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HomeMy WebLinkAboutOWTS-2A W N' F-' Z wTD,-, O Z rn Z m Z m ! 1 r\ D 0441 ,15 r(l / C /`� HIVill. O zo ct ALLOWABLE BURY (Based on Water Table) ?=(7 jA Z!9'-rl�cm 8 tiCy a4o,°v_°�O �ZtiA w� JST MEET ASTM C122 \RCOAL FILTER VENT I )N OUTLET OF TANK.. MEET BOUYANCY RE I. r-i O �O 0 Qi cg� a�� .tr�tr 3 n om AA 3 p as i o m C m73 0. . x ALLOWABLE EARTH FILL C. gli`x arviF,g-. 2.13°12-_.,10 r, a § O P., •� (roq� —. [1 I I I I m p c ° A Y S T m A l./ / \/ink- ~ N HIGH HEAD PICAL 500 G yp�1 g 0. •••• flI1Ii!iflt' H 1100 Gallon Ti with High I iTANDARDS. ROM TANK CHAMBERS WILL PROLC SEE DETAIL THIS SHEET. I elm. r /:::•::: :: �� D V U�7 . s / .% / r \ \ l� Z /\\%....•..•per.• �� D O r DOSING I ALLO\ C )NG THE LIFE OF THE Ti (../) ''''''''',„.., • 1 i Z / \ v. oil o 0 --.. \ NC I / •. g it . ..:• ...:..:. 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K �< m '< v o �; c ,2W 70 70 0. �' g w m o m 3 w m m ODD m ?: <° �v v o< v o �n xzz o o f 3 Q 0� -ri o o' 70 i'7' a 6 -+ D x a 4. x• ? p. it __ v S C D w$ x n o m m c K 2 to m m w O '' ^ w < <p 3 a O '■ m T _ T tj� m 6 �": Sal ~ �, O� v 3 w F w 79. w tin N O m (N/) '� [in, D - d N N 7 _ 4 IT] 0' A S] L t7' C ¢ �. CA m p'�' ry� vy� •� (� N N tail y •G 7. D� w n n J Q �_ v C N w 37 /m w D \ . , WDZI-• t�i�t'I� 4 2 � } fl ig z O. d� m m, - = tL+ p t+f ., �e F 0 t 0 �n 0 ? ,a aCO m C Cl,I _ - Z I C c� U p O T c0 N w �: w_ O r 'C �. �� $ 0 3 m o m � w n � a s m Q 8 C > > c o y' m ?w m �. n�i z vZ �� D m o �° w —� Om ? o 3mo rn cl w c� O v' a C) fD f�D C) N fi 3 O t0 D y, y N f, w -� fll f < °i ^ 3 N ^' o �� C al 3 rp 3 2 r - 48" FIVE LE g�-�-r� m i r $ m.; f _CA y. - w N _ •2 3 N Q `D5HI m ni -t �- 4, a#o m n +�+ to mms�c 3 m rr�!II1J1H Ii! p Tt D 4 .. 41! my Rol Mallon Ti _�0 -pm C�. fi} w % II°I _ r # •, w• r< - ; ms >D_m AL 0 O Tl - nwa v y O j 4T p2 f1 j cp» j C) p fD m T= tjl y • 3 g m o tgy� a n H_ m w a a 3 �' O m v F o v o •' t7 3 a C `n f/i 00 D rn m? `$ 5n ' _ PZr p1 3 q rn N cC5 0� o v m a m m Z • , \. 703 - : VfTY�CeIi`I Q� n 3 D Z)O 'o ai '< fD o o ad o 8 g- 3 gQ c E* r ti •� -s �(7 D al a�OVic�'p•Zf.m-oN �w„n; o �o o� �H35211! rn$ w�' °�'N Z xy3 c 5' `Tmri= v ornammnP�%/J/ :. i jIj -c _�i,• m d' O O 2 0 •' o n w 8, y �-<'. !;' y m r ^w C a rn r8 o g n v _ 5 o c3 a cb a D rn - 10hZ1 \ p g8 m g o m 3 0 07� w m a 3 .....o, m N. o> `I 3? a8 `a w m, -ri lli�/� /�% 6 BI —I a 0m '8r 73ao�w>>�oo0 83 �GZi"' �39mD� a`� r� c g ... �3n� S. Cl I i k I m I n :t "' , . i P.E. i JLi �n G DC r Z_ fll Z m c� �Z T�+ o 41 �-p w v �fDdN v3 ��oym 3�c8p_°'"� S' 000 ��8�ato Q= m ? n �" c y=.. 2 c� m N chi N r o - m of n m �' o �, m m v `� i w v c ^� v coC= Fn alnw �g_4r� o su Qom N d m Cc m== 2 m f o mw � �fx 7,< m of N 2...3 o m n o 7m0 s5-7 w�c co �A 1 � } in WATER TABLE DELOY GRAM (pry} IS NJ 0 0, 9CA a,'- yam. .rr fTl • Cel 2 rn cr `1 n t"D � NOTE: The minimum distances shown above must be maintained between greater distances may be required by the local board of health or by the W; or upgrading of existing OWTS where the size of lot precludes adherence t reviewed and approved by the local public health agency. Components tha 1 Includes potable wells, irrigation wells and monitoring wells set vw STATE SET System Not Relying on STA for Dispersal Slit Trench Latrine, Pit Privy 20-2. DOp.• -2.m rns'to• °��CK.con4 1 i� C dm'>Er ' Lined Evapo- transpiration Field or Outside of Berm of Lined Wastewater Pond Lined Sand Filter STA Trench, STA Bed, Unlined Sand Filter, Sub- surface Dispersal System, Seepage Pit Building Sewer or Effluent Lines Septic Tank, Higher Level Treatment Unit, Dosing Tank, Vault or Vault Privy 1 0 0yO- il !iBmao�ro =o=QDg�oDYl,a;.51 ,o� WNN 5a� R.Y470 0 a -mc* CODE OF COLORADO REGULATION Water Quality Control Commission CODE OF COLORADO REGULATION Water Quality Control Commission Table 7-1 Minimum Horiizontal Distances in Feet Bet November 15, 1973 and Water, Physiical and Heals a - 0 0 W 0 0 0 0 qW -0 W N c O r c <16 rn-0 d C 5 2.co 0. -,a) -o -� 0 0 0 o w 0 N o ry pW7 y c < o r c .Ca -,- w C 9'am c. a -, = BSc 0 N o N cNi, N r��o r Lu 0 N 0 IJ w N m o N r� `*' o Q r,� -,-, _ .c o- ry z cr CD j N (xio,QV7 (J1 (1 n * 5. o to N a 0 .� `� to n co o '�•.• fD cm 15 O 0 O El a2 pgi 7' O w t E' N 7'� e cp n 0 ro t9 ��,11 .' �� l�'�1./ t • .1 f71 r d, [n co N ".S .-. 5' `icon N (41 co aoo n trci *. ch 6 O N p�j Cn ao n rn c =. Pk n g m �4"11 �r Each Additional r Number of Bedrooms Minimum Septic Tank Size Based on Number of Bed m al a le -Family Residential Design Flows )WTS components and the features described. Where soil, geological or other conditions warrar uality Control Commission pursuant to section 25-8-206, C.R.S. and applicable regulations. For ,e distances, a repaired OWTS must not be closer to setback features than the existing OWTS, lot watertight should not extend into areas of the root system of nearby trees. r potable aquifer and infiltration galleries permitted as wells by the Division of Water Resources. ACK GUIDELI\ES B 0 n B a' n 7 7 O O too CDcrn 5 CCR 1002-43 _, o E O Nib O O C _ Fo n Components of an On -Site Wastewater Treatment System Installed Afte 'pact Features Alta..,, 1' �� ' f� I �� o cNs, o n c 70 �� i o i Q. i 0 1 0 _, 0 C D c r • -71 i-.41 I,1. Occupancy (# of Persons) o coo aro two R g aawo N , 1�P• •� Z ��•4�' �. C0 ! 1t �� N cn cn o 5 cn 4 r__0 C i0 n o N c rn n rn o a G, o o _ up E. °p� 2NcC C !s^d "o ,e0 Cs m ��1111�11 a D - -T T - I - r - I �I 75 Wastewater Flow Per Person (glallonsiday) c1`'il c�'i� o © o Tank Capacity (gaily 73 !1!N! 10 0o � -' < J T D 3 S-1 to B r.� �. Z m . Ic; Dmc; -Iv o, u, c, 01 E_ C C Dt rn 1-rv. 675 450 300 02 c4 lb) mm Zp Z;X o � ymA ��OGZ) 'v lo m ° N GARFIELD COON Y COLORADO HIGH COUNTRY ENGINEERING, INC. DRAWN BY: LL No. DATE REVISION BY 0 tI) ° ���������A 1679 COUNTY ROAD 245 1517 BLAKE AVENUE, STE 101, CHECKED BY: I\i O m RDN Is, ONSITE WASTEWATER �""� GLENWOOD SPRINGS, CO 81601 DATE: -={o 1-Or -•6,0E? PHONE (970) 945.8676 - FAX (970) 945-2555 TREATMENT SYSTEM �ci } 1 0 26 20 �o W o o O ' �'�FILE: DETAILS NEE�� WWW.HCENG.COM OwrS.DwG 0� oTo o�cioo Ed.. 73t" o m y