HomeMy WebLinkAboutSoil Waste Disposal Site Potlatch Gravel - PLN General - 5/13/2002 Soil Waste
Disposal Site
Potlatch Gravel
Potlatch Gravel
P.O. Box 474
Hoodsport, WA 98548
360-877-5768
May 13, 2002
Mr. Pat McCullough, P.E.
ESA
210 NE Cherokee Beach
Belfair, WA 98528
FAX: 360-277-3187
Proposal
Potlatch Gravel will accept waste dirt, no woody debris, at
its permitted site one mile west of Hoodsport. This permitted site
is capable of accepting up to 640, 000 cu. yds. of fill (Mason
County grading permit GRD 99-0012) .
The owners have accepted and graded per this permit over
20, 000 cu. yards of waste material from the Lilliwaup slide, DOT
waste dirt from Purdy Canyon and ditch spoils from the Hoodsport
water system.
Waste dirt must be clean and graded to specifications of the
Mason County permit . Waste dirt is accepted for a charge of $1 . 00
per cu. yard. Shaping by bulldozer can be done by the client or we
can shape the material for an additional cost.
The distance from intersection of Hwy 106 and Beach Drive to
the permitted waste site one mile west of Hoodsport on Hwy 119 is
14 . 2 miles . The route is all on State highways and only the last
mile is uphill .
Truck and pup trailers are easily accommodated. Round trip
would be less than 45 minutes .
The owners also operate a gravel pit in Potlatch on Hwy 101 .
(GRD 2001-00011) . Pit run gravel is available in large quantities
for $1.50 per cu. yard. Loading by excavator is also available .
The pit run meets DOT highway construction specifications .
Simpson Timber Company purchased .9, 500 cu. yds . for road building
in the Spring of 2002 .
The Potlatch pit is located just off Highway 101 at Mile Post
334, 10 . 5 miles from Beach Drive and Highway 106 . The route is
level, accessible by State highway and only the last one-quarter
mile is uphill . A round-trip could be accomplished in under 30
minutes . Trucks with pup trailers are easily accommodated.
Pat, depending on your project timing, it would be possible to
bring a truckload of waste dirt to Hoodsport and return fully
loaded with clean gravel from the Potlatch pit .
Both sites are accessible year-round by short, all-weather
gravel roads .
I can provide you with permit documentation, gravel analysis
from Spears Engineering and Technical Services and any other
documentation you may desire. I will include the gravel analysis
-in the f ax.
Please contact me with any questions you may have.
Sincerely,
.SLQ'P_O�
Tim Sheldon
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'� CHANGES
4. OW MW AU CURWIT
EARTH MATERIAL DISPOSAL SITE PLAN I '
VNNU ON SM NOES Phi 'Ul=a
1 THESE PLANS MUST 116 y,piy ULSKMII
VICINITY MAP OF SON COUNTY f I I ON THE roe sire
VICINITY MAP OF PROJECT LC.ICATION POR INSPEc-rloN.
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J SHELDON PROPERTIES -, ^� - r -- - ! r 1I I
1
LAND MODIFICATION SITE I r
SLIDE DISPOSAL SITE J - p
'10Uu RI NI \n� I .. i
.•� ,` - ,.r _y " I I ` SCALE T-400 FEET.
GENER4L NOTES:
7 1` fIf SHELDON PRC�PER77ES. LOCATED AT hOODSPORr. WASWAGIQN,is TYE OMNO4 Of THE LAND. /S NORX/NO roWA2D DEYELOPM£NY OF AN EARTHr'
.. • / • .....^ i IYSPOMALS\/T ON PROPERTY LOCATED ONE MILE M£9T OF HOO 3F ORI-W AKIQN COL417Y. 1
• • •( '1 Y `� ` THE NEED FUR AN EARTH DISPOSAL SITE!S CALMED BY 7TIE SPEC7ACL4LAR LARK/SJO£3 CLOSED LM ICI UST N7NTER. WASH/N07ON STATE 1
r
• w • _ �' �N,t T � OEPAR7NEM OF 7RAHSPq?fA770N L9 RESPCYglBLf FOIP 7PIE AWNlENANC£OP tD 10 1. OL41NO 1 HE 141N7FR W/DGlWO EARTH-SLIDES CLOSED 7If3
ROUTE 70 7HROIPH 7RAFM. ALTHOLOH THE ROUTE IS NOW OPEN TV CWC W 4Y TRA•F7C. THE PFgORITY CONCERN OP THE DEPARTMENT 13 70 PRDNOE
PrR4.4NENr REST7TA7TCW OIr THE SLIDE AREAS,,ArY CON7PAC77NO TW_S"WMER MR TIE REMOVAL THE!/ASTABLE A447ERAL.
THESE PLANS ARE WTENOW TO BE OF SLYT7CJENFCLAAYTY TV INDICATE THE N47L#W M D 4;\TENTOF 774E MQRN PROPOSED. �
AND 13 LOCATED WnfJN 7HE NORlH•J
• N� � I /J 774E 3/fE SQEC7ED PLW OSFYJWSL.OF 774E EARTH AA7ETlAL IFICL.�A7E9 AN.4RE•l CFAPPRaV7ELY 21.J ACRE
OF S£C770N/II,7ONNSiMP 22 h'QR77/.RANGE 4 NEST,W.M. ALL LY BECTIp!/BLS P.ViC�Ei II22/d-OOOi0�000.AND/3 OYHfEO BY SHELDON
— t_'T'\ PROPERTIES. MASON COLWW I"S DESMNA7ED SM777ON/SAS RURAL. 7HE SRE/S AN E7iCQLLENrS/!E MR E4MH M4lER[4L DL4POSAL THE STIE
��'•�p\\ \- _ . ` IS ACCESSIBLE PROM SR l l G(LAKE CLaF~RD.J BYA PRTVAIE ORAVCL ROAD. THE SRE X A NA7URALLY OCCURRING SHALLOW DRAW,ISOLATED
'a •t I • {/ ,r / �' , i. '� a4T/#EAPFi:C1tlAA7E AIOLY.f OPSEC7KW/6.3/I4fACE MUTER RLY.GPYWft.l.BE CCA7ROLm BY�PONDS AND 13 NOTA CONDITION
OF COARCObY
6 i 'IY F 2) APPRal4WATILY 16.3 ACAM M49 BEEN HARMTED AND REEL 7ED W7H nR SEEDUN0.4 7D J f£ETTALl. 7NE REMAINING AREA/6.0+19 HAS
i •\ YCXM SECOND OROW7H 4 ro 6 N4CHE91N OLIA/ETER. A TAN SOO LAYER/i4 FC.OT♦1/•)ppy�lg5 THE IXISIINo GRAVELLY-SANDY SOILS. AFTER THE
', I FILLINO P170/ECT 13 COMPLETED THE PROPERTY IWU BE RERMI D TO FCVTEST P!KJOLG�-'�m�tI
i J) THESE 3RE OFA[LMO FLANS IClNL OSAMI/q-S/ARE/N/FNQED 70 51•t7W ACCLrL4Tf CO AND DETAILS OF 7NE EV577NO GROAND,DETAILS OF
THE GROUND WHEN EARTH MATERIAL l3 IN PRAC£AND THE S7W7MWA7E/4-.F.. COVIALL Fi1C/L/71:
! JAl THE SITE GRACING FLAN INCLUDES CROW-SECTIONS"OWNO 807H PRE AND POST ELA770N5. -
^ ,r7 JB7 THE SrIE OR4dNO PLAN ALSO SHOWS A DETAILED S7P•M::MTER WE RMI,AND
3Cl ETCU/ON CONTROL MEtSEfiWS. .
. ,. „ ,� Ir -�.\ •i \ 4) THERE ARE NO 00377NO M DW09 O43TRLC7G4ES ON TIE SREOR ON ALIACE'?PROPF_R -
- _ - w- �j j ...J , •,�� J i 6l THE PRWtD9fD L7E7LlWT Oc FiW7H AM7ERL4C/9 E7G�EC/ED ro';TART/N•ALP/SWO. A DATE"WHEN 771E SRE W XILD BE nNALUM K4.9 NOT BEEN
gElII7AI1NED.
THE PROPER CEMENT OF SLOE 144M%4L AS EARTH EM "KMEN ON INC SHELDS H PROPERTIL LAND DOES NOT£NLNNOEA THE USE OR 5TABlLIrY
OF T PROPERTY NOW AOR*ML?IW04NGM THE PROPERTYAP7ER D'_YELCMM/LNr. NcRDOES T/ DEPO9?Qw EARTH AN7ER/AL AS EARTH EMfl4NKM£NT
HE
ADYERSELYAfF=rl dE LATERAL 844-PORT O4 MNCREA9E THE STRESS,N OR AVESSOZE UA7N ANY OR CONTWL IOLM PROPERTY,
• • • r uvrtP u•,•Tu wL /�,/ THERE ARE NO IP/=11 SLAP.—SOIL O4 GEOLOGIC MAL4ROS ON THE SITE.
d. Of.i,t.YY AS.K 7/_/'F/f ///Li...
THE DEPVS/T OF 77l L/IR/H AA7ERL4L MILL Nt7T:NEG•17TVFLYEFfECTgLVNAO£.
•r / orcui M.Yw m»Pr uwa•n m m.. -
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M. - T' •�,• w. — CLAWC YARDS,Or A"SIOV COGVTYS AEWX 770N Na 111-Y6.A OMWIG RAN is ALWRED.
i
— — i ENGNEERS CERTIRCA/E yil L MAR,:EY L Y UNG
MASON COUNTY IY CWSIATWO°"L EtGWMSHELDON PROPERTIES
. »'.' u� ,11N1:;• �� I 31iELDONpROPERTIEB r HEREBY CERTIFY THAT llff. P•a Box fJ/J
1 P.O.BOX 474 ENONEEHII/C SHOMN ON MS (SNELTIXb IPA.Y6664 J60)176-7176
WARWC WAS PERFORMED BY GRADING P11W AND DETAILS
'� ..n•r r, :a o�.'...•n .o. i 1�DSP 677.6796W ME(M UMTER MY o(REC110N. 7 , U1tAlIM BY7 LANE hTB IIU, SITE G S
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CarAvaTimShWdon L_1o.4j Ap ti� 99--22 SiDRMWA
• 10Y I PARLEY L ATE v CHECKED BY: SCALE SI ILET TER SITE PLAN AND DETAILS
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SHELDON'PROPERTY
r EARTH MATERIAL DISPOSAL SITE :PLAN
l; CONTOURS F EXISTING FILL SITE CONTOURS SHOWING EXISTING SITE
• AND SITE WHEN FINISHED
645 �45 i
645 I 645 I' 645
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64 640
640 635 645 I) 1 �---610
630 I 640 635
625 630
630 620 635.
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Sheldon existing surface SCALE' 1'-zoo FEET ulrl Gh,r1W ;, Existing surface contours SCALE. 1•_200 FEET
0 100 200 '°° .� i Post-fill surface contours o foo zoo 400
I
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Goa BedrWA•A - i�YP/CAL PROFILE OF PROJECT SHOWING APPR X/MATE CELL LOCATIONS
S17E ORADINO PLAN N07E5:
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MOVE na CmW9N71O IEL a A CKAMLrSNDYLLI4N WAN A PIMOLAIMY Ma d AVMIM J T 0 AND ro PaNITES PIP wrW 7W MX&IV Or PK EM'LLM4T/0V AND ANAL Sa EYOC47E nMrTW Create Good Contact Between ! � \ No
P{ACDENr O'A DEEP WYr1A1'a OFF"M470e4LA Wu ADrAowrxlr Inc r4PO4TAAG& FIII and On-s(fe MataW for i
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JDCXTNr "A We1L1344OW JKW WAN tNNYI re14Y AND Kc"D W COMRM KV SA4efr AT AK rxL!Rt[NT/toAcAn wAw pmmALL Csn(Y/L'YQ 1wKl w M4"0e4L MELID A ow WINTER I \ \ \ rlo
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DAYVM ELEV No
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4 aw.sRTr ar44YEI.a.aRAYrLss4rLoea.r Ntxrva�. f.41P ro PDtaR OL4R4cTE7ernCS. sLoaESTm caNg4DnaY lOte'NLOII-maew Inm L4n..lm sNtn+sPDDr AOLEA. I SECTION THt Tn 4MEAD�00 -Clasna a,rAar SCALE r.aoo FEET
.AaSr-%L.JUWACE
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er R.4KYIa4/r0 xn.AAD V"Y FM SANO.IL ACCA•FLOW SLTY aR CLAYPW&AN0/OR oLAMY SETS WAN SUOW PLAr7KTT1: m4cr"GaLLr Iw7rNMate CN4rNOE CI44A4L'IrAfSTN:.4, ! O 100 200 400
SWOQRD WM4CnW MWAWm?-AUMAS rN.
CROSS SECTION
TA LOW=TN4r ILK FARM N MIAL Maw AT nK mu am Wu W r0r awSWAN0 LP.4e%Sw AND AN,8%CL. DA MY ELA7 iI � .(1 660
' Neco w�m Al4TSAIVMTED M4"rAY1 APAVIw OY mm or zvcAcm eD aY nK S"v"or7m•Next-INREw CL1L m Lw Pum ro ALLOIY 7w NNTr7eAl TV L.lElY4TYR 6ercYK wcav�ac4TPw i 500.00 i 1 640
nNTNN10a4L M,D nK f.rJ".m PLL MAN 0r/1aY.eELV4f LADIAFAC710'/ aaaTr PO'1 eaLJ/MYNO A SET Lzw"wrAaar r 17i.RArnLwLDLo nw»K rN ANo CL JOIlS Lie NraTD GROUP xiECTWA i
avero aK WTM nK w4Yt¢aCAlr rowrw0lr 7/K Sae NeN-AADawwwlr Mf ,4 PDTEM74L I SECTtW +loop II 0.00 100.00 200.00 JOO.00 400.00 500.00 600.00 700.00 800.00 000.00 ;
TUC fXLNO PROLCr MU CAlOr rnrWE MV 4 a A070K Cr7.L L Vie W3nA.ycXLL At 1W FAST CALL M 9E C010Ip 7W AND THE EASMkr CQL Wu 9E nK LAST CM1 ro 9E r'W6'NED. I DATUA(IS'LS'V
7WAM 1PW00M MPas,' � nw v CELL&r vPwO.Y] rw ANOwror IwE nurnK n avotrc a U-M', AU~ TCACK CELL CAN W nWWMD.
A a i NETvi`rTED i B16.00 1. 655
GRMP xSECTIOf
SECTION +1GDG I aoo 100.00 20a 00. J00.00 40CL 00 500.00 maOO 70000 800.00 a00.00
POLL "X CONPLE7raN of t4aT NLL CM AD4AN/r4e Wu OCCM WIDE Wat ale PCLRfAeLJJ/1ED BY aPWr,4LeNr ANrAYArAaLL/DPecR Lx PO'GST atrr-LMQ9W.Y oYER 1"!E I+I .
PILL.JAG /W0010?0.'MRN"I dOF F70rDLR LPAMMA OfrFAKaLM aYSat.AN ALtERfASLe aL�1"MrE CAN eY M°L41U'IID 9Y MLNO JEE'aN0 WnN S/RAW,PER7r®T.4ND ' �"y T��
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GOP XSEWM.;i. 6.70
I SECTION 41f?pB
CONS7RUC770N NOTES: I 0.00 t00.00 2170.00- J00.0o 400.CX1 500.00 "0.00 700.00 800.00 900.00
i DAMM ELEV �E m
1l ALL KVAK i4NSti AND N47E/e4S W"LL W 0 ACCaoNC£WAN Jess Caw 0r Mte STAR ar LW'WMIOY i�MOVC SPLOrKA7A]YJ PLW AWD.eqc( AND MriCpAL
W.a7Ntr7;ovtAsOurAPW�, j 800.00 j` 640
CAMP XSECTIOt 1 020
SECTION 4900
r7 0.OXt 100.00 200.00 JOO.00 ♦00.00 500.00 0000 700.00 800.00 900.00 1000.00
nKWTOT'J THAnKAT"AAVC My
ACLff roiNc srlQ.aL4Y 00AMESJ.D 4L OMF"YE/wG P MW WSt.acrrrarAD MC iAARYL#V"ff gp. APY44RWNmY .ter
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GROW
SECTION -400 1 610
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PAL AND TTK OW/!Na ONOrO. I
,x ro ao T1MrALL sr rs o PO
P SCALE: 1'-100 FEET
Aa Mc Pura C1o0YCSY0 TN[ W/FMC)07 Nu BENEaravaeL[IV7rA[ es trwRlwm a L'LRAc7ID AND Laws C/WNO.vra•1 i .DOSIM SURFACE
�f. ArnK[ASToa.YACD WESI1Ji'YOAIT a7TLEHRI,EC/. I
.;✓t _ - 7 POST-FILL SURFACE 0, 50 100 200
t
ORIGINAL CONTOURS PRONDED Or. SURVEYO 'S CERTIFICATE �.Bscyr i I
• DeGROSS AERIAL MAPPING ?y{✓ \Ol ! ENGP#MS CFnI*TrA7E .y1�, A ARL r L YOUNG
TWS SURVEY:CWORMS TO )HE MINIMUM ,0/ •A •tY'" CONSUL IFh,QtY DL6YY ER
SUR1fY ST ARDS AS ESTAEtuSHED m SIMMON PROPERTIES I HEREBY CERIIEY THAT 711E P.C. BOX 1J/J SHELDON PROPERTIES
i P.O.BOX 474 ENgNEIIaNG SNo1M1 ON 7Hs SNEL72in 95564
UNDER W.A.C. -I30-090 .
IIOOOSPORT WA 98646 CRANING WAS PERFORMED BY (J60)4t6-1475
u fL ten (360)877.6788 ME OR UNDER MY o9RECII0 IX7AIM By,
pELA�w t• u/m I1 CpltaLt 7yp Sheldon unlE dG9 NU. SITE GRADING PLAN AND DETAILS
PLS/28237 '7 � 9'ZZ b,MARLEY L ArE L% p1Ec�LEDSCNE 410ET STORMWATEFZ SITE PLAN AND DETAILS
- 4r.1.ww LLL r Z �4
SHELDON PROPERTY
Irk �'ER� "`�� EARTH MATERIAL DISPOSAL SITE; PLAN
1. FiTMFABMSt4LSEPt"Qw®"ACONTWAMSMOucurro I�nrHavnEBu�IroAwiDLWOPJOWM n�.x>NTS
4.
�' FASTENED
BOTILTHtI'XOTN 9KALL BESPLIC✓O TOOETHBt OMlYA7 MMPORTPO8T;WITH YWAKMI6INCHt OVERLAP,AND SECURELY
FASTENED AT BOTH BD9 ro FOS7.
I A TRENCH tPPRWtI Tf'APMr""°WIDEB Y"ro,IALOWT D`.""">"a.>o" l EROSION 8 SEDIMENT CONTROL REQUIREMENTS .
i BARRIER.
SHALL BE IXC.IVAT®APPR6+OIMTH.Y/N(?EB N�EBYf IICiE8 Of8ALONO NNE LYE I.IF PO3T>lMDIPSLOPE FitOMT1E
BAMLHt
4. WT STAIYYVOSTREMINFLIERFABPoCAS U=A WIiE1E.W FBICESIW,L SEMSTBEDBEL7MiBY TO THE UPMOPESOE
OF THE POSTS USM HEAVY4TUTY WM 3TAPEES ATLEABT 1 NCH L TE WtES CR H W MM THE WIRE SFLML EXTEND Ieno THE
TRENCH A A NAMUM OF 4 NC3E8 AND SHALL NOT EMNO MORE THAN 0 INCHES ABOVE THE ORKTNAL ORIXMO SURFACE. i
a THE STANcwaSTRENOTHFua+F•ASW SHALL BE STAPLED ac 11 TO THE F&ACE.AND x INCHES Of THE FASRtc SHALL BEorTENDED I �I
INTO7HETRENn1.THEPANIPICSHALLNOronaNOMKNRETTiANae ABOVE7rN8CYRAGWALtiROtwDB(MRFACE FLT3RFABRIC&4ALL !!
NOTEE STAPLED TO DISTNG TREES. EROSION AND SEDIMENT CONTROL REQUIREMENT:
a WHEN EVTRA-3TRL-AGTH FL TER FABRIC NO CLOSER POST SPACING 3USED,THE WNW MESH 81.FPORT/DICE MAYBE ELO Nl4TM N 1) WHERE APPLICABLE•TINS H90.ECT SHALL COMPLY WITH EROSION AND SST .
SUCH A CASE THE FLYER FABRIC 13 STAPLED OR AIRED DR ECTL TO THE POSTS WTT1 ALL OTHER PROVWX)NS OF ABOVE NOTES CONTROL,REOUINEA@/TS FOUND N 77L E WASH I NGTON STATE DEPT OF ECOLOGY li
APPLYING. STORAWATER 4NNAGFMEIT ANNUAL FOR PUGET 80UM BASIN(THE TEC}NICAL
7. FLTER FABRIC FENCES SHALL NOT SE REMOVED BEFORE THE AREA HAS BEEN PERM4ENRY STAa&nW MANUAL). BECAUSE THE EMTNG SITE 13 AN ISOLATED FORESTED AREA,EROBM i1
J. FILTER FABRIC FENCES SMALL BE INSPECTED"IE IAraY A"M RAINFALL AND AT LEAST 11LLY DURING PROLONGED RAINFALL CONTROL OCCURS NATURALLY HOWEVER,A FILTER FABRIC FENCE SHALL BE i
ANYREQUARED REPAIRS&AIL SE ANDS YMEDATBY. "STALLED BEYOND THE EASTERLY BOUNDARY OF THE EASTERLY
DETENTIONNRETE/1TON POIVD(S).BEE DWI
9CHEMLATIC ORAVVIIG ON TIM9 PAGE)
SrRAwA/1DHurBALaeAIMaBRa(nol.Mu.By a1 WHENNECESSAR`THEPRIVATEAccESSHLOAD&taLGEwwrAlNmrocoMNPLr - ;�I FMRMVVATERC NTROL REVIEW CNNUG1ued/mmpnvluurp.yc
f. BALES SHALL BE PLACED N A SINGLE ROW,LE NGTMNBE,ON TIE WITH ENDS LF ADJACENT BALES TIGHTLY ABUTTING ONE WITHIN E+OSKTII AND SB AENT CONTROL REQUIREMENTS FOUND N THE WASH OM TON
ANOTHER 3TATE DST.OF ECOLOGY STCYIAVATER mm4GEAENT MANUAL FOR F xL-r SO(Ag) + Band On DOB's water Mane t Manual:2. ALL SALES SMALL BE EITHER WW,0OU ND OR STRING-TIED WITH ORIENTED AROUND THE SIDES RAT ND ER THAN THE TOPS A SAWN(THE TECHNICAL MWUALJ I • '
BOTTOMS OF THE BALES.THIS WILL PREVEWTRAPIO TEWORA DETON THE BNDINGB >V NtE ®IG RE NECESSARY BEHNT TRAPS AND aaDsul unmER3 SHALL w i NAM /III■ Rain Precipitation 1
I THE BARRER SHALL BE ENTRENCHED AND BACwiL ED A TREEIn a N BE EMCAVATW THE LGTH AND WIDTH)OF THE PROPOSED CONSTRUCTED ALONG THE PRIVATE ACCE33 ROAD TO PREVENT SILT MIGRATTON BY
pitatioo(t )
• BARRIER TO A IEPTHI OF AT LEAST 4NOES.AFTER THE BALES ARE 8 AKED AND CRACKS aenw1 SUM CHINKED As NECESSARY,THE THE UTLQATIN OF FILTER FABRIC FENCOW ANOOR STRAW AND HAY BALE BARRIERS. fl ■ Six-month,2 wStonn Event 3.20• i
E7dAVATED SQL SHALL BE BACKFILEDAGAWST THE BARRIER.BACKF I 90L SHALL CONFORM r0 THE GROUND LEM ON THE DOWNHILL V THE OP09E0 FILL SLOPE OF EACH CELL SHALL BE NO STEEPER THAN a FEET I ■ Two-year,24-bour storm Event - s.00
CN
UXAPND&ALLSEBW-T(PT04NKxESAGAWST7FELPHLLSVE 7HESARWat HNORmDNTALTOI FOOT VERRCAL ■ Ten--year. Storm Event 5'00
4. EASALE'SHALL BEANC7KBrED IW BYATLEASTT STAKES OR RESARs THROUGH THE SALE THEFIRSTST.VE"EACH8,41E L AND SHN N TRACKING OF MUD A DEBRIS ONTO THE PUBIC HIGHWAY EITHER FROM 71ESLIDESL
BE DRIVEN TvwMms THE PREVIOUSLYLAID euE N ORDER TO FORCE nE BALES TOGETHER ARMS;O R THE D(3POS L SITE WI L FDTSE TMERATED. � � ■ Hundred-year,244sc r Storm Evwt 10.00
THE ACCESS ROAD wro THE UBPOSAL SITE SHALL BE Mtg4TANED so I I ■ Rainhu choice IA
STABLXW CONSTRUCTION ENTRANCEOM DIV AS NOT TO TRACK MUD AND DEBRIS ONTO THE STATEHYOHAVAY. I • Hydrotraph SBUH'e
1 1. AL4ngW3HLALLBE4*YUrO AFRYSPAL8MDMNYBETOPD/E W1TH1•Tl7TROCK(STMIDAROSPECFICATFLri�. CONSTRUCTION VEHICLE ACCESS&HALL SE;WTIEWAR POSSeLF I •• Santa Barbara Urban graph method 2 THE ROCK PAD SHALL BE AT LEAST 12 INCHES TH K AND Too FEET .MOTH SPLMJ.BE THE FULL WIDTH OF THE VEHICLE#OGRESS AND LMNTED TO ONE ROUTE ACCESS POINTS SHALL BE STABLDST TO MINIMIZE
'
EG EW ARE.SMALLER PADS MAY BE APPROVE FOR S"GLEFAML /ESIDBITAI.AND 8ANL COMf1a9iGAL Sf1E1 THE TRACKING OF SEDIMENT ONTO PUBIC ROADS. ■
3. ADOT10N4L ROCK SHALL BEARDED PERIODICALLY TO A&MYTAW FUNCTIONOF THE PAD WHENEVER CONSTRUCTION VBICLE ACCESS ROUTES INTERSECTI DRALYAC6 BA.9
4. F TE PAD DOES NOT ADEQUATELY REMOVE THE MUD FROM THE tM1EdB THE MA S SHALL BE HOSED OFF BEFORE TIE PAVED ROAM,PROVISIONS MUST BE AIDE TO MWMIZE THE TRANSPORT OF (lid fl)odsport OIL Sandy Loam 5-13Si
' VEHICLE ENTERS A PAVED STREET.TIE WA3f WO SHALL BE DONE AREA COVE ED WITH CRUSHED ROCK AND WASH WATER&ALL SEDIMENT ONTO THE PAVED RW0.Y IFSEMIE NT 13 TRANSPORTED ONTO A ■ Hybdogic Soil d C
GRAN roASHMI@lTRETENTION FACILITY OR TIROIAiYI SLTFENCE PAVED ROAD CREArIN A HAZARD, THE ROAD SHALL. BE CLEANED i ■ loftIIRUon Rab 24 minlimh
AMEDIATELY, MD THOROUGHLY CLEANED AT THE END OF EACH DAY ■ West Elasin
SEDW@/T SHALL BE REMOVED FROM THE ROAD BY SHOVEL OR ND SWEEPING A
NRETH.WSPOR7ED TO A CONTROLLED cn SEOAENr tx&FD.aAL AREA(THE PROJECT i ■ Proaniding Condition Young Second Growth 19 acres at CM81-7trl4.80 min
FILL SINTER. PAVEErr WA&rvG SHALL BE ALLOWED ONLY AFTER SEDIMENT ■ DavelclpetiCanditiom Young Second Growth 19 arm at C14P p•TP3S.19 mot.
4 REMOVEOW THIS MANNER. ■
• I THE CDY TRACTOR MUST PROVIDE THE STATE AND MASON ODUNTV. , Elau Brain
STORM DRAINAGE DESIGN MANUAL -IL; Sl DRAINAGE DESIGN MANUAL FIG B4 DS-rOFFUIBUC WOW WTHALyTOFNAAESANDTELEPW ENtMLBERSOF t • ImutWingCondilion Young Second Growth 45 acres atCM81-To•'14.90min,
THINE(XNTACTP E RSONE I ■ Drmkped CoaditiomI Young Second Growth 45 aorm at CM 81•Te-42.39 nuo. I
war naa e) REFER TO EROSION COWROLSApa FIGURESBZ B3,84 A 01e ON THIS PAGE
.. r 7) EARTHMArERfA2 SPL" DESIGN RLRULTS-STORMWATER CONTROL WBST BASIN t
THE CONTRACTOR SHALL AT AL TIMES SHALL HAVE AVAILABLE THE PROPER Pro Flow not r fired ifocauani Post Plow will be retained on Liter
EOUWMEA(T TO AMMS ATELY RESPOND TO ANYFARTH MATERIAL SPILLS GYRO PUBLIC I eq
P� i - ROADS.REMOVAL BY LOADWG,SWEEPNG AND,IF NECESSARY,WASHING THE ROAD I a--E�t Two-veer 1-2-yea, Itn■dred-year
i was v aIw Suva so■I a) lAIA.MiO SCHEDULE SURFACE WILL.SE CMFL/SHED NMIMFDA7ELY PLs Fkwc6 .193 5.090 13.677 2233g
HAU(MNGPro
IS ANTCLPATW TO OCCUR DURING a4YLpMT HOURS F W&MR,DINE TO � ,
i PcatlnT� -.11 997 9.9305 13 IL990 24.354
WEATHER CBEYON T HAULING VO S CO EmEROM,HAULINENCZaG
Moog S AMY Pad Volume so-il �312 4.702 7.572 12.057 DroNarrCNs BEYOND THE CONTR,ACTORs cavrRa�HA(A�NKN taFerATTOws MAr �
CONTINUE INTO THE EVENING HOURSULE OR AL ExE NDEDCOMMUNICATED
To IC Halve DERAIL THE P= (gg rn n t n aL 6zA+F}.
rr• �+ TI ! CONrRADTOR's KA.LIX OAK&LE DRUM BE c9700,EIIEN®ro uE.MAsav Ploarlength: - ,n 200 SideSlopeM33:lud s:t
I4 ! At■Baed■Inn.+-id"I II Iw the L Po n Co i10
IN, � 1f41L . colNTrDEPr.crnreucWowcaRxHNGEGE,4aTaTao.EUTENNSDroan. .
Floor Vi idth •ft 30 Side Slopes 3:1 Md 4:1
n mn■»rr I I Min Depth: It 6.00 at 100 Year Storm Event
••••S I r� .T.$ 8oew or May ad"
Flow .I lnDitra ion Rate -Imidiach 24.0
Ulna of
DrWvpe Dhott I'Ve B3 a BI r , IBBItD non Tre.N.-No Dl.rlrerge as the Rafaning Pw-d-Cenditloa
yea jjaa�
ear
/ Pfe�aW LecNon PrralfITvr cfe 0.00 0=W 0.D00 OLW
¢Ipp
».....M.r i 13/..� d�W naY madr SCALE-- I'.40D FEED Poet-0;p1n -(l Q.9E 20 3.62 3.013 55 {{NV g 0 Pond-Volume cf $0273 67061 130493 237574
le Thant is wllic.em room in(h,westerly end of the project toprovide an infiltration pond,N the following
calculations slow.The Pond floor Elevation will be 625.00 feet+/••The Pond is created frmn the natural
cudowt No+gecial constraction ts required The Power Lino s d the Power Lim Ac ezu Road appears to
R L_ oa oa be the d(vldina line for dWn W Land on the wea of the road drains wort.Aad land on the east of tlTc road
1 • drd■a usL I
i
eaoR-ssct•n r..raor•xy a■strm sna...x e •
�'`�I• I Di81ON Ri8ULT8.6TORMWATSR CONTROL EASE BASIN
w Awn..ro.are.v.cr Cur.asrr a»■a r"cwii■sn■Iwnry nwnarx.r N;Fr \� /��l �� I Atom.Ensit Twa-laL TL7CLta[ ILnndred-vnr
1, +°K'0„r STABILIZED CONSTRUCTION 0TRANCE itsw SITRAN AND IIAY DAIS BARRIERS Gat Few Fabric on Eaalanly Pre,Flow <[Y 19.160 32392 51905 r
WPIWV ftenlan Pond 9WaaDal•icrNR•E•raonBann. Pro Volume ao-ft .460 11.109 17,892 29.494
Poetlrh,w cfs .498 19,615 33.114 54.024
L°
STORM DRAINAGE DESIGN IdANUAL proposeLoose- Past Vrlume ac-ft .464 11.117 17.903 29.511
•
FIG B2 I I 8U•DRAINAGE DESIGN MANUAL FIG 63 ytwra cu•mada
n
» t eMa EMBED'
r�P•.. Satr or Fry BWea + - � Flocr LeogGc 765 aide Slopes 3:1 and 4:1 .
In Ftow LbW of I Floor V'idth t 177 Side Slope 4:1 and 4:1 I
' Drahapa l)Ildn:Fqa 83 M 84 I Mta DTth: �1 4.00 at 100 Year Storm Event I
i gMptynaaNirasrron pens Inliltrelon Rate winch 24.0
I !� 11ilcha Bf street,re Wdn
SCHEMATIC OF LOCATION AND USE OF SWIS I - Weir w idth: 15 side Stopm 2:1
Top of Heir 131". �t 583.78
Top of!3crm Elev. 515.00
IL Il r w r.w.r..N I-flibrailea
QQQ Ttatvear
Tea-amr 1O�Y1aO
GL`�i'f$P.�IS.f.�' + I I PaaMVcllune -ac20.004
_a 0000 O.SS01 .360
1 { Pod-D pda -ft 68 2.78 2.92 3.00
~{ y• , • Pm4Volume of 237774 402353 40%90 436610
_ v �Iti��n�• i ( The lowest poll to the pond is at ebvatiaa hens579.D feet+/-.The Pond is created from the natural
I con iom No nTecW1 oor■Uv ion is required,oaapt for e hens soroo the easterly end that includes the
diaaFwp weir.The volume o natural detentrodrobntion pond is based on cross sections Plotted from the
cor•ossrs.The-ror sectional olume at water bval 593 was 285=cubic feeL The moss secliorW vol
at w■w laved U4 was 437.4 . Waterworks T
1: '���..�,�• i i Y as I npamidal lSasin was calibrated to match tknex volonRn
L:nfm•'I7T CHANGED CONDITIONS:end
T ENCWEERS cE7tTFICAIE �,'t L t A'1AliL..EY IL )WO
UTVQ
• ThernIr�YldarM !■rXXMINIdananl(n areas GTVB DPaWMnps eta based on SHE1.DON PROPERTIES •V'- 'ap CONSULTW;dWi ENMEM
k7lePpr9lia t or Um&Me condlNons,Ure anldpHed awdr■aor and Sub- P.O.BOX474 I H+EREer CERTIFY tHAT THE P.O.BOX IJ4J SHELDON PROPERTIES
.r.�n.x oonrr•aor In me svINlr mist Ors aonp•anus p+alact swr.D.n■rbsurlea or I NOODSPORT WA GB64B ERpNEERING SHDNH ON Trrs SIHELTDN,aA 18084
'°�w.L»■■FAl aUF"F2�DNTAIL
ual cwdHkns darer f m nwa•roved On m own avB drew•VLa me (3l3())BT7a7g3 EMAMINE WAS PERFORMED S s?'EL T N,*A. e
PILTBI LOW"'...•.•roa w..cr»w.Maur I.r•aa GYNEttgEl••randU*SchErpir ShaildbeadWsadknmodius*,, areview GGrNad:TYnl�Tsklm WEE UR UNUfR MY DIRECT1t7N. n „ UMW" BYn UAIE JOB 14D. SITE GRADING PLAN AND DETAILS
Ira STRIAE AND IIAY OAIB BARRIERS a dwngod oavrdBJo(ra Wi/be ONrhlaed old aMINrINW Or neveldMI RR
,.GGRYaNrI•EoN„plvev+at RILL xlRr. c•I e a t „ afa . 99-22 s
I IIARLFr TU .•t. .. QIECKED By: SCALE 4� STORMWATER SITE PLAN AND DETAILS
SIFLDON PROPERTY
CONTOURS SHOWING SITE WHEN FINISHED EARTH MATERIAL DISPOSAL Sl E PLAN
STORMWATER CONTROL REQU/RE4ENTS
645 613
615
613
640 { STORMWATER CONTROL REVIEW
640 ^� 635 j L PR JLCrnVERViitW
63 620 j MINIMUM IRE REQUMENTS
615
i
620 i The projecl s1taU comply with New DevalopmgJ Minimum Requiranent i 11 through a 11.
630 1 625 610 Mlalmium Bequlrameal eB EROSION AND SEDI
MENT CONTROL 630 60 1 Bacasae rho hs an Irolaled and se(laimabrd draw,onew of the arolimi and t-aJ4uwV anarol ul
p cwutrvxlon 7ha privwe O=u rood rh311 be mohaa4rd by SMldm Propn w w iblr at do not any axcepr/o foeilitae iM owuradar•'t nrrlrod of
631 600 P �M (Sse BMPa m pip 4 of{Polled a++igru and�Ihm W"&Wy Nr armr and mitrrwu control BMPi e/wl
640 !be unplen+autd
v
645 v_� Mlnlm°�Requlremeal i2t PRESERVATION OF NATURAL DRAINAGE SYSTEM '
•..` Nato dnisap pattern stall M matatahaed,act dischargespvj, from the"a11a8 oo:ur at the natmral kcalhsa,Is the so.,Lmum extent P"clkabb.
593 err r new war end of rAr fili and ore to rev r4r err 4 axlr/s h a ahallor a>'ay..iflcr paroled d.�plwian the draw will M J111d Tyr wiruw trornnaarer wl0 be colleded m Or
riweaoama Ps�1 j7vw*Na special PandkW 11 requirrd Al the wed end of the pg1,c4 a andlow bane will be naiad ra rreme a drtenrla✓ratentlon pond whkdr
630 will regain dre 2 and I U-yrar arrow event and pwrolwo FPr'aclmwely 6M gflha l oo-year storm cyst Calafard PwldlarMrEa ro be fro Iw than Ur oa(cu(aod P pond
itch hk*630 come a,-on-� Minimum RN ul"meol 03:SOURC'E CONTROL OR POLLUTION
/590 TYPICAL OVERFLOW WEIR FOR Su"ca control BMPs shed be applied is all projects to the maximum extent P ractkanlc Source control BMPs shall
DETENTION PON approved masuaL g be selected.deslgoN,mad maintained accordingtoas
LAYOUT VIEW 71.area lnwilwd In the f01 paroled it ll,!acrs.a BY tasa(ytbq the rwovs of tM wee,I hat bear dwsrad.rd that apP inugie!
Nbrtewr aver+drat.bao the rwsmw area of he ed and 43 arras train info the dweruror✓nrtntlon area on!M eaueast end o/rl�projedrThe oral.67 act"u la
n SCALE: 1'-10o fF£T production and er ��on Jr wart rod t pro/
Sheldon post—fill SU(fOCe OfSUi0T10f ate r� F1e� r aroeaarp.ro.. ler*� tyt profrdzs 4wwidberwwrdioovwtNoaonrraonrnfpoltm;a.trnnt/cparsd
ofSurfece Water o anti moo {ao MlmimaesRequirsmemt04:RUNOFF TREATMENTBIIIPS
First Priority far trolmeal shall M U la811n1e as muck rtmo0 u poWblq If, covdhtbu aro Appropriate and ground water quality will not he Impaired.
_ Rwggirtrnarwmd BAe,,err prl,rwrlJY fro b.atarm ojxornnvmar_14nij act b omos:�bilu and other dwnwm nd groan 7hli
:. FINAL CONTOURS-HAUL OUTES-STORMWATER PONDS -- 7 i m.ldw+an rha More rrwmenr a,r«ragaved ul no an�i er rim ow P_Prf'kfavted and will rwnoinjamled afJo
fhe eat!4 dP t.g rc!hr watt k to a.tontines rd w
bdsmged ro o d twxbr✓rorwrbn prod jw 4lydtrn/an ad ditdtragc duUxvgd Pond WYOUtioa Al!stor.iwalar runoff fiowmg to
tmdivi Om• 'RePeasd oeq-aPr i
almaraWmada ! TYPICAL
err OVERFLOW M{ahmam nl
WEIR FOR Requirement Per STAEAMBA I
r w
NK EROSION CONTROL
3 DIMENSIONAL VIEW Thb requirement applies only b situalbos w Y where stormweler ruaoQ la Jlacha � •N/A Red to a Strom. t
--- i i
' ��� I Ta.ror•Y acre.. ..
Midmom Requires Ate6:WETLANDS
4r r. t' Thing reguiramant applies only to situliooe where
S. mag n� �v e i t�e sbrmwates discharges Jlrecfty or ladlreetly through a conveyaou system Into■wetiaad.
71da prgea dots raw iriclyda arrlarda i i .
6 is.rw:. ta�r•,.••� Mlulmam Regirm oent Egg WATER QUALITY SENSITIVE AREAS
Where liege no►enmeats ell be requ jastired.
W Mldmum Requi-emaH de not provide rdequste Protectlou of water quality sensitive areas,either on-else or within the basin,
\-✓_\� coons COWYt oan or shall ad regmireL
� more CROSS SECTION OF Afa:pn Cotwry her raw 4r�ated oddrriawl�rgwronwna
(roll n .fY• CarWct ago,wr well ALL OVERFLOW W FJRS
Wool"aatrrim pond / s CROSS SECTION E-E VIEW Minimum Ragairemeut pit OFF-SITE ANALYSIS AND MITIGATION ,
RsOaoed loanwr I e AU dereblrmnt projccu shad conduct an of"Salle meta quality impacts Mugging from the project and shall mitigate then lmpgcLL Tha anal
KK al of ouo-W tull arih of a e dowaetrxam fnm the project Analysis WoU extcu a
d rra Haar roes 'Is �,,,,.pt Tap of Mair m Elsr.SU70 77r t/caladardPa dYcMrge Y jot left Ur.rM Prrditd+wga/•err/_err orr/yr4 Y ncv n robed
SCALE 1•a40p fEET � Hat � Topdwrrr Etavdee-ep
Minimum Requlremeat i9:BASIN PLANNING
0 200 400 600 a An adopted and impieaeated balm plan may
coed b develop,regairomuts for watsr gaa8ly senaitlre areas that aro tailored b a specific 4wia
Eammb 0o-rYVYtgooroem Pond �f �a•eeTat✓roa-a AVA
Mtnimam 8e9akemeat 010:OPERATION AND MAINTENANCE
"sue er Am operation and maluteaaace sohedtrb shall M p posed stormwaler laciUtles mad BM
regalyd for all rn Pq and the party(or parties)rvlmwlbb for nulateaaace and
p�yll{�Itkdn p�8f�a3,� operdMm aia8 be identified.76e prhab facWly malrteauee cha411st should be Wlaral to the facility.
'�u;F -.�;;"r .', lhr owvrr(Sheldon Prgoertlet)w!l!be napwu/blefw oporyJon and wobuwrancv afrM as mwmer fracilitlea
wraw,r Mlalmum Requlremeat YI1:FINANCLIL LIABILITY
TYPICAL CROSS SEC77011 OF • Performasoe bonding or other approprlate noaaclal!mtrumuu shall be required for all projects to ensure compilaace with then Itatsdar-Is.
CROSS SECTIONS OF EAST D ONIREfENTION POND OVERFLOW WEIR and SIDE OF Wiarped thin A/oto.Coray wdl.ol areas aev rrqubcwmat regardorgperftramm bond erg
y DETEN170MMETFN77ON POND 1
CROSS SECTION F-F VIEW I
} SEC D-D D. PLDTPIAN
Sue these Civil Dmwuw i
West Basin East Basin 111.The are b be d.11117 d ND
a
8406 by ismjed Coal"2 L3 eves.The site is Isolated end w lad d Plesie-der to the S"E GRADING PLAN NOTES on pale 2 of 4 fm description of soib bold i
on site and from US 101 ends�; nW the erect and numeaatim cf the dumpaile project,tbv vAii not be s significant hwream in tin mormwnta t1uwif The impact b tM
surrounding men will not prof Impact the surrou-di are Tin ady gra
$ C-C ,r the fill b °i s' vet fmm die slide am"shall be placed along{ha sides of the bowl and tin face of
322.9 blow 60Pes produc from dr fine candrits ftum bdbm of draw to tap of 4niilmd fits In order 0_ goingsmanigod ari-wtmtered u approxim, Coco fat
existing draWng material coming from the sLkk areas lung a a town
an the existing summnet".71g Gladal TOI wax depth �1
Poafble valUnW of fill mstet W is over fi00,lXq ceklrlaliaa°.b 60 a aservau tyke any allowance for Ills amoum of s!mmwual is �ihat tely 2oould be held by
this volume of fill. �bk y Tire simnwara
5.00 SCS Sob Description
30M �� �• The Sol Cmmantion Service-Soil RUM Of Mason County Series 1951,Na 9.Issued SeptemUa 1960.shows is
/ rrr Peru slopes(Hd)Hydraulic Soil Group G property having will typo Hnodsport grand%sandy loam,S toIS
/ er.ee.rvr
SEC KM B-B r�-�• IV SPEC[ D[Pn:•R.'. .y ra•'i�•"� ZITS AND Bf Inlga
pa�ce.r q mar �"•'^ Soils Analysis Report-Goolochnical Tests Lab-Includes Udiilushar miatmalian and
•.i Iff.7 /_ Boring Lop furnished to Tim Si soils and de1xM to Tin CtoMrp W9L7f7i �
591.50 V.RASINANDC1111,IMUNITYP!NNIN-
STORMWATER CONTROL DRAINAGE BASINS NA
•> - XL STORM EVENT DESIGN ASSUMFIIONa Contlim"on nevpage
V ORIGINAL CONTOURS PROVIDED BY.- SURVEYO 'S CERTiFICATF
DtyGROSS AERIAL MAPPING
ytGa yG i ENf�wNEEERs CERTIFICATEt I I, MA1ilElrL MUM
INS SURVEY I VFORJdS TO THE AONAAWWAI+4 SHELDON PROPERTIES CONSATWG qHL
SURVEY STAM AMS AS ESTABLISHED P.O.BOX 1 HEREBY CERTIFY THAT THE Ra BOX lj4J SHELDON PROPERTIES o SIIELIGKWA, 96W4
C i
UNDER WA. 32-130-090 I HC 00.4PORT WA 88648 ENONEERWG SHO1N4 ON INS (JOU)426-7476
(380)877-6788 ORAIMNG WAS PERFORATED BY
Contact TIM Sheldon LIE/AN UNIIER UY DIRECTION. URAWN BYt a4 pAIE JOB 140.
PIS/28237 A{s►TiNf. FI DCLAld1• I+aD it I h-qq as� '`j -Z SITE GRADING P a AND DETAILS
IIMLEY E GIECKEU BYt SCALE yg;ET SMRMWATER SrTE PLAN AND DETAILS
- III Y.L.r 3 OF 4
ir
�I
I