HomeMy WebLinkAboutSite Plan\ /GRADE BREAK
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FLUSH VALVE Tri.
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ERSONG SEPTIC
HELD
(ABANDON)
SIM *Nada 2.CNSNL05
PRECAST CONCRETE TWO CHAMBER
SEPTIC TANK WITH SCREENED DOSING
PUMP PACKAGE (SEE DETAIL)
REMOVE AND DISPOSE OF DU TANK
AND INSTALL ACLEANDUT BETWEEN
ALMrNC 041•AMAILL F PAL
DOES NOT ALREADY FIST.
EXISTING SEPTIC
HELD
.'0 (ABANDON)
t
•
[26
LiM715ngIYrerring
'44
lac•
CoopOS Avenue
Suite 201
C19,rm2u4vg3. 0051511
tele: 0.945.:252
kw 970.384.2833
A
Engineer 20 Surveyor Seal
MIL 9m .TAM
LOCATION, IVP,
14202dj1p(N[
DISTRIDUTIIXN LINES
/
IOWA
DISTMEURON
VALVE
511OVEL PARKING
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SYSTEM NOTES
1 ALL CONSTRUCTION SHALL BE INACCONNUICEWIIHCDI'HEREGNIAPMI 041 MVSE AN5111MNRWEML11.I MTW01JSWA1K1FNR11y. MOST CURRENT
EDIHON Nowak AGBICT REO IFBMOIOS ?INCH MAT SBMAT NOTSPECFICALLY RE NOTED ON THE DRAWINGS THE CONTRACTOR SHALL BE RESPONSIBLE FOR
KNOWING/ND CONFORMING TO SUCH SPECIFIC DEIM.S ASAJE REFERRER TON THE ABOVE MENTIONED REGULATIONS THIS DRAWING DOES NU CONSTITUTE AN
OATS PERMIT. APEAAM MAST RE MINED FROM THE APPROPRIATE LOCAL AGENCY -THE ENGINEER MUST OBSERVE THE CONSTRUCTED SYSTEM BEFORE BACKFILL
AND PROVIDE A LEITEROF INSPECTION AS REWIRED BY THE LOCAL AGENCY AREOUEST FOR INSPECTION MUST BE MADE BY THE CONTRACTOR AT LEAST 4B-HO(NBS
PRIOR DJ THE FAPECIEO AIME OF DAMMING
2
07W20 GNSAAIWJ'SC.I 5.4L),9
2A FWE ISIBEgNMA RESIDENCE UMNGB031NGMB MOMENT ME 1 (ILII).
2 B AVERAGE OAST WASTEWATER ROW (AIRF) NN W GANIC LAN RATE 5100 91:
281. SINGLE EMILY DWELLING: 759141c a 02011W.IGSMaq
2 D MWF= 7592d 13 BEDROOMS' 2PERSOUSBEWWM + 2 BEDW0MS• 1 PERSOy/BEDRODSYI = 600 gpd
283 BOOK= 0201A/da1' 13 BEDMOAS• 2PERSONyBEMMOM+ 2 BEDROOMS ' 1 PERSON/BEDROOM) = 1501hyday
B02a mML=ETA]• I CO/ OW - 1.5CLk-75. 1 X4..4434 = 31 RB mg4.
ADM' 31 600 gad. II34
2 EA COCO.. PIA • LIS- PAP
3 11114■1DCA11A2J
3p. SEPTIC TALK: 4010120M501250 GALLONS + 1 BEDROOM • 250 CALONSNEORCOM =1,500 GALLONS.
3.B DOSING SHALL REQUIEAIF USE WAO.WAGALLWNTWotOMPARIMENI TANK O1 A 1.500 -GALLON TWO-COMPARTMENT TANK IN SERIES "VIM A
IRAGALLONSNILE COMPARTMENT TALK EMOTED WNNA DOSINGPOMP STATION.
3C THETMK IS NOTSWB.EBT TO BUOYANCY
4 ABSORPTION AREA CaLCULAMNIS
BATHEMSORP1ON WEA IS UPHILL OF THE TMS THEREFORE 40SNGSHNL BEREOUIRED.
9B SOILS WERE MOWED BY BOINDARIESUNUNTED BM (MARCH 16 20151 TO BE MM PLACED CLAYEY FILL OVER UGHT TM SANDY SLIP LOAM WITH
BOULDERS (1131-3) WON AIRFAIMEM LEVEL1 LMIGIERM ACCEPTANCE R4TE (LTM) OF 035 gpHSF.
9C MINIMUM SOIL TREATMENT AIFAA
A=MAW - 600 =1/19 SF
TOM 43590/SF
9 0 SITE ADJUSIMEM FACTORS: PRESSURE D09H6 -14 CHAMBER BED = 0 T
481. Algl- •1145f• IA. - 11269
9E DVINI2SL. CNM,W(B [MEM
4 E L 14/11.120.1 [12 CLOW 1100 SF! 12 BA411 - 1150. AY IS Pl A Ail CFF'II Ir. FIATI41
4 P ADS MUMENISUI(SIMDNM). 1200 SF/ 1275 SPRINT= B9 arms IN A BED CONFIGURATION
5 THIS SYSTEM IS SITED FOR IYRCLDTIOESHCITAS1BS ONLY BACKWASH OR RUSHING FLOWS FOR REVERSE OSMOSIS UNITES DR AMER SOFTENERS AND/OR
FILTERS SHOILD NOT BEINRIOSUCED INTO MIS SYSTEM
6 CLEAN OUTS NE HEMMED AT THE HOUSE ANO AT All HUMSA7A ATLFAST EVERY 100 -FEET BETWEEN THE HOUSE AND THE SEPTIC TANK_
7. THE CONTRACTOR slim. BE RESPOIS&E FOR NSTNUNGNL WRIERAIF,NT COMPONENTS THROUGHOUT THE SYSTEM TO PREVENT INFILTRATION
0 INSTALL RSERSAS NELESSNY TD BONG ALL ACCESS PONS TO FINAL WAVE PORTS SHALL ME MARKED IF CAPS ARE 70 BE BURIED.
9 INSTALL 3-IreCifs af ILSEBMMD INSOLATION. 3 -FEET WIDE OVER SEVER AND EFFLUENT PIPE WHEREVER DEPTH IS LESS THAN 5 -FEET UNDER NO
CIRCUMSTANCES SHAM COVER BE LEES THAN 2 -FEET.
10. SITE PIAN NFOYMTIOI FROM GOOGEENIIE
11 LOCATIONS OF All COMPONENTS MAY BE VARIED AS NECESSARY M LONG AS All MINIMUM DISTANCES AND SLOPES MEET THOSER:WIRED
SITE EVALUATION
MOE ANO SOIL EVALUATIONS WERE PERFORMED BY:
OERICS. WAITER, PE
ROUNDNIESUNIIMIIND SIC.
923 COOPER AVE, SW. 201
GLENN000 SPRINGS, CO 61601
970945.5252
2 EVALUATION 00101 I: MARCH 18, 2015
SETBACK REOUIREMENTS FOR A TREATMENT LEVEL I STATRENCIVBED. UNUNED
SAND FILTER OR SEEPAGE PIT (PER TABLE 7-1) AND AN PDWF=GOT GPO:
A SPRING OR WELL -100
B. POTABLE WATER SUPPLY UNE=25'
G POTABLE WATER SUPPLY CISTERN =25'
AO
DWELLING -20
E PROPERTY UNE PIPE OR UNED IRRIGATION DITCH=IU
F INTERMITTENT IRRIGATION LATERAL INFILTRATION STRUCTURE -2A
.G LME WATER COURSE IRRIGATION DITCH STREAM OR WETLAND=50
.N DRY GULCH, CUT BANK OR FILL AREA -2A
.1 SEPTIC TARN =S'
AJ RESTRICTIVE LAYER OR GROUNDWATER (VERTICAL): 3' (TREATMENT LEVEL 1,
PRESSURE DOSING)
SETBACK REQUIREMENTS FOR THE SEPTIC TANK SHALL BE (PER TABLE I-1):
A. SPRING DR WELL= 50
.B. POTABLE WATER SUPPLY UNE -10
C POTABLE WATER SUPPLY CISTERN =29
0. DWELLING -5'
.E PROPERTY UNE, PIPE OR LINED IRRIGATION DITCH -10
F. INTERMITTENT IRRIGATION LATERAL INFILTRATION STRUCTURE=10
G LAKE WATER COURSE IRRIGATION DITCH, STREAM DR WETL/NO=50
AR DRY GULCH CUT BANK OR FILL AREA -10
.1 STA TRENCH/BED, UNUNED SAND FILTER OR SEEPAGE PIT -A
SOIL EVALUATION
SOIL PERCOLATION TESTS IN THE
NATIVE SOILS (DART TNI SANDY
SILTY LOAM WITH BOULOERSI
0004054 TM MWI?LKt01 K1•
RANGED FROM 38-50 MPI A'.:l
n01CAYPIEA 9K_ WAEC'BL1 ,>•• WADER
AND AN LIAR OF 035 GPD/CF l, ' SLH➢1
2 THE MAN -PLACED FILL IS NOT }-'ll'U'
ACCEPTABLE AND SHALL BE yl•
REMOVED FROM BENEATH THE
URI 7A55RP10741M1,111317
BE REUSED TO COVER THE
CHAMBER UNITS
3 THE NATIVE SOILS ARE BOULDER
SY.`'AW. IMPROUNIEO
1AWARC1 NINO M 11551 IF
THE CHAMBER UNITS AND
BACKFILL WITH LOAMY SAND OR
SANDY GRAVELS
C
• Ir PE Ei 11
LIGHT TAN
SANDY
V.111.2:21.
111111
IW,GASY3
Site & Soils Evaluation
Say N T.5
ATTACH REMOVABLE CAP OR
THREADED CLEANOUT ASSEMBLY.
MEN L 144RRi tors 70
BE BURIED.
4'0 PVC SOLID
PIPE CUT TO FIT
USEA3105 SdWM OP
OUT CIRCLE OFF THE
CENTER OF THE UNIT
CW1t9(WIB(6. OF TOPSOIL
NI REVEDRATE
Tir'r "VW
rira Air* milk 411.
4 0 PERFORATED PVC PIPE
EXTEND PIPE To REST ON
BOTTOM OF THE CEO
RM.1DIEBaLDmS t f 5l -t-r1'I';j` {�--
5F- PLMIOM"1YSLW♦D OU 1 iAE!.J•kk IH
1 { �` ':•k: j::j1=€�.:.".
�I'�ITsI� =
a Pressure Dosing Chamber Bed
Scale NTS
PVC ENCLOSURE
FROM
PUMP
STYROFOAM INSULATED
FIBERGLASS UD WITH
STAINLESS STEEL BOLTS
AND URETHANE GASKET
DRENCO THREE (3) -ZONE
DISTRIBUTION VALVE
CHECK VALVES
GRAVEL BASE
0 Distribution Valve
Scale N.T.S
IRRG VALVE BOX
1'0 BALI VALVE
1HREATtlA55EMBLY
I X-1/2 PVC -
REDUCER
1-1/2 OM
ELBOW
1-1/2 B PVC
DISTRIBUTION PIPE
Flush Valve
Scale N.T
ARAOIKVICWIM[ CAROM
THREADED CLEANOUT ASSEMBLY.
INSTALL MARKER IF CAP IS TO
BE TUNER
6M7101w0
rota FEIN
4 PVC WYE
IgNA 4e46BEND
4.0 SEWER UNE
Cleanout
Scale N.T.S.
GENERAL ABSORPTION AREA NOTES
INSTALL CHAMBER UNITS N ACCORDANCE WITH 4
MANUFACTURER'S RECOMMENDATIONS
2 ABSORPTION BEDS SHAM tIOE MEW 12 WIDEST
100 -FEET IN LENGTH siva PMALLELTSE
TOPOGRAPHY AND SHALL BE INSTALLED M A 5,
RECTANGULAR PATTERN WHENEVER POSSBIE
T THE BOTTOM OF THE MSURPIIDN BED SHALL BE
LEVEL AND THE BOTTOM 0115 MOM/LSMUSEBE
Mai/ 1.FCMv1L AN XI CANARGNL519E0 G
DURING THE EXCAVATIW FMNRE700050 MAT
REOINE THE CONTRACTOR To REPLACE THE
A4521e1ESD MIL Al HNSSMIR 1 FN00/IC
CNAN{LTESMCL AV.R S15NN
INFILTRATOR QUICK 4, ADVANCED CRWNAGE
SYSTEMS BIODIFFUSER (STANDARD) OR
ENSNEER APPROVED COON_
1.150 PRESSURE
20#16 PIPE WITH
1191 HOLES EVERY
TIO.[. (FPC NG UH
19NBMRTARIO PIPE SUPPORT
0 ILB,PT/AGIA.ET.+..
HAREM51STEV, IHFE LU F
MN MME BASE)
DRAINAGE STONES ARE TO BE PROVIDED ABOVE
AMD MOUND THE FEED. AS NECESSARY TO
("REVEIITSJRFACE RUNOFF FROM ENTERING
MSORP11111 NFA
NO FXCAVATIOI OF PIE ABSORPTION HELD IS TO
BE BOIE DIIMIG WET WEATHER FAID USE OF
RUBBER PREVENICIES OVER THEMSOAPNON
NOAISslimy PBONMIFD
IIIOII7515.01A7(M . BNMIIR RIM 114 PEAL
MLA IE EVLWILLONO DALUIFM SEA 0
CI61SISTOFIMPIKTIEO LOMAT MO OR SANDY
WALL 1R121I FI171Q114CGXlfauai
BEDROCK OR GROUNDWAIEM IS FNCCUNTEAEO IN
AIME OVEI0000BATIOU
TWSoi COVER MAT BE VARIED (1 -FOOT MINIMUM,
2+OMMANMAN) TOAD OW FOR LNIDSCAPING
Effluent Pumping System - 2nd Compartment Drawdown
Scale: l"=2'
040511,-.1 Cour.A 1.2-
,.Tymi.5D511BW41
PVC Rise, IYIIh Gr»mmellV
PVC Splice Box
/Cord Grips
. Hherglas GaCye(ed Lid FIT
Stainless Steel Bolls
PVC Rtser AOh GlommaL(5)
ULAN Wu
DLO NT
lan5 Atlanta, (Cas101 Balled)
Fl I
Ler.' Conlon
Float ',semi'',
Pawl. • /.118.121 p.3]31639
FOI91g0 Paler15 May Apply
CI 2000 Orenco Systems In,
2,000 Gam
TWo'COmpellmmal
01ncrele Telt
(Comp. #1=7,500GWA Nm)
NOTES:
L THE USING TANKSYSIFMIST0 BE REMINED AND DISPOSED
2 FLOATS SHALL BE SET FOR A DOSING VOLUME W:C0 CALOR EIINOA FAROBII
1 CRIEM 1066 ra%4 LE r5 MP-RU.757A HEEL NV/AVILTW1R: RC -050S
4 THE DISCHARGE WIMP SOUL BEA HIGH HEMI YEMEN_ TURBINE POMP RUMP MIE MO
MODEL TO BE SPECNED BT INE MNIFACNREN CONTACT SCRENIOFMOS AT
mu.4.T2A40110 BISE41.,--TS:d11:1I1ISIs AND PMfe.f ATK141ITTO:T9'F:
1 THE PUMP SYSTEMS SHALL BE CONNECTED TO ANNAAM MICR SUNT BE DOM AWOLE
ARD VISIBLE LUCRIED LIMN 111E RESIDENCE AND UN AORCIIII SEEABLE FROM 1HEPUME..
E THE SYSTEM SLATHER SHALL PROVIDE THE OWNED WITH AN OPERATIONS NCMMIWNMCE
WAX V.K.fWAET1CCS A A•RNI0WM1ES•DAILNL
I. TANK DIMENSIONS ARE BASED ON A AMIE( PRECAST 2WD GALON TWO -COMPORTMENT
TANK WITH A HIGH NEN PMdP.
0 Septic Tank & Dosing System
Scale: NT S,
o SySlems®
Imalpolmetl
ell AMR AVEIIUE
9UPARLLBI OREGON
7479-9012
TOLL FREE:
(500)348-9943
TELEPHONE
(5911959-0999
FACSIMILE
1541(459-2859
II0.SO3
Rw.10 D/IE(01'05)
Client Inlormalion:
Greg Pelers
5351 CR#100
Carbondale, CO 61623
270.379.6212
NORTH
20 40
5rale. I'- 2O'
Know whatt below.
Call baron you dig.
Gadeld County, Colorado
Peters OWTS
Onsite Wastewater Treatment System (OWTS)
Replacement System
8
Snert
Cr