NCC232252_Site Plan or Location Map_20230810

/ J I r/ / //// // a59/ / // i- �i \ \�-- --------_7/ // // / 1
21 V.g ENGINEERS o C /i (� %/// / /�___- /Z / /��- .....-
\\\`_�, // �/ // 1 1 /
"SITE c, PLANNERS 1, �I - I \\ `\ / PHASE3 V/ �_/�---��/ / /// / -- N\ 1 - � I
8 SURVEYORS / / I / OPEN SPACE / / // / \ I , 1
Woo / / / I / /- / / / , \`47,TO PROJTCT-S IN A HIGH-QUALITY / . / \
g o 73 MOORMAN,KIZER & REITZEL,INC. -7 / ) ) I 7 / / // \ wATERZONEAND1rRFouIRFMENT�_ J/ /� \
\ REGARDING SENSITIVE AREA \ 1
y :u $ // // ----� / / // / ////// ____J/ /� / \ WATERSHEDS SHOULD BE FOLLOWED / \\ //
O Pns // //// J /� //� / / / /�/ // //- / ' / \ \ . INCLUDI4 VDAY STABILIZATION. / / )
WEST 0 .v / �� / / / 1////
/ / --_ / �o v ----------V / I �� /
/ / A
END S5 A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY 7/ /:1'........:
\ / /// // // // :/ '''.....
/ / //// 59 _ �`���_ \ /
NCGS 113A 541'IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR / /. \ / / / / / -_---� /�� /
COMPLETED AS AN EXCEL SPREADSHEET. / -'--- \ \ 1 / // / / / / // / ' Fc n 4BZ /�`\ /
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED (/ /�'y ��,/"T SEROSION AND / I 1/ / /// // / / / /���\` "' REINFORCED \2 \��/ //SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A C / �5 60 ��hNCAC 04B.0131 STATES THAT' DOCUMENTATION SHALL BE ACCOMPLISHED BV / \ / / / / „ys� SIT FENCE /tlINITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE \ \ \ / / / ( I 4.�e^iw��� / W\ 'OUTLET
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, CONSTRUC •�>5 �
DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, \ ` ` / // / / I 46 'Tory A hr LIfy1FT WATTL2\ __<�- / //
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION \ 7 \ ` \ / / I 'kj / / r'> f�•Vk STONE
CONTROL PLAN.' \ / 1 'a> • V" / " �� REINFORCED /
���> f SILT FENCE
N,
•T SILT FENCE /i
VICINITY MAP f l I /j 61 / //
(NOT TO SCALE) \ J ( ( I 1 1 / %--wYP)� / u (TYP)
\ N. (J ,SILT FENCE V1( >• ` OUTLET /
\ 47 / WATTLE �- / /
` I \ \ I / I ''/'/' 0165TRUCTIO '\ .•f CONSTRUCTION /
CONSTRUCTION SCHEDULE \ \` 1 \ \ I / I sroNfl H�' ryvATTLE / / NTRANce �@/ \\r:���� /I/ LIMITS \N-___--� /
I. Obtain all necessary permiLc and plan approvals.Erosion and Sediment Control `\ \ \ 1 1 l I REINFORCED 4 ( _a/&t / ' SILT FENCE v.L _ % /
(E&3C)permit and a Certificate of Coverage(COC)must be obtained before any land disturbing activities - I SILT FED'}`CE ,8% 46 • \(\(YP.) 0$'� --
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 AL AL AL ` \ 1 \ \ I I OUTLETkt. /" ,5 I 6 •lY�w \ sk.`� / /
permits box,and accessible during inspection. fllL ` 1 I I \ I I /swaCIJNSTRUCTICIN •• '//, / `\ / //
2. Install gravel construction entrances first,then silt fences,reinforced silt fence outlets and wattles. -\ \ \ / /Y' ENTRANCE \���! `63 / �49i-- /
3. Finish clearing and grubbing any necessary areas on the lots as they are started. ilk- Att. alk< Ai, \ \ \ I I 1 \ \ I \ \ r "•_,> / -� _\ /
4. Begin lot greeting and excavation 91L dIL ilk J \ \ I 1 1 \ \ \ 49 \ /,* ,e `l',� / - -__ /activities l ♦ a"' q /
5. Begin or continue with house construction activities. 311L AL site. file _ \ \ 1 \ \ ', \ A ENTRANCECT=ON • --_ -�8 _ __- - J / //
6. Finish all rough grading and house construction. \ \ \ \ 1 -` -
7. Install driveways,walks and patina. fdle file -II.-_ \ ) \ \ \ \ i -
g. Begmr agreeing newt areas fll4- _ \` J \` \ \ \ \ _ // - -- ___
9. Final grassing,mulching and stabilizing of lot.In most cases this will involve the installation of sod on the Ire. - - -TT ` \ \ \\ \\ `\ \RIS�TROJECT IS IN A HIGH-QQUALITY\\ \ //A I L --- �'J�-___ 1 \ 7 7/ /// /
The silt fence will remain in place until the lot is sodded or grassing is stabilized and takes hold. ilk. f11L,I / \ \ WATER�ZONg AND ALL REQUIREMENTS \ I 50 I d4. \N -- / /
self-inspections o p � / \ \ \ / / �0 / --_ \10. The contractor shall conduct self-ive f the erosion end sedimentation control measures and complete ! / "P- 5�
the fallowing combined self-inspection f found on the DEMLR / l ERSHEDSSHOCCDIVEARE / I A --_- G _46-_- // /
webeite // / \ \\ \\ \ \ \ WATERSHEDS SHOUID.BE FOLLO D \ / A �j= • \ /
Mips://files.nc.gov/ncdeirEnergy%20Mineml%20and%20Land%20Resvurces/StormwaterMPDES%20p \ \ \ \ \ \INCLUDING]DAY STABILIZATION. \ ' ) / J / -1 // M4y{` _` ,� //
General%20Permrts/DEMLR CSW Mon,mrmg Fonns Rev August B 2019 pdf Twelve months of coin lete ' .ik.�' / / '. \ _____
inspection forms shall be kept on site and available for inspection at all times It is recommended acopy be f1k jj_ / \ \ `\ \ `\ w \�\ 1 \ 1 I / "/ e(� - %' ---- � \ \. // /// //�
kept 1n a permits box(GS I 54 I(e),15A NCAC 041 0131,NC001 Pan III Sections A and B) \ Ct%
II. Self inspections for erosion and sedimentation control measures are to be performed at least once every seven AL .// - ` / \ \ \ ----J �.. •N \ / I \ /// / $r �, ,tee \i{:. -- / - \\ya \ / //
calendar days and within 24 hours of every rain event of greater than I inch.Any needed repairs shall be fII- 1/ --� \/ /-� N. \ r ..\ I / I I / / �s�.-:• / h.,• - ,` 66--� --` 7 \ / /
made immediately m maintain measures as designed.All ESC measures mall be maintained as specified in / // \\ "Cl \ \`J _` \ I / / g , //--- / ? \ \ // .//
the construction damns on this plan.A rain gauge shall be installed at the protect site P monrmnng. \S ` I I CONSTRYCTION / SIL ENCE •� / -y
12. Inspection and final acceptance letters.When the project is complete,the perminees shall contact DEMLR to tA' f111e /'/ 7 \ / \ �\ \\ \ f1IL ) I l ( I LIMIITS '• P) / �/ \ \ \ / // l,
close out the MSC Plan.Afler DEMLR informs the perminee of the project close out,via inspection report, / • C
the Permitter shell visit"deq.tic.govMCG01"[o submit enelawnic Notice of termination(e-NOT).ASIoo w / `� / /-_�-�L \ (rDa �� \ / 1 \ \ I / $I / /+52� i -� / -��\ \ \ // /
emmal general penult fee will be charged until the e-NOT has been filled out �m flue flue aB, / / \ r \ / ]Ilia AL 44 y1ONSTRUC ON _ \\ / ..--
7
/
Iq\m ill(
I / \ �•� \. I I \ I I / w II I /,p,.+y, ENTRANC- / // ^ \,�_�F'\+ \\ `J
ALAIL /A / I / / � \ Q ` \\ ` \ I / \ 1 I I (STONE t.�r;. WATTLE / i 6,I I V / _�_��` vg \ \ \ `- // -
S S / S t 5 / tt a iiiirL I \ / / WA-r� \ \ ''11�� I I I I EINFORC D FYt I $3 I / / J0 \ \ \ --�
Ft MI protection 711e • 911E I \ / / \ \ \-Q \�--_- 31L \ 1 I f�$ILT FEN E -IL ?'x r `\ \ \ ` i
�- -. AIo 0-11.- ..�I�_ he substitutedfor 1 { / \ \ �C \\ \ \ I 1 I 1 I OUTLE :k / CON RUCTION � 3
,_ ,I 1._`- n-6 AL AL flue \ T K / \ \ ,IYe Fp''
l LIMITS TT 1 / 1 \ \ \ I �I 1 I x \` ` \ _
Min.'I Stakes-- 2. ,z mn.Il S2 x 2 to Me desired long.such that logs do takes 11 as deform AL TALI 1 \ `\ I 1 \ \ ---- \\ \ \\ \ 1 I I II \ 1 ml ` •• \ 1 I tl`-\� \ \// ` / THIS PROJE T IS IN A HIGH-QUALI\-- ---
SECTION SECTION and a of 0feet beyond the toe ore nWATER ZONEA DALE 1(EOUIREMENTS
minimumiltsao sock/Wattle(s) l to ji.\-. \ \ \ I \ o \ \\ 1 /tr \ �\ / \, --
wwe I\� `/ REGARDING ENSINE AREA\ _
aflat s shoularry ldh located t,mea NOWe of Nary. AL AL\\ y\L \ L� fT \ \ \ \I I \ \ ` ` \ WATERSHEDS SHOULD BesEOLLOWED--��. ---- \
�o pMa"' < no a around W a.The enre are on ,\ �' \ '.\k' L` TJ I
II I \\ \ • `--- \ \ \\ \._ \ \ 1 I\ I \\ \ 1\ \\ \ /\\ \\ Hz•\ \\/ \ INCLUDING 7DAV SJ\LItaTI\\_ ---_
WO. 4. silt melaa�°g° 1 11,IYe fYL • Hill'•\ '7 b, 1 1 1 \ I C' RESERv SpACE\D \ \\ \\ \ \ I 1 1 \ \ \ \ \ �\ x \ \ /`N \ �-\
bon x 2 Inch cross section should be driven I I , AIL ', r \ I \ ‘ I <,- \
Trenah in aa,rc sock/wattle isplaamaximum interval of 4 feet or a edi�a4°inch 1 ,�(ie SAL AL I \ \ \ N p� \ �\ \�, \ 1 1 I 1 \ I \ \ I \ \�
Wood Mulch°r o°m at greana:Min. I iYe �Ie j11,�416..A. fJL - AL ; I L, \ \
vertically plum,through the ce.r of the silt
sock/wattle.Stakes should be placed at a
To h2 In the event staking is not nMaieman \ / \ \s \ \ \ 1 1 \ \ es I \
UNTRENCHED INSTALLATION titheconcrete blocks shall be used w YYYudkdI -
old it in pla.during runoff events.
aoMETRIaVIEW 1. accumulated sediment and \ -/_ -- _..-.J \ ^\ ` I \ 1 \ I \
needed to or greater
a. e^y and e \ I sVe , r� ,'. I \ / s N.
M NTEN N E
Inspect iltsocg
COMPOST SOCK INImAL scow RATESRemove
as T G \ tittle C \ \ P \N. 12e
Malrn«cpmppn I;: /' \ y \ \� II \ 1
each
«antra«nee ° ;) To Be P ,Tarn „Ma «M arc awemn b replaced ! sue �, _i \ 1
aaa nm
aw" �\
r"5°A'n n�em.r ( m m za Inm ITT if or LOT I O y" - \ ` \ \ 1 1 \
rut (act rm)( a )( \ 1 dL A4. L. 9 ( \ I \ \ I d / \ \
Sheet Fb..� la Mr.imnm slap. 6aa re=,7aa r.=, B. excessive,. _
If ex«ss 4O 30 \ \ A'
. stir s°pk/L=rmn cap vas ml Ig=a«1 ;,tan ,..,tin iF- rapt a ,� fY1 / \ \ \ \ \ 1 I \ N N
ml (>aa«t mob m1 AL 4 I 1
.!1',
�. wattle H�"a`n T ice. g aD ao `\..\ I ) ' a4 p --,_� \ \\ \ \ \ \ \ •\ 1 \ \ \ 1 I I .. -- �� `\ \ \
en a';R min a'in a 9n 1 _ co \ . \ \ 1 \ 1 1 l "( 1
.°a B EliMiis o �, (zap i174 a5Po eaal°�a�,efYle AL flYe , // - -_ \ \ \ \ \
va/al vsr/mr v«/sI vsr/srl vmimt measure has been permanently stabilized.
ua 1 • fl2. flVe / i - / I OERAS?St \ \ \J \ \ \ \ \ \ \ \ \ \ \ \ \ / /
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION 6'°""� ` \ \ \ \ \
DATE: PAGE: DATE: PAGE:
DATE: PAGE
F n Filter Fabric
T'Y _ /I
B.Max Standard�^ fe nee wire BBackrl1trench q 4= G e e
Steel Pon 6M strength wire fen Wire Fence dC pact t t t t
fence steel Post mprengnly it y ,,� g, y, A \ „� f:tfil,
, all
- �. n I q �. Q �.1tie tie= , 1 x - - Ay - - - .PwI. g1,aza Q o`Oo;or''` �- �'�" 'v � ' '� "°"ea THIS PROJECT IS IN AHIGH-QUALITY
e aown84 swam mgm 9 IH VN' 0,- Ar 11D AV KU AV kU NAV Ro war Ro Av .� .� WATER ZONE AND ALL REQUIREMENTS
/ Lr°°r Notes ,yw., s s s s s s ��.� ���ssss ''- REGARDING SENSITIVEAREA
Icu INLET 1.If needed,Tree Protection fencing should be installed along me buffer zone wetland , - Amy AAAA WATERSHEDS SHOULD BE FOLLOWED
boundary and/or around protected bees providingaretlusof at least125 feet for each _ tK ' INCLUDING 7 DAY STABILIZATOION.
1 \--Filler
LEGEND inch of trunk diameter. �./��il� emn
Fi ref Fabric the 2.Install Silt Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on a�0- •• T �� ,0 p o
CROSS SECTION VIEW FLOW N schematic/diagram and field adjusted,(necessary for placement at low points If lots are °tr
red rot. erorsa n wreaneyfeona�„e`.I,pn.,x„a,mar mp°ma wum.,mwam, contiguousand have different land owners or holders each rut should haveindividual Silt 4� .4'pP?
..°==the main,.barrier or standard stran.or tie aipm ri l.m,amro.weafMrowrv..a„==.rKe=un=e=°revrasm u. n, n , Fences.
,act inch or SILT FENCE OUTLET ® 3.Install required.ItsIN cewithn10feet f property line nsuret ensure there sno conflict with \ General Erosion Control Notes
..m.m=rnexernn.ap=i.o==Immn.nr=,wlr.e,MG=aeana.=mras l-.. mi.o=•.,..rd...rn.dim . ENTRANCEseptic system.It is the responsibility of the builder to ensure the installation of sediment
CURB INLET = controlm res doe not impact the septic system and repair area(s). 1.Only the shownshall be disturbed.
ie74'.."px.m=uam..m.n..'..nap= pwm=iiGMsa.aH.m ny ro.>o a ma.rixe a.mawe 4.At least one ConstructionEntrance/Exit is to be installed per lot. all vegetation.mine.and other objectionable na goer earn,mrn greater rainfall,
p 2. All disturbed A shall be grassed and
Wa
ste ogre bins and other areas dedicated o buildingdirunless waste ghat be at rs immediately
„ n,ara.sear,m renar lnemm,Mbraam mnainag wa r .el rolne specific grade and dimensions shown an the plans.and g mulched ass possible and maintained
least other feet awe fire i storm is se parts o Coma b eltchev d,,the tt a e s must b mat Ilaem.m.rmemwrge,.�rag.Glee nv«., Y g until pemanent cover Is established.a
uneire pma,.e,»m.b...1 Gra al»imr m.mm.r. paver a� odtiehind Sill en.Ifm's separation cannot be achieved,these areas must be , spilled,waanea°r,mcaeaoalp is
rma=and mao.a,Ivwgn rumpkeo.a n,wnr.r.urou ex.oemm.nm. n contained behind 511 Fence. stability of themuneatm inowtma romkrimes.
lo.Do anti«siterranne to iiahnp°w'' subject to B.Inlets downstream Cl disturbances should Co protected'streets should be swept when seepageg titer Lade.
sediment from the construction activity is present.
..\NC-En won men tot.jpeg 7.Details for SIB Fence,Silt Fence Outlets,Construction Entrances and other measures are ..\I.C-Er ivnL iniel,tul.peo
provided on additional sheets.Erosion and sediment control details are not drawn to scale. CONSTRUCTION ENTRANCE/EXIT
,-, ,"2,2020 TYPICAL LOT LAYOUT WITH CURB AND GUTTER '., -,•.
..\N C-E n v i ion m e n f c I.peg
SILT FENCE PAGE 1 of 2
SODDING THIS PROJECT IS IN AHIGH-QUALITY
WATER ZONE AND ALL REQUIREMENTS
DATE: PAGE: REGARDINGSENSITIVEAREA LOT EROSION CONTROL PLAN FOR
IL FENCE BIM THE STRIPS
WATERSHEDS SHOULD BE FOLLOWED
- - - T /a - mAiHTENANceoreRostoNA,vosNOLmeNTATIoncoNTBOLmE.suREseoBLorcommurnoN ROT OVERLAP.A SHARPENED INCLUDING7DAYSTABILIZATOION. ONSITE HOMES, LLC
IIIIIIII IIIIII IIIIIIIIaevetion site.
*actionablematerials spilled, edenfep6,amma °'trance-The gravel pad should remain in a condition m mew.mud or °°pm from°'"`""�� necessaryIn.cMately remove all I' arB"""°''' GROUND STABILIZATION
SITE AREA STABILIZATION TOTAL DISTURBED ACREAGE: 1C.85 ACRES
TOP OF SILT FENCE , = tie tame=naa, , yen„m ire ranee momSDI Pence-Sedimmt fences should be inspected at least once a week.d after each rainfall event.Any repairs should be made immediately. MAE ,III;%,;',I=„r"
InicoaREci "r`H`°`°"iECL°. DESCRIPTION TIME FRAME EXCEPTIONS LOTS 47, 52, 6 & 62
atm,nes..Take care to not the fence during operations. PERIMETER DIKES, 7 DAYS NONEABOVE
THEwMUST WASHED «�KngemoeDie s.shouldwed to seSTEEL FENCE ST ,Met SWALES,DIT°HES GRETCHEN PINES
type of grass recommendatons when
oonowAREa TIT novun VIEW F� GGrassing and Mulching-The mute receive grassing and mulching should be propaly rassy reseeded. possible. .r,n ram « the establishment,gi,ox.and stabilization of the root bed Ille sod should be ImIed and fertilized as per tto maintain adequate moisture M the root zone and prevent dormancy au,,,sal The at=�izedandlimean°ma�an�ra.rw. a „se a m. &SLOPES
VV1RE FENG� \ HIGH QUALITY 7 DAYS NONE
d as necessary as an initial step in soil preparation.then
WATER ZONES
BURN'WIRE FENCE. Once the grassing hu been placed,.area should be mai.ined as needed to g HQW AND HARDWAREproperly. (III SLOPES STEEPER 7 DAYS IF SLOPES ARE PHASE 3
FILTER FABRIC,woSHEEsnS FENCE T)< CLOTH IN TRENCH
FILTER OF gm n of15 shall
sentwaaa Y III'
SET MAX T Diversion Berms-Diversion w, ,�operating as designed and Mat there Il+y)Ilar .gill 11 111pIN THAN 3:1 10'OR LESS IN
3'FILTER FABRIC GROUNDMIN.DV LENGTH AND ARE MINERAL SPRINGS TW,I MOORE CO., N.C.
ON GROUND WITH THE sea am ASRCSOD IS EMOWER NOT STEEPER
1.Hardware G.and gravel.ould placedan fence at
of I.st12 inches.ilt fence one compacted sufficientlymmaam that me cams remains pea duringrne course on.conaw«sor activities,
wP me eaiaa wsm ins ne�mao-nG, „a°. Hipnaa7. THAN 2:1, 14
ge 2.Stoneoullets.ould be\\ age°n conditions. mAPPEARANCEOFGOODSOD DAYS ARE SCALE. OO APR IL 2022
MAINTENANCE
BURY WIRE FENCE AND HARM )CLOTH ` r ,r me m rr,,. tie°g a ma fiat Prrr«g ga each 1 inch ,ncm a gee a ALLOWED
EH Per time. s SLOPES 3:1 OR 14 DAYS 7 DAYS FOR
FILTER FABRIC N rat a aura. e ate, FLATTER SLOPES GREATER GRAPHIC SCALE IN FEET
I�I THAN SO'IN -100 0 100 200 300 400
4.Remove s.lment when half of stone outlet Is covered. dial impair the filtration capability of the wattle shall he removed when the udiment reaches one-third of the wattles s p esmne as iweaea to facilitate aa.waror g amsma,n analln w aew,m,r p, sr arm r lure am,mam sa rr, r mcma, r ra rrwanr. one
SECTION VIEW _ ageLENGTH
reduce `"wa'°°'°'�'ac" ALL OTHER AREAS 14 DAYS NONE(EXCEPT
..\NC-Environmentol.jpeq Take care to avoid the fence ,mcr uara ea stamaia cleanout.Remove and replace stone as necessary 1 t"if iternn o=Pao1111' WITH SLOPES FOR PERIMETERS
;: Tun-nnaF,,,,,,,n,0 SILT FENCE OUTLET and stab,bae it after the contrro S gs ea has p p r b,baed. ' g ° "' FLATTER THAN 4:1 AND NOW ZONES) MOORMAN, KIZER & REITZEL, INC. 115 BROADFOOT AVE. FAYETTEVILLE, N.C.
• PHONE [phone] FAX[phone] License #: F-0106
LAST SAVED:3/22/2022 2:02 PM LAST PLOTTED:4/21/2022 10:18 AM PLOTTED Bo.Dennis Gilbert FILENAME:G\CURRENT JOBS\ONSITE HOMES\20-2724-02 GRETCHEN PINES-EC\PLANS\EC GRETCHEN PINES-LOTS 47.52,61&62.DWG