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GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT
108 Eighth Street, Suite 201
Glenwood Springs, Coloradof 81601
Phone (970) 945-8212
INDIVIDUAL SEWAGE DISPOSAL PERMIT
PROPERTY
Owner's Name
System Location
qc
,T
Permit 418 8
Assessor's Parcel No.
This does not constitute
a building or use permit.
( 4]t) Present Address HD C 1 e' hone y
c:39-�,\Ra r a C �. Cra,
Sgoct-
as\
Legal Description of Assessor's Parcel No
SYSTEM DESIGN
Septic Tank Capacity (gallon) Other
Percolation Rate (minutes/inch) Number of Bedrooms (or other)
Required Absorption Area - See Attached
Special Setback Requirements:
Date Inspector
FINAL SYSTEM INSPECTION AND APPROVAL (as installed)
Call for Inspection (24 hours notice) Before Covering Installation
System Installer
Septic Tank Capacity
Septic Tank Manufacturer or Trade Name
Septic Tank Access within 8" of surface
Absorption Area
Absorption Area Type and/or Manufacturer or Trade Name
Adequate compliance with County and State regulations/requirements
Other
Date Inspector b nIybh f- b/ciid" -- ee 7f2 (u J
RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE
*CONDITIONS:
1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter
25, Article 10 C.R.S. 1973, Revised 1984.
2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Con-
nection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a
requirement of the permit and cause for both legal action and revocation of the permit.
3. Any person who constructs, alters, or installs an individual sewage disposal system in a manner which involves a knowing and material
variation from the terms or specifications contained in the application of permit commits a Class I, Petty Offense ($500.00 fine — 6
months in }ail or both).
White - APPLICANT Yellow - DEPARTMENT
OWNER
INDIVIDUAL SEWAGE DISPOSAL SYS IEM APPLICATION
ADDRESS kr) (_..L are t'AOi`A4 ``PHONE :3 c>3 r' l
C
CONTRACTOR �''r� ") '`,1®- `?
ADDRESS 17 U. c--Dxca ..., 1 F cp6 o PHONE1 /i:i 9 8 ` c
-19 (_`A_.` ,;,,; s
PERMIT REQUEST FOR () NEW INSTALLATION ( ) ALTERATION
( ) REPAIR
Attach separate sheets or report showing entire area with respect to surrounding areas, topography of area, habitable
building, location of potable water wells, soil percolation test holes, soil profiles in test holes (See page 4).
LOCATION OF PROPOSED FACILITY:
Near what City of Town CA-,, 6-7)A1 f241- Size of Lot "0 '36- ,. /
Legal Description or Address \,,/u 1 # v=' '0 ;,N) f �-}
WASTES TYPE: DWELLING ° ( `•'��d �s ( ) TRANSIENT USE t'' `-)( t)t 4
4 A rU ac..�
( ) COMMERCIAL OR INDUSTRIAL ( ) NON-DOMESTIC WASTES
( ) OTHER— DESCRIBE
BUILDING OR SERVICE TYPE: t LS
Number of Bedrooms 4 F UJ Number of Persons
(Garbage Grinder ( Automatic Washer (shwasher
SOURCE AND TYPE OF WATER SUPPLY: (
LL ( ) SPRING ( ) STREAM OR CREEK
If supplied by Community Water, give name of supplier:
DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: o,,•t
Was an effort made to connect to the Community System? `t 0
A site plan is required to be submitted that indicates the following MINIMUM distances:
Leach Field to Well:
Septic Tank to Well:
Leach Field to Irrigation Ditches, Stream or Water Course:
Septic System (septic tank & disposal field) to Property Lines:
100 feet
50 feet
50 feet
10 feet
YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITHOUT
A SITE PLAN.
GROUND CONDITIONS:
Depth to first Ground Water Table 1 D
Percent Ground Slope `s'�
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED:
SEPTIC TANK ( ) AERATION PLANT ( ) VAULT
( ) VAULT PRIVY ( ) COMPOSTING TOILET ( ) RECYCLING, POTABLE USE
( ) PIT PRIVY ( ) INCINERATION TOILET ( ) RECYCLING, OTHER USE
( ) CHEMICAL TOILET( ) OTHER -DESCRIBE
FINAL DISPOSAL BY:
ABSORPTION TRENCH, BED OR PIT ( ) EVAPOTRANSPIRATION
UNDERGROUND DISPERSAL ( ) SAND FILTER
ABOVE GROUND DISPERSAL ( ) WAS I'EWATER POND
OTHER -DESCRIBE
WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? ICI
PERCOLATION TEST RESULTS: (To be completed by Registered Professional Engineer, if the Engineer does the
Percolation Test)
Minutes per inch in hole No. 1 Minutes per inch in hole No. 3
Minutes per inch in hole No. 2 Minutes per inch in hole No.
Name, address and telephone of RPE who made soil absorption tests: P4 (0 R-3 v4 L -L , P, „Boy-
C� ) (4 xc- 4 t 1) 6. `01 -- / o c i
Name, address and telephone of RPE responsible for design of the system: P4 L► I 0
E <-> r) � P -uE t 2-3 170 `(,
Applicant acknowledges that the completeness of the application is conditional upon such further mandatory and
additional tests and reports as may be required by the local health department to be made and furnished by the applicant
or by the local health department for purposed of the evaluation of the application; and the issuance of the permit is
subject to such terms and conditions as deemed necessary to insure compliance with rules and regulations made,
information and reports submitted herewith and required to be submitted by the applicant are or will be represented to
be true and correct to the best of my knowledge and belief and are designed to be relied on by the local department of
health in evaluating the same for purposes of issuing the permit applied for herein. I further understand that any
falsification or misrepresentation may result in the denial of the application or revocation of any permit granted based
upon said application and in legal action for perjury as provided by law.
Signed
6'W Date ,.J
141
PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY!!
TIMB]ERL lid J ENGINE
STRUCTURAL/CIVIL ENGINEERING • CONTRACTING NG ♦CEI 117ll11llblD ENE
July 26, 2007
Garfield County Building Department virrA Rk,6 '36 4'—`l*-Z�
108 8th St. #401
Glenwood Springs, CO 81601
Re: ISDS Installation
Speaker Residence, Building Permit #9977
Lot 2, Mayfly Bend Subdivision
Carbondale, CO
Dear Building Official:
Gil 'DESIGN
OIFESSIIONAIL.
The installation of the ISDS system for the above project has been completed and has been installed in
accordance with applicable county specifications. An as -built of the system will be provided as
soon as possible.
If you have any questions, please call me at 963-9869.
Sincerely,
T�A(IBERLINE GINEERINgk
David A. Powell, PE ^" ` ` 1r24Cri..Q
Reg. No. 25851 g' 1 `�
r 1
RECEIVED
JUL 2 6 2007
GARFIELD COUNTY
BUILDING & PLANNING
P.O. I OX 631 C
I'd
11\1.
ONDAILIE, CO. 8 F623
9006 696 OL6
PHONE 970 963 9869 / FAX 970
2uiJaauT2u3 autl..taquutl
111*
d.17:20 LO 92 InC
S.
5.
SYSTEM DESCRIPTION
PcS SYS.7 War
1101RACC114P 0 PRONSANTMOATS.OE SID AN ASSONITDP OATS. 04400155 TO E74,140 FSP APPROWALTER OYER A SAND FILTER 11PE RICH VHOL PROP OPUAPS PURCHASE
OAS SYSTEM HAS ONE PUMP FAP T0E HSOSE A ONE PUMP FM 111E BARN. BOTH 001E OCHER EFFLUENT 10 SPARAIE MFRS 41 IHC LEAN SETA
THE 5EPIK 4NN11 11 PU715 CHAMBER ARE 05THIED w SERIES. ONE TAN/(@ 11110 POOP 044044510 FOR EACH 11 SONG
THE NAST (Itw CUUPARILTf 15) TCR SETIl140 ANO THE SECOND SAYE COMPAR1NE14r) F04 0 Puu7&c aALTRON
THE VERISM Off YAH 1404 01512AI IS 05 Fr NNW THE POMP TO TNF ORD AND 0151590 0144 011/414
EFFLUENT IS 1AANSFTERE0 TR. THE PIMPING 00051&10 TO 1151RfRUHON VALVE AND uulrsotn INK In 041
0STRlgu1001ATERA5 - SEC PLAN E. PIPE WES THE 1451/400010 LATERALS 0 8E An -ACED 0 TNF OMR. 00
CF
1111040D07.••-9. THE LATERAL 015117050101 PIPES HAVE 1/4' W HOLES AT 24 INCHES 0C THE 415/40 PM 151' 111/1% MINIMUM
GP -NEPAL INSTALLATION PROCE1IIRES
5. ROPE OFF THE 511E 0 P0115011 MAKE TO THE AREA DURING 00150 CONSTRUCTION 4CMTY O0 THE LOT.
vERETEAR TRAFFIC OVER TK AREA SHOED BE FROR1T111 0 AMID 51501 LOMPAG01k1.
2. 5TAXE WT ROUND PERIlE1ER AND OED IN 111E PR1Qi 0004TARON A5 000511,
1 CLOT AND BROW ANY (41053VE 4414 745174 1REf5 SHOW BE KT AT GROOM) SURFACE ANO THE STUMPS
LEFT Pi PLACE
4.
1100111141010450? AREA 51I.2100E WIN 540310E 5(51. 5210111LN0 IS NOT RECGRUER0ED OECAN.5E M RIE
D AMAGE IT 00E5 50 THE 50,1 STRUCTURE
LLNIRALTG1 10 MIME 5019 4 50111414 urnrys1s In BORER FAP APPROVAL PR1R 0 PURCHASE.
P UCE INE 4140 ERE OVER DIE 54501 AREA KEEP IRUFRS 0`T THE ROUGHENED AREA 00401 IHC TNT INTO PLACE
FraTec A SNAIL TRACK TYNE TRACTOR ORA A BLADE 054 A LARGE 40144/41 OH ENDOW REACH TO AC[OAI0WAH 1440
5OO10001 OF RUE SAND Nos LAA N., 50x0 00Ptx 1s 2 1101
6. [04410051 SAIL) 00E5 54444 040041 MATERIAL AND 510(0 THE SAND TO SETTLE AND C1WS0IDATE
016111 THE Sao BMD AND INSTALL 5140101 (4 ANO 4KSRCRHROT PIPING PER 009445490 011040MEMDA4IOR5
a 0.96i ANTIS IN THE 1A1ERA1 STSIRB tm' Rook PEx sm.:To[AROD, RI TUN.
9 1N5TA1L RIF 441005544.1. AND LATERAL 050114014041 WW2 Al RIE CRONY PER 11444011,.- REL-00015DARLNS.
40. 0004FO0 111 LATERAE 14396B0RON PIPES TO THE EIFLHEHT 401400 RI PTFE FROM 154E PIMP.
11. DAMNS BETWEEN 219011Nsers 00 10060 w' ANO COMP0ES 50450 SOP15.
IZ PRONOE FCR FROST PROOCnov DY 0/5101/446 40500 i AROU410 5911]0 AH0 6110011 NNE OR PROVOS
441ER4MTE PROTECTION Mm W311A110V
1.3 PROYNE 91025 ABOVE THE SEID TO INVERT WATER Flwl5 MGN° 154E 4-2E0U
If. PLANT NATIVE GLASSES 00011 THE ENTIRE 5050'0 4101.155 004 OE PUNTED MOUND RIE BASE 100 UP HSE 90E SLOPES
505105 5440010 5E 00IEYNAI Mu51URE 414400454441)441000)404101 S./ICE PL111ERR PAY BECOPE LVET 50010 EARLY
SPRING AND LATE FALL PE050405 04 TLP OF THE 050140 SHIMS PE WIC/COT 4OERANL AS TRE UPPER 701114 4
OF 144E WOUND GAN HOPE ORE O 0110 RUE SOWER.
A CALCULATIONS - SAND PI TER/MOUND
4.
PERCOLATION RAZE = I-2 M% AVG (HP SCOTCH ,50 ,T Ice 0543)
/LOW RATE 00011 - ( 4 4(0400us x 2 x 25) = 000 LALLLH5 PLR DAY
FL00 RATE BARB . 4 44150505 s 50 DA0/N1PSE/OAY = 200 GMP
• 01404EN 511N 0 4.4 OPO/PERSON • 4 PERSONS = 17.6 G90
11 1.10410. 0154 GOD/PERSON • 4 PEA50540 = 351 CP0
+ 19001 21.0 WO/PERSON 14 POISONS ., 912 110
OESO4 SAW MOUSE = 500 N 1.50 - 900 GPO
DENTGN NSW DARN = 351 r 4,50 = 520 0'O
?UFAL DEEM FLOW = 1426 CFD
RENIREA SEPTIC TANK CAP444441 5111445E = 125 5 900 = 125 GALLONS
RFL290 SEPTIC TANK CAPAp43 BARN = 1.20 0 52s = 7X9 GABLos =9
5. DASV. AREA 10701
REMELT45=(500/5)•21/2 = 2555E
50000 A A = 951 S1
6. 705Ory/150 00;4 RE4ARED O 101501
0EY01 TION = 900 GPD
SAND EILIER RAZE SP 0.95 GAL/SF/DAT
40501101* 011E1 0E705054 = 900/095 = 948 1
U5E 18-2- 0 520-5" Rec4AN44A6 ABSOW00Y AREA = 9511
5 LSE CWC (4) - 1,400 GALLON TWO-romPARIUEHI TANK
USE 0140 (4) - /,000 GALLOM IMO-rnuPAlTLTNE TALAR
MASAL AREA MANN
REWIRED A=(524/5)•21/2 = 149 SF
PH5NOED A = 8620 551
8 4041'I/014 AREA REWIRED DAM
OMEN FLOW = 526 Cfll
SAND FILTER RAW O' 095 CAE/SF/00
0BS017504 AREA 01011IRED = 524/095 = 051 SF
USE l4' -2-M 33'-2" RECTA NGUIM A05O4PTNN AREA = 620
B CONCRETE SEPTIC TANS (ONLEDR 411585E rE ONE FOR Bdg42
1. 154E - 5500 GALT. 4WD 100945T0EN4 DISCRETE' 5FPRc TANK FOR HWS,
6 ONE - L004 GALLON 114-471170R1uwt cW1 SP441 TANK FOP BARN.
2THE TANKS SHALL DE LOCATED Al /FAST FIVE HETI AWAY TRW 1.1E *54051.
3. USE RTSE00 TO WPM 144E SEP., TANK ACO6s o5N111 6' OF 0901 CRAM
4. RIE INLET INVERT 91014 BE AT LEAST 3 INCHES NIGHER THAN INF OUTLET INI1R1.
5. 111E 95VANCE ROO THE CURVE ANENT TO 111E 01115055E OF ME TARN 101 STALL BF A11FA5r la INCHES
G RIE 04004 TEE OR BATTLE SHALL EYIENP 07015 111E 5015151E OF DIE LIMO TO W INN ONE INCH 11
THE UNO£R4DE OF THE TANN 10' AND 541400 EXTEND AT LE091 14 soma 6E700 THE 00174 01014,
T. 0114± 0EP1H MUST 01 A HNNMuu SP .lo 4414815 AND 544E 00024 5E1,1) 91411101 MED
WE TANN I01n5 OR 50 INCHES, ?49CHEYER IS LESS
& MA145754 OF LORD FROM NNE FIRST COPPART/01T TO INE SFCTn9 91000 1 PADS ATA 111100
DEPTH 9' A4 LE454 14 INCHES &FLOW 144E CAITIFF ROM; Our Nor w RIF 91m ZONE
9. Al 22451 ONE 4c105 440 LESS MAIN 20 INCHES ACROSS MALL BE (000010 DN EACH O5PARTMENT.
ICI A. MATERIALS IN51A11An044 MUCOUS AND SEl5A0.0 REOxtEM1NTs 94011 co05T AGO
CANFIELD COUNTY INI4NWAL SEWAGE 045P05AL SYSTEM OEGRA0Ios
2.
3.
6.
C, PUMP CHAMBERS NNE FOR KNEE & ONE Foil BARN)
RIE 110100 0040040 515 ME SECOND TANK BOLD (60 1155 5151E+4 - SEE PIAN FOR 501103
A SPED. 5STATIA410Y IS 101013154 1(55 THE PUMP INSTALLATION. at PIP SPECS FOR VELARS
SNAIL SE WATERTIGHT 0 PRE0500 112 EN1IAME O' GROUND AMO AIRFACE WATER.
51410 NAVE A MA4I0OF OR INSPECTION PORT MIN A UMW, MUSES M 20 INLNES
411F TIP OF INE MANHOLE 55105 SHALL EXTEND CHOW 101 FINISHED CNAOE
415050410011100515 MAY RE0RE /FAN MITE To MANIIFA4RURL
4 &O714 ' 0.01_
FGR BARN 04 P FOR HW
2
8176800 e/0188E LUMP PACKAGE 1111 8E REWIRED FSH EACH 515411 - SEE PLL/ FOR 911
A 70CAL INSINT 0101 IS O7.10 10017 O PIPE A 5UPP111 970 163 5110
94011 HAVE A MANHOLE OR MSPE0ROO PORT MP, A *4141600 &ALDER OF 20 0401E5
541E TIP 0' 111E MANHOLE RYAS 91011 5411.'0 ABM THE 905051 12+00€
ALL MARRIALS AND 0.15111110131. PRACD45 SHALL C014P7011TH MAN 410740ER5' 1110916010050']0
F DUMP SETTINGS
SE PUMP SPECS FON POMP .SETTINGS ON -OF FLOAT 0B1ER4N1AL 10 BF 48. 110
T. PIPING
1 41ERE PLASTIC PPE ANO 4110055 ME USED, ME PROW WALL 110f5E35 01 540E PIPE 9AA1L
FAYE01165 TD ASTM STANDARD 3014, 90033 M EW4VA10041 ALL PRESSURE PIPE TO DE 5510.41
2. ALL WASTEWATER ONES STALL IN 514110 04111 OE COMPATIBLE PMS. 551401110 012114 AHO ETTNGS
3. 144E APE FROM TIE 001031NCE 0 144E TANK M?S5 RE w4TALIID AS FOLLOWS
DIP POPE MOST RE INSTALLED SIR4NM4r 5 A11FA10ENT AND GRADE
IFA pi.. w AWO11141 0e 04015E IS NECESSARY.. CEANOUT BLL BE REOARED AT THE 040109E
DIE TATBUI 151001 OF THE PIPE MUST DE 51/8' PER FO04. 144E MAk14I GRADE IS 1/4' PEN root
A MNNMUM OF 1 01044400101001001 IHS4ALLES AT THE L CARCH WHERE DNF SPF 1100145 THE 51_90[/4401.
111E 0E0N05r 0551 51 LOCATED 541110 110 TELT DF 011 RESIDENCE
DIC PPE SHALL BE A NN4I SP 4' w 5041010--
4. THE 100/4941511? PIPE /0110 THE 00000 TANK 0 Rif 1100 SHALL RF 515044/01 40 Doc 11P8 - SSC PIAN EOR 901E
THe L4110L 5011240050] PIPES (AE MAN TLLR 920) 4190E NNE R109Hu,r a SHALL HAUS I/4' HOES DRUID AS SPECK -AK IN PIAN.
6. PIE LA40033 951111@01101 DYES SHALL 41.10.41 A HAA). OF HOLES PER RUN AS 511050 00 SAN.
2. BETWEEN THE ENO 440015, THE 1/4 0450 MIR w INS u1ERAC 05RIOUNON PIPES SHALT DE GIIEN444100 10 1
04/00[ A 51 O'0)0(0 ALTERNATELY.
R. THE END HOES IN 451NIO141ON PIPE 91011 DE 01NrA100 501±410045 0 4400141E IWAw0q 0' ENE PIPE
AFR11 005112 TALL SPLASH PLATES I NVER END HOES
9. THE 9STSTR 10145 PPE STALE LY FASTENS. To RE 0.905,.. ISP 05 ECOMMENOES BY 111E MAN04AC102110
5r
��'0-0n1sb1, LAu,asT
erNEGTO TP. FGfgPRRN•Farm. UWT
1001 50)11147 DIE g,ryna
l45 ( F0 1 Z' WE Y 9BEWANGIN OI LW A 2' DEF° (141,`
SAO4 LATERAL M Tp NAS k 201 {• ALTFR 4441 HUE 1(4RPHS AT It AMO
TAL
0�04.490A C �R174105 r ALTL LATERALS. 1510 TOTAENO L OF Egli oIEAAL MP PR'S
l CTIon PORTS AT FACN 4110) pr EACH RIpy 0.ro 1415001 RPE
Rs«ANE 5g •42_ •Ls sa 1!"01' DE SMIB-10t.f
.. , 1•540 MUM 4 • W *4114., 1- -
010E005 PIMP BRSTALL NPE P CXA r; �r
WATpRWpF • ,sERS TO SNI x:'�^-'E:2.T
4,25• oISEIFAR(E ASSEIIBL W , r
L5g0 GALLON
WATFAPRoIp• IXM7WEfE„�iAANL r _ _
Argo !U F.
slq 'r6.4�r'=r
•
yap
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4
Aft,
40, b.* 1 012"
olitz*Z. 't to
fil OP 4
4.***,;
5514.044.41
IID ITE -46 li
4 I)*
i k $#
p144fr 1
IpII,
•
2• INS
0 1' 502
MTQ'ERF207. -
HOU& BARR
(AREA p
AREA 1•
2' ANSf01DU2py
u42474co °45-1442o
IPflD'LF Pli _
1045 417,4 um)",,,E 944 5
r,•11L 54D
q`B +'MAN lEaw,j WD rB !
,EDch-
ma 2' 1)El
1(
Etcry
H0t,,oAE.rj 0, A.,.;04,4_1,
L 9AH,4_1,
Q0O'C ( rAT 11
(aTWA( A F �a'YEAM9N Air4
2 R m,PrppAd44
,112 51 7.2P41 (100
PEE. R R
10-70T,AIL4 C'D 44E10 C 1919
rI
44.4
ELK. OF POND
6.000 GAIJPN T
COMPART111451.
CONCRETE TANK.
INSTALL
W47ERPH00F PIPE
'Noma KLA
AND WA14601041
MANHOLE 4154405
TO STOW
50 00WAIER
ERM *1 MHG
TANK
ONE
GRAPHIC SCALE
{ IN F'E171
1 1440 = 90 001
UBLIC RD
P❑NDER❑S
PINES
WAY
D:
G DioDIf1Mso5
1. 144E 40001r3r ws1410110 SHAH. CONEY 1110 MN00FACILIRERS RECO1MEH040O15
2 INSTALL w5PEC0015 PORTS AT RE ENO 1 EA04 0501
N. SAND_QLTER
005444430104 r0 PRONOE SAND GRADATION 0/4014455 TO £1254110 100 AWNRuvA1 RAGS 10 PURM1 E.
IHS 4050 01011 BE I0EM, (154441 SAND, ALL PASSING A SFREEI HAVING 4 MESHES l0 THE NCH.
INE SANG SHALL HAVE AH 4FEG0IE S2E 0E7MEEH .25 AND 6 114urv4TR („50}
THC 0NRG1404 CO.RE5091r 5000 RF 4.0 97 ICss
444E SAND SHALL 131 AT (FAST R11 FEET DEEP 051085 541E 4b8111.xrs
LITE 540'0 SHALL FXTEN0 2' 0110/00 THE 4050 111144[ 0,m4RSs•s
THE Snip 2551 RF 1x151000410 000RED 90 1EDWN41 1EF011E THE MOW fusers ARE RACK,
04E 105 OF THE SAND BED SNAIL RE 6111
I 0551640
I. 41950/4 C0015N0 THE 0N014 45., UM) 0010 0 021440014 PEPIN 01 1 FOOT AT EDGES
501 OEOAJL 0ECRSP5 A AND R
2. INC ORAE SLOPE 00 THE MWNO 00040111 SNAIL BE N0 01EANER RAN 31 (511:15).
3. r0110 0 B•011104= 011041E110011915 FOR 444+001 1111541100405
J. GENERAL
ALL 00105015, 115512114900 70ACROs 010 5114810 0101150 4 5 SMALL
Gg1PLY WD1 54.41101➢ 10041111 111/40041 SEWAGE 95/05041 11 54Eu REOIAR00111
K. SETBACKS
. Mflt 5`1512/ = 1041 • b • 1420 - 191)/101 = 035'
91m OTSEL 5D' + 8' • 0426 - 1100)/100 = 55'
NOTE.'
WATERLINE CROSSINGS REQUIRE THAT THE 00)10(210 WATER OR
WASTEWATER PIPE RE ENCASED FOR AT LEAST TEN (10) FEET
OE EACH SIDE OF THE CROSSING OR PLACE WHERE COMPONENTS
ARE CLOSER THAN TEN (10) PET. PIPE OF SCHEDULE 44) RATING
OR BETTER MUST RF USED, OF SUFFICIENT DIAMETER TO EASILY
SLIDE OVER ANO COMPLETELY ENCASE THE UNE RIGID END CAPS
OF AT LEAST SCHEDULE 40 RATING MUST BE GLUED OR SECURED
IN A WATER -TIGHT FASHION TO THE ENOS OI- THE ENCASEMENT
PIPE. RULE MUST UE A HOLE OF SUFFICIENT SIZE TO ACCOMMODATE
THE PIPE IN THE LOWERMOST SECTION OF TILE ROD CAP 50 THAT
THE CONVEYANCE PIPE RESTS ON THE BOTTOM OF THE ENCASEMENT
PIPE. THE AREA IN WHICH THE PIPE PASSES THROUGH THE ENDOWS
MUST BE SEALED 451111 AN APPROVED UNDERGROUND SEALANT
COMPATIBLE W1TN THE PIPING USED.
17 NOME -E.9
CONCRETE PUMP CHAMBER W ORENCO 8107119E
145455! Pvllp05 System for 0444 Weal. AppBGalions
NEI TO SO.10
ent 1 Ic. 5040
gliVOITHEW
SEPTIC TANK DETAIL.
.. li7l1,1
�l
'L 41 SLOW
MCAWl001
r° 5ro 410 5, •� .,.
-�IASPUKi U. LAO LISIMAN rsoll••ST 6E
r".
�m.•.a• xD• a.t1Em•Nf
Om4Oft15*55* MLT446 01 +191
- �qa1� •InMY-Mo LIE . ryMF [M W0 IDL
K1xI5101WYumnmA
1°1iaiT
maNTA m Ya1E
roo
6.uR. 9 w1.
fGca,••-,tl.a N free HwO.
I Fl Homo tDIW WR 94[446•4'
51N11.4 • 0.-161
TAP VGA. -Lor ��
'�7'„Qya:"IIL1LO1ggE1'il)1EI�fq(1/IgEMllgl�llgf�qE11T1111'410 1fER�1'Mg4ELIIN!{1®�IIrijsI 4 051 05 III1l4%I1IEEHRRE0 I 9ET0 T1 ,5 A-.-::�..1
•HN(L 41091 RANO
CRUPlOP
R 410atom.
Y551413w
10lm51.E 4r
FAH Nil
SECTION A
=SG WAN NO NAAR 40505 INNA
IESTINF
.0sosurdi TIMMY
al 1111 raR T•9 s�
PROW,
•ax
MINI Flaw oab4 OU
SRO NO PACHATAFT
4EAm I41,41/ •SIO IF
rw xuam
TAA• IAartuAR IDIOM
A
Ip 5145 UI..
EAR on IF 99
x[11.0 1910 04•
OSTIBLRYI NANATTO •B-TaLN
15.4
4DRr MM 40.4 DDK'IKDC007
WORM ILL 1/410O51.
V NOT
MING 009•0061.0
IMMENSE
THIS DRAWING SHOWS ALL E)(IS11NS WELLS HATH1N SETBACK
DISTANCES (INCLUDING ON SURROUNDING PROPERTIES), CONTOUR INTERVALS,
ALL PROPOSED AND EXISTING BUILDINGS, PROPERTY LINES, PITCHES, SLOPES
OF GREATER THAN 15X, WATER LINES, SPRINKLER SYSTEMS, SPRINGS, SUCTION
(IRRIGATION) UNE5, DRINKING WATER (25150(1 , 0001/4 TILES, IRRIGATION DITCHES,
LAKES, PONDS, WATER COURSES, STREAMS, FL000PLA1NS, 05000WAY5, DRY
GULCHES, OR EX/STING SEPTIC SYSTEMS, AND ALL SUCH FEATURES ON
NEIGHBORING PROPERTIES WITHIN 5EIBAL55.
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2)14/4. �� 5 l 7Afl7N.
. !--'- 5EE(PLAN
FOR 5200510 54111
SECTION 8
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040191 0*
.61,99-01
Pmell
DRAWN BY
DA
J
DATE
05/15/07
REVISIONS
05/15/07 Chonge to concrete
pump Chamber
SCALE
AS SHOWN J
DRAWING
INDMDUAL
ATMEN
TRET
SYSTEM
PLAN
SPECIFICATTONS
&DETA1 S
SHEET
C 1
DESCRIP TIQN
-M IS AN ABSORPTION CHAMBER OVER A SAND FIL TER TYPE WIUCH I5 DOSED MATH PUMPS.
:TR TO PROVIDE SAND GRADATION ANALYSIS TO ENGINEER FOR APPROVAL PROIR TO PURCHA SE -
MM HAS [ANE PUMP FOR THE HOUSE & ONE PUMP FOR THE BARN, BOTH ;MOLL DELIVER EFFLUENT TO SEPARATE AREAS OF THE LEACH FIELD -
TANK & PUMP CHAMBER ARE INSTALLED IN SERIES, ONE TANK & ONE PUMP CHAMBER FOR EACH BUILDING.
(rim COMPARTMENTS) FOR SETTLING AND THE SECOND (ONE COMPARTMENT) FOR A PUMPING CHAMBER.
;AL RISE FOR EACH SYSTEM IS ±6 FT FROM THE PUMP TO THE FIELD AND DISTRIBUTION PIPING..
1S TRANSFERRED FROM THE PUMPING CHAMBER TO A DISTRIBUTION VALVE AND MANIFOLD THEN TO THE
7N LATERALS - SEE PLAN FOR PIPE SIZES. THE DISTRIBUTION LATERALS TO BE ATTACHED TO THE INTERIOR TOP
,Diffusers. THE LATERAL DISTRIBUTION PIPES HAVE 1/4" 0 HOLES AT 24 INCHES OC. THE SAND BED 15 2' THICK MINIMUM.
RAL INSTALLATION PROCEDURES
OFF THE SITE TO PREVENT DAMAGE TO THE AREA DURING OTHER CONSTRUCTION ACTIVITY ON THE LOT.
:LIAR TRAFFIC OVER THE AREA SHOULD BE PROHIBITED TO AVOID SOIL COMPACTION.
E OUT MOUND PERIMETER AND BED IN THE PROPER ORIENTATION AS SHOWN.
AND REMOVE ANY EXCESSIVE VEGETATION. TREES SHOULD BE CUT AT GROUND SURFACE AND THE STUMPS
IN PLACE
THEN THE BASAL AREA SURFACE WITH BACKHOE TEETH. ROTOTILLING IS NOT RECOMMENDED BECAUSE OF THE
LGE IT DOES TO THE SOIL STRUCTURE.
RACTOR TO PROVIDE SAND GRADATION ANALYSIS TO ENGINEER FOR APPROVAL PROIR TO PURCHASE.
E THE SAND FILL OVER THE BASAL AREA. KEEP TRUCKS OFF THE ROUGHENED AREA. MOVE THE FILL INTO PLACE
3 A SMALL TRACK TYPE TRACTOR WITH A BLADE OR A LARGE BACKHOE WITH ENOUGH REACH TO ACCOMMODATE THE
VS1ONS OF THE SAND BED. MINIMUM SAND DEPTH IS 2 FEET.
AIN SAND EDGES MTH BACKFILL MATERIAL AND FLOOD THE SAND TO SETTLE AND CONSOLIDATE
L THE SAND BED AND INSTALL BioDiffusers AND DISTRIBUTION PIPING PER BioDiffuser RECOMMENDATIONS
. HOLES IN THE LATERAL DISTRIBUTION PIPING PER SPECIFICATIONS IN PLAN.
VI THE BioDiffusers AND LATERAL DISTRIBUTION PIPING AT THE CROWN PER BioDiffuser RECOMMENDATIONS.
FOLD THE LATERAL DISTRIBUTION PIPES TO THE EFFLUENT TRANSPORT PIPE FROM THE PUMP,
FILL BETWEEN BioDiffusers BY "WALKING 1N" AND COMPLETE MOUND SLOPES,
IDE FOR FROST PROTECTION BY ADEQUATE BACKFILL AROUND PIPING AND EFFLUENT LINE OR PROVIDE
RNA TE PROTECTION M TH INSULA TION -
RDE DITCHES ABOVE THE FIELD TO DIVERT WATER FLOWS AROUND THE FIELD.
IT NATIVE GRASSES OVER THE ENTIRE MOUND. SHRUBS CAN BE PLANTED AROUND THE BASE AND UP THE SIDE SLOPES.
!65 SHOULD BE SOMEWHAT MOISTURE TOLERANT SINCE DOWNSLOPE PERIMETER MAY BECOME WET DURING EARLY
4G AND LATE FALL. PLANTINGS ON TOP OF THE MOUND SHOULD 6E DROUGHT TOLERANT, AS THE UPPER PORTION
HE MOUND CAN BECOME DRY DURING THE SUMMER.
CALCULATIONS- SAND FUER/MOUND
COLATION RATE = 1-2 MPI AVG. (HP GEOWECH JOB f 106 0593)
W RATE HOUSE _ ( 4 BEDROOMS X 2 X 75) = 600 GALLONS PER DAY
W RATE BARN = 4 HORSES x 50 GAL/HORSE/DAY - 200 GPO
4- KITCHEN SINK 0 4.4 GPO/PERSON A 4 PERSONS = 17.6 GPD
+ LAVATORY 0 8.4 GPD/PERSON ' 4 PERSONS 1- 33.6 GPD
+ TOILET 24.8 GPO/PERSON * 4 PERSONS = 99.2 GPD
TOTAL BARN C W 20.4 OPD
GN FLOW HOUSE = 600 x 1.50 = 900 GPD
11GN FLOW BARN = 351 x 1.50 = 526 GPD
TOT L DESIGN FLOW = 1426 GPO
LURED SEPTIC TANK CAPACITY HOUSE = 1.25 x 900 = 1125 GALLONS => USE ONE (1) - 1,500 GALLON TWO-COMPARTMENT TANK
JIRED SEPTIC TANK CAPACITY BARN = 1.25 X 526 = 789 GALLONS => USE ONE (1) - 1.000 GALLON TWO-COMPARTMENT TAW
AL AREA HOUSE
REQUIRED A = ( 900 / 5 ) i 2"1/2 = 255 SF
PROVIDED A = 957 SF
)RPTTON AREA REQUIRED 0 HOUSE:
DESIGN FLOW = 900 GPD
SAND FILTER RATE OF 0.95 GAL/SF/DA Y
ABSORPTION AREA REQUIRED = 900/0.95 - 948 SF
USE 18'-2" X 52'-8" RECTANGULAR ABSORPTION AREA = 957 SF
7. BASAL AREA BARN
REQUIRED A = ( 526 / 5) ' 2"1/2 = 149 SF
PROVIDED A = 620 SF
8. ABSORPTION AREA REQUIRED BARN:
DESIGN FLOW = 526 GPD
SAND FILTER RATE OF 0.95 GAL/SF/DAY
ABSORPTION AREA REQUIRED = 526/0.95 = 554 SF
USE 1B'-2"' X 33'-2" RECTANGULAR ABSORPTION AREA = 620 SF
'QNCRETE SEPTIC TANK (ONE FOR HOUSE & ONE FOR BARN)
- 1500 GALLON TWO-COMPARTMENT CONCRETE SEPTIC TANK FOR HOUSE,
E - 1,000 GALLON TWO-COMPARTMENT CONC. SEPTIC TANK FOR BARN.
BANKS SHALL BE LOCATED AT LEAST FIVE FEET AWAY FROM THE BUILDING.
USERS TO BRING THE SEPTIC TANK ACCESS WITHIN 6' OF FINAL GRADE,
MLET INVERT SHALL BE AT LEAST 3 INCHES HIGHER THAN THE OUTLET INVERT.
',STANCE FROM THE OUTLET INVERT 70 THE UNDERSIDE OF THE TANK TOP SHALL BE AT LEAST i0 INCHES.
)UTLET TEE OR BAFFLE SHALL EXTEND ABOVE THE SURFACE OF THE LIQUID 70 WITHIN ONE INCH OF
INDERSIDE OF THE TANK TOP AND SHALL EXTEND A7 LEAST 74 INCHES BELOW THE OUTLET INVERT.
I DEPTH MUST BE A MINIMUM OF 30 INCHES AND THE MAXIMUM DEPTH SHALL NOT EXCEED
TANK LENGTH OR 60 INCHES, WHICHEVER 15 LESS.
T?ANSFER OF LIQUID FROM THE FIRST COMPARTMENT 70 THE SECOND SHALL BE MADE AT A LIQUID
-! OF AT LEAST 14 INCHES BELOW THE OUTLET INVERT, BUT NOT IN THE SLUDGE ZONE.
'AST ONE ACCESS NO LESS THAN 20 INCHES ACROSS SHALL BE PROVIDED IN EACH COMPARTMENT.
IATERIALS, INSTALLATION PRACTICES AND SETBACK REQUIREMENTS SHALL COMPLY WITH
ELD COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS.
PUMP CHAMBERS (ONE FOR HOUSE & ONE FOR BARN)
PUMPING CHAMBER 15 THE SECOND TAN!( REVD FOR THIS SYSTEM - SEE PLAN FOR SPECS.
'ECTAL INSTALLATION 15 REQUIRED FOR 145 PUMP INSTALLATION. SEE PUMP SPECS FOR DETAILS.
• 65 WATERTIGHT 7O PRECLUDE: 114E ENTRANCE OF GROUND AND SURFACE WATER.
1 HAVE A MANHOLE OR INSPECTION PORT WITH A MINIMUM DIAMETER OF 20 INCHES.
TOP OF THE MANHOLE RISERS SHALL. EXTEND ABOVE THE FINISHED GRADE.
P REQUIREMENTS MAY REQUIRE LEAD TIME TO MANUFACTURE.
JOS/NG POOPS (ONE FOR BARN & ONE FOR HOUSE)
ICO BIOTUBE PUMP PACKAGE WILL BE REQUIRED FOR EACH SYSTEM - SEE PLAN FOR SIZE -
CAL DISTRIBUTOR IS GRANO JUNCTION PIPE & SUPPLY 970 963 5700. -
L HAVE A MANHOil OR INSPECTION PORT WITH A MINIMUM DIAMETER OF 20 INCHES.
TOP OF THE MANHOLE RISERS SHALL EXTEND ABOVE THE FINISHED GRADE.
MATERIALS AND INSTALLATION PRACTICES SHALL COMPLY WITH MANUFACTURERS' RECOMMENDATIONS.
'UMP SETTIN_c
PUMP SPECS FOR PUMP SETTINGS.
'IPPNG
E PLASTIC PIPE AND FITTINGS ARE USED, THE MINIMUM WALL THICKNESS OF THE PIPE SHALL
'ORM TO ASTM STANDARD 3034, SDR35 OR EQUVALENT. ALL PRESSURE PIPE ro BE SCHD.40.
WASTEWATER LINES SHALL BE CONSTRUCTED OF COMPATIBLE PIPE, BONDING AGENT AND FITTINGS.
RIPE FROM THE RESIDENCE TO THE TANK MUST 9E INSTALLED AS FOLLOWS:
'IPE MUST BE INSTALLED STRAIGHT IN ALIGNMENT AND GRADE.
CHANGE 114 ALIGNMENT 01? GRADE 15 NECESSARY, A CLEANOUT WILL BE REQUIRED AT THE CHANGE.
V4INIMUM GRADE OF THE PIPE MUST 8E 1/8` PER FOOT. THE MAXIMUM GRADE i5 1/4" PER FOOT.
4IAIUM OF 1 CLEANOUT SHALL BE INSTALLED AT THE LOCATION 4l-IERE THE PIPE LEAVES THE RESIDENCE.
CLEANOUT MUST 65 LOCATED WITHIN TWO FEET OF THE RESIDENCE.
DIPE SHALL BE A MINIMUM OF 4" IN DIAMETER,
TRANSPORT PIPE FROM THE DOSING TANK 70 THE FIELD SHALL BE SCHEDULE 40 PVC PIPE - SEE PLAN FOR SIZE
_ATERAL DISTRIBUTION PIPES (SEE PLAN FOR SIZE) INSIDE THE BioDiffusers SHALL HAVE 1/4" HOLES DRILLED AS SPECIFIED IN PLAN.
LATERAL DISTRIBUTION PIPES SHALL HAVE A MAXIMUM OF HOLES PER RUN AS SHOWN ON PLAN.
EEN THE END HOLES THE 1/4 INCH HOLES IN THE LATERAL DISTRiBU TION PIPES SHALL BE ORIENTATED TO I
?CIC & 11 O'CLOCK ALTERNATELY,
END 1401.55 IN THE DISTRIBUTION PIPE SHALL BE ORIENTATED DOWNWARDS Ti) FACILITATE DRAINAGE OF THE PIPS
DOSING. INSTALL SPLASH PLATES UNDER END HOLES.
DISTRIBUTION PIPE SHALL BE FASTENED 70 THE BloDiffuser TOP AS RECOMMENDED BY THE MANUFACTURER.
3ioDiffusers
BioDlffuser INSTALLATION SHALL COMPLY WITH MANUFACTURERS RECOMMENDATIONS
ILL INSPECTION PORTS AT THE END OF EACH RUN.
"AND FILTER
RACTOR TO PROVIDE SAND GRADATION ANALYSIS TO ENGINEER FOR APPROVAL PROIR TO PURCHASE.
SAND 514ALL 8E CLEAN, COARSE SAND. ALL PASSING A SCREEN HAVING 4 MESHES TO THE INCH.
SAND SHALL HAVE AN EFFECTIVE SIZE BETWEEN 25 ANO .6 MILOMETER (mm).
UNIFORMITY COEFFICIENT 5-IALL BE 4.0 OR LESS.
SAND SHALL 8E AT LEAST TWO FEET DEEP BELOW 11-15 BioDiffusers.
SAND SHALL. EXTEND 2' BEYOND THE EDGE 05 THE BioDiffusers.
SAND OUST BE THOROUGHLY SETTLED BY FLOODING BEFORE TH5 BioDiffusers ARE PLACED.
TOP OF THE SAND BED SHALL BE LEVEL. -
'OUND
OIL COVERING THE BioDiffusers MUST HAVE A MINIMUM DEPTH OF 1 FOOT AT EDGES
DETAIL SECTIONS A 4140 B.
FINAL SLOPE OF THE MOUND BACKFILL SHALL 8E NO GREATER THAN 3:1 (RUN -RISE),
OW BioDiffuser RECOMMENDATIONS FOR BACKFILL PROCEDURES.
;ENERAL
MATERIALS, INSTALLATION PRACTICES AND SETBACK REQUIREMENTS SHALL
'LY 10TH GARFIELD COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS.
SETBACKS
OFFSET: = 100' + 8' " (1426 - 1000)/100 = 135'
H OFFSET: = 50' + 8' * (1426 - 1000)/100 = 85'
LINE CROSSINGS REQUIRE THAT THE DRINKING WATER OR
WATER PIPE BE ENCASED FOR A T LEAST TEN (10) FEET
CH SIDE OF THE CROSSING OR PLACE WHERE COMPONENTS
LOSER THAN TEN (10) FEET. PIPE OF SCHEDULE 40 RATING
TIER MUST BE USED, OF SUFFICIENT DIAMETER TO EASILY
OVER AND COMPLETELY ENCASE THE LINE. RIGID END CAPS
LEAST SCHEDULE 40 RATING MUST BE GLUED OR SECURED
VA TER -TIGHT FASHION TO THE ENDS OF THE ENCASEMENT
THERE MUST BE A HOLE OF SUFFICIENT SIZE TO ACCOMMODATE
'PE IN THE LOWERMOST SECTION OF INE RIGID CAP SO THAT
Dl'1VFYANCE PIPE RESTS ON THE BOTTOM OF THE ENCASEMENT
THE AREA IN WHICH THE PIPE PASSES THROUGH THE ENDCAPS
BE SEALED W1TH AN APPROVED UNDERGROUND SEALANT
TIBLE WITH THE PIPING USED.
F1 HOUSE -99.0
� OPMENr EASEMENT
MM .aP
NON-OEytLOPLielI EA T_ \........,
45 BIQD; ftrs>�, 5 UNl T5 )VIDE` -
SAND BED r0 Ex BY 9 UNITS IN LaGTH, DNA 2' DEEP (MIN.) SAND BED.
TEND 2' FT (MIN.) BEYOND EDGE" or BloDifftisers.
FIVE (5) - 2" ,FIELD DISTRIBUTION LATERALS.
EACH LATERAL PIPE To HAVE A- HOLES AT 2¢.
1 O'CLOCK LOCATE 1 Holz A r Tyr BOTTOM AT EACH E 0 TE HOLE A TERA CONS A T 11 AND
DRAINAGE CAP ENDS OF ALL LATERALS TRE TOTAL NUMBER OF H LATERAL FOR PIPE
IS 29 1N5PECITON RATS AT END OF EACH RUN TYP., 10 -TOTAL.
�$ PER LATERAL PIPE
RELOCATE Til, J SFCRMMER ANO NONE PEEVcsrni_s 20' UTILITY EASEMENT
^ �.- nvt'as I gr
CO PUM BAP SIN 2 2` Df5
X 25` DISCHAR ASSOREN BIOTUBE PUMP PA `7 SLIi�� 1 ri T LIRENCC
INST5LL GE E'M:• Y W/ DRAIN- • IRAN
1/3 YD CONCRETE E DOWN. W/ 1 QAP P
& TURN BUCKLES A TTA CHx► TOIL,119&
f�_ AAI ��. !
t,�00 Al 1 r1AJ Lri.ry C�
OF SAND=IDt
BORON
102
2005,SZ" OPE *Ii
AIPLE' E DRAIN TO p4y'Llli� VALVE AfpDhl7
CHAMBER
PIPE
MOUSE
LEACH
AREA
BARLEAN
PROpERry LivE
2' DISTRIBUTION
MANIFOLD 0 EL -102.0
rv�(u L
- NI ►� :10
D,
saf�r,525Ism�
0:n4CD PUMP BASIN 24"x 72" W/COV,
ORI Mc() BIOTUBE FRUMP PACKAGE P5005.
2" DISCHARGE ASSEMBLY ^ / DRAIN -BACK CAPABIU TY.
INSD .' 1/3 YD CONCRETE .TIE" DO* W/ 1/4" VIRE ROPE
& BU S,A TTAQIED• TO BOTH CHAMBER & CONC.
9Y 5
D TO
RYE {r's (NTNEIEVOAID EDGE -
OF
1,
--EACH Lol 1RiBUTI LA T RALS.
H AES T PAL PIPE ro HA If
o LE LOCA r t vq `�
o' LooA 1 1 t AND 1
LAMrk9077011 .4 .4T EACH ENO O EACH THE
04
TN O'S OF A1. EAS ALS �`'
LA ovBEq ALS RR CAP
70- rork.
RUN TYP,
VEL/DIRT.
PIONEER DRIVE W. YI
AND TRAILER
TURN -AROUND
1,000 GALLON TWO
CO(PARTMENT
CONCRETE TANK{
GRAPHIC SCALE
30 0 15 30
( IN FEET )
1 inch = 30 ft.
1
U3LI
v
4"PVC 02.
T WAN
BUILDVNG
PEI
,_,ERI IS
I\ES
WAY
12" CM
-DRAINAGE EASEMEI4/
EDGE OF P
,Asx m TMs
eF MFa(axi FRdr =
fi Nd MAL 8ACX Tit OI4A'
CPCMG OMR CFI.
ER.7274,41.
4Fber
.STALL GULLET FRIER IN VOX CR
et7eEEN T+ux MIO nap
e war rd eNTER LX J.
or
1100
mAxsralr-
SEC TION
1MIY IXNnSe.
SEPTIC TANK DETAIL.
NOT TO SCALE
Firm
MAM-
40' PRIVATE ACCESS & UTILITY EASEMENT
CONNECTS 70: PONDEROSA PINES WAY
y7
41/1"3RI.DG1E
EDGE OF POND
\99
"mg
L �I le ! _.1
ft
\ \
&PHONE
PUMP CHAMBER W ORENCO BIOTUBE
Effluent Pumping System for Cold Weather Applications
NOT TO SCALE
Slope Ground
Away from .Riser
Condul
Con
'trol Pari
Conduit Seal
Liquid Lew!
Inlet Tee
t/4' TITRE ROPE, ATTACH PER
CHAMBER MAN. SPECS,
1/3 Y6 CONC ANCHOR
THIS DRAWING SHOWS ALL EXISTING WELLS WITHIN SETBACK
DISTANCES (INCLUDING ON SURROUNDING PROPERTIES), CONTOUR INTERVALS,
ALL PROPOSED AND EXISTING BUILDINGS, PROPERTY LINES, DITCHES, SLOPES
OF GREATER THAN 159% WATER LINES, SPRINKLER SYSTEMS, SPRINGS, SUCTION
(IRRIGATION) LINES, DRINKING WATER CISTERNS, DRAIN TILES, IRRIIGA TION DITCHES,
LAKES, PONDS, WA TER COURSES, STREAMS, FLOODPLAINS, FL0ODIWAYS, DRY
GULCHES, OR EXISTING SEPTIC SYSTEMS, AND ALL SUCH FEATURES ON
NEIGHBORING PROPERTIES WITHIN SETBACKS.
PVC Box with
Cord Grips
F ass Insulated Ge1*. ed
LIQ rIh Stainiess Steel Boo
4:1 SLOPE
1 FT MINIMUM COVER OVER O Oifuser
DISTRIBUTION MANIFOLD • EL -4172
T(FP DF SAND - 101.
sr
INSTALL SPLASH PLATE'S
DIRECTLY BROW
DRAINAGE HOLES IN
DISTRIBUTION PIPE AT
EACH END.
SEC TI ON A IIOlT5E LET' AREA BARN LEACH AREA
BkOHMraer re./DISTRIBUTION
LATERAL Ar CRO* -
SEE PLAN FOR PIPE SIZE
POSITIVE
DRAINAGE
e ./X
POSITIVE
°RAMIIAGE
•3%f
INSTALL FILTER FABRIC OM1
110000 _ -
SAND AND Bbo. •••• • n
1611111.1110011111161
TANG CRAM= TORO /1
'. `:
ATTACH LATERAL 0 E7&1 OF
EACH CHAMBER.
r MAX UNSUPPORTED LETNGTH.
NO SAGS IN LATERAL
CAP END Cr LATERALS
?VC Riser with Grommets 2'UIN
bond to tank adapter wish r ---T MISTER PIPE
--
,bond
adhesive} .-- 0 FIELD -99.0
■' Disahorge A.seemblyy -'� �DI5CFIAR,SE LINE AND D15Wd uRpY SYSTEM MUST BE
Flexible F6os Ti �OONFIGURED 1P ALLOW 0OAIPL67E DRAINAC�, sure
.t4`u ° U"' DISGHARX PIPE SUCH THAT EFFLUENT 111/1 FLOW
TRANSFER PIPE 0 HOUSE -96.0 BACK INTO THE PUNT TANK( AFTER PUMP CYCLE
Peo Gravel Bockfill
Tonk Adopter (cast or bolted)s,EE MA FOR FLOAT OIFFERENIAL
Leval Control Float Assembly
}Tor Inducer
11
NOT INSTALL CHECK VALVE
Voall Inlet Porta
OSI ETikeent Purlp SEE PLAN FOR PUMP SIZE
Filter Cartridge
Droin Port
&otube Pump Vault
'Poo Grovel Backfill Recommended to Help Prevent Frost Heave
*0 Discharge Line and Distribution System Must be Conf;ggurad to
Allow Complete Drainage. [distribution system not ehotrn)
ATTACH LATERAL 0 END OF
EACH CHAMBER.
r MAX U1SUPPCRTED LE1 GTX1.
NO SACS NI LAMFJM-
SPRAY ORIEWTATT(#4
11 -O'CLOCK &
1-o'aocx
_. •_ }•' -'s L OF• SAMD'8Y.0
iN MON, SAND BED OVER 5GARlFTED EXISTING GROUND. EXCAVATE BOTTOM
F NECESSARY, OR FILL FROM EXISTING GRADE NTH SAND
SEE PLAN
y 141• 'Y`_ ,• f ..• yiw.•y
wr .+.�'-•i'•, N
`..)'. •; ..,Tai: `.+
�A• .,.r :,„.,a.. rtir:' aFr`+,T: ,•1.,'':F:,.
•
BfoDffruser END CAP
DISTRIBUTION IIAMFOLD 0 EI.=102.0
TOP OF SAND - 101.0
DART LACE DURING CONSTR*ICAON
. IMPORTED FRI ILATRIAL
4:1 SLOPE
EXISTING Ca3UND-100.0
•
I WATER TABLE 0 450
SO1TOM OF SAND TO
BE NO DEEPER THAN 1'
SLOW COSTING GRADE
-TARN.
1 FT MINf11RAtK
7' MAC SAND BED OVER SCID E.CS11NG
GROLMN 7. EXCAVATE If MEC€SSARr O4
FILL mom EVSTING GRADE WITH SAND
4:1 SLOPE
EXISTING GROUND
NTS
PILL TO TOP OF
COVER OVER BMoOFfhreLx DAVE BloOdfuesrs WIN
DRAINAGE SAND OR WASHED
INSTALL FILTER FABRIC + tvx t STOW
orER SAND NLD LATERAL TYP. SEE PLAN FOR 92E
BM0TIffusera ' 4 i SLOPE GIRT 1.4 DURING CONSTRUCTION..+,�searait i •. „ dam■ IMPORTER FWL MATERIAL
•r _ .i. . • t • LE.-,
SEC Ti D
MGM
DRAINAGE
OTDxt
NTS
ERfST1NG GFR01AO
•I-
--Til-: _.�
'''..*\>\\;;›,\
TRAigER PIPE
o FIELD -99.o
j worm TABLE 0 R.S.O
DISCHARGE LAVE AND DISTTt1UTicII4 SYSTEM MUST BE
CONFIGURED 1'0 ALLOW COMPLETE DRAINAGE SICK
orso ARLE PIPE S/CN THAT EFFLUENT RILL FLOW
BAG( P110 THE PIM TANK AFTER PIMP CYCLE.
TRANSFER PIPE
0 BANTU -97.0
Slope Ground
Awa from Riser
ta •
ontroLll PPanty
Conduit Sed
Liquid Level
Inlet SS
1/4' WERE ROPE, ATTACH PER
CHAMBER MAN. SPECS,
1/3 YD CONC ANCHOR
r COPYRIGHT
ENGINEERING
TIMB.ERLI
DRAWN BY 11
DA l'
Lot 2, Mayfly Bend
(.GARFIELD COUNTY, COLORADO)
DATE
10/11/06
REVISIONS
SCALE
AS SHOWN
DRAWING
INDIVIDUAL
SEWAGE
TREA TMENT
SYSTEM
PLAN
SPECIFICATIONS
&DETAILS
SHEET
C1
rf
iti �'•
2'M1N-
2 RAIN.
/
/.-- /_ /
/
-
SEE
FOR QUANTITY
PLAN
REQO_
NTS
ERfST1NG GFR01AO
•I-
--Til-: _.�
'''..*\>\\;;›,\
TRAigER PIPE
o FIELD -99.o
j worm TABLE 0 R.S.O
DISCHARGE LAVE AND DISTTt1UTicII4 SYSTEM MUST BE
CONFIGURED 1'0 ALLOW COMPLETE DRAINAGE SICK
orso ARLE PIPE S/CN THAT EFFLUENT RILL FLOW
BAG( P110 THE PIM TANK AFTER PIMP CYCLE.
TRANSFER PIPE
0 BANTU -97.0
Slope Ground
Awa from Riser
ta •
ontroLll PPanty
Conduit Sed
Liquid Level
Inlet SS
1/4' WERE ROPE, ATTACH PER
CHAMBER MAN. SPECS,
1/3 YD CONC ANCHOR
r COPYRIGHT
ENGINEERING
TIMB.ERLI
DRAWN BY 11
DA l'
Lot 2, Mayfly Bend
(.GARFIELD COUNTY, COLORADO)
DATE
10/11/06
REVISIONS
SCALE
AS SHOWN
DRAWING
INDIVIDUAL
SEWAGE
TREA TMENT
SYSTEM
PLAN
SPECIFICATIONS
&DETAILS
SHEET
C1