20030564 Ver 1_MAPS_20030508

TD \ 66 0' ,
60
I~ 20-0' 10.0' 36.0'
~ Ln
TO rD ~ _T~IP- I
INV. 337_,
Hd AT TOP OF
'FA I H RACK-~ --DAM - 349.0
LIMAERILIZE SEED, AND MULL TEMPORARY SED.MCNT BAS, vWA-EP LEVEL 346.L -I_ _ _ _ CR T N IY SP] AY - T47.0 46 C - ~ =WI I - 34~ - -_~i
A-L E STGRBED AREAS PER SEED / Db.L'RBED AREA 446 AC 24 SCR _ - - - PVC R~i 8 ,t ANTI EEP COLLARS ,4.I1 T,t
BED PREPARATION NOTES AND j DRAINAGE AREA 3.44 AC SCHEDJLE FOUND ON THIS SHEET SIZE: 3C'L X 60'W X 2'C 12 PVC 2.0 t
*^Af1 SEEDED AREAS ON DAM TO WEIR LENGTH 4' t 2" SDR-
HAVE N"LON NETTING STAPLED OVER / i EXST'NC. CREEK PROFILE STRAW MULCN.* PROFILE °VC F o_ - 60L.F. OF 18" III 4.G%
350
PVC RISER TEE 4!D• I. I _EXISTING CREEK PROFILE ORE TRENCH 18
CONCRE'E ANTI-FLOATION Z_)-( SIZE. 3 X X2, ~-24" SDR-3`
PVC BARRE_
2IPRA° ENERGY J SSAPATO4 20' 12.0' _L.'8 RIPRAP
SCALE: 1"=10' SIZE 4.5'W X 91 X 18" THK.
; ; ANEW SILT FENCE A
TOE OF SLOPE SECTION THROUGH DAM
/EL 340 CREST E6 tRGLV~ SP'L-AAY __L - 47 Q
38,00 a P
Hd AT TOP OF DAM - 349 0
AL ANDY tY ON/ % JS UEA ~ C _ ISTING GROUND PROFILE
EW RIPRAP ENERGY DI
' CL.'B' RIPRAP SIZE: 4.5'4 X 9'L X 18' THl(
i
VC RISER AND BARREL ~\-SEE DAM CROSS SECTION
CORE TRENCH
SCALE: 110'
CROSS SECTION PROFILE ALONG CENTERLINE OF DAM
EMERGENCY SPILLWAY CHANNEL
6' BOTTOM WIDTH AND 1.5 DEPTF WITH 21 SIDE SLOPES ®39, GRADIENT ' LEVEL AREA _ EMERGENCY SP.LLWAY CHANNEL X1 ' 00' SLOPE' 6' BOTTOM WIDTH AND DEPTH
EXCAVATE SOILS FROM WITHIN \ ARMOR CHANNEL WITH CL."' RIPRAP wTH 2:1 SIDE SLOPES 3% GRADIENT
POND SITE FOR USE IN EMERGENCY SPILLWAY V 18" THICK OVER ENGINEERING FABR~ DAM TO LEVEL SECTIO A T ARMOR CHANNEL WITH CL '1' RIPRAP +1.09 109 ;8" THICK OVER ENGINEER`NG FABRIC
TD ELEVATION 347.0 T\ •V 0 0 0
TD SEDIMENT BASIN 01 O O
T 0 0 0 1nt
0 0 0
SCALE- .10'
DISTURBED AREA = 0.06 AC DRAINAGE AREA = 4.46 All
CROSS SEC' SIE321 X 64'W X 2'D WEIR LENGTH. 4' S SECTION PROFILE ALONG CENTERLINE OF EMERGENCY OVERFLOW CHANNEL
EXCAVATE SO'LS 'RCM AI`HIN SEEDBED PREPARATION
\ DAM t 1. Chisel compacted areas cnd sprecd topse4 ^.e= ee over cdverse sol' cord Ricr•s, ` cvoilable.
\ \ X60 _ O W 2. rip the entire area to 6 ^ches deep i r ' O 3. Remove all loose rock, roots. and other ebs . ors ed, g surface resonably smooth, and unlfcr
y2 . 0----6. O 4. Apply agricultural lime, fertilizer, and super.. sCrote ur fo miy and m x wah soil (see below•0. 5. Conticue tillage until a well-pulverized Grim. resonably uniform seedbed Is prepared 4 to 6 inches deep
6. Seed on o freshly prepared seedbed and cove seed lightly with sewing equipment or cultipack after
POND DATA: I III I ~i I_~~ seeding. III O C Ili-111-11 7. Mulch immediately after seeding and anchor much with asphalt emulsion tack or by crimping straw
AAT RSH_C AREA 96 ACRES / 1 II QU) I I III I I mulch into surface of soil wdh a set of discs set stra.ght. cr-kE 8. Inspect all seeded areas and make necessary epa,rs or reseedings within the planting season, if poss:bie.
CC% R SNDI'ION IN WATERSHED Cl OJ R 'GDS uW H -PaeN „vCERGROWTH STREAM CLASSIFICATION'. PERENNIAL III III =11 I-III-I I If stand should be ove- 60% damaged, reest bl sh following original lime, fertilizer, and seeding rates.
WETLAND DELINEATION RESULTS. WETLAN„_ ATEC N _-IANNE= ONLY III -III I I 9. Consult conservation inspector on mc:ntera e t eatment and fert zatlon after permanent cover a estoblished-
PROPOSED POND DATA: _ I III -III 'III-I - -III I I- " Apply Agricultural ,Trestone - 2 tons/core s ,,r? acre day soils: ~I l-1 I-11 I, ,I l II I-1 11 -I-1 III III-1111 Fertilizer: -.GOO Its /acre o-- c
T - - - - - Superphosphate - 500 Ibs./acre - 20%
"T CF TOP OF DAM ABOVE TOE OF DAM: 14' C r B1 3' -ENGINEERING FABRIC Mich - 2 tons; ocre - small grain straw Anchor - Asphalt Emusior - 30C gal.,'acre
%1E CF POND. 8.93 ACRE-FEET
OF STREAM IMPACTED- - BY FLOODING. 787' SCALE: 1 '=50' __c L. 1 RIPRAP 24" THICKNESS REQUIRED
5Y EARTH FILL AND DISS'PATOR. 69' SEEDING SCHEDULE
TOTAL 856
PLAN - GRADING AND EROSION COTROL F RIPRAP OVERFLOW CHANNEL Aug 15ERS SIDE DTCHES SLOPES ;MAX Aug 15 - Nov 1 Tall fescue 300 Ibs-/aae
Nov 1 - Mar 1 Toll fescue 300 'bs./acre 12" LAI, R OF & Abruzzi rye
i 7-#57 WASHE, STONE FILTER Mor 1 - Apr 15 Tail fescue 300 its /acre Apr 15 - Jun 3C Hulled Common Burmua0g-ss 25 Ibs./acre
I ~L ,--CL. 'A' RIPRAP Jul 1 - Aug 15 Toll fescue and 125 Ibs./Lucre
TEMPORARY STREAM CROSSING r "`Browntop Millet 35 Ids /core *"or Scrghcm-Sudan Hyards 30 Ibs-/acre
SLOPES (3.1 - 21
a DDEEEP'P OR Rs S10NF =4! _ ew _ Y C` _
--,sawET~xa ~6SIOwF ' Mar 1 - Jun 1 Serceo '-espedezo (scarfled` 50 bs./acre o `o &
WC nm~d 0 c (Mar 1 - Apr 15j Add tall fescue '.20 :us./ acre
CRFATER -PRIMARY OVERFLOW PIPES (Mor 1 - Jun 3) Or add weeping Lovegross '0 Ibs.,acre
W'THG'UT RISER (Mar 1 - Jun 1) Or add Hulled Common Bcrm uday^ss 25 Ibs./acre Jun 1 - Sep 1 "''Tall fescue and 120 Ibs/acre
I i SECTION Browntop Millet 35 lbs /acre `'br Sorghum-Sidon Hyc rids 30 i,bs/acre
FLIER rmm Wu Sep 1 - Mar 1 Sencea lespeaezo (unhu.lea, u-scar fed', 120 Its /acre & Tan fescue 120 Ibs /ocre
(Nov 1 - Mar 10 Add Abruzzi rye 25 Its /acre
Consult Conservation engineer or Soil Con Servd.l0l der. ce f,,'formation concerning other alternatives
F3IMOION for vegetation of denuded areas. The above vedetctc- rotes ar tnrse which cc wel' under loca'conditions; other seeding rate combinations are possible
Temporarv - Reseed according to optimum seascr for desired permanent vegetoton De lot ollow temporary
NI ABC OR fS STONE 1 y CLASS a VICSION $70NE W) 0 0 o cover to grow over 12 inches In height be'ore mow na. otherwise fescue may de shaded out.
I I 00 o 0 o
PHASE II - CONSTRUCTION SEQUENCE
I I N I ) 1. OBTAIN A GRADING PERMIT -
I I II I • 0 2. INSTALL GRAVEL CONSTRUCTION EXIT AT HIGHWAY ENTRANCE 70 SITE. CUT TREES TO ALLOW ACCESS TO POND SITE =0R CCNSTPCT~_N
I I II I EQUIPMENT. DO NOT GRUB OR DISTURB ROOTS ALONG THIS ROUTE INSTALL TEMPORARY STREAM CROSSING. Jo _ 3. INSTALLL TEMPORARY DIVERSION DITCHES ABOVE CAM LOCATION AND AREA IMMEDi UPSTREAM OF DAM WHERE SOILS W1'rL BE INITiALL'
. d#UY ~~N EXCAVATED TO BE USED AS FILL FOR DAM P,;. ATE TEMPORARY SEDIMENT BASINS AT END OF DIVERSION DITCHES 4. CLEAR AND GRUB AREA PROTECTED BY TEMPnRARY DVERSION DITCHES EXCAVATE CORE TRENCH FOR DAM AND CONSTRUCT DAM AS
° 0 0 NECESSARY TO INSTALL BARREL PIPE AND RISER TEE. 0 5. CONSTRUCT LARGE GRAVEL DONUT AROUND RISER SEE LJ FILTER SEDIMENT FROM RUNOFF CURING CONSTRUCTION. PLACE SILT FENCE
smEw aFwa 0 0 AT DOWNSTREAM TOE OF DAM.
TOP uF RI ~ s W+ 6. CLEAR AND GRUB THE REST OF POND SITE. 0 7. FINISH EXCAVATION OF BORROW MATERIAL FOR DAM CONSTRUCTION. COMPLETE DAM GRADING AND ADD PIPE RISER.
- IF IT IS DETERMINED DURING THE COORSE GL CONSTRUCTION THAT SIGNIFICANT SEDIMENT IS LEAVfNG THE SITE DESPITE PROPER IMPLEMENTATION AND MAINTENANCE OF THE APPRJVED EROSION CONTROL PLAN, THE PERSON RESPONSIBLE FOR THE LAND DISTURBING
mm ACTIVITY IS OBLIGATED TO TAKE ADDITIONAL PROTECTIVE ACTION-
- IF THE PERSON RESPONSIBLE FOR THE DIS7U4BANCE FANS TO TAKE INITIATVE TO KEEP SOIL AND DEBRIS ON SITE, ENFORCEMENT ACTION MAY BE TAKEN AGAINST THE SITE AND TIE GRADING PERMIT REVOKED AND/OR A STOP WORK ORDER ISSUED.
8. ALL EROSION AND SEDIMENTATION CONTROL PRAC''CES WILL BE INSPECTED WEEKLY AND AFTER ALL RAINFALL EVENTS- NEEDED REPAIRS AND
MAINTENANCE ARE TO BE MADE IMMEDIATELY
GRAVEL DONUT FILTER 9. WHEN CONSTRUCTION IS COMPLETE, PERMANENT STABILIZE ALL DISTURBED AREAS. 10. AFTER THE SITE IS STABILIZED, REMOVE ALL TEM Pr RARY EROSION CONTROL DEVICES AND INSTALL PERMANENT VEGETATION IN THEIR PI-AGE. 11. ARRANGE A FINAL INSPECTION WITH THE EROSION __CNTROL INSPECTOR REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AND SEED
TEMPORARY STREAM CROSSING ALL DISTURBED AREAS.
NU. HtVISIUNS URIC r ~,H CARJkV~ Hidden SITE TECHNOLOGIES, INC. Waters UrFAMV Off: IAJ.
DESIGNED BY. T.A.S. Pond Site / lan / l and Details
v 753 Land Planning & Landscape Architecture Site D Q} SHEET. 3 M/ ina DATE: 4/21/03 OF: 3
P.O.Box 1612 Oxford, NC 27585 S.R. 1502 Warren County, North Carolina
big 91999-2627 Cedar Creek Land Co., 709 Carthage St, Sanford, NC 21 U, NC 27330 [phone] SCALE: AS NOTED JOB NUMBER: 0309

EROSION CONTROL NARRATIVE
WIDTH AS REQUIRED ON PLAN 0('1 0((((1111 rrrr,,,, PROJECT DESCRIPTION
0 0~0`CT0 THE PURPOSE OF THIS PROJECT IS TO INSTALL A NEW ACCESS ROAD TO SERVICE LAND WHICH IS CJRRENTLv BEING SJBDIVIDED.
GRASSED SURFACE -USE TEMPORARY OR w 0 O O OU0 CONSTRUCTION OF THE NEW ROAD WILL COMPLY WITH ALL MINIM COUNTY REQU'RFMENTS FOR RESIDENTIAL SUBDIVISION ROADS.
PERMANENT LINERS AS REQUIRED TO
ESTABLISH TURF a a a o Q O J O0 Ot O
o~ 0 0 D 0 0 0 3 o0' c SITE DESCRIPTION O o 0
x~ 0 O)O O`C THE SITE IS ROLLING WGH SLOPES GENERALLY IN 'HE 47 RANGE.
:111=11 1=1 I I ELF o L` o 00000 ~ ADJACENT PROPERTY
0 o O THE ADJACENT LAND USE IS LOW DENSITY RESIDENTIAL AND AGRICULTU
I I I I E E1=1 11= P415`0~ -I 1=1 I-III--I' _I I=1I1=1I1=1I1= 1' MIN. M _ O O RAL. O
I A. -I11~ I11=11 1=F=111=1i = 1-1 I =1=I I =1 11=1 11_ 1=! I 1=LI 1=1 11=1 11=L=11= PLANNED EROSION AND SEDIMENT CONTROL PRACTICES:
-III- 1=111=I I I=J 1FIE 11. -11-1T_I-1 1=1 1=1-I 11=1 1=' 1. TEMPORARY GRAVEL CONSTRUCTION EXIT - PRACTICE 6.06 LENGTH A TEMPORARY GRAVEL CONSTRUCTION EXIT WILL BE PLACED AT THE BEGINNING pF THE NEW PAVEMENT.
11-1 I1=1 1=1 11=111== =1-1 1=1 11=1-1-1-! 1=1 1.I H l f O 2. TEMPORARY SEEDING - PRACTICE 6.10
-I 11=1 11=1 I ~I 11=1 11=1 I ~I I H I H 11=1 11=1 I ~I 11-II I-1 11=1 I I-1TI=1 I~ 11= 1 f 1=1 I I-111=1 I I-1 11-1 11=1 11=1 f I-1 11=! I I-1~-1 I I-11 N I i-1 11=1 11=1 I I-1 I I-11 SURFACE STABILIZATION WILL BE ACCOMPLISHED BY SEED'NG WITH APPROPRIATE ANNUAL COVER CROPS ANC Ill AS SPECIFEC. IN THE ACCOMPANYING NOTES FOR THE APPROPRIATE SEASON.
-I i 1-11 I-1 I1=11IJ I1=1 I1=1I1=1 I I-I I1=1I1=1 I I-1 I1=1 11-1 I!-1 I1=1I1=1I1=1I 1= 3. PERMANENT SEEDING - PRACTICE 6.11
-1-1 I 111-1 i I-III-1 I I I I-III-III-I 11=1 " -1 I I- _IT=i i I_ITI_I ~,=I ~ I~ I ~ I-I ~,-I ~ , ~ 11 J-1=1 I ~I I I-1 I - DEPTH (p) PERMANENT STABILIZATION WILL BE ACCOMPLISHED BY SEEDING WITH A TURF-'YPE TALL FESCUE AT A RATE CF EIGHT P'-UN-S/ 1.000 SF. LIME, FERTILIZE, AND MULCH PER TEMPORARY SEEDING DIRECTIONS
O O 0 0 } 4. RIPRAP ENERGY DISSAPATOR - PRACTICE 6.41 1 PLACE RIPRAP ENERGY DISSAPATORS AT THE DOWNSTREAM END OF THE NEW ,
'APRON THICKNESS BE REDUCED BY 3C THICKNESS MAY 5. TEMPORARY SEDIMENT TRAPS - PRACTICE 6.60 CI,EVERTS SIZE ACCORDING TO 'HE DIMEhS ONS ON PLAN
FILTER BLANKET IS )UCED BY 30% IF PLACE TEMPORARY SEDIMENT TRAPS AS SHOWN TO INTER-EPT CONCENTRATED FLOWS AND SETTLE SEDIMENT FPOM RUNOFF BEFORE BEING ANKET IS USED RELEASED INTO NATURAL DRAINAGE SYSTEM. BL ANKLET TEMPORARY CHANNEL LINING
PLACE A 8' WIDE NYLON NETTING OR OTHER EROSION CONTROL BLANKET OVER CENTER OF THE DiTCHLINES ;NDICATED SN, PLAN AND SECURE
SWALE SECTION - V SHAPED AS SHOWN
ENERGY DISSAPATOR WITH STAKES AND AS SHOWN ON DETAIL. 7. PERMANENT CHANNEL LINING PLACE NOR'H AMERICAN GREEN #SC-250 PERMANENT LINER OR OTHER EROS'ON CONTROL BLANKET OVER CENTER OF THE OITCHLINES
(TRIANGULAR) RIPRAP ENEI INDICATED ON PLAN AND SECURE WITH STAKES AS SHOWN ON DETAIL
CONSTRUCTION SEQUENCE
SEE SHEET 3 OF 3 FOR PHASE II CONSTRUCTION SEQUENCE
SEEDBED PREPARATION
TOP OF BERM CARRY RIPRAP UP SID_J 2'MIN, OF SPILLWAY 1• Chisel compacted areas and svead topsol 4 Inches Deep o.e acverse so,' cordlLors. if available.
2. rip the entire area to 6 Inches deep.
ow TOP ELEV. OF S 3. Remove all loose rock, roots, and other obstructions eav ng s..rface resonabiy smootr and un;forre fOP ELEV. OF STORMWATER /
T 4. Apply agricultural lime fertilizer, and superphosphate urlfo miy and mix with soil (see below'0. FLOOD STORAGE ZONE 5. Continbe tTloge until a wee-pulverizeajlrm, resonably unfol,r: seedbed is prepared 4 to b inches deep. yr 6. Seed on a freshly prepared seedbed and cover sees htl with seeding equipment or culococ= offer
Tl 9 r '9-/- sewing.
SEDIMENT ST01 SEDIMENT STORAGE ZONE (TOTAL BASV CAPACITY) ? Much immediately otter soil witith and anchor discs set asphot emalsloa tack or by c-'mping straw mulch mulch Into to surface of soil w set of discs set straight.
1,5 ' 8- Inspect all seeded areas cnd make e necessary repairs or reseedis within the planting season, if (.`J MAX. SEDIMENT DEPT!' ~ r v~ L If stand should be over 60% damaged, reestablish following c,r;g;nal Time, fertilizer, and seeding ates~ble.
L 9- Consult conservation inspector on maintenance treatment and ~ertllizat;on after permanent cover is estribIshed ~ LEN 8' .
' Apply Agricultural Limestone - 2 tons/acre (3 tons/acre ~n acv soils)
MAXIMUM LEVEL OF SEDIMENT COLT MIN. #5 WASHED Fertilizer - 1,000 lbs./acre - 10-10-10 SEDIMENT COLLECTED Superphosphate - 500 Ibs./acre - 20%
CLEAN WHEN THIS LEVEL IS REACH LEVEL IS REACHED STONE Mulch - 2 tons/acre - small grain straw
ANCHOR WITH ;TAPLES SECTION THRU BA`. 1 RIPRAP Anchor - Asphalt Emulsion - 300 gal/ocre
~Ai 1T C.C. J THRU BASIN AND FILTER - NO SCALE
II1 ~CARPY RIPRAP UP SIDES OF SPILLWAY-- ,PILLWAY - SEEDING SCHEDULE
I SHOh LDERS, SIDE DITCHES, SLOPES (MAX- 3:1)
i k~Ev 4' MIN ~ 1111 FLQ 3' Aug 15 - Nov 1 Tab fescue
Nov 1 - Mar 1 Toll fescue 300 IDs./acre
1' MIN. FREEBOARD 300 vbs./acre & Abruzzi rye \ Mar 1 - Apr 15 Tall fescue r
~h U Apr 15 - Jun 30 Hulled Common Burmudograss 300 Ibs acre
p)j MENT Jul 1 - Aug 15 Tall fescue and 2551 Insacre "'"Browntop Mluet
f 1 Rlf "'or Sor9hum-Sudar Hybrids 3305 IIbbs s- aocre #1 RIPRAP ~R 13 /acre
ANCHOR NETTING # _ #5 WA #5 WASHED STONE M SLOPES (31 - 2
IN A 6- TRENC- Mar 1 - Jun 1 Serlcea Lespedezo (scarified) 50 as /I
TEMPORARY LINER- SECTON THRu DEW AND FILTER
M, `100 LBS./1000 SF STRAW TER ~ER SP~I,, T~dE V~EW Mar t - Apr 15) Add toll fescue 120 Ibs. L YY /acre Mar 1 -Jun 30) Or add weeping Lovegrass F~L 7 PER DISTURBED ACRE Jun 1 - Sep 1 ."'Toll fescue and Ibs acre
MULCH HELD IN PLACE SEDIMENT STORAGE 1,800 CUBIC FEET PER DISTURBI (Mar 1 - Jun 1) Or odd Hulled Common Burmudag 2 ass 210 5 Ibs./acre
VVITH NETTING AS SPECIFIED NOTE USE DIVERSION DITCHES OR BERMS ""Browntop Millet 12C Ibs acre
***or Sorghum-Sudan Hybrids 5 tbs./acre S OR BERMS AS NECESSARY TO INSURE ALL SEDIMENT Sep 1 - Mar 1 Sensed les edeza 3 Isis /acre
LADEN RUNOFF IS DIRECTED INTO TEMP( p (unhulleQ unscorifiea; 120 Ibs-/acre ) INTO TEMPORARY SEDIMENT BzSNS. & Toll fescue a Ibs./acre
ANCHOR WITH STAPLES AT MAINTENANCE INSPECT TEMPORARY SEC+N (Nov 1 - Mar 1C Add Abruzzi rye 25 Ibs./acre CRARY SEDIMENT TRAPS AFTER -1 --'CH PERIOD OF SIGNIFICANT RAINFALL. Consult Conservation engineer or soil Corservot,or Service •or addtioral information concerr;ng other alternatives
- REMOVE SEDIMENT AND RESTORE TRAP 36" G C ALONG EDGES ACCUMULATED TO' ONE-HALF THE DESiG _TORE TRAP TO ITS ORIGINAL Di1rENSiONS WHEN THE SEDIMENT HAS for vegetation of denuded areas. The above vegetarion rates or ill wnlcn do well under locai conirars; other
F THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS seeding rote combinations are possible.
REMOVED IN A DESIGNATED DISPOSAL Af FACING. DISPOSAL AREA AND REPLACE E CONTAMINATED PART OF THE GRAVEL Temporary - Reseed according to optimum season for desired ,ermonent vegetation Do rot glow tem poa ry cover to grow over 12 inches m height before mowing, otherwise fescue may be shaded out.
4FTER A;- SEDIMENT PRODUCING AREAS JCING AREAS HAVE BEEN PERMArvENTLY STABILIZED, REMOVE THE STRUCTURF
GRASS CHANNEL WITH TEMPORARY LINER ~T BI ZE'PROPERE SEDIMENT SMOOTH VT. SMOOTH THE AREA TO BLEVD WITH THE ADJOINING AREAS AND
TEMPO MPORARY SEDIMENT
BASIN
TYPICAL i 6
COMPACTED
SO'L 111
i
i
18" MIN. 10'-0" MAX. SPACING
MIN 12-1/2 INTERMEDIATE MIN. 12-1/2 GA. INTERMEDIATE WIRES S
T,117-1 1=1 I
-1 =i III III ill -I WWI4 T
III IIII-ICI-.!I=1~ 1;=~-1 XM1F~ IiQxBENC
=1 i t=! I III 1-1 i t=! I! 11= n
NOTE.
1. FENCE FABRIC FENCE FABRIC SHALL BE A MINIMUM OF IN WICTH AND 0 HAVE A MIN. OF 6 LINE WIRES WITH '2 TAr SPACING.
TEMPORARY DIVERSION DITCH HAVE A MIN D 2. MIRIFI 140 FABf Y~I TS a rz5 O MIRIR 140 FABRIC (OR EQUAL) SHALL BE a MINIMUM OF 32"
IN WIDTH AND IN WIDTH AND SHALL BE STAPLED OR W FE.~ TO THE FENCE 1 0
3. STEEL POSTS St STEEL POSTS SHALE BE 5'-0" IN HEIGH" aND SHALL BE OF TA. LAVER o T o /
THE SELF-FAST THE SELF-FASTENER ANGLE STEEL TYPE L_z OAR t a~=.Rr-- WOOD POSTS SHALL BE 6'-0" IN HEIGHT aND 3"-4" IN CIA. obi
4. WOOD POSTS SF WIRE FABRIC S1 WIRE FABRIC SHALL BE FASTENED TO WC:D POSTS WITH NO-
LESS THAN #9 LESS THAN #9 WIRE STAPLES 1-112" L,NG /
5. INSPECTIONS SH INSPECTIONS SHOULD BE MADE AFTER EA.- RAINFALL, SEDIMENT
DEPOSITS MUST I/3 THE HEIGH DEPOSITS MUST BE REMOVED WHEN THE` REACH A MAXIMUM OF 113 THE HEIGHT OF THE FENCE
S11 SILT FENCE CONSTRUCTION EXIT
NO. REVISIONS DATE o~mwa,
SITF TFrNAIni nn?GC thin LJ;,,L,l,ft mo% I ALoa, -L nDAWAI OV. . .
Land Planning & Landscape Architecture
P.o.eox 1612 oxford, NC 27565 S.R. 1502 Warren County, North Carolina DESIGNED BY: r.A s. SHEET' 2
g _ . ,.%/1-`/u,LV, , 1-1 uuCfl vvd«rs Erosion and Sediment Control Details DATE: 4/21/03
919-693-2927 Cedar Creek Land Co., 709 Carthage St., Sanford, NC 27330
27330 [phone] OF: 3 SCALE: AS NOTED
JOB NUMBER: 0309

SR 1325
SR 1325
s 3 --------'ter---------
SR 133 R ASS
? i/1 J`',~ SITE
45
yA- ~ / ~ III
i
/ NTON Hky L \ / i \ j j I I
- - - 5B
~ I
SR 1509 /
Vicinity Map not scat
i
,
i OLZ
77- 44W Z,
i

I~............ i i I
Phase I - No approval ~ithi'Pha ell work -
Aoa
N01103SA1116?I1om
2.43 RES 390
i i I ~ eoo~ Q n ,~bw
-------T--- ' dn08b Wt SONFiM
(y ,
--------t------ , _ N01103SA1MOURNM
MOK'Ot SONVI M
TEMPOR'jvt' TO C ' T
INITIAL E CAVDATION AND DDAM EGRADINGRO N j_ i i .
\ i NI STALLS C ONCE GRAVEL DONUT CAN /
`370-_._,{}~ _~INSTALLED, COMPLETE WORK IN UPSTREAM AREA
rPhase 11 For pprbva 1 Ap r VaI It t l$~m~GlGll- OF POND. REMOVE TEMPORARY DiVERSiOP - t r+ Susu DITCHES ONLY AFTER GRADING r'tORK IS COMPLETE.
- TEMPORARY SEDi~ENT BASIN #2 -
I SEE DETAIL SHEET 1
-
~ - j-3W i 412.

- OND DAM AND OLTLFT WJRhS I
' --SEE DETAIL SHEET;
i
\ lY / / i I I ~
TEMPORARY SEDIMENT BASIN -SEE DETAIL SHEET
I
-CONTAIN GLEARIN GRUBBING AND GRAD-NN
WORK WITH;N LIMITS OF THIS AREA JNTL PIED _
/ II- + t TEMPORARY GRAVEL CONSTRLCTiON i~- r•- ~~O WITH GRAVEL DONUT FILTER IS I~STALLED.
'iEXIT - SEE DETAIL RRR \ r
I~ FROM N BUFFER 500'' FROM TOP OF ~ REAM - - I i i
1-_-- BANK ON EACH Si;
o \ v -
yT , T ~
~ I,........ -
TEMPORARY -SEE DETA TEMPORARY STREAM CROSSING, ' -SEE DETW I
~ ACCESS TO POND WORK % JD WORK \
THROUGH THIS LOT - RESEED - - ALL DISTURBED AREAS TO LAM LOT - RESEED ~ i l- AREAS TO LAWN I
I ~ __-----400_, I ~ - 1 1 I
V ~ ~ / BOG 400 6u0
i'
N REVISIONS DATE ~ooo aeoe
DRAWN BY. TA.S.
SITE TECHNOLOGIES, INC. Hidden Water s
+ Land Planning & Landscape Architecture DESIGNED BY.- T.A.S. Preliminary Subdivision Plan SHEET
P.O.Box 1612 Oxford, NC 27565 S.R. 1502 Warren County, North Carolina w 919-693-2927 Cedar Creek Land Co., 709 Carthage St., Sanford, NC 27330 (919) DATE: 4/21/03 Phase ll OF 3
330 [phone] SCALE: 1' - 200' JOB NUMBER: 0309

TM /
V \ / ~ N O
,IL i
2 0, o,
iD
I I I
TD
I i
Hd AT T;iCF~AM - 349.0 _ TF+ RALK-.\ P WAY - 341.0 11 _
MULCH 7b -TEMPORARY SEDIMENT BASIN S vWA`ER LEVEL 346.0 UME, EERTIL¢E SeEL. ANCD WA,
ALL DISTURBED AREAS PER SEED DISTURBED AREA = AC - BED PREPARAT'DN NOTES AND DRAMA EAREA = 3 4a4 4 AC 124" SLR-35 T 31
SCHEDLLE FOUND ON THIS SHEET SIZE 30'L 6DW X 2'D PVI, RISER ANTI-~EEP COLLARS 1 1 - 2" Fi CAPS- 8, .t 4.0 x
*"ALL SEEDED AREAS ON DAM TO WEIR LENv H. 4' HAVE NYLON NETTING STAPLED OVER 12" SDR-35 ' ~ ~~2C E
STRAW MULCH.' EXISTING CREEK PPDFLE )PILE ~i PIPES 60L.P. OF 15.. 4.0 0
-------$g 35 !
PV(; RIS _R TIE- EXiS-IN<; CREEK PP-FILE
CON RE CONCRETE AN 1-FLOATION BL ~C~ 4.0 ORE 'BENCH
SIZE: X 3 XSDR-35 P?C BARRE-
I _ -RAP ENEPGY -SAPAT 20' -U-~~;2 0'
7' .2 B R'PRAP 'EI 4 f X ti'_ X 1?.
'E'A Sll' FENCE AT
CE CF SLOPE SECTION THROUGH DAM
WATER LEVEL. _ -
' - - - - - CREST EMERGENCY Sp LWAY - E'er 347.G
X346",00 340
Hd A' TOP OF DAM - 345.0
. ~ ~~RdVFL~gNUA SEfi ~ UP AIL.ANO OWST-PfUC ON _ _ JI
i ~ I _EeuENGE EXISTING GROUND PROFILE
EW RIPRAP ENERGY DI„ - -7 - _ C-:.'B' RIPRAP ~
° S.ZE. 4.5'W X 9'L X 18 THK- 4'
/C RISER AND BARREL ' - -SEE DAM CROSS SECTION
'Al
' CORE TRENCH ,
SCALE: 1"=10'
CROSS SECTION PROFILE ALONG CENTERLINE OF DAM
EMERGENCY SPILLWAY CHANNEL 6' B070M WIDTH AND 1.5 DEPTH
- AIT.H 2.1 SIDE SLOPES 9 3% GRADIENT r--10' LEVEL AREA _ EMERGENCY SPILuWAY CHANNEL
-EXCAVATE SOILS FROM WIT-INN ' POND SITE FOR LSE '.N EMERGENCY SPILLWAY ARMOR CHANNEL WITH CL. 1' RI PRAP AM LEVEL SECTIONS C 'NO SLOPE- E' BOTTOM WIDTH AND 1' DEPTH WITH 2.' SIDE SLOPES 4 37 GRADIENT
A ~18' THICK OVER ENGINEERING EABRL: V ~ - TD III, TD TD E.EVATION 34, .0 t0 A L • 1 ARMOR CHANNE_ WITH CL'1' RIPRAP
'B" THILK CVER ENGINEERING FABRIC 0 0 0 -'0%
~i0 1D O' O
0 0 0 Of
I 0 0
-TEMPORARY SEDIMENT BASIN 1111 DISTURBED AREA = 0.06 AC Of~Oi
DRAINAGE AREA = 4.46 AC CC C S SCALE: 1 10'
WEIR LENGTH: 4' W % 2CA CROW ECTI( ~ECTION PROFILE ALONG CENTERLINE OF EMERGENCY OVERFLOW CHANNEL
X~AVATE ES FRBM 7r T~'N °C~L S F TR USE , 0 SEEDBED PREPARATION
1_ Chisel compacted areas and spread tops 4 arc e ee;, c e. c,iii so. con.iticrs, ` available.
2. rip the entire area to 6 inches deep.
.Of .Or 3. Remove o? Icose rock roots, arc othe oast ctars e^~ rg surface re oraby smooth aro unifcrm. y 4. Apply agricultural lime, fertilizer, and supe phasphate ,4om ly a ni with soil (see beiow•0.
POND DATA: 5. Continue tillage until a well-pulveNzed,Grm, resonabfr urtarm seedbed is prepared 4 to 6 inches deep. 6. Seed on a freshly prepared seedbed and cover see golly with seeding egvpmert or cultipock after
W TE H,'' AREA. 96 ACRES III- ~I V,-III III seeding. -III-III- 7. Mulch immediately after seeding and anchor mulch w,th asphalt emulsion tack or by crimping straw
NDITION 'N WATERSHED ^!ER JFC,DS 'AWTH H A!r LNCER;RCA7- I GEM _ASSIFICAT,ON PERENNIAL III III O O O _ .=III mulch into surface of soil with a set of discs set strai ht. ~O O O III-III-III g Inspect all seeded areas and make necessary repairs or eseedirgs within the p-anting season. If possibie.
_ -II O O I=III-III-II If stand should be over SOX damaged, reestablish following original lime, fertilizer, and seeding rates.
W.'_ANC DELNEATION RESULTS: WETLANC ATE:.N _~ANNFL ONLY = I I - _ II-III III 9. Consult conservation inspector on maintenance treatment and fertilization after permanent cover is established-
PROPOSED POND DATA: =III-III-III-III- - III III-1 I III=1 -III- • Apply. Agricultural Limestone - 2 tons/acre (3 tons/acre 'r clay soils)
"RICH )S TOP OE DAM ABOVE TOE OF DAM: 14' III-III-III-III-III-[II-1I=III-11 ill-III-III Fertilizer: - 1,000 Ibs./acre - 10-10-10 Superphosphate - 500 its/acre - 207
REED RG: 3' Mulch - 2 tons/acre - small grain straw -ENGINEERING FABRIC Anchor - Asphalt Emulsion - 300 gel./ acre
vL.n E POND. 8.93 ACRE-FEET L,~N,_TI- E STREAM IMPACTED.
BY =LOODING: 787' SCALE: 1"=50' L. 1 RIPRAP 24" THICKNESS REOUIRED
BY EARTH F'LL AND DISSIPATOR. 69' TOTAL. 856' SEEDING SCHEDULE
PLAN - GRADING AND EROSION CONTROL RIP
RIPRAP OVERFLOW CHANNEL Aug 5 SHOULDERS, - Nov 1 SIDE DITCHES, SLOPES `MAX 3„ ug 15 Tall fescue 300 Ibs./acre
Nov 1 - Mar 1 Tad fescue 300 its /acre 12" LAYER OF & Abruzzi rye
57 WASHED STONE FILTER Mar 1 - Apr 15 Tall fescue 30C us /acre
TEMPORARY STREAM CROSSING Apr 15 - Jun 30 Hulled Common Burmudagress 25 Ibs./acre A' RIPRAP Jul 1 - Aug 15 Toll fescue and 125 Its /acre
II ~ "'Browntop Millet 35 Ibs./acre ""or Sorghum-Sudan Hybrids 30 Ibs./acre
R;DOTEPABC OR 15 STONE CAPACITY OF PRE CULVERTS
6 DE IODETNER . BAW-FULL FLOW SLOPES 13:1 - 21; 0
E OF CLASS B STONE V2 W 0 0 o Mar 1 - Jun 1 Sericea Lespedezo (scarifle0j 50 Ibs_/acre
WHICHEEVVExR IS GREATER 111 0 0 (Mar 1 - Apr 15) Add tall fescue 20 Ito /acre
RIMARY OVERFLOW PIPES (Mar 1 - Jun 30) Or add weeping Lovegross '0 Its /acre
WITHOUT RISER (Mar 1 - Jun 1) Or odd Hulled Common Burmuaagrass 25 Ibs-/acre Jun 1 - Sep 1 ""Tall fescue and 120 ins/acre
'•Browntop Millet 35 bs./acre
FLTER FABRIC LINER SECTION '"'or Sorghum-Sudan Hybrids 30 Its /acre Sep 1 - Mar 1 Sericea lespedezo (ant lled, unscoriPedj 120 Ibs./acre
it & Tall fescue 120 Ibs /acre (Nov 1 - Mar 10 Add Abruzzi rye 25 Its /'acre
Consult Conservation engineer or sod Conservator Servi_e for jc ionm nforrl concerning other olternot es
E"TXA for vegetation of denuded areas. The above vegetation rates air those which do wel under local conditio^s; other seeding rate combinations are possible.
Temporary - Reseed according to optimum season far desired permanent vegetation. Do not allow temporary
NCDOT ABC OR J5 STONE I j FLOW j y CLASS B EROSION STONE (11F) Ir_I 11 I cover to grow over 12 Inches in height before mow no, other.. se fescue may be shaded out.
i PHASE II - CONSTRUCTION SEQUENCE
II I II I
I I II I • I I II I 1. OBTAIN A GRADING PERMIT. 2. INSTALL GRAVEL CONSTRUCTION EXIT AT HIGHWAY ENTRANCE TO SITE CUT TREES TO ALLOW ACCESS TO POND SITE FOR CONSTRUCTION
I 0--- - - EQUIPMENT DO NOT GRUB OR DISTURB ROOTS ALONG THIS ROUTE INSTALL TEMPORARY STREAM CROSSING.
4. CLEAR AND GRUB AREA PROTECTED BY TEMPORARY DIVERSION DITCHES. EXCAVATE CORE TRENCH FOR DAM AND CONSTRUCT DAN AS
ul PLAN 3. INSTALLL TEMPORARY DIVERSION DITCHES ABOVE DAM LOCATION AND AREA IMMEDIATELr UPSTREAM OF DAM WHERE SOILS WILL BE INITIAL~f PLAN EXCAVATED TO BE USED AS FILL FOR DAM. PLACE TEMPORARY SEDIMENT BASINS AT END OF DIVERSION DITCHES NECESSARY TO INSTALL BARREL PIPE AND RISER TEE.
W NINIfN STREAM OwRNCL INIW TOP OF BANK TOP OF BW 5. CONSTRUCT LARGE GRAVEL DONUT AROUND RISER TEE TO FILTER SEDIMENT FROM RUNOFF DURING CONSTRUCTION. PI-,ACE SIT FENCE AT DOWNSTREAM TOE OF DAM.
6. CLEAR AND GRUB THE REST OF POND SITE 7. FINISH EXCAVATION OF BORROW MATERIAL FOR DAM CONSTRUCTION. COMPLETE DAM GRADING AND ADD PIPE RISER.
PLM IF IT IS DETERMINED DURING THE COURSE OF CONSTRUCTION THAT SIGNIFICANT SEDIMENT IS LEAVING THE SITE OESPTE PROPER
IMPLEMENTATION AND MAINTENANCE OF THE APPROVED EROSION CONTROL PLAN. THE PERSON RESPONSIBLE FOR THE LAND DISTURB.NG ACTIVITY IS OBLIGATED TO TAKE ADDITIONAL PROTECTIVE ACTION.
I - IF THE PERSON RESPONSIBLE FOR THE DISTURBANCE FAILS TO TAKE INITIATIVE TO KEEP SOIL AND DEBRIS ON SITE, ENFORCEMENT ACTION MAY BE TAKEN AGAINST THE SITE AND THE GRADING PERMIT REVOKED AND/OR A STOP WORK ORDER 'SSu ED.
B. ALL EROSION AND SEDIMENTATION CONTROL PRACTICES WILL BE INSPECTED WEEKLY AND AFTER ALL RAINFALL EVENTS. NEEDEC REPAIRS AND
MAINTENANCE ARE TO BE MADE IMMEDIATELY
GRAVEL DONU 1T FILTER l 9 WHEN CONSTRUCTION IS COMPLETE. PER ALL ENTLt STABILIZE ALL DISTURBED AREAS. 10. AFTER THE SITE IS STABILIZED, REMOVE ALL TEMPORARY EROSION CONTROL DEVICES AND INSTALL PERMANENT VEGETATION IN THEIR PLACE -
TEMPORARY STREAM CROSSING 11. ARRANGE A FINAL INSPECTION WITH THE EROSION CONTRC_ INSPECTOR. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AND SEED ALL DISTURBED AREAS.
NO. REVISIONS DATE ~ouuaBwwm - .
DRAWN BY., T.A.S.
`pR°``" 9 SITE TECHNOLOGIES, INC. Hidden Waters
. t` 753 Land Planning & Landscape Architecture DESIGNED BY.- TAB. Pond Site Plan and Details SHEET: 3
P.O.Box 1612 Oxford, NC 27565 S.R. 1502 Warren County, North Carolina (a DATE: 4/21/03 OF: 3
919-693-2927 Cedar Creek Land Co., 709 Carthage St., Sanford, NC 2733 IC 27330 [phone]
SCALE: AS NOTED JOB NUMBER: 0309

EROSION CONTROL NARRATIVE
000 PROJECT DESCRIPTION
WIDTH AS REQUIRED ON PLAN 0 OO V ~ 0Ct°0 V THE PURPOSE OF THIS PROJECT IS TO INSTALL A NEW ACCESS ROAD TC SERViCE LAND WHICH IS CURRENTLY BEING SUBDIVIDEEED.
O 00 O Q O Q-CONSTRUCTION OF THE NEW ROAD WILL COMPLY WIT" ALL MINIMUM ' __N-Y REQUIREMENTS FOR RESIDENTIAL SUBDiV!SION ROADS.
IY w LL~
GRASSED SURFACE - USE TEMPORARY OR w g PERMANENT LINERS AS REQUIRED TO p_ Q O O 0U 0 (`YUQ Z
ESTABLISH TURF g LL D o °o°Ooc;°oc~° ° SITE DESCRIPTION (3 c I ° O Q O Q THE SITE IS ROLLING WITH SLOPES GENERALLY IN THE 4% - T O% RAii
x x Q o O
0 0 Q 0000f ADJACENT PROPERTY
i~,I I'- s~°P~5 =ll1=1111~11i11~ °0 Pi R910 `HE ADJACENT LAND USE IS LOW DENSiTY RESIDENTIAL AND AGRICU_Tv PAL
0 oQ i PLANNED EROSION AND SEDIMENT CONTROL PRACTICES:
~',=1 II =III= V IIIIN. I1=11511=1I1= TEMPORARY GRAVEL CONSTRUCTION EXIT - PRACTICE 6-06
= I- 1=III=III=_ =III-III-III=III-III-III=1 T A TEMPORARY GRAVEL CONSTRUCTION EX,T WILL BE PLACED AT TAE BEGINNING OF THE NEW PAVEMENT.
'L''I-1 1=1 11=1I1=1 I1=1 i I- =~=1I 1=1I 1=1I 1= I I I=1 11=1 I1=i 11 =1'I i I I I I=III=III=III i l l_ 1=III-III=III=111 III=III=III=III=' LE\~ H TEMPORARY SEEDING - PRACTICE 6.10 SURFACE STABILIZATION WILL BE ACCOMPLISHED Br SEEDING WET- APPROPRIATE ANNUAL COVER CROPS AND VULCH AS SPEC,FEC :N THE
I =1 I I-1 I I-111 I I-1 I~= =1 11=1 11-I I -I I H I 1=1 I I-'! 11=111=11 H I 1 1 ! ACCOMPANYING NOTES FOR THE APPROPRIATE SEASON. PERMANENT SEEDING - PRACTICE 6.11
-I I-i 11-111-111-111=I I I=I I I=1 I I=111-I I I-T=111=111-11 =I I I=11 L=1_TI-I I I= PERMANENT STABILIZATION WILL BE ACCOMPLISHED BY Si A TH A TURF-TYPE TALL FESCUE AT A RATE OF EIC-1 PC,,NDS/1,000 S
1=T_=1I1=11111=! 1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=11I-1I1=1I1=1I1=1I =III-I I_I=1 1=III=1I 1=111=1I 1=1 I 1=111=T=1TI=1I1=1I1=1I1=1I1=1I1=1I 1=1I I- DEPTH (d) LIME, FERTILIZE, AND MULCH PER TEMPORARY SEEDING DIRECTICNS. 4. RIPRAP ENERGY DISSAPATOR - PRACTICE 6.41
"-!IIIIIiIIII11111I~IiII~IIli11111-JIII~IIIII;,1;,1T1-III_111-1111 111-14 0 0 0 0 PLACE RIPRAP ENERGY DISSAPATORS AT THE DOWNSTREAM END iP THE NEW CULVERTS, SIZE ACCORDIN2 TO THE DIMENSIONS ON P,.AN.
'APRON THICKNESS MAY "KNESS MAY 5 TEMPORARY SEDIMENT TRAPS -PRACTICE 6-60 r PLACE TEMPORARY SEDIMENT TRAPS AS SHOWN TO INLRCEP" CJNCENT RATED FLOWS AND SE'TLE SEDIMENT -ROM RUNGFF BEFORE BEING
BE REDUCED BY 30% IF BY 30% F RELEASED INTO NATURAL DRAINAGE SYSTEM.
FILTER BLANKET IS USED JKET IS USED 6 TEMPORARY CHANNEL LINING PLACE A 8' WIDE NYLON NETTING OR OTHER EROSION CONTROL 3:ANKET OVER CENTER OF THE D,TCHUNES NDICATED -IN PLAN AND SECURE
WITH STAKES AND AS SHOWN ON DETAIL.
SWALE SECTION - V SHAPED RIPRAS SHOWN PEACE NORTH AMERICAN GREEN )jSC-250 PERMANENT I_h-R R JTHER EROS'ON CONTROL BLANKET OVER CENTER OF THE DTCHUNES
AP ENERC :NERGY DISSAPATOR PERMANENT CHANNEL LINING INDICATED ON PLAN AND SECJPE WITH STAKES AS SHOWN N --TAIL
(TRIANGULAR)
CONSTRUCTION SEQUENCE
SEE SHEET 3 OF 3 FOR PHASE CONSTRUCT`.ON SEQUENCE
SEEDBED PREPARATION
CART CARRY RIPRAP UP SIDES 2'MIN. Chisel compacted areas and spread topso4 rches deep over aa: ease soil ezodnors- if ova;lob,e.
TOP OF BERM OF OF SPILLWAY - rip the entire area to 6 Inches deep. Remove all loose rock, roots, and other obstructors leaving surface resonabiy sr-~ooth Ord .:nrfern-
FLOW TOP ELEV. OF STORMI
-LEV. OF STORMWATER ~ 7 4. Apply agricultural lime, fertilizer, and superphosphate un$orrry and r,,x with soil (see below-0. T 5. Continfie tillage until a well-pulverized,hrm, resonably „nYorm eedoea is prepared 4 t 6 'aches deep
YFL00 1 FLOOD STORAGE ZONE 6. Seed on o freshly prepared seedbed and cover seed eighty wrr seedng equipment o u.tlpack after seeding. Mulch immediately after seeding and anchor much with ospn,Jt emuson tack or by c mpng straw
1 SEDIMENT STORAGE IWENT STORAGE ZONE (TOTAL BASIN CA~aC! Y) mulch into surface of son set of discs set straig rt
. _ 8 Inspect all seeded areas oo make necessary repairs or re eed rigs within the blunting sensor,f possible I le~ 'r r - i d if stand should be over 60% damaged, reestablish following o g na 'me, `ertirzer, and seeding rates.
L5' Mk 1-5' MAX. SEDIMENT DEPTH 9 Consult conservation 'nspector on maintenance treatment and tolizaton after pe•manent cover Ia estcdfrehed-
LN LENGTH ) 8 ~ - Apply Agricultural Limestone - 2 tons/acre (3 tons/acre a clay se s1
MIN. Fertilizer - 1,000 lbs./acre - 10-10-10 LS WASHED i Superphosphote - 500 lb5/acre - 207
MAXIMUM LEVEL OF SEDIMENT COLLECTE ~IMENT COLLECTED STONE Mulch - 2 tons/acre - small grain straw
CLEAN WHEN THIS LEVEL IS REACHED L IS REACHED #Ancnor - Asphalt Emulvon - 300 gal /acre 1 RIPRAP
ANCHOR WITH STA"~LES SECTION THRU BASIN BRU BASIN AND FILTER - SCALE
AT 12 " 0. C.
-CARRY RIPRAP UP SIDES OF SPILLWAY SEEDING SCHEDULE NAY
SHOULDERS, SIDE DITCHES, SLOPES (MAX. 3.;1
1 4' MIN
J 3• Aug 15 - Nov 1 Tall fescue 30C Ids /acre Nov 1 - Mar 1 Tall fescue 330 Its /acre & Abruzzi rye
Mar 1 - Apr 15 Tall fescue 300 lbs./ocre
MIN FREEBOARD Apr 15 - Jun 30 Hulled Common Burmuaagross 25 lbs./acre SEQIME Jul 1 - Aug 15 Tall fescue and 125 cos /acre
NT ••-Browntop Millet 35 be ocre
#1 RIPRAF FqR 13' ***or Sarghurr-Sudan Hybrids 3v Ibs./acre ),,O,l RIPRAP 'PES (3 1 - 21)
WASHED STONE
ANCHOR NETTING #5 WASHE Mar 1 - our 1 Sericea Lespedezo (scaofred) 50 Ibs./acre
IN A 6" TRENCH Mar 1 - Apr 15) Add toll fescue 120 Ibs./acre
TEMPORARY LINER- SECTT7 ?RRU BERM AND FILTER _TER PERSPECTIVE VIEW Mar 1 - Jun 30) Or add weeping Lovegross 10 lbs/acre
-0G 1 BS./1000 SF STRAP (Mar 1 - Jun 1) Or odd Hulled Common Burmueaoras 25 Ibs./ocre and Jun 1 -Sep 1 Browntop fescue M IIt 35 01 bs be /acre ocre
MI_' LCH HELD IN PLACE SEDIMENT STORAGE 1,800 CUBIC FEET PER DISTURBED 'ER DISTURBED ACRE °tor Sorghum-Sudan Hybrids 30 Ibs./acre
vV!TH NETTING AS SPECIFIED NOTE'. USE DIVERSION DITCHES OR BERMS AS )R BERMS AS NECESSARY TO INSJRE ALL SEDIMENT Sep 1 - Mar 1 Sericea lespedezo (unhuued. unsca^fed; 120 Ibs/core
VTO TEMPORARY SEDIMENT BASI\S. & Tau fescue 120 Ibsaacre (Nov i - Mar 10 Add Abruzzi rye 25 Ibs./cre
I LADEN RUNOFF IS DIRECTED INTO TEMPORP MAINTENANCE' NSPECT TEMPORARY SEDIMEN AIRY SEDIMENT TRAPS AFTER EA-- PERIOD OF SIGNIFICANT RAINFALL. Consult Conservation engineer or sole Conservation Service for odditorm inforr-Gton concerning other alternatives above vegetation rates a these wnKh do well under local conditions, other for of dnuded ME\~IONS WHEN THE SEDIMENT HAS seen ge rate vegetation
ANCHOR WITH STAPLES AT REMOVE SED,MENT AND RESTORE TRAP TO combnations are areas, possbie IRE TRAP TO ITS ORIGINAL DI THE DESIGN DEPTH OF THE TRA, PLACE THE SEDIMENT THAT IS Temporary - Reseed according to optimum season 'or desired per-ronent vegetation Do not chow temporary
~36" O C ALONG EDGES ACCUMULATED TO ONE-HALF THE DESIGN REMOVED IN A DESIGNATED DISPOSAL ARE/ SPOSAL AREA AND REPLACE Tbt_ CONTAMINATED PART OF THE GRAVEL cover to grow over 12nches height before mowing, etherw_e fescue may be s^aded out
FACING.
AFTER ALL SEGMENT PRODUCING AREAS H. NG AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRICTURE
SMOOTH THE AREA TO KENT 'JVITH THE ADJOINING AREAS AND
GRASS CHANNEL WITH TEMPORARY LINER AND ALL PRCFER`Y EDIMENT SMOOTH T
TEMPOA MPORARY SEDIMENT
F
BASIN
6'
TYP, - AL
i
MIN 2
CuM~ACTED
-
T I
F`OW '0'-C 10'-0" MAX. SPACING
B" MIN MIN. 12-1/2 G MIN. 12-1/2 GA.
i- INTERMEDIATE W INTERMEDIATE WIRES
i-1 I I II IY I I=1 I I I 1 i=i l i -I I -1 I I- I! e/ \
I III=1 ' I I 1-I ;1 1 1= i -I II I III-~ I I= ~ -~.~~.a P#' Sao tyceFic ° -
QR_E . i
-1 I_i 1 . -I OR m 11_~ FENCE FABRIC SHALL BE A MINIMUM OF IN WIDTH AND HAVE A MINOF 6 LINE WIRES WITH 12' S"AV SPACING. o
NOTE: X-vul
t. FENCE FABRIC SF
HAVE A MIN- OF ~ Z~- ? v
MIRIFI 140 FABRIC (OR EOUAL) SHALL BE A MINIMUM OF 32" P v
TEMPORARY DIVERSION DITCH 2 MIRIFI 140 FABRII IN WIDTH AND S IN WIDTH AND SHALL BE STAPLED OR WIRE- TO THE FENCE. b" F+ICF L_AvpK CAF o ~YtJ i
3. STEEL POSTS SH, THE SELF-FASTE STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND SHALL BE OF ARIt -(~RE THE SELF-FASTENER ANGLE STEEL TYPE. /l,z
4. WOOD POSTS SH WOOD POSTS SHALL BE 6'-0" W HEIGHT =VD 3"-4" IN DIA. \
WIRE FABRIC SH, WIRE FABRIC SHALL BE FASTENED TO WOC? POSTS WITH. NOT
LESS THAN #'9 1 LESS THAN #9 WIRE STAPLES 1-1/2" LCVO
5. INSPECTIONS SHC DEPOSITS MUST INSPECTIONS SHOULD BE MADE AFTER EAC- RAINFALL. SEDIMENT DEPOSITS MUST BE REMOVED WHEN THEY REACH A MAXIMUM OF
1 /3 THE HEIGHT 1/3 THE HEIGHT OF THE FENCE.
SIL SILT FENCE CONSTRUCTION EXIT
NV. ht VgIVIVJ URIC q"~G;,y~ ~ UHNYYrv c) T: a.
SITE TECHNOLOGIES, INC. Hidden Waters
r n Sediment SHEET. 2 DESIGNED BY: T.A.S. Erosion and Con}r III of Details
a *8 Land Planning & Landscape Architecture OF: 3
P.O.Box 1612 Oxford, NC 27565 S. R, 1502 Warren County, North Carolina DATE: 4/21/03
919-693-2927 Cedar Creek Land Co., 709 Carthage St., Sanford, NC 27330 27330 [phone] SCALE: AS NOTED JOB NUMBER: 0309

aROUP
SR 1325 MAY Ii g 03
QUALITY EnoN
SR 133
o
SITE \
I I I I I ~ ~
NTON Ngl
~ I i I 1
I I SR 1508 I I ~ ~ I
Vicinity Map - not scale
I I r I
I ......1................., , / I
I
Phase 1- No approval it Phase 11 work ~
I~
i
i ,oo
2.43//0i1RES~~\ /RNO 390 390 ~ ~ I
~ I
I 111 1
TEM. `UT T U V 'u 14 DITCHES TO E
W . x . PNSTALL WITIJ E CG ONCESGRAN EL FDONUTDIFILTER'IS
f a , DIINSTALLED. COMPLETE WORK IN UPSTREAM . EA . -
Phase 11-For ppr I i pp V~I ` his SuDmi POND. REMOVE TEMPORARY DIVERSION ~+t-DITCHES ONLY AFTER GRADING CORK IS COMPLETE
.f............ `~a.......... ;
TEMPORARY SEDif~ENT IN #2 =
/ SEE DETAIL SHEET
L~ - - - - / - - - - 350" 0
IND CAM ' I A1~
I, li SEE DETAIPh' OE 'L WORKS too? bM
TEMPORARY SEDIMENT BASIN #1 -SEE DETAIL SHEET
1 ~
I ~ - -
1 i CONTAIN CLEARIN GRUBBING AND GRADING
WORK WITHIN LIMITS OF iH;S AREA UNTIL PIPE
,I ~_>0 WITH GRAVEL DONUT FILTER ~S INSTALLED.
i I TEMPORARY GRAVEL CONSTRUCTION 'I I EXIT - SEE DETAIL I --4. r!PARIAN BUFFER 50' FROM TOP Lr S REAM -
a BANK ON EAC" SIDE
i 160
- w:. E P~C • •JI //./~S.( i•.• a •1.~w. ••~I
SEE / TEMPORARY STREAM CROSS ti" II 'f- /.-SEE DETAIL 3y0 rt 2---
/
POND WORK- ,
-ACCESS TO POND WORK THROUGH THIS LOT - REE ALL DISTURBED AREAS TO THIS LOT - RESEED I 2BED AREAS TO LAWN
l ~ 1 I
I
Ii I
I I
I ~ _ 200 400 600
1 ~ 1
11 / I I~ ~
i Sccle = 200
NO. REVISIONS DATE oQOOOo DRAWN BY: T.A.S.
JIIt ItUHNULUUItJ, INU. ml(j(jen waters DESIGNED BY.- T.A.S. Preliminary Subdivision Plan ~ SHEET: 1
*g Land Planning & Landscape Architecture
P.O.Box 1612 Oxford, NC 27565 S.R. 1502 Warren County, North Carolina NOIIJ3S Ajl~dl InOIJ~,~ DATE: 4/21/03 Phase ll OF: 3
~ "I > 5 ~ 919-693-2927 Cedar Creek Land Co., 9 709 Cartha a St., Sanford, NC 27330 5 27330 [phone] SCALE: 1• - 200• R 0 AdW JOB NUMBER: 0309

Vt. LER-L 2L, �E=-
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POND DATA: TD
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SECTION
SITE TECHNOLOGIES, INC.
Land Planning & Landscape Architecture
P.O.Box 1612 Oxford, NC 27565
919-693-2927
Hidden Waters
S.R. 1502 Warren County, North Carolina
Cedar Creek Land Co., 709 Carthage St., Sanford, NC 27330 [phone]
DRAWN BY: T.A.S.
DESIGNED BY: T.A.S.
DATE. 4/21/03
SCALE: AS NOTED
Pond Site Plan and Details
SHEET. 3
OF 3
JOB NUMBER: 0309
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PHASE II - CONSTRUCTION SEQUENCE
RL YI
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CROSS
SECTION
PROFILE
ALONG
CENTERLINE
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OVERFLOW
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SITE TECHNOLOGIES, INC.
Land Planning & Landscape Architecture
P.O.Box 1612 Oxford, NC 27565
919-693-2927
Hidden Waters
S.R. 1502 Warren County, North Carolina
Cedar Creek Land Co., 709 Carthage St., Sanford, NC 27330 [phone]
DRAWN BY: T.A.S.
DESIGNED BY: T.A.S.
DATE. 4/21/03
SCALE: AS NOTED
Pond Site Plan and Details
SHEET. 3
OF 3
JOB NUMBER: 0309

i EROSION CONTROL NARRATIVE
O 0, O O PRJJECT DESCRIPTION r
WID'' AS REQUIRED ON PLAN O G T-' co RPOSE OF THIS PROJECT 5 TO NSAL_ A NEW A: ES 41 _ S -jRRENT Y BEING SUBD!VIDEO. O O - o O I_JNSTRUCTION OF THE NEW ROAD WILL COVPL' vi A'_~ MIN M ti L'- - _ r,_R RESIDENTIAL SUBDIVISION ROADS -
I ~ I
wl -RA55ED RACE - USE TEMPORARY OR LU ~ a O 00 C OO V T 0) ' 0 ~ j G (D
PERMANENT wEes A~ REOL'~REC :5Ia d 0 0 -dC, Cobo0~,o ' SITE DESCRIPTION
ESTABLISH R: QI O O O - ~ O O O C '-E SITE IS ROLLING WITH SLOPES GENERAL' IN 'HE 47 -
c O "O 06 OcFi) 0 0) ;C J O O O C) ADJACENT PROPERTY
Ill 1
II~I!IIIIIIIIIIIII~I 0 J O 0)11 -P ADJACENT LAND USE IS LOW DENSITY RES'•DEN"IA. AND A~ `1 0 O O a.
PLANNED EROSION AND SEDIMENT CONTROL PRACTICES:
MPx ! III III = 1' IN. TEMPORARY GRAVEL CONSTRUCTION EXIT - PRACTICE t ~E
III !=III-_ I ~ III III=III 1` ~=11: LE`.''"H A TEMPORARY GRAVEL CONSTRUCTION EX'T WILL BE PA _E_ a --,E 3r_- Ur "HE NEW PAVEMEN- TEMPORARY SEEDING - PRACTICE 6.10
III III I HI' I`I !1 I II! lil= II ~ )~=1!I II.=' / SURFACE STABILIZATION WILL BE ACCOMPLISHEC BY SEE'. ,NS iIi - jPR A'= aN q._AL _GVER CROPS AND ! LCH AS SPE-F ED .N THE
11 I =111 111=I; I=_ 1 4 I II''I- I I ~ I!=1I I=1I I=1 III=111 III 'III=1~1 I11 I!= II ICI III i'I III II II III I11 III 1' 11 I I I I I I =11 I I I I ~ III I. I I!=1 ~ 1 III 1 I=I 1! I I I-l i t 11:= ACCOMPANYING NOTES FOR THE APPROPRIATE SEA ON. PERMANENT SEEDING - PRACTICE 6.11
PERMANENT STABILIZATION WILL BE ACCOMPLISHED B' S EON- A' 17F I,F AT A RATE -17 El,-,HT PCIJNL-S, 'I Orr c D' ,C) LIME, FERTILIZE, AND MULCH PER TEMPORARY SEE[ NG , RE _ S.
-111' III II!-III G!=I II 11=111 I' =III 11!-
=11 =III _RI-1'I I ~I~II II II =!II .I' II!=1'I II-1! I =1 - - *APRDN THICKNESS MAY O 0 -A 4 RIPRAP ENERGY DISSAPATOR - PRACTICE 6.41 - 0 0 PLACE RIPRAP ENERGY DISSAPATOR AT T-, DOWNSTREAM N" - IS /ERTC SZE AG-ORD'NC -0 THE DIMENSTGNS ON P,.AN
CKNESS MAY TEMPORARY SEDIMENT TRAPS - PRA I E 66C PLACE TEMPORARY SEDIMENT TRAPS A SHOWN ? '.%_E E 2A WS AN-- Sr--E CED'MENT FROM -'UNCFF BEFORE BEND
H REDUCED BY 30% :F .,TER BLANKET IS USE SWALE SECTION - V SHAPED SHOWN D BY 30% iF RELEASED INTO NAT_RAL DRAINAGE SYSTEM JKET IS USED E TEMPORARY CHANNEL LINING
PLACE A 8' WIDE N.LON NETTING OR OTHER F-r.S ON B.:^ R EK -ENTER OF THE C L-,NES r 1CATrD CN PLAN AN SE _RE
WITH STAKES AND AS SHOWN ON DETA'.
:NERGY DISSAPATOR -PERMANENT CHANNEL LINING PACE NORTH AN N GREEN ~S < :=FPM NcN_ _N E^ rR'OS BLANKET OvER CEIdTER JF TH Ti_H~NES
TNDICATEC ON PLAN AND SEC.,'RE N ACEr A SHGJ N A.
(TRIANGULAR) RIPRAP ENERC
CONSTRUCTION SEQUENCE
SEE SHEET 3 OF 3 FOR PHASE II rONSTRUC ON SEC'_EN~E
SEEDBED PREPARATION
CAR GF ,T BERM OF CARRY RIPRAP UP SIDES 2`MIN. Chisel compacted c,eas and spec.: 4 =-yes see, e sc ab'e
OF SPILLWAY rip the entire area to 6 inches Jeep 3 Remove oil hose rock, roots. and other .cst,,,t arc ea, sorfcre r sc,acly s - urfio; m.
TOP ELEv, OF STORM' Po xIT 4 Apply agrlculturol lime, fertilizer, and supe-phcspri r~fc-rrI -,r wth so, see oe.ow•C 1E OF STORMWA.TER ~ 5 Continue tillage until a well-pulyerzecfl,irr. reso au un:fcr ee te! s pepo re 4 t,. 6 :robes deep
FLOO 1 FLOOD STORAGE ZONE yr 6. Seed on a freshly prepared seedbed ona cover seep ahty wi e_c,y so,lpme t _,,.iLpacv rte,
_ r ( ty~ 9~ seeding. 7 Mulch immedl ctely after seeding and a , m., h w.t os M e.- _s D, to,r er ty mG^ sr,w
SED'ME!' STORAGE TMEN' STORAGE ZONE (TOTAL BASIN CP=ACI Y~ mulch into surface of soil with a set of j l s er trogr - of ~r ti 8. Inspect all seeded areas and make necessity re rs eseec s w' e oci-t r secs esslb,e
i 1 5' IvIk if stand should be over 607 damaged. ees:atl r f. ''c,,rg g rz e e Illze seed .rg rates _rc 1.5 MAX. SEDIMENT DEPTH 3. Consult conservation inspector on nc rt eri t eatmers a d t r Iaot_r after per a e-: --,e, is eshoLl.sheJ
LN LENGTH 8 I - Apply: Agr cultural limestone - 2 tons, re tour /acre
MIN. i Fertilizer - 1,000 lbs./acre - 10 'C
MA01J!V LEVEL OF SEDIMENT COLLECTE #5 WASHED Superphosphate - 500 lbs /acr 20% I,MENT COLLECTED STONE Mulch - 2 tons/acre - small gra r . ow
CLEAT) OHEN THIS LEVEL IS REACHED L S REACHED Anchor - Asphalt Emulsion - 300 ao' /a--e
#1 RIPRAP
r-A', -R °r SE!ON THRU BASIN HRU BASIN AND FILTER SCALE
-'PRAP ~P SHS OF SFILLWAY -T 1 NAY- SEEDING SCHEDULE
SAC., -OOLDERS, SIDE DT.CHES, SLOPES !MAX 3 1 `
I 4 15 - Nov TaII fescue ' b° :acre
tLC 3 N, - 1 - Mar 1 Toll fescue TC'7 is ; c;.,e --r & Abruzzi rye
N F._LBCAR- "1 1 - Apr 15 Tali fescue 300 bs_zecre - Jun 3C Hwled Commor B_,-mucug-ass 25 Ibs ..eye
rD~MENT - 1 g 15 Tall fescue and 125 es %ocre
1 / •••Browntop M,def 35 Its /acre F , or Sorghum-Sudor Hv.„o.s 30 os./cc,e
U #1 RIPRAF #1 RIPRAP EARTH 6 RN S_JPES .3 1 - 2:1;
WASHE AN,-- NN #5 WASHED S'ONt
;N A 6" TRENC.-~ 1 Mer 1 - Jun 1 Sencea Lespedeza (scorlfec' 50 los/acre
_ n i Mar - Apr 15 Add tall fescue 120 tbs./ocre
-EMGORARY LINER- r' U -,P; -l APNG F!L TER _IER PERSPECTIVE VIEW IMar 1 - Jun 30: nr add weeping Lovegross 10 Ibs./ocre (oaf 1 -Jun 1) cjd H„Ilea Comore Bu-n-ueeyrass 25 bs /acre
A. A~f 1,800 CUBIC FEET PER DISTURBED ER DISTURBED ACRE dun 1 - Sep 1 ++•-or fescue old 130 'bs./ocre
erowntop Ii 35 its /acre '•-or Sorghum-Susan Hyn,os 30 Ds /acre
~FE"FE` JSE G':ERSION DITCHES OR BERMS AS 1R BERMS AS NECESSARY TO INS-IRE ALL SEDIMENT Sep 1 - Mar Sericea lespedezo (unhuiled. ursccrfe_ 120 Ins /acre
-ADEN R'-,NOFF IS DIRECTED INTO TEMPORA i PTO TEMPORARY SEDIMENT BAST%S. g Tbtt fescue 22C Ibs-acre Mar 10 Add ACrui2i rye 25 Ibs./acre
MAIN EtiA^, E U r '1rC~RARY SEDINEN r ARY SEDIIV'E'N' TRAPS AFTER EA _PI: _E JF SI(,NIF',CANT RAINFALL. Consult Conservot on engineer or soil Conservot.op. Serrce fen a -forma concern g other alternaLves
~_ANTN 4 WITH S-APLES AT PE" VE SED "LNT AND < `~GR TRAF TC for vegetation of Denuded areas. The above vegetal on rates ,=e which do well under local ccrtlitlons; other TRAP S OR'GiNAL FINE`."DNS WHEN THE SEDIMENT HAS seedng rate cam tnnbt;ons are possible .
ALONG EDGES ';-4,-E_ TO ONE-hALF THE -DESIGN I f"E -DESIGN DEPTH' OF THE TRAO PEACE THE SEDIMENT THAT IS Terr,porory - Reseed according to optimur- season for des,-e.,el--arent vegetotlor Do rot chow temporcry
Rc6^':',tG IN A DESIGNATED DISPOSAL AREP SPOSAL AREA AND REPLACE THE. _CINTAM!NATED PART OF THE GRAVEL -,e, to grow over 12 -ones it height before mowing, otherwise rescue may be shaded out.
~ACIJG. A~T-R SF- VENT =RODUCING AREAS H. NG AREAS "AVE BEEN PERMANEv'_Y STABILIZED, REMOVE THE STRU;TURE
SMOOTH THE AREA TO BLENC '.ti'ITH THE ADJOINING AREAS AND
GRASS CHANNEL WITH TEMPORARY LINER AK~S BtysEDIrAENT SMOOTH TI
TEMPOR MPORARY SEDIMENT
E BASIN
CCV~A--ED SC _ V
_ i I I G,-O i
'N 18.' M'N _ MIN. 12-1/2 Gi 10'-0' MAX. SPACING ?C/~
INTERMEDIATE WI MIN. 12-1/2 GA. KEd"6y., INTERMEDIATE WIRES C
Q~
I II liI I ' - I-1 ~ MIAiR 1~b f i
i - - ~ - 9f? EQUht MiRiR 1*0 FASMC - - ° OR EQUAL i
- I
I I I - - - N,L,E w
cl
FENCE FABRIC SIT -~..AVE A M.N OF ENLE FABRIC SHALL BE A MINIMUM IF 3 IN WIDTH AND r o r x HAVE A MIN. OF 6 LINE WIRES WITH 12 S-A* SPACING. O z'~
',J9. a o I RIFI 140 FABRIC (OR EQUAL) SHALL BE a MINIMUM OF 32' t- °
TEMPORARY DIVERSION DITCH 2 MRIR 140 FABRIC .N WIDTH AND Sr .N WIDTH AND SHALL BE STAPLED OR VIREE TO THE FENCE
S'EEL POSTS S,HA ;'EEL POSTS SHALL BE 5'-0" IN HEIGHT 4VD SHALL BE OF
'HE SELF-FASTEI THE SELF-FASTENER ANGLE STEEL TYPE- - 1T
A. WOOD POSTS SHA WIRE FABRIC SHA GOOD POSTS SHALL BE 6'-0" IN HEIGHT AND 3"-4" IN CIA. WIRE FABRIC SHALL BE FASTENED TO WOG- POSTS WITH NOT
-ESS THAN #9 N _FSS THAN #9 WIRE STAPLES 1-1112" LON_T
5. NSPECTONS SHO NSPECTIONS SHOULD BE MADE AFTER EAC- RAINFALL, SEDIMENT
'EPOSITS MUST I ' /3 THE HEIGHT 'EPSTS MUST BE REMOVED WHEN THEY REACH A MAXIMUM OF ' /3 THE HEIGHT OF THE FENCE.
SIL SILT FENCE CONSTRUCTION EXIT
NO REVISIONS DATE dam°x.q-~a oo~ / / if if 1 A If
DRAWN BY: TAS.
SITE TECHNOLOGIES INC. r laaen waxers a SHEET. 2 DESIGNED BY: T.A.S. Erosion and Sediment Control Details
Land Planning & Landscape Architecture
P.O.Box 1612 Oxford, NC 27565 S.R. 1502 Warren County, North Carolina DATE: 4/21/03 I, I' Ci I I ~i Of: 3
919-693-2927 Cedar Creek Land Co., 709 Carthage St., Sanford, NC 27330 27330 [phone] SCALE: AS NOTED JOB NUMBER: 0309

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SR 1325
SR 133 7S 5 ~ I 02
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Vicinity Map - not scale }
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N0. REVISIONS DATE aor~aeoo
DRAWN BY T-n-S.
SITE TE HN LOGIES INC. h1aaen waleCs DESIGNED BY. T.A.S. Preliminary Subdivision Plan r. '
Land Planning & Landscape Architecture
P.O.Box 1612 Oxford, NC 27565 r S.R. 1502 Warren County, North Carolina (a DATE: 4,21,03 Phase ll J~: 3
~o 919-693-2927 Cedar Creek Land Co., 709 Carthage St., Sanford, NC 27330 'C 27330 [phone] SCALE: = 200' 08 ,,UMBER. 0309