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i i A 1 Y t_.~ NOTES FOR NEW SUE~D1V1SlON f e ~ ~ c ~ ~c ~ J ..~4-488 DB 6'56, F'G 395 ~ , i ' ~ ' ~ ~
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1, REFERENCES, DB 1143, PG 162 V--` / ,biAR'r Ifi: WAGNh,s' 11 ~ ~ ti'
1 98 P 430 - U:~ Pc:> 2oa D8 D G NOG ~ Q / ~ ~ N
OB 566, PG 214 PiN: 9756-15-6332, 9746-85-2551, 9756-26-2681 NO( FOR RECORDATION, COVEYA,NCES, OR SALES
PARCEL ~`'S; 1611, 80488, 1721
, APPROXIMATE ACREAGE TO BE SUBDIVIDED: 162, 5 ACRES S K ETC I-1 f ~ LA N F 0 R z - / 1
3. APPROXIMATE LINEAL FOOTAGE OF PROPGSED ROADS: 7,983 / ! ,.1 ~ ~ ~
4. ALL LOTS TO NAVE INDIVIDUAL WELLS. I rr~• ~ , / ~ r f i ~
5. ALL LOTS TO HAVE INDIVIDUAL SEPTIC SYSTEMS. - ~ ~ ! ~ '
6, ALL LOTS TO 8E USED FOR SINGLE FAMILY RESIDENTIAL Df 308, PC 412 ~
~+,~`~r' ~..I:TIa~..i'Jl.~ 7. AVERAGE LOT SIZE : 2,36 ACRES . ................._...__.,....,._...._w.._,..._,......._ OWNER: LEWIS METTY DEVELOPMENT COMPANY, LLC 8, TOPO~RAPH/C 1NFORMATION OBTAINED FROM CHATHAM COUNTY GIS 1
x.:i.°> k Xi 11 Vf,> ; ~~~~til ~ I ~,K ~ 9. ZONING. , , , 36 Ro. ~o
4 ~ ' i;}!~ F',I `f= 10. ALL ACREAGES AND DfSTANCfS SHOWN ARE APPROXIMATE , ~ 1 ~ o ~ 4~
~ r'<:> II'~{a!y faiE'F ~;~..1 11. OWNER; LEW/S METTY DEVELOPMENT COMPANY, LLC a, , R V~ 0 a ~ ~.~a~
_ . ~ , - 9308 F0~'BURROW CT. ~ ~ : ~ i ~ ~ . ~ i : , 1.~ 't ~I t.. hr E.;,1;:,11d+~, c: (.~Pal.;i~'E:Tin ~~~.~h~I)r,~l..!`~! , r ~ ~
::rWJ~~, ,,c. , , - ,r ~ RALEIGH, NC 27613 h,~r~.~~~l.E~. l~~u~~u~l~~..,l,r al-? , 12. SHADED AREAS REPRESENT PROMS,ONALL, SUITABLE SOILS FOR SUBSURFAG'E ,`,I"L ,i,,,,,
~r~~h~:`; ~~'~I`''il"~~` E`;'~IL.r~U,~,~) WASTEWATER DISPOSAL SY5'TEMS AS SfIOWN ON "PRELIMINARY SOILS ~ ~ ~ 1 D~? 4rr2, PG 7,5'8
~ r {+f,l..Tl'~t; P~F,iI EVALUATION MAP PREPARED BY CENTRAL CAROLINA SOIL CONSULTING CO, - ~
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o :V5, 13. THE WATER HAZARD BUFFER PARALLEL TO THE BRANCH(S) IS MEASURED
>r' F'(J'hF'50 FEET FROM THE BANKS OF THE $R.ANCH(S). THIS BUFFER IS A COUNTY VAN R. FINCH LAND SURVEYS
REGULATION AND NO STRUCTURES OR SEPTIC SYSTEMS ARE ALLOWED WITHIN - P. A.
THIS AREA. f ~d clf
14. THE PEDESTRIAN EASEMENT IS TO BE 35 WIDE' ON BOTH SIDES OF THE PROPERTY PITTSBORO, N. C. 27312
LINE AND PARALLEL TO THE PROPERTY LINE. TOTAL WIDTH OF PEDESTRIAN , `EASEMENT IS TO BE 70.

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~ ~ ~ ~ ; CEDAR GROVE' ~
~ PHASE V ~ , Sediment Basin Removal ,`,,~~~N?~iiii~~y~G~,i
~ LIMITS OF ~(4 E~ ~ ~ h'S ~ou3-3~? ~ ~ ~i 1. Remove and dispose of any stored sediment/silt waste ;,.~ti~~,• ,
/ E ~ DISTURBANC tJ \ / ~aKO~ w,arN~ ccr~uRrv i 2. Flll basin and shops to proposed ditch or elope geometrics in
0P ~ ~ ~ r ~ 06 06b, PG 5~ 1 ; accordance with the design plans
1 ~ 3. Install temporary or permanent liners as called for and noted r ,
k ' ~ ~ CHEC AAM i on the design plans for the relevant upstream ditch.
~ 4p ILL SLOPE ~ , 4. Stabilize with brass, (seed, mulch, do fertilizer) all disturbed ~,~~,i `,,~~'"^•''~~~,~a~~~,,
/ areas outside the ditch flow area ~ ~~~'+uunn~~~~~~
SILT FENCE ~ 5. The use of existing temporary pipes to transfer storm water thru the
i ~ / ~8 b ~ ; ` ~ ti ~ ,5 N ~ , former sediment basin location is not recommended.
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B DS-75 ~ 0 o iy `
Note: C DS-75 ~ . O
D C-12s No concentrated flows
E sC-zso aze draining toward ~ /
F DS-7s the existln creek. g
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DITCH LINERS NOTED ARE
REFERENCED TO NORTH AMERICAN ..2 ~ ~ ~
GREEN, OTHER MANUFACTURERS
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