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VATER/SEWER UNE CRosstNc REQUTREMENTS-
NOTE AB,ANDON EXISNNG SEPTIC TANK.
NOIE PRESERWNG TBM'g,
SUPPUER OF C3J 54ND STULL PROWDE
WRMEN CERTIFIANON AS SPECIFIED IN
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RECOMMENOED STANDARDS AND GUIDANCE".
NOTE DIFTERENT T,{AXIMUM DRAINFTELD
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NOTE ABANDON EXENNG SEPTIC TANK.
NOTE PRESERWNG TBM,S.
SUPPLIER OF C33 gND SHALL PROWDE
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RECOMMENDED STANDARDS AND GUIDANCE".
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NEVILLE WITHINSTALLEDEVANTON_SITETHIS wAsSYSTEM/5THIS CERTIFYTO THA
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ACCURACY NOTE
PROPERTY LINES AND PHYSICAL FEATURES IN REUTION TO
FROPERW LINES ARE BASED ON INFORMATION PROVIDED BY
PUD AND ON JEFFERSON COUNTY AERIAL, LIDAR' AND
/SSESSOFS MAPS, ALONG WITH GOOGLE EARTH AERIAL
MAPPING. THE LOCATION OF SOME PHYSICAL FEATURES (SEE
LEGEND AND SIIE PUNS) IS BASED ON LOCATION WITH A
TOPCON 8205A 5. ROBOTIC fOfAL STATDN, HAND COMPASS
AND A COMBINATION OF PACING, TAPING, AND MEASURING
WHEEL AND ARE NOT BASED UPON AN ACTUAL SURVEY.
MAPPING AND TOPOGRAPHIC INFORMATION IS TO BE US€D FOR
ONL Y,
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DBECNONS TO STTE
31O FOUR CORNERS ROAD, PORT TOWNSEND EXETNG GRAVEL ROAD
PARCEL NUL\BER OO133JO37 LOCATED IN SECTION 33'
TOWNSHIP 30 NORTH, RANGE 1 WEST, W.M.,
JEFFERSON COUNTY. WASHINGION.LrcEND GOR ALL SHEETS
DENOTES EXISTING FIRE HYDRANT (MAPPED BY CDS).
DENOTES EXISTING CATCH BASIN (MAPPED BY CDS).
DENOTES EXISTING MANHOLE (SOME MAPPED BY CDS, SOME LOCATIONS BY
PUD).
CATCH BASIN OR MANHOLE, TYPE NOT FIELD WRIFIED QACATIONS BY PUD).
DEN1TESEXISTINGLIGHTP1LE(soMEMAPPEDBYCDS,S0MELocATIoNSBY
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WATER METER.
DENOIES AppRoXtMATE LOCATTON OF EnSnNG BURIED POWER (LOCATION PER
PUD).
EXISTING
SUBSTATION i
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CB
MH
Design Notes
Expected Flows
Design = 908 gPd Per daY
:640 gpd average
Per week
Maximum Actual: 605 gPd Per daY
:433 gpd average
per week
Expected Infl uent Quality
Grease & Oil: 20 mglL*
BOD: 125 mgll*
TSS: 80 mg/L*
TKN: 65 mglL
Treatment Level E
W AC 246-272A-01 I 0, Table 3
CB/MH
LP
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DENOTES APPROXIMATE LOCATION OF EXISTING FENCE.
(FoR SHEETS 2, 3,&4)oI
m-x-x_x_x_x_x e A EXtSftNG BACKHOE SO\L HOLE OBSERWO BY CDS ON 1//9,/t5' H.OLE...
toiaitovi iat appaoxuarE aNLY AND ARE Nor BASED oN AN ACTUAL
SURVEY.
STWER LINE CLANOUT
LATEML END CLEANOUT
MANIFOLD CLEANOUT
OBSERVANON PORT
OBSERVATION PORT TO TOP OF SANO
O7SERVATION PORT TO BOTTOM OF SAND
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CREATIVE DESIGN SOLUTION tNC. 2015
November 17, 2Or5 l:55:45 P.m.
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DATEREVISION
DRAWN BY: MICHAEL S, DEENEY
@ CREATIVE DESIGN SOLUTION
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DATE: I l/17//15SHEET 1 AF 4
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