NCC232555_Site Plan or Location Map_20230829

36
EROSION AND SEDIMENTATION EXISTING ROAD "
'CONTROL NOTES: n_
1. Sediment control devices and structures shall be installed, - ye • t ei .. "
maintained and omended as needed to provide effective
control of accelerated sedimentation until the contributing +_
watersheds are alebTzed. 33
2. Construction Seouencs'
A. Notify Surveyor,Owner and Land Quality Section prior to beginning construction. STYE"
: R/W R/W
B, Install stabilized construction entrance. •• DAWSON caaNRo
C. Silt fence shall be Installed where shown and on all down slopes of areas to be disturbed. e
Fallow maintenance requirements as shown on the details sheet for every erosion control ' ; LE50'MIN.
measures. 6"MIN. �•,' LENGTH 165
THICK
07E71LE
D. Complete rough grading activities.Maintain erosion control devices os necessary. FABRIC
r�:;:z.3
E. Complete fine grading activities. a
SECTION :At-MVO
- Q VICINITY MAP-NOT i0 SCALE
F. Stabilize(seed and mulch)disturbed area.. Provide Temporary Seeding if not in - van 12 MIN.
recommended seeding dates for Permanent Seeding. S.
(SEE ZEE)
m
PLAN VIEW
G. Maintain erosion control measures as needed to assure
full functionality. Construction SoecIfinntinns
H. Upon stabilizing site with permanent groundcover,remove seed 1. Stone size-Use MSHA size Na.2(2-1/2"to 1")or AASHTO
and re-construct swoles per swole detail if necessary. - designation M43,size No.2(2-1/2"to 1-1/2"). Use
I Seed,fertilize,and mulch all disturbed areas within these time frames: I crushed atone.
2. Length-As effective,but not less than 50 feet.
3. Thickness-Not less than six(6)inches.
/ 4. Width- Not leas than full width of all points of
RITE AREA DISCRIPTION STARILI7ATION TIMEFRAME EXCEPTIONS ingress or egress. Minimum of 12'.
"Perimeter dikes,swales, / 5. Washing-When eeceseory,wheels shall be leaned to
d
ditches and slopes 7 days None
remove sediment prior to entrance onto public right-of-
"High Quality Water Zones 7 days None / area When washing it shedirsto a shall d one to on
OB,ovoo, area stabilized with crushed atone which drains into on
•Slopes steeper than 3:1 7 days If slopes are 10'or lase in length and are ii Pow / shall bed seye 0 d trap a sediment story All sediment
shall be prevented from entering any storm drain,ditch,
not steeper than 2:1 14 days are allowed I / or watercourse through use of sandbags,gEmamdci
vel,boards
or other approved methods.
Slopes 3:1 or flatter 14 days 7 days for slopes greater than 50'In length 6. Maintenance-The entrance spoil be maintned in a
1 1 I / condition which will prevent tracking or flowng of
*All other aeon with }` �+ sediment onto public rights-of-way. This ayrequire.lo es Hotter than 4:I 74 da None axc t for erimetera and HOW Zones r `T7 w 9,, `/(�� "x\ / a periodic topdressingwithadditnalatonee wnditlonaP Ys hP P V - `�• ((i) y_� '-�`� • demandandrepairand/arGeaoutofanyeasures used to
L. Upon establishment of permanent yroundcoveq remove accumulated Bz "� 0,__ \ V-e )-`J fie._ trap sediment. All sediment,spilled,dropped.washed or
sediment from stormwaten storage As and restore to design conditions. )a I I �\ I T?,� -s 1.,----1 / tracked onto public rights-of-way must be removed
3. n et'ons r( I I EIP % - h ( N e'zs's�uz.7o 'L�. %_W .Ads ed'ately.
Install necessary mechanical erosion and sedimentation control practices \IUI{ - - - 161.33', �\ 1, a...- :. --
before seeding,and complete grading according to the approved plan. /
Lime and fertilizer needs should be determined by soil test. Contact I p 0 I ..SILT FENCE c��_ �_ Temporary Construction Entrance
4
NCDA for additional information regarding testing. When soil test ore -s,1 I \ V \ _-�/.
available,follow rates suggested on individual specification sheet for 1.
seeding mix chosen.Apply lime and fertilizer and work into 4-6 Inches of ^ e e ��
•
soil by disking or other suitable means. Operate machinery on the contour. ��� • 2 NO SCALE
When using hydroseeder,apply lime and fertilizer to a rough,loose surface. 16 a77 2a so ^,/ `--" "ELM
Complete seedbed reparation b breaking u large clods and skin into �� CONSTRUCTION "7.Ac. Q I�� / <' r.J
P P Y 9 P 9 9 i 1. a ENTRANCE ( �� �/� I
a smooth uniform surface. Broadcast seed into freshlyloosened seedbed
that has not been sealed byrainfall. Seed mixture shall be distributed I
uniformly and covered with clean straw mulch. All mulch shall be crimped 1 I I C,- e ��
or asphalt tacked to help hold in place. Moterial end application rates I I a A a o,
are as follows: ). l g' SILT FENCE �eS
I� ur N 63' E 171.aa' o *ALL DISTURBED n o
TEMPORARY SEEDING - v C>CR,a 4,OFF a
Seeding Mixture:e: Winter/Early Spring Summer Fall r Q ��'X�,,PJ �R QQS TO BE oe:xa wBioEow,BExaEaoxro `E"*��
Sondes RateDb/ac) RateDb/acl Ra t:Rh/eel �' o •/ <_`"`" •SEEdE;D- PER KPREFORMED
Rye(grain) 120 -o- 120 /` SPECIFICATIONS g OStfoMA„ 12O �x.NNELBaxMETALPaBr. .
Annual Lespedeza(Kobe) 50 -0- -0- y I V e •e',.. g
German millet -0- 40 -0- jJ RIIII 0.6PIRECTEO vrvsscc.OR "Eo
•
PERMANENT SEEDING \- @° I„� >. m u 1sLO oa?s. C 3 ��PIL FENCE C '/ fir-
Seeding Mixture: L- I > R 0.35 AC. g ' o • /g/
Species &h / N�'. J�'J ��
Pensacola Bahlagrass !mt
J '{L�� TCON l_nce is desi stoicism ',/
I ___-_ _ 7 p s L Sry a� a zl,7m.7a F. ( + _
2.Use a common Bermudograss only on Isolated sites l • V 0.5a Ac. 21,606g4 S.F. '4
where it cannot become a pest. Bermudagroes may '� I '�r' i `�fn` 0 ` ' tea''
ScedinAgprDabese l replaced with 5 lb/acre centipedegrcee. '4� c I f�, ° " I '
o CONSTRUCTION I ��
I
V PP q
.� qN t ENTRANCE y''
Soil Amendments: a .,,-
Apply lime and fertilizer according to a soils teat,or apply i I q f:OT e a �-- (‘,.0
/ �7
3,000 lb/acre ground agricultural limestone and 500 lb/acre 10- 5 I I , ,-p�7 A. Ira !,s CC o I l
10-10 fertilizer !Jr M,x,mu s�
n y. T'� I 1 I I a /i
Mulch: ' ., �) / t'�1 -\ J"' M \'-( eL POSTS ArroFF CENTER MAXIMUM
.
Apply 4,000 lb/acre grain straw or equivalent cover of another 1 4 / --�' L
suitable mulch. Anchor by tacking with asphalt,raving,netting, "PP _ SILT FENCE � ,T06 a"w i
wr
or by crimping with o mulch anchoring tad. il
Rrry ) wLLao°aam,
T-.-. � ES eMasn C
Maintenance: T/ , �1: 'ram.' ie�'-s!!.. ''w"°e-- -i",'� Silt(t Fence e t a Refertilize the following April with 50 lb/acre nitrogen. Repeat / _ Rrvv
as growth requires. Mow as often as needed. '-•-.-.-.-.-. L.-.-•-•-d•I•--.-,-. -. _. -< - _ _ _ y ALL
4. Contractor is responsible for maintaining all erasion control orR+� - I DAWSON CAt3!N ROAD(E4 R O I - � .-
INSPECTION AND MAINTENANCE
measures and for amending measures required to prevent c I O ' f� ;�r,/�--6, T1 fP L'( ` " � �� Inspect once a week and after every rainfall.Mike any required repairs
accelerated erosion from taking place on this site. �•
5. Once all areas have been stabilized,contractor is to remove _ a_�� > � �2`, _ --- ,---__., -ti�--. __ Immed'ataly Should t'-:e fabric coliapae.tear,decom oae or become
temporary erosion control measures,regrade,&mulch to - - - - - -' '�`- ��-.�- y y-, x. ..,O� �4-- `,.�,�-. � act__.._ ieffect've,re I ae It er m ti Remove sediment de osits as necessar to
{ -"S i,'\�' ,n"' a"'''Ps"--' - .r tisz- "--� '� yea provide adequate storage voume for the next rainfall and to reduce y
reatabilize these areas. cleanout.Remove of fencing materigla and unstable sediment deposits and
8. .For additional requirements,see the approved erosion >t� _ ^,�L_ o� Lf�-. ��/a�""-'��.`-:--,-/M--.""J �"� 14 _ 0 U7�.,° x� Pressure on the Ience. Take care to avoid undermining the fence during
and sedimentation permit �y i wry r� -Th,,���`'''JJJ __ bring the area to grcds-
and stabilize it after the contributing drainage
p -^ \ �N arvu area has been properly stabilized.
DISTURBED AREA = 2.2 AC
LEO`-ND
RECEIVING STREAU:
E 1) SOUTHWEST CREEK
SET IRON
SO/TAM ;NDTX: I9-17-(0.5)
ECM a E%isT!he FARMER K;.LON NAIL cP _CENTERLINE
CLASSIFICATION: C;NSW
Me ..BOOOOCRMER.v LNG Ylar
oe_ x u ao-w zo.�a SOILS:BAYMEADE FINE SAND (0%- 6%)
EO EDGE OF PAVEMENT P a 0' 1.00'
.
CO
w RME N zs oo 1, RIVER BASIN: WHITE OAK
MEL= NG tINF
IBM)•BENcxAnA.D
E. =OVER„.E,ECTRICAL LINES EROSION CONTROL/STORMWATER PLAN
+610.PROPERTY EXIST NG ADDRESS
ELEVATION
PP•POV•R POI ES SHOWING
UE•PEGGANENT olL.,EAsEmENT
EB E N N NOTES: DAWSON RIDGE
TMt B•CABLE Box�Gx 1. SETBACKS: FRONT-20'; CORNER SIDE STREET-20', SIDE-8', REAR-15'OR AS SHOWN R•.-.:.�,a. I JOHN: =TIFY THAT THIS PLAT WAS
o HEREON r _A 206 Ar(as s3asa bs.) DRAWN, _ ER/IS N FR Nd N ACTUAL SURVET PREPARED FOR
88.E.A s TA.,SEWER a ACCESS SAS-SMUT UT 2. ALL EASEMENTS ARE 20'DRAINAGE UNLESS OTHERWISE NOTED !. Fors n _ vA -2'Sc' E FS SHOWN DIVERSIFIED INVESTORS INC (OWNERS)
u. U BLit owv0Aae UT NS.ACCESS EASEMENT 3. SOIL DISPOSAL AND DEBRIS WILL BE HAULED L REQUIRED. ! _o NE n� ).,N 2 S T V ARE
u E•PUBLIC UTILrr EASEMENT 4, TOPOGRAPHIC DATA BASED ON NAND 88&LI.AR C EA4 4T RA IC: - ,;SON
.....POINT
SITE TRIANGLE
omi 5. THERE SHALL BE NO ENCUMBRANCES WITHIN THE N.,OOT 3/n'. eT Y` a s.F'I AS Cr Leo_ „u ,'TN_S ,Y CA IVAL SIGNAEHSHeupr STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NC
0 0 OVERLAND ROW) s z;bo <n r•CABIN ROAD
_.._NSURc r,_ar, t.D SEAL THIS_r `AA�.tt{CA ,ib PREPARED BY
6, ONLY NCDOT APPROVED MATERIALS ARE TO BE USED V;ITHIN THE R/W.
me w e-w e sm• DISTURBANOEUMnfi 7. NO HOUSES,BUILDINGS,FENO_S OR OTHER STRUCTURES ON SITE(UNLESS SHOWN).. " = a is JAY OF __- _ , _ .,..9 A
�s-ar SILT FENCE 8. PARCEL IS NOT IN A 100 YEAR FLOOD ZONE PER FIRM 3720435400J - - �'��1.4''' g'��i: JOHN L. PIERCE & ASSOCIATES, P.A.
EFFECTIVE DATE 11/3/20D5, at' __ -i,J�f���--�� 1R S y i? NORTH CAROLINA LICENSE No. C-1888
I i = co0sraucnoNE0Ta0NCE 9. NO PROPERTY OR BUILDINGS WITHIN OR ADJACENT TO SUBDIVISION THAT ARE LISTED IN THE
NATIONAL REGISTER OF HISTORIC PLACES. PA RC, APp n 3s_1w s ns-IOT.1 JOHN L.PIERCE P.L.S. L-2os6 .. 1s• t% i E Si 0 IA_A5^ITS.111:EX N CABIN ROADI 405 JOHNSON BLVD. JACKSONVILLE, NC 28540
10. DRIVEWAY SPACING SHALL BE A MINIMUM OF 100'. I is a To FIRE c; -EONA 060=3) Col Oe? PHONE: [phone] DATE 2/14/2023
II. PER HAYWOOD PITTMAN.SOIL SCIENTIST THERE ARE NO WETLANDS OR STREAMS FOUND ON L4 - ''c:E eA4''Y.MR�. •.,. DIVERS ED INVESTORS INC, SCALE 1"=40' FB:1021 PG,40
PROPERTY. E '1..pie,
o$ DO BOX UD JOB # 202 2-21 3 52
REFERENCE:
JACKSONVILLE NC 285c1
MB:33 PG,200 SLIDE:J-227
- 40 0 20 40 60 160
DB:5831 PG,715 Mill Ell IIIIIIIIIIIIM IIMIIMI=11Milms
DB:5784 PG,435 MN - ME
0B:5883 PG,241
SHEET 2 OF 4
1\-4L-i5;1