NCC232448_Site Plan or Location Map_20230815

1phs� CONSTRUCTION SCHEDULE General-All measures will be inspected and cortecfions made after runoff producing Malls,or at least onto k minimum.The builder will insure that Na ce
�`N cos oc a peen pm g rah per wee
C pO apt SFN� 1. Obtain all necessary permits and plan approvals.Erosion and Sediment Control activities on any padicular lot do not ativersely affect any of the installed erosion control m awe.If lot construction dIcla50 will
measures will be relocated on the lot toinsure
(E&SC)permit and a Certificate of Coverage(COC)must be obtained before any land disturbing activities 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
occur.A copy of the E&SC permit,the COC and a hard copy of the plan must be kept on site,preferably in a mntrol manual.Soddin g,Beetling antl mulching will be maintained to insure proper ground stabilizing rover.
permits box,and accessible during inspection.
0 T( 2. Install gravel construction entrances first,then silt fences,reinforced silt fence outlets and wattles.
FE 3. Finish clearing and grabbing any necessary seas on the lots as they are started. Gravel ConsWmion Entrance-ns gravel pad should remain inawnditionteprevent mud or se
prevent leaving the construction Bite.This may require periodic toptlresaing will
nt 2-inch stone.After each rainfall,inspect any structure used to trap setlime a.clean h cut as necessary.Immediately remove all objectionable materiels spilled,washed,or SODDING
H 4. Begin lot grading and excavation activities track.onto public roadways, DATE: PAGE:
rc 5. Begin or continue with hone concoction activities.
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 decomposed fabric yy STAGGERED
iii
]. Install driveways,walks and patios, should be replaced promptly.Any sediment deposits that build up against the fence should be removed and disposed of propedy to insure that the removed sediment does �•,
0 8. Begin fine grading of lot arras not wash back against the fence.Adequate storage volume should Sc provided for behind the fence at tell times.Take care to not undermine the fence during deaneut ••A• "B' "C" "D" 'E' 'F' G' 'H' V ewer o xoia YOOAoT9
9. Final grassing,mulching andslabil icing of lot Ic most oeueo them,ll involve the installation of sod on the lot operations. �� "-v
The sib fence will remain in place unlit the lot is sodded or gmssng is eon)tied and takes hold. Sodding-The sod should be properly maintained to insure that the grass Wks holds In Ire areas being secured.The sod should be watered ce necessary to maintain adequate R ¶ y y tt frG G : R 'S I P 71 ✓/ ^" SHARPENED MASON'S
TROWEL BA HANDY TOOL
10, The contractor shall conduct self-mset000ns of the erosion and sedimentation control measures and complete In the root zone antl prevent dormancy of the sad.The sod should not be mowed to close,since this could inhibit adequate growth and stabilization of the root bed. R lee % %
i FOR TUCKING DOWN TIC
the following combined self-inspection form found on the DEMLR wehsite The sod should be limed and fertilized as per soil type recemmendations and type of grass recommendations when and g possible. III I4 /7 TRIMMING
https://www.deq.nc goy/about/divisions/energy-mineral-and-land-resources/stormwater/st0rmwater-program PIECES
ft
/nodes-construction-program.Twelve months of topyhecomplete inspection forms shall be kept on sae and available Grassing and Mulching-The area to receive grassing and mulching should be properly ferrl¢ed and limed as necessary as an initial step in soil preparation.On.the grassing has rrMI T aIL 'HODS W .% HOUS o
Cs1e 0"y,4 � for inspection at all times.It is recommended a copy be kept in a perms box.Ref:G,S.113A-54.1 through been placed,the area should be maintained as needed to Insure that a a re germinating properly Any bare should be repaired and reseeded as soon as I I MUNI cceaamLr
W ®SC VIEW GS113A-5]Section lSA NCACO4A.0101 through lSA NCAC O4E.0504 General PennitNCG 010000 possible.If the time of year does not permit the establishment ofa permanent greas,Nena temporary grassing should be used until the growing season perm.the use Ma L L.,
^ SI,t,Eyi4'� NPDES for GOnsOticG A permanent9ren. cs OA, -ROAr� -Hu �� HUA. AY -HUA, u AT �•fn I I. caleSelfndar
days
andns d.of dory tin control measures are to be inch An)ed need d repairs
ors shallevery seven Wattles Wattles shall be inspected after significant rainfall even Rills or gullies undone of Me wattle and any undercutting s to be repaired.Sediment deposits that impair Me AY ROADWAY AY AY
pia I d day d F 24h f y Iofgreet M1 inch An)needed pa shall be
VICINITY MAP - re. nlo-aaon capability of wants Shan be removes when the sealmem reaches one-third or the wattles runalonal freeboard height.Removed sediment shall be deposited wimin I{r a INLET
BE or culls u I
J d'' ly i ri designed g J.All ESC 'p o b - J ' ing. in the project n such a way that oe sediments not subject to erosion by wind or water. LCUR T LEDGE Notes
Not to Scale M1econstruction details on this plan.Aangauge shall be installed at the project site fi truing. 1.If needed.Tree Protection'fencing should be installed along the buffer zone,wetland
12. Inspection and final acceptance letters.When the protect is complete,the permittees shall toner DEMLR to Reinforced Silt Fence Outlet Remove sediment de de title lame for the non ran to reduce the Take rare to boundary and/or around protected trees providing a radius of at least 1.25 feet for each
closeout the E&SC Plan.After DEMLR informs the ofclose out,via ins poste as necessary to prow quote storage volume pressure on LEGEND lit permieee o project -NOT).report, avoid undermining ee fence during cleanout Remove and replace stone as necessary as it becomes clogged with sediment.Remove all fencing materials and unstable inch of trunk dce on tr. ryGII'�
the pem,ittee shall visit"deittbeov/NCGUI"to submit anelectro,dc Notice of termination(e-NOT).A$100 sediment den°.and bring the area to gentle and stabilize it after the contributing drainage area has been property stabilized. 2.Install Silt Fence on the low elevation sides of each lot Install Silt Fence outlets shown on I I,,II II annual general permit fee will be charged until the a-NOT has been filled out. DIRECTIONFLOW schemabdtragrem and field adjusted,dnecessary,for placement tit low points.If lots are 070 ACHIEVE FIRM el
GROUNDSTABILIZATION contiguous and have different land owners orbmlders,each lot should have individual Silt CONTACT ne,H'L. WATER iOneElt,
SITE AREA STABILIZATION mow tnatErt THE SOD
IS ESTABLISHED IN
2 3 WEEKS SET THE
SILT FENCE OUTLET ® 3.Install required Silt Fence within 10 feet of property line to ensure there is no cotmictwith sot so.AS`TM oo la MOWER HIc lz at.
EXCEPTIONS ENTRANCEseptic system.It is the responsibility of the builder to ensure the installation of sediment
DESCRIPTION TIME FRAME control measures does not impact the septic system and repair area(s). APPEARANCE OF GOOD SOD
CURB INLET
PERIMETER DIKES, NONE 4_At least one Construction Entrancelhe,t isto be installed per lot.
A°SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY NCGS 113A-54.1"IS AVAILABLE FOR SWALES,DITCHES& 7 DAYS 5.waste bins and other areas dedicated for managing building material waste shall be et
USE.IT CAN BE COMPLETED BY HAND OR COMPLETED AS AN EXCEL SPREADSHEET. SLOPES least 50 feet away from storm drain Inlets or drainage ditches unless it Can be shown Nat A
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED EROSION AND HIGH QUALITY NONE no other alternative exists.If this separation cannot be achieved.these areas must be ,1,�1 °NDx 'rvo ieiN04Epgiss
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A NCAC 048.0131 STATES THAT WATER ZONES 7 DAYS contained behind Silt Fence.
...DOCUMENTATION SHALL BE ACCOMPLISHED BY INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON (HOW) 6. lets downstream of disturbances should be protected,streets should be swept When AeO0G ueC.o is rrlcrvry
SLOPES STEEPER IF SLOPES ARE IO' sediment horn the Fen.,Silt ction Fence Outittis Consent.
A COPY ECTHE APPROVEDRTHAT
LISTS ANDSEDIMENTATION CONTROL PLAN ON COMPLETING,DATING AND SIGNING ..WC-EnvironmenWl.jpeg T.DetailsdorSiltdence,SIsEosonted sediment nto details
and other measures are
AN SEDIMENTATION
CTNTROLISTS EACH MEASURE,PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION THAN 3:1 OR LESSDIN LENGTH provided on additional sheets.PICErosion WITH control ANDlsUTnot drawn mscale. varvse poor euT FoasreNamx.
snepLo tie vz wa mlctwmi
AND SEDIMENTATION CONTROL PLAN." EARE NOT FFFFrrlvE tie .„h,2I2020 TYPICAL LOT LAYOUT WITH CURB AND GUTTER
7 DAYS STEEPERTHAN 2:1,
14 DAYSL ARE
ALLOWED
, SLOPES 3:1 OR 7 DAYS FOR
General Erosion Control Notes NOTE: FLATTER 14 DAYS SLOPES GREATER
THAN 50'IN LENGTH
t.Only Ills areas shown shall be disturbed. Pursuant to G.S.113A(3),provisions for permanent ground cover sufficient to restain
2.Al disturbed areas snit be grassed and erosion must be accomplished for all disturbed areas within 14 working days or 90 ALL OTHER AREAS NONE(EXCEPT FOR
mulchpemanne.soon as possible and ee cover is established calendar until calendar days(whichever is shorter)following completion ofconstruetlon. WITH SLOPES 14 DAYS PERIMETERS AND DATE: PAGE:
FLATTER THAN 4:1 HOW ZONES) DATE: PAGE:
Silt Sock/
r, '- I Wattle
/ °,
Ar ye FloL M I
protected
n
era prates
,I m-I n erosivesubstituted
against far
use in silt socks or wattles.
E ywn compost t/ r ,z IIekes ,'I
xa i 6EDTON SECTION aka and a minimum of 10 feet beyond xf to
grad.slope Silt sock/Wattle(st Me ted hoOe
Q ' g Me
land�,✓ bance The ends of the silt
/ - /C.k. / •114244 I I, a0 etid. Ro ia.l�i should be,umea slightly..
/ \\ \ ble hardwood stakes wilt a 2
\ J/ ; j J QJ ...4444444....., , '°'w gars* silt m.4 oak or oilier a6rem going around m.
7•14.14.1
I -� ` ,....- Iy,;eT74:-. •I I I I I I flI I I• rim
Wood Mulch or Compost
�\ r �� . In the event staking is not possible Oe.when
-- / \ f 10. n.- "!Yi i 0 4;� 0 r• ._ ust,OEsbHFnT01 INSTALLATION ENT�Ooee INSTALLATION'
ATION' �, ,. 6 ro corevents.
7141S
KFM
D VAIN
OP ,` I �z • YrYrYrYr . GylEw ,. duringsock/wattle to hoid kin place afar
ekly a.
`% , Ik 1 1 b� \\ ` 4S !"S•-,P•tom ar COMPOST SOCK INITIAL FLOW RATES z tilt taw b diGeocurodated sediment and ary debris a d
4each 1 inch or greater rainfal/Remove
!'
tG1 I L
p
�e / // I / ` \� / � Conswcuon: enance: \ Ikaen=nea s«ka Protected
o„pn ns..w ¢ao�,n, tan rail eson.l At, psonn, an.mud==Pa« ogga 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 Flnwv 1al urea s. torn
material and properly grade it greater rainfall;make any required repairs immetliately. B..,becomes excessive..silt
C . \ / \ \\ 2.Place the gravel to the specific gentle and dimensions shown on the plans,and 2.Maintain the gravel pad in a condition to Em000t mud or setliment I.mmt rv, Bean'et pas el Besn Beset Imoet a
`�O / sy4/^\ \ ` /' Provide
ll. from leaving the construction site.This may require periotllc WaA Area weals
v� / \ 1 / \ 3.Use ge drainage to tarty water Loa rousede stability
bap or other ndeticsuitable outlet topdresaing removth 2e all
stone. meap Rem B+uvel na,uemg ueslnweh BM NNmj Brauvel .......................f larger diameter or a afferent mea.re
ReInsioll if damaged aoe
0 _ J // \ ) \� 4.Use geotextlle fabrics In order to Improve stability of the foundetlon in l9catlons 3.Immediately remove all objectionable materials spilled,washed or compete am te area above the
�� 6 , , I - -__-__ subject to seepage 9r high water table. tracked onto public roadways. "Winer m. r.saPem nassmm,xoaemm xz.swem ao.oaPem 6 m•wra has is
permanently stabilized
�`y j 1 I SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION
l l� / I 1 j i f `t i \ CONSTRUCTION ENTRANCE/EXIT l,,,p;p�n
�� ( I I % 1
$. 1 / / / / / / // 1 ) \ ( -�\' DATE: Wire Farce Finer Fabric PAGE: DATE: I I PAGE:
111\
\ /// // '�f / /' ''^ J_� \� \ \ \ 1/ saelP F Max.Standard Strength fabric with wire fence , .MIN. FENCE
\ // / 182 PACE,�� % (/ �i/ ��'' \ \ \\ \\ I /-__ «t� Ir Maa.Eerea a b«wtnom wire an wireFn=e Pa core Ile
, M1 comoan e v v /saTv
i 1% (/ 17<� / �I w v II �- tr s��es w« "�� thoroughly
��
Rasped
/��� 1 \ 110 109 108 I1107 106 I I ', I I is / Wireaee g
\ 43 ) 105 1l 103 102 101 100 ) C / / �In.
�P _ -��\\ \ / AS 94 1 I 124
HEWASHED aT
��Gk J \ \ �31 1ao9 STEELFENCE
��� \ �' // SALE-EBY WAY J 1 1 HARDWARE FENCECLO FRONT VIEW
/ \ \ I I I • Filter Fabno
,i�44/ \\ 1 ) l swathes aimem Mer M naaMaang or sang Synthetic filter bare. RgBaBEG DNVIEw �adRYwREFENCE,
/{ \ 3a•'� I.
\ / `_l I 1 2.m=r lmlanmana.m�mht mwata meamm���na�i.mt tee:d.d 24 inches ,r la awldlanre'Higher fences FILTER FABRIC,
wnenlant,are/ \ \� //�aa: \ \ \ 111(/ / SALEE�Y1(�/AY / / / 1,°=ren°efi r n pronanotwi„4faet minimumovedeptoMenenpost. WASHED STONE MAXnTHINTRENCH
2.APART MINAS'
\28 (f\ / / k ✓xa�c�� \\ 113 \ \ ___ //// strength filter ahncbyre mesh fa.nea securely to the up,lope side of the posts.Extend Mnanan«: INTO SOLID GROUND
O / \ bottom of trench.Fasten the wire reinforcement,then fabric on up slope Inspect sediment fences atlast once a week and after each t NOTES:
/ O \ \ I / / / 14D J eaasti=tip ties should have a minimum 60 pound tensile Strength.should dl qR°°"° Hardware cloth end gravel should overlay the sip fence et leas 12
/ �1 �� ♦ // / enCe IS used,, s a maximum a e fee span Sapppa shoo aryen ,tear decompose, o Inches.
/ C./ / r \''' 45 O \ \ \ I I / / -tr....
/ / emmlmam of inches o p)6s
G ! -A0 u 6M1 S$\ //// , secure. 2.Stone Quite should be placed on low elevation areas of silt fence
29 i ;'\ ( �0 421 j 1P51 11 / �'�/i/ / i� fasten the o fabric rehrop�rs°owiapad does satiate nare eminimum aso poundcenario a and based on rem agndioon:.
/ (o\Q 01,a. 6/ / are to avoid undermining rg efencee e MAINTENANCE:
I-I
/ /� \ 62 \\ I I I /127__ _ / /. mealy.inches wide end a Inches deep along the proposed line of Me posts and BURY F 1.Per NCG-01,inspect outlet at lest once a week and after each 1 inch or
\ \V^ _`4D \ // -1 \ \ lig" \\ / / / / _\ / // , ' ncingamatelals and unstable sediment de deposits
HARDWARE CLOTH FILTER FABRIC IN TRENCH greaterpee any required pairs imm y.
.fit 6.a ' the bottom and aide a the trench. stone
t I era chess.
30\ V„ / / psoil places rose finer fabric andcompact.Tn g ompauion of the baamll is drainage area has been properly stabilized
'tie man con 2.Freshen stone when sediment accumulation exceeds6inches.
\ \ 1 0 , / / / / 3.Keep mesh free of debris to provide adequate flow.
g-_ \ / / / -- / , Do not atacnresar..a exating train SECRON VIEW 4.Remove sediment when half of stone outlet is covered.
) %.-._.\ ��.. �.L62- 133�1�4- -� / / / /! / 5.Replace atone as needed to facilitate de-watering.
='_ • G .F \\ / �'-1� / ,/ j ..\NC-Envi lollies
__ _-....137.........
� _ __ 'f� /70 .ANC-EnlIm tlnenlaLlpag
�� a,-=_44�_I -,��_ 5g_- - / / - / D n SILT FENCE T`ruin SILT FENCE OUTLET
- F,'� 137 Ss / / ///
J / /
_ _ �\ ''552 _N' T--_- , _'36 ,.. ga-_saT / �/ // / i� J // , The Slicing Method
_ 4 0� Ru loN T� 1v_i yboi/ 149. / / 69 / suer.,:e
' _ Itc1T i" r--- \- \�� u5 F� -ONsmucnON 11 /
I
- � _=48_, s\ --- �1a4 �,k, 3 a 13i / // =\ 4!:` ze�/ , w.m SPACING rewF.n
fi
59 --- Ili -1.T o o j / , - 6 G / Bra m nit.m ea
-'_33 -1 .-` --\ ---- fl� -� ` -- �� �` -- 4y /
wATT -- PAGE
R�! -- = ��E _ =�- , sec , 1 �f2
W ,sEM__ - t \_ ,-r , TO000- _ I ..e000 D � ( Maier TOTAL DI 94ACRES
W '..=-- '' --\� =--,z- !,. ---, __ I -_-':;Ii1-- a. N6T---- `-- ' S/ DISTURBED 5 ACREAGE O
`y a, narpe LOTS 52,131 &133
_ f___ ,//r- L - � c__N- ---' wmweet ea.
l l TI-ITI lit LOT DEVELOPMENT PLAN
/ • ---- �=T o_ /52 -fry __-- E __ �� / A -'s7/j- 11.1 HEIHEIIH ATTACHMENT EROSION&SEDIMENT CONTROL
I -_3� �° 7l 9s---59 /' , 111 11 II II tit
75 - - -,,>\- q���, lac 4 ...RUCTION 0S \��� -- we
�- % /� // / ,- 11rrt1L ll II�II II IN
tg; - `--- .\.�.� . .\ / �� "a - �' / /- III �_
38 t ANDB- � _ � ____-- - - ,_` m ��„ tit The Preserve at Lake Upchurch
SF - T:ti----- .` �. \\0,"' I _-5s_ s /- r , u-u TI ul u�
\a /.. / � \o. \ \I _i il"��----__ _,E , HHI II=III=IIIH .�wy.
• \ 54 _ 60 Z 66 WET rvllJl M11 Ht core t,oa,a�.re. Phase 2, Section 3
k \ �-\g, - j _r▪ � "" -\-\\ -- sseMV - __S�, �$ ���~ C> / / - a.Im �.areM. FOR
�� _ `__ -�' DREAM FINDERS HOMES, LLC
\ Wy'oSNDs �\ _ - -�� \ / 65 °"`n"' ROCKFISH TOWNSHIP CUMBERLAND COUNTY N.C.
�i �- \ - �1. \ 1.__,•Nv�i I\es a , atF Powe" SCALE:1"=100' GRAPHIC SCALE JUNE 2023
r� .a.
/ , i- -WELA.NQ1 WETLANDS I •PEN \ / _ i
/. Av _ = _ - - 'P�CE �� f I 64 l id 11 I l ENGINEERS �D
j/e :-. .-- - �,\\_ 61 a 1 -I -_ 311--11 1 1 -II IIVEL } !. Tmcn_ T-- ° �� 11 I AIM. v A , tr�2• PLANNERS IN FEET)
=11" m "rr - _ - - Compler.installation SURVEYORS 1 inch= 100 ft.
« B°•.ImN • $ni=°Meer, MOORMA N,KIZER&REITZEL,INC. MOORMAN,KIZER&REITZEL,INC. 115 BROADFOOT AVE. FAYETTEVILLE,N.C.28305
"suitenm""t'�oaecacn"c"G,0ceal00°'a°" PHONE[phone] FAX[phone] LICENSE F-0106
LAST SAVED:e/2/2023 4:19 PM LAST PLOTrm:e/e/2023 11.58 AM PLOTTED EY:Dennis Gilt. FILENAME.G\CURRENT J085\H 0 H CONSTRUCTORS\iB-136)-02 PRESERVE 0 LANE UPCHURCH-EC\PLANS\PRESERVE EC-LOTS 52.131&133 E%PRESS.DWG