE OF GOOD SOD
"...DOCUMENTATION SHALL BE ACCOMPLISHED BY INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ONcoos INLETpar pis system tie peso area(s).
PERIMETERLES, CHES, NONE 4.W least one and
herare s dedicatedifIs to be installedper lot.
A COPY OF THE APPROVED EROSION ABS SEDIMENTATION CONTROL PLAN OR BY COMPLETING,DATING AND SIGNING SWALE L DITCHES& 7 DAYS 5.Waste bins and other areas dedicated for managing building material waste shall be at ry'II
AN INSPECTION REPORT THAT LISTS EACH MEASURE,PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION SLOPES least 50 feet away from storm drain Inlets or drainage ditches unless it can be shown Met I�III//�„
ANDBEALTNY MOWED Kr
AND SEDIMENTATION CONTROL PLAN" HIGH QUALITY NONE o other alternative exists.If this separation cannot be achieved.these areas must be VVV a come Hew. A
WATER ZONES 7 DAYS contained behind Silt Fence.
(HOW) 6.Inlets downstream of disturbances should be protected',streets should be swept when TeO0000000 near xnOArvo
SLOPES STEEPER IF SLOPES ARE IO' sediment from the construction activity IS present.
General Erosion Control Notes ..INC-Environmental.jpeg 7.Details for Silt Fence,Silt Fence Outlets,Construction Entrances and other measures are ROOT ZONE.SOIL MO ROOTS
NOTE: THAN 3:1 OR LESS IN LENGTH provided on additional sheets.Erosion and sediment control details are not drawn to scale. rsrvsa rsrrr MAT FrasTssnmx
shall be Pursuant to G.S.113A(3),provisions for permanent ground cover sufficient to restate AND ARE NOT provi
1.2 As onlestusrbeasereas"shall be grassed antl must be accomplished for all disturbed areas within 14 working days or 90 7 DAYS STEEPER THAN 2:1,mulched as soon as possible a.
FFFFrrivE ne ,t,2/202p TYPICAL LOT LAYOUT WITH CURB AND GUTTER
p anent cover is establishes maintained anal calendar days(whichever is shorter)following completion of construction. 14 DAYS ARE
ALLOWED
SLOPES 3:1 OR 7 DAYS FOR
FLATTER 14 DAYS SLOPES GREATER
THAN 50'IN LENGTH
ALL OTHER AREAS NONE(EXCEPT FOR
WITH SLOPES 14 DAYS PERIMETERS AND DATE: PAGE:
FLATTER THAN 4:1 HOW ZONES) DATE: PAGE:
silt Sock/
�� I Wattle
/ OW Flo .I substituted Area be equivalent protection
P a erosive
l u,-Iuse in silt..or
Ir ,z II ,'I n:nE sdonotcompost
Warn.
PI'
SECTION SECTIONto
gra es Stakes 3. Silt xf ofa
Q ' ope Solt socknArattle(s,located below
g Me
�,✓ / - \`GQ' / •I I I I Iliititik 'fo 4tid 00 RObence The ends of Me sr
ma land .l�i>noua n>,umea slightly..
/ / \\ �%\ J/ ; j J QJ I I,I-1 I-1 I,I 'Witt• gtra* measmm gene areas Me
4 oak or oNer ble hardwood stakes with a 2
1 1 ` .1 1 1 1 1 1 1 1 1`I
... "_ .n.x 2 inch cross section should be drwen
optcally plumb,Mrough Me center of the allt
A\ V 1 ,,, ---�� / 411411•Yr'IrYr 1-14..1-14..11 1-14..1-14..1-14..r t.0 sock/wattle Stakes should be placed at a
' I - ` ..... - I:1;IP,'�-. . •I I I I I I I I II II 1. maximum Eternal of 4feet or a rnaxaroxn Interval
nor
Wood Mulch or Compost
TO 1/2 height of log
r 5� / --- \ / \ f S MnS }!'y I I I I;I I I I r I USOMErcHEn INSTALLATION ,.,. cope ae,am too' r�mum..u. 6. In the event staking is not possible Oe.when
>a r heavy
unoff O / / �� l Y �' 't a-b1 I/ I I I $f' pavement)
�OP ,'�� / ,` \ l �z \ _ / 2 a Dpal>.A re cow! =Y•YrYrYr . ,�• ISOMETRIC VIEW MAINTENANCE
g 1 Inspect sIll sock/wattle at least weekly and seer
e !! d� for aMPrm«xINITI FLOW T asa0CUMPlated sed.ment and any(le,.as
row 6 d
) 4each 1 inch or greater ranral/Remove
nee
to
p
��/ // I / / �ta 1 Clear
Maintenance: ttraencbea Socks
1l p rare n• �t twp esI esan.l tma�.nt nsom,t 3 an.must be clogged a
�\ 112 / \N / 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 sneer FlnwvPrHected
the el,
material and properly grade O. greater rainfall;make any required repairs immetliately. If sanding becomes excessive,Me silt
d \ / \ \\ 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 Langtry zxt neat rrzemt pns.t pce.t Hose) a
/
`�O lit
16j/^\ \ ` �' ��---�--- smod lt. from leaving the construction site.This may require periodic wan Area weals
v� / \ 1 / \ 3.Provide drainage to carry water toasedimeebnt bap or other suitable outlet [opoediatng wim000 colstone. m...>n wl. Samuel na,umnnl uaslnMml pet Oust 00050e1 ehan be>inee.ded aril land
0 _ J �' \ \ \\ / 4.Use geotextlle fabrics In order to improve stahllltyINMefoundetiro in locations 3.Immetliately remove all objectionable materials spilled.washed Of compete am the area above the
�� 6 , , I --___---_ subject to seepage or high water table. tracked onto public roadways. "s^mu"rl°' r.sel..m nawmm,xoarmm xz.swmm w.oeP.m 6 m'•eure has is
permanently stabilized
�`y I 1 I SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION
I �� ^1 I i f `t i \ CONSTRUCTION ENTRANCE/EXIT l,:,P;aon
\ �� ( ) i % /
$. 1 / / / / , // 1 I \ -"\ DATE: Wire Fence Finer Fabru PAGE: DATE: I I PAGE:
` \ /// // '�f / /' -'^ J�� \\ \ \ \ 1/ Oest0 F Strength with hots , 4MIN. FENCE
1111\
// / 182 SPACFy�� / // �i/ ��'- \ \\ \\ \\ I /�-- «t� wM>x.Extm> a d«wtlwMwremn wire Fence Pa Wire , , e compact e v - �saTv
'�� �/ �- v1/ 11<1 / ) ,.N A A, II I �_ a. a g Po Wire _�� aroagh„ Upel� '''.1 I I I I I I I I I I I I I I I I I I I I I I I I1I
��' 1 �\ 110 109 108 11107 106 1 ' '\ ' I / Pa.or Wireee> g '/ 4Mr,
V ----�.\ \ 43 u- ) l\ 102 100 a" MUST BE AT LE
GPDFaLTFENGE 105 1 4 103 101 / i HEwBHEDaT
ffi9III
/ \ AS I 194 193i 1aengMatre "" In. STEEL FENCE
-- TTnn N- s it / \ yI
- \ --�- __-.1L RE -ED \ �,, /� ON,SA!€€BYWAY ` / �\ J lWIRE FENCE
I I • \-Filter Febnc 1 / FRONT
FENCE ";,•�" , ENTRANCE" \ 1 ) °a' l �s�iaMeaedimembanierorManaaMaeengMorext M caosss9cnorgvlEw HARDWARE CLG �auavwREFENCE
rgTLET d il'44F t� r' -- \ _ / ra M MenaigntaMe dirt fence does exceed n synthetic
d.IHign DTHINTNENGH
t• T .-=",•' \ 'SA E�Y 1 maylm�and.clam of water sufficient ire:the �ra�e:rlerNarN,elM.wn>1tlMaFILTER OF/t57
C) $ \ �4m', jr ( \ 1 / LE �YAY / / / r'litfaasten°efi`M°;dothaonOatauppeds wiM4MetminimumoveraptoMenextPM WASHED STONE MAa"H
TER
28 (f\ % epk ��er-r•,'`"� \I 113 \ \ //�� / re�haersobd"byremeah Maned reysotbeaplpaideofMeats.E d MnMnan« oaotmGRONN
Q / M ^ma x SILT • 1 114 \ \ I
/ 1 1 / "Norco o-.'r7r,f enmewrereinfor"e"°' nsom"on pa ge 1'�'""eedimemten"e>atlee>1 pn"eeweekene aaer eecbl GROUND NOTES: yTOSOLI MIN. AND HARDWARE
/ n�:( �� O \ \ J 1 I / "11ffD J reMaataapties shoals have amimmammpoand tensile ae�ngM should dIInch or 1.Hardware cloth end gravel should overlay the silt fence at least 12
Cl...,
.- t, CO
. C // , en.is used.s s a maximum a 8 Me aped.supports shoe a rya ,tear.decompose. o Inches.
/ u\''' z, 45 '► coNsrRucrlDN LIM 1 1 I / / / 'i , a"mlMmam e,24 Mpne:'O8 r8s
-` 0*' �� - IS \ --- / / / roureyb 2.Stone outlets should be pieced on low elevation areas of silt fence
G g a E $
' .,.� a \ I / / / ��' uasuMr"wma soot steps"mae4Iler irea•anrnnaa7mof an"es m antl bases on rem conditions.
29 / ,i '-d, A 1\G r: y/t'• F 0 o g b airs rop"m wa"r
/, �L � 421123 14 / 1251 / 1 6 //, yy / pe icraplk>anwlena aminimumo 6Nproneran>ile fence Take re avoid uneem g e fencee g `\\ MAINTENANCE:
e for
ce
S,()Mt'' FILCEE$ / ti31LT- CONSTRUCTION I I / f ( e-127-_ ___. / ,f 1/ merely 4 inches wide and Birches deep along Me proposed line of the posts and BURY OF1.Per NCG-01,inspect outlet at lest once a week and after each l inch or
/ s`- Elryfpl� ` ��ALFENCE tE . ` / / / / /• ndng ineffective,
als alnd unreslable sMi emtlenposits HARDWARE CLOTH FILTER FABRIC IN TRENCH greater rainfall event.Complete an required re ai mm.letel.
\ \ 40 �.yV 1\.EM yL.. \ - m 1 / / / ,- - / / , 6. a bottom and side of Me trench Thorough
after con... 2.Freshen stone when sediment accumulation exceeds 6 inches.y
7 t FENCE- ✓� / / q r e filter talons p 9 umpaPion of the band a
30\ \ . 6 G -- tP I / \\ _ -J/ / i / / / / / drainage a has been properly stabilized Cntical to silt fence performen.. 3.Keep mesh free of debris to provide adequate flow.
�` f \ _ -- / / / -- �`� / / , onot euaul xamg true. SECTION VIEW 4.Remove setlment when half of stone outlets coveretl- j `% w .p ONs uRT eT0N. t � \ - __-_ / / / /! _ _'y/ /// , e = .MC-EnvrrAxle. S.Replace sNne as neetletl to facltate tie watering
o - 39Ro ,j� 1`l Ii- -� 000 -° ,.w .'' �- _J - / / / ,/ 0, , \NCEnWmtnenlallpti rrrr�r„rnorrl„�, n SILT FENCE OUTLET
47 ���!' 58 >e ../,/1/ / !- _-___,-/
/ Air,,,,,"D n SILT FENCE
--- .•t, ",,,,,l.4.,-�__ �_ �j'�!--CONSI UCTION ItNCE Ar - / ��' / / / /
'L` ,�-� ___-38' _-\��t '�---- -----1,---,---'
-Rswof QED_ , -_ , / ; '/ / /
- _ ----_- - - -- =54 ��\ / / / / i� J / / The Slicing Method
__ `sir='� -- - Q L �6 7� � ��- --ieo �� 1� / ' ,-6.9 /� i Fau.e.e.a
- - ��� Ems\ Ir, Da to ��t• ALE y'�1�o 135 130/ / /' /
71� - .'a- RarvEolLr00%�\C` GGN6TR .� -`` Air
N 934\ y33 131 _ �/� / �!, �,°//, �' ry F.n 1
A - 5B moo. ,h2 - �w POST PAGE 1 of 2
-ems = ----- -39-SA '( --^\\-�� \= •_ \-- CONSTRUCTION oin� -- �_- -154. -' /'�_�i`' //� 68_---- _>'\ N. ,re' roe
_'� ,_�\`\ SQ �Ao rs•Dam TOTAL DISTURBED ACREAGE:1.80 ACRES
_ � LOTS 44-47,136 8.138
�' t0 \ � • ��. - ---- �� m sews
l ITi-ITi IIIt LOT DEVELOPMENT PLAN
- -- - _ _ �'67' I I I I=III=III=
��- / -- _-- AO-.--59- ��� 111 a ITi=ITi=11E ATTACHMENT DETAILS
EROSION&SEDIMENT CONTROL
---- s, fbi-------.
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_Tr OF• ' / =_ �3_ ---- _-''_ -:: m = m I L,�Po.,almMawa�: vlh The Preserve at Lake Upchurch
'SF� --- '----E--- . __ \ -a - - _-58 S r , ' I1 III III 11E am.
'� - - - �I E� il-,��----_ --E /. II HHI II III 11 1
N.a �.. - -\\ ,- -- _ / , �0• %<, 0 54 1 - _ _ i a i 60 - ' ; 66 - • WET., III IIE= IIL..III=11E U,a ru taoa,w,.a.,.. "'�'"'" Phase 2, Section 3
` \\\ � \' /' _ �•-, '^\ �\ \3FMF \+:._ - �$,--���� ���. 7 / l - �,allm.a,ao,.gw..M. FOR
�� _-_ -- DREAM FINDERS HOMES LLC
,.- ID
\ wftliANDs �\ �--- I / 65 ""`n"' ROCKFISH TOWNSHIP CUMBERLAND COUNTY N.C.
- N-
�i t , --- •- - •- •- -� �, // -_2�'.-11 I\ . , tar wMo" SCALE.1 =100 SCALE JULY 2023
r� , «� GRAPHIC
/ -.- -97-A.NpS WETLANDS \ •PEN ' / _ - i
/. Av - _ = �'� -� 'SPACE I� f I 64 -- - itakIiDA. 11 ENGINEERS J O
=0 v 61 z%' IIlu 1i1 1 %�2• PLANNERS
(�IN FEET)
\ __ ,cam =n-111= =y 'il- + sat..rt.I1os SURVEYORSWII
l inch= 100 ft.
H P''w'"I $or°°°"'1 MOORMAN,KIZER&REITZEL,INC. MOORMAN,KIZER&REITZEL,INC. 115 BROADFOOT AVE. FAYETTEVILLE,N.C.28305
05e1e1'""""""'�Osassssi"'taaossatoessose" PHONE[phone] FAX[phone] LICENSE F-0106
LAST SAVED:7/18/2023 3:35 PM UST PLOTTED:7/18/2023 3:37 PM PLOTTED BY:Dennis Gilbert FILENAME.G\CURRENT JOBS\H&H CONSTRUCTORS\18-1367-02 PRESERVE 0 LANE UPCHURCH-EC\PLANS\PRESERVE EC-LOTS 44-47.136&138 DWG