NCC232179_Site Plan or Location Map_20230721

\ \ 1 1 , . / 71 / -- _
KRAMER ROAD ��\` p \\ ` \ \ \ \ \ I I (' (
I
\ /f /
o PLANNERS \ _�
�q, SURVEYORS• v y -��\� \ \ \ \ -- �� A I ( / �ti� \) ) ) ) I (
�9 p r MOORMAN, KIZER & REITZEL, INC. \ \\\ \\�\,, \\ \ \ \ I \
a� �gW� � _ _ � ` \- -\ \ � � 1 I III !
�E 3 I I
sq&4OK a n \ \\ \ ROADSIDE ROADSIDE DITCH ` ` ) 1 \ /1 J
as Rp,W a� - \ - - �� \ \\� �\\ \\ DITCH JOINT DRIVEWAY I'Iv I 1 \ \ \ \ \ \ / / / �/ / /// / //
� \ \ DAY GROU D COVER DITCH W RE ) I \I / / /
SITE h \ \ \ CONSTRUCTION P PES HAVE B INST LLED
k' ENTRANCE DRIVEWAY
3 A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY \ O ( PICAL ALL LO /
S NCGS 113A 64.1'IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR \ \\\\�\\\ \_ DITCH ( I \ \PIPE IN
\ ` \ // / / I / I I
COMPLETED AS AN EXCEL SPREADSHEET. ROADSIDE DITCH l\ l I I
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED \ \ \\\ JOINT DRIVEWAY ` / I I
��. EROSION AND �\ \ \ \ �\\\ �\\\\ CONSTRUCTION
I \ \ \ \ `ryryry� I I I
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE i5A ` \\\ \\ \\\� \ \\ \ \\\ 1 aA_ ITRANCE LDSIDE
\ \ \ \ \ \ / / / / I I I I I I I
,.x NCAC 04B.0131 STATES THAT"...DOCUMENTATION SHALL BE ACCOMPLISHED BY \ \tg /INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE ROADSIDE RIVEWAY DITC
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, ITCH PI IN DITCH I
'y � DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, �_ \ �\, ��\ �® R\ E N1STRURANCE
TION/ \ \ / / I
p PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION \\ \ \ \ / Q . \ \ \ \ � I I
CONTROL PLAN.' / \ \ `� \ / I I I
�`� P'$ VICINITY MAP \\ \ \ \ \ 3j2 WATTLE ~;e \ \ DRIVEWAY / I
(NOT TO SCALE) ` PIPE IN DITCH' \ \ I I I\
REINFORCED
SILT FENCE WATTLE \
' - ]D GROU DCOVER IN ITCH WHERE
\\ \\ \) 1 OUTLET' ' 310 PIPES HAVEEN INST\D \ \ .vy I \
CONSTRUCTION SCHEDULE / \ \\ \ \ 1 1 CONSTRUCTION ////: �I � REINFORCED/ �/ /1TVPICAC ALL LOTS) \ \ I I l \\ \\
I. Obtain all necessary permits zvd glad approvals Erosion and Sediment obtained
Control \ \ \ \ I I I \ 000lll / //' 1 SILT FENC WATTLE J� 1 / \ \
(E&3C)permit evd a Certificate of Coverage(COCO must be obta tied before any land disturbing activities I I //p• WATTLE /fir pUTLET / : / / \ \ \ \ \ \\\\ \\
1 REINFORCED SA4
w.A copy of the E&SC permit,the COC and a hard copy of the plan must be kept on site,preferably in a SILL_ / k` SILT FENC WATTLE
I
«c
permits box,and accessible during inspection i FENCE -3 -6UTLEL . / 3� \
2 Install gravel construction entrances first,then silt fences,reinforced silt fence out lets and wattles. \ r \\ , /1 I•(TVP.) //' WATTLE/;T /.' � �/ m \ \ \\ \
azoir
3 Finish clearing and grubbing any necessary areas on the lots as they are started SILT ! SILTENCE 13 A\
4 Begin lot grading and excavation activities \ I \ FENCE 3 • WATTLE
5 Begin or continue with house construction activities. \ I \ 1 \ I ) / ry \�/ (TYPJ\/ WATLE/. OUTLET INFnRCEB/ \��\".� / \ \ \ \ \
3
6. Finish all rough grading and house construction. / I I ' / / 9\ SILT SILT FENCE" RDTCHE �\ :,F \ \ \ \
] Install driveways,walks and atios r FENCE OUTLET/
8 Begin f egradmg oflat areasI I \ I I I ' I / \/.:' RyP,\ WATTLE/is / �� W 6�- -� \ \ N
\ \ \
9. FthA grassing,mulching dstabilizing f lot In most cases this will involve the takes hold of sod on the lot ) 1 I I I I / I ( / SILT 1 / \ \ \\ \ \
The silt fence will remain placeuntil the lot is sodded or grassing is stabilized and rakes hold I I I I ( I CONSTRUCTION \ J / FENCE /r+ WATTLE 320 \�� \ `P.�
10 The contractor shall conduct of the erosion and sedimentation control measures and complete ) LIMITS \ (TYP.) /_ \ N
the fallowing combined self-mepecti0n f found on the DEMLR webstte / m /-yg�- ___CONSTRUCTION
` / SILT�� �� \ \ \
hope://Elea.vcgov/vcdeglEnrr¢y%20Miveml%20and°/"20Land%20Res°mcael3tntmwa[arMPDPd%20 \ / I \ I I ( / / FENCEIk / CONLMITSTION "III) ROADSIDE: \B \ \ \ \
Geveral%20Permits/DEMLR-CSW-Monimnng-Forme-Rev-August-B-2019.pdf.Twelve months of complete /// /� I I I 1 1 I ' / _ \/^ ') Y 327- > \\ \ DITCH \ \ �\ p \
inspection forme shall be kept on site and available for inspection at all times.It ieTecommendedawpy be J \ I I \ I \ �. 1 \ \ \ \
kept in a permits box.(GS 113A-54.1(e),ISA NCAC 04a.0131,NCG01 Part III Sections A and B) \ _� �� / \ \ \ \ \
II. Self-inspections for erosion and sedimentation control measures are to be performed at least once every seven `� // / \ I I I ` \ 32�� �\ \
calendar days and within 24 hours of every rain event of greater than 1 inch.Any needed repairs shall be
made immediately m maintain measures as designed.All ESC measures shall be maintained as specified in 3.4 \\ \ 1 I ` \\ ` \ /\\ \ \ ` \ \ �\ \
the construction derails ice this Plan.A rein gauge shall be installed at the project site f monitoring. \ / \ \ I \ • \\ \\ \ \ \ J / \ `31\\ \
12. Inspection and final acceptance letters.When the project is complete,the petminees shall contact DEMLR to \ \ / \ / \ OImSIQE \ \
close out the E&SC Plan.After DEMLR informs the permutes of the project close out,via inspection report, \ \ \ 1 / / DITCH \ ` �\
the permittee shell visit"deq.nc.govMCG01"[o submit an el«wnic Notice of termination(e-NOT).A$loo / \ \ \ \ \ N / \
emmal general Parfait fee will be charged coal the e-NOT has been filled out. S'2/ \ ./ ``I �\1I I e \ \ \ ` \ \ \ \ 3� / �\ \ \ \��\ �\ \ \a Qa �/ ))11 \ �\ \\ \ \ \ \ \\ �\ \\
DATE: PAGE: j / \us )
Rory, a_�p S" Sock/Wattle 0-11.-. 3.. S t SArea.be 1. Other materials providing equivalent prole.°tick use n se.ive awities may be art..for Z , % /\ ) (/\ \ \ I \ \\\ \ \ \ \ J o / / // �� -� \ `;, \ \ I
against,2 Alin.'I t2m�l if.` II.71E /� I \ I \ \ \ \ \ \ \ \ rb� ^,�/ / / \ ` �\\ 1 \
-- 2 nottlaN /)
Stokes Stakes a. ttlets,shoulbeinstall.pa compost
// \ r` \
SECTION SECTIOgraope.N feet
\ i,� 1 , \ \ \ \ \ \ \ _ / Am o \
•
'to ON.. < antra- wwanle(a)ahouM beturned aNbdy upmkthpe to �/ ( / I \ \ \ N, \ \\ \\\ \ `� / /// //\ / \\ \ \ �\\\
vent silt rduram�Pat areas should be hardwoodand eeriedge e I I inch x 2 Inch cross section should be driven
sock/wattle.Stakes should be placed at a /7. '..,....„ N \ \ - - }i , % �i
vertically plumb,through the cen.of the silt
Tren maximum inWrval of 4 feet or a a silt sock/wattle is placed m a 4 inch I \ \ \ \ \ \ / / /// \ / / / \ \
Wood To 1 Mulchheight fora s ground ri4 Min. possible. In the event staking is not fie maximum interval
/ \ \ \ \ \ \\ \` \ �/ / / / \\ \\ \
urvTRENCREe INSTALLATION ENTRENCHED INSTALLATION* socks/wanles are s.on„®„„unoa.,..,or.. ,..a,eon.oa,..ar.a..,.,.a,,,.a,:log n pavement)Ne nearvl I \ \ \ I ` \\ \ \ \ \ \ // / / /�\\f \ \ \ \
ISOMETRIC VIEW v.....hold it in pia.during runoff I ` \ \ 1 \ \ \ \ \\\ \ \- /\ / / / / \ I I \ ` I ` \\\\:_ a thah x IHIm�nDW RA 6 aeededmed wfarentanda de as a1Zr1
\ \ . 1 -- - \ N\\\� - - - " //\� (\ \ \ \ \ \\ \41na \ \KKDsn tF Mulch or Compost la d 9 ,.ma_`°m i6nm)( ohm)(aganm, m) maWema,t� lareda<I�g�nr �`\ � V" / , \ \ \ - \\ - = i /\\\_/ -\ \ -' \ 11 \�\\` \P Watt6ock/M�engtnm(aS) (�earm) (22arm) ('cos m) (zem) (5w0m) ai e \ V / \ \ \ \ \ / // ^ ) / \ \ \wwk red r r ;lodged1 11 \ \ - - - - , / / / \ \\ \ \ \ \easarehasbeenpa sta \ \
I,m,m) I,m,m,4:4 I,m,ml I,m,ml I,m,m) mariemly 6,I,.ad � /, � �. �I \ � � 1
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION
DATE: !PAGE: DATE: PAGE: THIS PROJECT IS IN A HIGH-QUALITY
WATER ZONE AND ALL REQUIREMENTS
DATE: I Wire Fence Filter Fabric PAGE: REGARDING SENSITIVEAREA
weal POM e•Max.Standard strength fabric..wire fence "A" "B" "C" "D" "E" "F" "G" "H" \ WATERSHEDS SHOULD BE FOLLOWED
B Max.E,dtestrength fabric wloomwire fence Wire Fence Wire Backgll trench -
d cord ^F �� INCLUDING 7 DAY B OION.
Steal Post _ thoroughly Compact
1I. u y® Irk '�\ "c �y �y i
/- '/ upMape p xous R ll xous ll Hou xous xous xous Ito Q-O �44 .� ,�.
Plastic or >� 9-24 d' .Q��G \ } a4n.
core ilea Min JJ , 4 J Pursuant to G 5.113A(3)provlslons for permanent ground cover
Lk Eon\� �DJJ ,rot-. r I� Ll Q mAAA. .'v r, w"wae suKlclent to restrain erosion must be accomplished for all
f 1yL'}y}}}}}} } �} disturbed areas within 14 working days or 60 calendar days
1 .. =¢Hire Laren Iri LEGEND Notes -`� /w4..4.�.�-...v.� A A iava._ (whchevers Shorter)following completion of vOnstruebon
eo« 1.If nestled Tree Protection fencing should be installed along the buffer zone wetland v .ygygy 3.W
�Flter Fabric CTON boundary and/orround protected trees proud rig aced us of at leash 25 feet for each \ ,"• e e s Mna_�' �'jyiGtr
coggtructigg, M1 ft trunk ?ter. 6itt,
1. ConsWct.sea'ment Perrier of standard strength or ex.strength synmed°fi fabrics. CROSS SECTION VIEW 2.1 111511E on the low elevation sides of each lot.Install Silt Fence outlets shown on
2.Ensure Met the height of the sediment fence does not exceed 24 inches above M1 d.(Nigher fences DIVERSION DITCH -TD-T� M1 trydi g m and field adjusted,if necessary,for placement at low points.If lots are -^m6'
Duna volumes of waNrsufficientra cause failure ei Ne ngth ot�tl euba)rner La contiguous and have different land owners or builders each lot should have nd Ndual Sil3. t
/ ^>.^� 'rfy pa4y,L
Construct
�::"«ev fabric continuous tnrre ll aw;;onpoatwM4Ne min,mump.eria;NtM a post. enema. ,�;' , General Erosion Control Notes
SILT FENCE OUTLET
4.Support standard strength filler fabric by wire mesh fastened securely the upslop side of the posts.Extend ® 3.Install required Silt Fence within lO feet of property line to ensure there is no conflict with �� 1.Only the areas shown shall be disturbed.
=Itemup slope lepersedlmem farces at lesatonosa week and alter ea.1 CONSTRUCTION ENTRANCEseptic system.It Is the responsibility a the builder to ensure the Installation of sediment Construction:saewof0efence post.Aireor plastiof
zip a«mome have amnimufat pouneensileranngm. control measures does not impact the septic system and repair ea(s). Maintenance: 2.Temporary ground stabilization is required within 7 days on all
5.When a wire mesh a maximum ofa Pa.Supportsshould be driven e.tear,decompose, 4.At least one Construction Entrance/Exit is to be installed per lot ar 1.Clear the entrance and exit area of all vegetation.roots,and other objectionable 1.Per NCG-0l inspect&least once a week and after each l Inch or areas.
securely the ground support
1mo24 inches. or become in000000.rep..NpromPthf. material and properly grade it. greater rainfall',make any required repairs immediately.
Extra OBS riot urery S.Waste bins and other areas detliwtetl for managing building material waste shall be a[ /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
6 faMenatMnfilter fabric directly to pos.. ireoror�plastic zip ties should have a minimum of 50 pound tensile a least 50 feet away from storm drain inlets or drainage ditches unless it can be shown that smooth it. from leaving the construction site.This may periodic
strong.. fence,Take 0 other alternative exists.If this separation cannot be achieved,these areas must be g y require
7.Excavate the trench approximately 4,nches redo and 8Inmes deep along the proposed line of the posts and reroavoM undermining the fancy oaring contained behind Silt Fence. 3.Provide drainage to carry water to a sediment trap or other suitable outlet. topdressing with 2 inch stone.
upslope from the banier. 4.Remo.all Nncing materials and unstable sediment deposits 6.Inlets downstream of disturbances should be protected:streets should be swept when 4.Use geotextile fabrics in order to improve stability of the foundation in locations 3.Immediately remove all objectionable materials spilled,washed or
9.Backfill the trench with sir 8,Place 12 Inches of fabric 1placedeoverr NO,.fabricand compact Thorough compaction of the backml is drainage area has been properly stabilized after tha contributing sediment from the construction activity is present. subject to seepage or high water table. tracked onto public roadways.
critical to silt fence 7.0etails for Silt Fence,Silt Fence Outlets.Construction Entrances and other measures are
to.Do not attach filter fabric to ex g ea. provided on additional sheets.Erosion and sediment control details are not drawn to CONSTRUCTION ENTRANCE/EXIT
L- scale. TYPICAL LOT LAYOUT WITH ROADSIDE DITCHES
Nc=Emvl men eal.lpa9 SILT FENCE
SODDING THIS PROJECT IS IN A HIGH-QUALITY PAGE 1 of 2
WATER ZONE AND ALL REQUIREMENTS
DATE: PAGE: REGARDING SENSITIVEAREA
IL ,MIN. H! FENCE WATERSHEDS SHOULD BE FOLLOWED LOT EROSION CONTROL FLAN FOR
SILT Mr!OVERLAP.A S.RPENED
/ _ INCLUDING 7 DAY$TABILIZATOION.
I111 Gravel 1oti "';1�EROSION A.SEDIMENTATION CONTROL MEASURES�RLdiren sediment cu rea,aw. core or6MMNaHEe� ONSITE HOMES, LLC
<a ,re materich als spilled. or roadways.
GROUND STABILIZATION
11111111 SITE AREA STABILIZATION TOTAL DISTURBED ACREAGE: 2.21 ACRES
- ,re ,nm<ennu, n<n,ae,ne fan« MPieXE°,;'=;L°' DESCRIPTION TIME FRAME EXCEPTIONS
Slit Fence-Sedimmt fences should be inspected at least once a week uld after each rdnfall event.Any repairs should be made immediately.
at tall t <<dawnatundermineme rzna during map<:Otis. PERIMETER DIKES, 7 DAYS NONE LOTS 1 - 5
ABOVE •
THE WASHED STONE areas tieing secured.The and should SWALES,DITCHES
STEEL FENCE POST
pox.and stabilization of the root bed Ile sod should be Inn.and fertilized as pmata <No he axo,� &SLOPES
3M DEVELOPERS
to B�e,
WIRE FENCE an P matall ate.a not germ mar rig pmp<,y.An m as an initial step in soil preparation. i ] HIGH QUALITY 7 DAYS NONE
HARDWARE CLOTH FRONT VIEWBURN'WIRE FENCE. On.Ne grassing hu been placed.Ne area should be maintained as needed to permit establishment.-p ge then grassing era as ,the WATER ZONES
FILTER OF.] STEEL WASHED STONE FENCE2'APART AND HARDWARE
CLOTH NTRENCH fir° -FILTER FABRIC, and reseeded.soon as possible.If the tirne of year a t ulching should be propealy fertilized end limed as necessary
as 1 I" ,I NI I SLOPES OSTEEPER 7 DAYS IF SLOPES ARE MINOR SUBDIVISION
thatp�„re ,pgjpBi�i+�l1�ga.""'" „gil THAN 3:1 10'OR LESS IN
NTOSOLDGROUND LENGTH AND ARE ANDERSON CREEK TOWNSHIP HARNETT COUNTY, N.C.
osouae NOTES: Am
AS THE NOT STEEPER
1.Hardware cloth and gravel should overlay the silt fence at least 12 cop Ma e<ma wiM n<nm,maNna, wrry THE Wo. xiGHlr a1.
inches
compactedsuffic,<rymmaurethatrnenernremama place da gNecourseoftheconstmnionactivmes, "�a°°� THAN r1, 14 SCALE: 1'= 100' DUNE 2023
o° 2.Stone outlets should be placed on low elevation areas of silt fence - - APPEARANCE OF GOOD SOD DAYS ARE
BURY WIRE FENCE AND t1RY and based On field condons tithe a s ALLOWED
MAINTENANCE: ^ SLOPES 3:1 OR 14 DAYS 7 DAYS FOR
«1 Per NCG-01 nspectoutletatleMonceaweekandaftereach1inchor
I�I��I^ U�,.,a.ssoon FLATTER SLOPES GREATER GRAPHIC SCALE IN FEET
HARDWARE CLOTH FILTER FABRIC IN TRENCH greater rainfall event Complete any required reparsmmediately. Sediment deposits
2 Freshen stone when sediment accumulation exceeds 6 inches. functional aRemovedTHAN 50 IN -100 0 100 200 300 400
3.Keep mesh free of debris to provide adequate flow. eeim<m analln w<e w,tn,n P, in su,n y tine a,ment is n°, r <m., y not nrwa,. Doom
LENGTH
SECTION VIEW 4.Rem sediment when half of atone outlet is cove red. Reinforced Silt Renee Outlet_Remove sed.=deposits as necessary to provIde adequate stor,ge volume for Ole next ram to... `"'�a'ue1O1Yna ALL OTHER AREAS 14 DAYS NONE(EXCEPT
NC-Env erdui 5.Replace stone as needed to facilitate de-watering. averncK NMI maxarx owsemmut WITH SLOPES
\ keq aria x are s r.r FOR PERIMETERS
and after the contributing area l,a. stabilized.
FLATTER THAN 4:1 AND HOW ZONES) MOORMAN, KIZER & REITZEL, INC. 115 BROADFOOT AVE. FAYETTEVILLE, N.C.
I SILT FENCE OUTLET properly
PHONE [phone] FAX[phone] License #: F-0106
LAST SAVED 5/15/2023 4:40 PM LAST PLOTTED:6/15/2023 4:43 PM PLOTTED BY.Dennis Gilbert FILENAME:G\CURRENT JOBS\ONSITE HOMES\23-2]24-05 3M DEVELOPERS-EC\PWOS\3M DEVELOPERS EC-LOTS I-S.DWG