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<br />ExOt Fince
<br />Std,Silt Fence LOT B
<br />Std Diversion D�ke
<br />S0114 AL41
<br />MAP SCALE." 1" =200 VICINM" A-15113
<br />Std, S;�t Fence Wver . ... . 000
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<br />S'TER,,PNG,, VA
<br />0 7
<br />2) APPEARS ON TAX MAF,' kINSERT 81-A -3-2A...11, 8, 12, 1,3, 14H, �,,7, 28 2�)
<br />3) REN NLJM(,3F,.,'RS: LDT 11: 013-19-676!5, 1 ()T LOT 12; 013Q-!567,f
<br />LDT It 013-18-4579-000: LBT 14E3; 013-18-187? LOT ;27, 01.3-28-571291
<br />28 L(7 28; )13,28-6814: LDT 29; 013-28-790& t 0'j- 14A,; 01,�'318 2592,
<br />OF 4) ZONE AND USE: R- I TCjTAL ��,`,,�STURBED /,\K,4,,� 35,298 SF
<br />!",", �i LDIATUM, JSGS 2' CONTOURS KTERWIL
<br />Y' AL1, C,,-,,)NSTRUCT10N SHALL CONFORM TO LCSA & LOUNDOpq COt,JNT",
<br />AND SPECOXATUNS, LATEST EINTRDN
<br />#e4 C`Y�,`DA.Fe 1,,IRJVL,'
<br />U
<br />P, 7; N1 0 1'i T1 E RE,`,,,�,"ORT FURN1,".,dHED
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<br />DOUGL4S & A,,'V,,,VE SHONNAN)
<br />VP
<br />13--,?8,6814
<br />VA CAN T 29 MWAN WV AMS710VT CXIV7719L 114AMNIVE
<br />45,656 SF lfhjs Pk,'?,n is for the construction of 813,73 lf cf 8" 8000" sewer and 330 if -J 4" scn�tary
<br />MterOls OcToss 5 tots in Richland Acres, The d4hobed area is 3n298 st For the presen, toe
<br />#06 CET),4R D,f?IVP,' Invoked are aH served by pri,vcte woter and se-,,wer,
<br />EX�STING, StTE �,';C)NDJIONS
<br />CO 2"
<br />1-) ?8 Tht; site on the northtyly side of Ce(j(,,. 'noderote ,�slcpes jr,,
<br />1z' Drive �s MOsto wooded with
<br />PIN # 13,;
<br />to R) area for the sewer, r1lGit! The sewer runs somewhat WagonaNy across grade for the first haH of is run
<br />en ,,,,ind, then w1h this center of a shgnt swc;le fcr the rema�ner of the v Tl�)e luterc'� on Lot 27 runs up
<br />z wr,,�Y,
<br />10 across open lawn to the rear of the house, "T'he disturbed Gma of the main �,s, 5,692 sf and runoff
<br />�280,9 7 is rnosfly sheet, flow crossing the, sewer rna I
<br />ir diagona��y,
<br />1"he c,,,,=strucUon We on the souTed Ode of Cedar Lane s n
<br />most ly wooded Kh moderate to steep slopes,
<br />Y
<br />C�l The dishatied area for mai
<br />511 n, Wteral and sorne Wng is 28 452 I'The f4st segment of Ws seywer, between
<br />xisting SW-i I and poposed 'SMH 2 rkms sornewhat peralled to but sUghty above the invert of c3 swaie
<br />which txis a contributing cirainage arec of 50acres at the lower end, 7% section of the, main crosses
<br />the swcOe at about the Some Mce 4 crosses the Qe stem portion of Outlf ontribut�ng wctershe,,,j
<br />Ot thiS peAnt 443 acres. The rest of the semwer rnain Y'Jcs W WH at a sliight di, gon,, � to grode ond ff
<br />B, Th e c
<br />CV JJ6k 6 7 generally occuring as flow a 1
<br />sows
<br />Sobs on this Site consot of AdestKa groveny si!t which is mappirtig un�t 77(),`,5 c,, nd Pe
<br />3
<br />silt loarn, which is nnapped as '739, NestKa graveliy sHt "n ja sever y rod d 0 w h
<br />ej e e S j� j t, <]
<br />severely eroded slope range (15-25%1 Tits V a shmow, well to excessively drained, erode(,1
<br />71 reddbh-brown foarny�,,,keletol soils or� steep convex siopes in
<br />deve1oped hom Tlriassi,,� �,,,�;andstonesj%sanes an�i shales, De;pt�� to ripsrct>�e bedroch is generalit,
<br />30 , h�y dissected terro�n with gu0ies,
<br />less than 20" and hord bedrodck is greater than 4'. The penn soiI a a
<br />between 3 & 8% This A a modemtWy deep well draked Mity sy� or, s�op slope r nge
<br />57 j VV orIg c�:)rjvex lonciscopes,
<br />218 5 Thk SWI is also devek>pecJ fronr TriasSk shtstcuies and shales, 'ri'lis S,30 hos good development
<br />potentitli MW few gwoblenix Subsudoce drainage is fair. foundcUn support and Edope st=Ry
<br />are gooM erosion, potentiat is r',6gh, Depth to raCk is 20" to V
<br />454 TW
<br />Iy ADJACENT AREAS
<br />291A T R E E,"'
<br />The propewty 4 bounded on c�! s�des by restderqui %ts located ir, R�0��and Acres SuDdivis�on, e:x,cept
<br />TREE
<br />Oubot B vvhich is Cluster operi space.
<br />SAW 5
<br />All
<br />i A i" CRiTICAL AREAS
<br />IAIV IN--266, 00 There is a smciti area about 1,200 sf near where the sewer crosses Clutict B which hus KUM Mopes
<br />INV OUT =265�&8 now bul will be re--grc.,ided to elirniinate thern, w1h he sewer &VaHaUon,
<br />T'RO;
<br />EROSION AND SEDIMEN7 COW l,_ MEASURES -- FISASE I
<br />The construction pf the pro
<br />241 TREE
<br />-�iniize the impact of Q
<br />)OtAG ject is to proceed in such a manner as rnfir
<br />sHtabon crid eros%. The eros�or� and sedirnert p0an is to be Wowed and aH measures necessary
<br />_M.J�
<br />v re to be taken to gwotect undistubed xreas &am consbucbon area runoff, All 0tation and erosion contrw
<br />T
<br />a
<br />0
<br />Of 0
<br />Inv""
<br />measures and pracUces are to contorm
<br />rn tc,,�, the v5rqimr,,, E,c)sion and Sedinent Control Handbook,
<br />ed%n,
<br />-;wow EROSION CONTROL PROGRAK
<br />2 Q Eros�on Shall be rninirrized by the rapid stabKoWn
<br />r)
<br />of chsturbed areris, Distrubed areas are to
<br />1� W be temismarHy seeded and truWhed if riot conQuousy worked for 1, days
<br />cei, -,- , -
<br />. ........ l�ll �111 1111,
<br />uni
<br />ess iothrw s,
<br />TEKM 0 N S T outhorized by the county Kispector All UWAY trenches are to be compacled, seeded and muQhed
<br />ENTRANCE within 14 calender days after backh& Ali temporory ealh be"rc soil stockp0es
<br />E
<br />LnXn' POL J, 1 12550' dikes shoh be seeded and muiched for temporary vegeta6ve cover Qhki and di'version
<br />�IY Pol_ 9, areas to be paved may be Mabized by Placement of base c 10 c0ender days, Those
<br />. ..... 271 W and si,.,�bbose rnaterials rather thar,
<br />(GUY WRE I
<br />1",j VY I R t S vegetatve cover,
<br />GUY WIR . t -Nl "J,
<br />MML BOX ..... .. . a GAS SEDIMEW)," CONTROL
<br />MAIL '80
<br />EDGE PAVE Clear the area reqked to install We sHt fence. dWerfor dke and 1,,,enipzn,,iry construc-,tion entrance,
<br />C, Once those rneosures are W place the rema der o
<br />culvert protection con be instaHerh irl f We site cr,)n be c�ecrred and fe ,e
<br />It in the KspectocF� opir�ion, rnu(j and debris are not sufficierrfy
<br />CEIMRDRIVE removed by the vehicles troveling ovc4f' the c0r'Structic�, e0rance, a wash inea wK be mquired,
<br />MAMNTENANCE PROGRAM
<br />AH silt control measwvs and newly stab�Wed culas are to be inspected da0y by the job
<br />S5,Y56*00"E 40? 17* superintendent or his representativ, and any neCeSscyy repows made ty the mid of the day,
<br />29 11, 11 -'- ' - -- -- -- -A - Si`t deposits to be removed c1ter each roky WS100101 is W t,,,e on Or- of site, Ail
<br />12000" 7971 157
<br />12520' o n t no i
<br />measures ore to rema�,r� in 94ace unth Vn(A groding reqwres remayak WOW to the inspectors
<br />approvait,
<br />SANITARY SEWER PROJECT ,[I) Xj
<br />1,13 1 12 11
<br />GRADING PAN and 5511117AIRY SEWER PLAN
<br />29 & ?8 TO LOT 07
<br />0,5.5 L0',rr,5
<br />5
<br />ST ('770,N 2,--A
<br />RICHLAND A CRfi_','S
<br />SUGARLAND LFLECTION 1)R3'1"j?R,T
<br />Charles FR. Johnson
<br />0 L K V T YK V 7R CC. rVINN j?
<br />001,11,701JA" (,,, 1A
<br />N o. 7426 14,7 P
<br />Qvi DESIGNEED BY: CRJ DRAFTED BY CONAP JBC
<br />fel-
<br />CF!,ECKED BY.
<br />SCALE I
<br />25'
<br />DA"FE: MAY 1, 2003
<br />T`__-----`--
<br />CHAREE.5 R. JOHINVOSPONP S H E7 ETT
<br />C191`45107750 C7V7L EPAWAWE7Z
<br />E"NGINEEWS & IAND SURVEYOR,!?
<br />18>310 IINECWKST ROAD - SUTIE"' ?04
<br />OL, _KJR�JX� 20,1911636 703 758,- 7758 1 OF 5
<br />F 4 15 to -- G FP
<br />
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