NCC243196_Site Plan or Location Map_20241016

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CONSTRUCTION SCHEDULE --�- `\ / / / / /
I.Obtain all necessary pewits and plan approvals.Erosion and Sediment Control(E&SC)Permit and a Certificate of Coverage - \ / / j/ /// \ \ \
(COL)must be obtained before any land disnnhing activities occur.A copy of the E&SC permit,the COC and a hard copy of the / / / /
P0� plan moat be kept on site.Preferably inepermits box,end accessible during inspection. / / / / \
tifj . �qc}',005 2.moron gravel construction entrances rust,man silt fences,...red silt fencerrr J / / / / / / \ \ 0
0 D --\
GF P' user and wattles. / / / / / / / L
3.Finish clearing and grabbing any necessary areas on the lots as they are started. / / - / / / / / / \ \
RD • 4.Begin lot grading and excavation activities �� / / / / / \ fl\
SR� IZOAD , 5.Begin or continuewith house construction activities. i� /r. /�� - �� / /�/ // / \
6.Finish all rough gradingand house construction.All areas not disturbed for]days needs to have temporary or permanent Jgronedcov / - / // / / \ \ -i�
0; ROCNFS4 ROAD ].Install driveeway elwwks and Patios. /�-//' i '_ _it///'/// /// 2„, ` - -- r E
\\
CPMDEN O03 - 8.Begin fine grading°flat are. �/ ....
i _7 � _ / / /�----�_ \\ [11111'
`� 9.Final grossing,mulching and stabilizing of lot.In most cases this will involve the installation of sod on the lot.The silt fence will / / i i i_ _ / \ ��jy N.
0 remain in place chill the lot is sodded or grassing is stabilized and ekes hold. / / - �i i�i-' _-�/ , , \ -I ^/' iil `
ROAD combined self-inspection form Pound on the DEMLR websim / // / // / _ - ----� ,
hops:/Iwww.deq.n<.guv/abouUdivieiuns/rncrgy-min<rat-anJ-IanJ-�cwn�ccs/rmsmwatcr/stowwatcr-pr°gmMnpdes-conswction-program. \
rc ���; Twelve months of complete inspection forms shall be kept on site and available for inspection at all times.It is recommendNa ///////////- �/ 1
agi KA copy be kept in a pemnw box.R.G.S.113A-S4.l through G.S.113A-5]Sections ISA NCAC 04A.0101 through ISA / / / // // i ��
yo. 11 Pr NCAC 04E.0500 General Permit NCO 010000 NPDES for Construction Activities. / / / /// / / \
AND. ...di--
I I. erosion and sedimemationwnwlmeasurca are mbeperfowedat least once every a<vmwlmdazdays and , / / I \ __ Yates Ranch Road
r within 24 hours of very min event of greater than l inch.Any needed repairs shall be made immediately to maintain measures as / / / // / \\
`47 designed.All ESC measures shall be maintained.specified in the construction details on this plan.A min gauge shall be...led / / // // // // / )
at the project site for monitoring. / /
�Q deq nc nand final acceptance leW<ofine projectoewination(c-NOT cues shall close out E&BC /// // / /0 12.l.pecn n Project is complete,the Perm / /
SITE 20 plan After DEMLR.formssubmit...Mon.
of termination
via ins on moon,the general
pershalmit
fee
/ /
.govMCA01"m eubmilan<Irottonic Notice fl )ASI20 mnuel generalpaml[fre will be charged _ -_ ��
iSid
/L1
anw the o-NOT has been filled out /
IP GROUND STABILIZATION // /�/ 0IL: ' Ill E-j 0 cr 132 1z3 / 27 zs
SITE AREA STABILIZATION / / �\j�-\\�\ / \
VICINITY MAP DESCRIPTION TIME FRAME EXCEPTIONS / / \/ / - ( ( J
N.T.S. -(I ' PERIMETER DIKES, 7 DAYS NONE f/ / / 1 Andalusian Drive II
SWALES, DITCHES / J / = Di
/ /
&SLOPES I / �/ / ma /
HIGH QUALITY 7 DAYS NONE / \ / / Di/ /
WATER ZONES v I /
iii
(HOW) fillEl] IIIIn
SLOPES STEEPER 7 DAYS IF SLOPES ARE --7 • I
A"SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY THAN 3:1 10 OR LESS IN / Ef
I
III
1 O �® �� /
NCGS 113A-54.1-IS AVAILABLE FOR USE IT CAN BE COMPLETED BY HAND OR LENGTH AND ARE \\ 149 I I 151 / p - /
COMPLETED AS AN EXCEL SPREADSHEET. NOT STEEPER 11011011P149 150
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED THAN 2:1, 14 I I 152 154 155 2 156 157 158 lx 30 /
EROSION AND DAYS ARE -1]9� I aa4" O /
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE i5A ALLOWED / \ / O NCAC 046.0131 STATES THAT-...DOCUMENTATION SHALL BE ACCOMPLISHED BY SLOPES 3:1 OR 14 DAYS 7 DAYS FOR - 7) a�l
INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE
DATING
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, FLATTER SLOPES GREATER ( --- ---- - I I 3a NC NATURAL • EAGEMENr {-.' bA
DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, THAN SO'IN -t --- Q ,\ C 10 PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION LENGTH 146 I. 1 -__ • - •,.� �BO i.1
CONTROL PLAN." I I .TaUCno>N- __ .-'Yr \
ALL OTHER AREAS 14 DAYS NONE(EXCEPT 145 144 I; I LIM1rs CO la,- 3o'rv.NATu ASEASEMENT Lea ��
WITH SLOPES FOR PERIMETERS ( 143 I I 142 141 140 MI'-- \ --- -O - ------ jx W NC NATURA GASfA3EME-pT ap•rvc NATURAL FLATTER THAN 4:1 AND HOW ZONES) - 138 137 133 ll --- ----- GAS EASEMENT S.
°ratan 1t316 135/ 134 E- ;+9 a 32/�
1
COyIRU•ION IL-::^: / �W I 21 I
DATE: PAGE: I ^q --- \ /LIM /, // Lot& 127 I , 11 1
S s /W Silt S k/Wattle \ ^Y oa stetT I \:(/ I N 2,,,,,,,,...
t�'EA)q .,�
FL �� MI w°ed FLO.-u, �l _ .cot ee°�°r \ \ \ I i Pony Lan: a1 ^o 1 1� LIMITS 20 al1-1
idwrInwpmr.mi- - �611: Il_1 • - \ \ \ I 5s / R ll 'I 7E T UETO 1_. IMI I I� I / I
°,a r 11 B hen ...NW.rampeal d
Mh.'I Stakes Mn2 to length such that logs do not de.. N. / 1 1 1 P o \I
Stokes 1°wamelal should installedne parallelw -Zn I -�'
SECTION SECTIOgraN
°soe'I.veru:1si a e a be. m `� IN 168 170 \ 1 I I / sl-1 cE`I n AER a ep
Pat areas slope. eedgeoftna e.T.ends of the silt ` ��/te -- I / N �,G2 4 I I I / / % I-rE1 1 I w� I
land�o Wetsitem g nndlhaan4°ltha 'Ill, ITS "eaE. I I / / I I I wII 43 I 13 E
M* <o
g," laa)as � v A v 55vvv / / / I / / / I / I I I I 1 .1 I
,11 i,I , Oak or other durable hardwood stakes wi.a 2
inch x 2 inch cross section should be driyen 75--
socklwattle.Stakes snoun he ..... � vvvv vv >a 166 1�3 // /// / I l l / / / y� oro //35
lt
maximum i.rval of 4 ore of 3 feet it pla(I) kli vertically plumb,through the center.the ced
vvv� A v �15-5 164 :.:/ 45/ // / / / / / / / / / �e
Tri
Wood Mulch m Corn et ,.....°.w.m...�.,.r°°.°,erer,....e1XW 1,. venm. .a are used on va+.mm0 neary V P A\ �(� / P �• G• t� / /
To 1/2 height of log 9 ntl 4 Mm. a aema°UM1 FIN iele 0e when °M _- �-\\ \\ \ \ \ ` \ / CONSTRUCTION Ian ..G�" / / //., / ,,,Z� / / / / / / / yW 1 I
uN REN NEDINSTAL DON concrete Mallbaa�d 'gry"hesilla - - ._._ \\\\ -sngh. LIMITS I ^I �// REA / / // 41 0, CONSTRUCTION 14 I a / I
SOME MCVI w to holatekId .5. \ \ \ \\ 4� // / / / / / / / $3 _IT N "' J
"NpA<tan<o<n/wanLaG.aatwaaxlya°aanar �\ �\ \ \N / // / "E" / / / /
MAIN
g a rminfalLR m. \\ `� Pureed Circle l \` // /� / / �osB
Mal<horCom, COMPOST SOCK INMAL FLOW PATES acct.:lat sedime.andanydmrisaa \\ \ 53
rwuntrenMladsn<aa Arcane. p•mparsoa< '"°° tiwen laln<A azI°to nmdadwall°wwrada9UM•nnw. \\ \ \ �� no �� \'>z / // / / / / / / ///.3w / eci /
rcMM d c•Nn N.•, ranO O nth ash'm Dec 2. Sin wama mnM b repI ad Jd gged°, \ \ 47 / / / / / / / / 40 b Al5 I /°ml r>ro°m)( )( 1 °ml wen. _ \\\ \ \ ♦\ \ �,\ \ - - / / �/ / / .�shoat FIm.� a °.roam a. oo F• so F. 000 ,00 so a. heecmea aNe tine \ \ \ \ -5g- I - / // / / / // '/ / / 17J/ •
s t so<h/k°rah rail a,aa mi idzsmi ('dos m1 a m> r�oml a o;;a ��°"a tadtha - �"_ \ \ \ \ \\\\ °�: f 48` /i// / 160 / / / / / / / / Ilia \ /
wecnA, fwona �poaeD� b damaged ordlwdmeasure ��_ 1 \ \ \ • \\ �_ 51 � I 50 \ �0// �/ �..` //
in ,'in ,m�a rcart n 4. d�bsb dth inspected \ \ \ \ \ �. l
V.A. i/im) lin/. vm2/m) Ign/m) measure.h.n p°°armanenw billxed. 1 \ \ \\ \ \ �\\-- \\ - 1 -- ,� a"---�// / //' / / / / / / •
// / 39 I
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION 1 ‘ \ N. \ / 1 / / / / / / / •
\ N. v N �� ,N -----�i// ) l l / / / / / I / / A'a n6 •
\�•- \\\ 4.2\ `\��POD N. - - J///'/ / / / / / /�38 \\ \\ /- �\
DATE: �� `�`t0\ - \ \ Ce \ / ----�'' / -\ / / / / / / / / / ' \ 1 1
PAGE: - -- ARE..` \ VA,' i i - / l \
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tar u NGD u NNW E �� j �� j �i aDDE z �\ ( � \ \\ \ 1\ \ �\1\1\\\\\ \\ \ �\ \\ \\ • \\ \
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LooRa INLETv� OE CURB O -GAVWAV ,.'•iT ETiT. o, 9��ttr, \ \ \ I / / /- \ \ \,/ / -- /i i% \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ 1 \ \ \
..YrGE Nme; \\ \ \ \ \\ / / I ( 1 \ \ // �- ��\� \ \ \ \ \ \ ♦\\ \ \ \♦ \ \ \\ \ ♦\ \\ 1 1 \ \ 0,..-)
\
Lei 1.If needed,Tree Protection fencing should be installed along the buffer zone,wetland \\ \ \ \ /J / I I 1 \ / - \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ` _ es\- ) I I \\
boundary and/or around protected trees,previtlingaretlius of at least 1.26 feet for each ��\�\ \ \ \ / / 1 \ // �- ��\\ \ \ \\ \ \ \ \\ \\\\\ \\\\ \ \\ /v'N \� _cJ 1 I 1 /
LEGEND inch of trunk diameter. \ \ _ \ \ \ \ _ \
2.Install Silt Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on •\\ \` \ / ( / / \\\\ \ \ \ \ \ \ \\ \ \ \\ \ \ \ \ 7 .-.- \\\\\\ ) J 1 /
N schematic/diagram and Feld adjusted,R necessary,for placement at low points.If lots are \ \ \ \ \ / ) \ \� / \ \ \ \ \ \ \ \ \ \ \ \ \ / //'-` I /
contiguous and have aircerent Iona owners or builders,each lot Shows have individual sin \ \\ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ / // \\ __
Flow DIRECTION I 1
SILT FENCE -.-._ -
BLTFENCED LEr Fen ea \ \ \ / \ \ \ \ \\\ \ \ \\\ \ \ \ \ J I I
3 InstallrequiredSltF IN ,Of t fproperty l t s thereBiel with \ \ \ \ \ \-J \ \ \ \ \ / \
CONSTRUCTION ENTRANCE septicsystem.Il' h responsibility rareb builder t theinstallation M sediment \ \ \\ \ l I / / \\ \ \ \ \ \ \ \ \ \ \ \ , I/ / I �\\\\ \
CURB INLET control d impact n septic systemdP repair () ��\ ��� ���\ \ I `� / \\\�\\\\\\\\;\ \\\ \\\\ \\ �' l I I _�\\\\\� �_� 1
4 Al least Construction Entrance/Exit is tub installed 1 \
6 Waste bins and other areas dedicated for managing building material waste shall be at \\ \\ ♦ \ \\\ �- J \ I // \ \ \\\ \\ \ \ \\ \\\ \ \ // I / \�\\\�-^��-
least s0 feet away from storm draminlets od g d0On unless It can be shown that \ \ \ \ \\ \ \ I / I / \ \ \\\ \ \ \ \\ \ \ \ \ \ \,J I �--��� -�
no other alternative exists.If the separation cannot be achieved,these areas must be
\ \\ \ \ \ \ \ // I / \
contained behind Silt Fence. • \ \ \ \ \ \\ \ \` \ \ l ( / / \ \ \ \\ \ \ \ \ \ -- `\\\ /
6.Inlets downstream of disturbances should be protected;streets should be swept when ♦ \ \ \ \ \ \\ \\ • ` \- \ \ L I / ) - \\\\\\\\ \\ \\\ \\\\\ \ �� II ---`�\\\\\� � /
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sediment from the construction Outlets,
s present. \ \ \ - - ` \ /
..\NC-Envronm en lal Hoeg T.Details for Silt Fence Slt Fence Outlets Construction Entrances and other measures are \ \ \ \\ \ \ \ -- �` \ -providedadditionalErosionsedimentdetailsarescale. J\ I \ \\�6\ \ \ \ \ \ \ \ \ / / I / / \��� \ \ \ r \� -\
TYPICAL LOT LAYOUT WITH CURB AND GUTTER
DATE: PAGE: PAGE E 1 of 2
TOTAL DISTURBED ACREAGE: 1.83 ACRES
LOT EROSION CONTROL PLAN
LOTS 128, 133, 136, 137 & 162-164
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION VALLEY END
as /
0
Q' �3 General-All measures will be inspected and corrections made after runoff producingrainfalls or at least once a week minimum.The builder will insure that the construction activities on anyparticular lot do not adverse) affect anyof the installed erosion control measures.If lot construction dictates measures will be
P perY �r
Q J`v. / �'° relocated on the lot to insure 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 control manual.Sodding,seeding and mulching will be maintained to insure proper ground stabilizing cover. PHASE THREE
S f�n„�� FOR
* ^..r STD.�M Gravel Construction Entrance-The gravel pad should remain in a condition to prevent mud or sediment from leaving the construction site.This may require periodic topdressing with 2-inch stone.A#er each rainfall,inspect any structure used to tarp sediment and clean it out as necessary. Immediately remove all
/40� - i N. objectionable materials spilled,washed,or tracked onto public roadways. B E N J A M I N STOUT REAL
f g'gs2'-"L'B 4EL < '�-`J S:R 5:��K.Sn�-.�. 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 should be replaced promptly.Any sediment deposits that build up against the fence should be removed and disposed of properly to insure
y' �. - - that the removed sediment does not wash back against the fence.Adequate storage volume should be provided for behind the fence at tall times.Take care to not undermine the fence during cleanout operations.
4era.0. ---- ESTATE SERVICES INC.
b;L,i:,],4 s„ o, Sodding-The sod should be properly maintained to insure that the grass take holds in the areas being secured.The sod should be watered as necessary to maintain adequate moisture in the root zone and prevent dormancy of the sod.The sod should not be mowed to close,since this could inhibit adequate growth 7
/ tJ i_l r�e,�,f.*` and stabilization of the root bed.The sod should be FAx and fertilized as per soil type recommendations and type of grass recommendations when and if passible. ROCKFISH TOWNSHIP CUMBERLAND COUNTY
Grassing and Mulching-The area to receive grassing and mulching should be properly fertilized and limed as necessary as an initial step in soil preparation. Once the grassing has been placed,the area should be maintained as needed to insure that all areas are germinating properly.Any bare areas should be SCALE:1 LL=100' SEPTEMBER 2024
Construction: Maintenance: repaired,and reseeded as soon as possible.If the time of year does not permit the establishment of a permanent grass,then a temporary grassing should be used until the growing season permits the use of a permanent grass.
1.Clear the entrance and exit area of all vegetation,roots,and other objectionable 1.Per NEG-01 inspect at least once a week and after each l inch Or GRAPHIC SCALE
material and properly Breda it. greater rainfall:make any required repairs immediately. Wattles-Wattles shall be inspected after significant rainfall events.Rills or gullies upslope of the wattle and any undercutting is to be repaired.Sediment deposits that impair the filtration capability of the wattle shall be removed when the sediment reaches one-third of the wattles functional freeboard height.Removed
2.Place the gavel to the specific grade and dimensions shown on the plans,and 2.Maintain the gravel pad in a condition to prevent mud or sediment Ion a o O
mooch it. from leaving the construction site.This may require periodic sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water. - 11
3.Provide drainage to carry water to a sediment trap or other suitable outlet. topdressing with 2 inch stone.
4.Use geotextile fabrics in order to improve stability of the foundation in locations 3.Immediately remove all objectionable materiels spilled washed or Reinforced Silt Fence Outlet-Remove sediment deposits as necessary to provide adequate storage volume for the next rain to reduce pressure on the fence/outlet.Take care to avoid undermining the fence during cleanout Remove and replace stone as necessary as it becomes clogged with sediment.Remove all
LLL��-
subject to seepage or high water table. tracked onto public roadways. fencing materials and unstable sediment deposits and bring the area to grade and stabilize it after the contributing drainage area has been property stabilized. ( IN FEET )
1 inch = 100 ft.
CONSTRUCTION ENTRANCE/EXIT MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305
PHONE[phone] FAX[phone] LICENSE#F-0106
LAST SAVED:9/4/2024 7:40 AM LAST PLOTTED:9/4/2024 8:18 AM PLOTTED BY.Dennis Gilbert FILENAME:G\CURRENT JOBS\BENJAMIN STOUT REAL ESTATE SERVICES INC\24-2510-02 VALLEY END-EC\PLANS\VALLEYENDEC-LOTS128.133.136.13]&162-164.DWG