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Plans • •• • • • • • • • • • • • • • • • • • • • : • • �• : • • : • • BRUNER • P L U MBING O , Copy ••• • • • P.O. BOX 23985 • TIGARD, OR 97223 Q V , Ora ( / a 1 " ) • r) c. sczt-le) • 624 - 4880 •' • • CITY OF T1GARD' - �"�'�`6`� : • • • • • • ••• • Approved '"�� / (Q� l • Conditionally Approved [ ]: �- `')' (" For only the work as described in: y3 5 I '� . • ...... , • . " • See Letter to: Follow [ ): -5" : / : - ) •7 •••• I [ / ..t Attach. ` J JobAddress:J3d7 U � ' � • -4f -�— 8v: r Date: - - b C � 2-0 7 e ft/ e.,v- \ 3 i ' - I /.....0 v rc'`'f r 2 -Agsp r a 5 0 / R - p L a S � P 1 0 7 5 _5 LA) A c t e" (--- g/u/ PLivi ioa -00713 . Oi)(7T r_< i( 1r d-{' ;,., ; 2 A ', _ vi -L_d . rEld —i — d 1d; act HLS WH'�HUUbHL S bL�i 1705 31325 f . f J� ADS, inc. Drainage Handbook I Specifications • 141 Chamber Dimensions 0`' 11 Standard 14 frr Capacity 16' High Capacity Rio 2 Blo Modal No. 11003) Model No, 1 + . Na. 160080 no • 1 Na.150060 Modal No. 22CO®D . 76 " 87" 8T �' 75' + 9 N31_ 88' 86" .68" •.. � 14' 16' 12" 8.03" MI. .. talk 34` Imo': iiNOWANIIIIIMEMBONINN Camay 1 8aift 5.0cu 8S 101.0 1 . 82.6 ,. _ 2 7 a.. _ i' 19!6 28 Res II l •- • .lrr�; "a11111111111 . �� 45 : t 70 end cps may mace truck load pallet quantity. (L confgrzation S avagabilify srd4Scf >b slump without out notice. Product dotal may Offer sightly from product appesnittc s) 11" Standard Chamber i 1 h - E r' WIWIWIMil -EL:r37‘. . 22RE 14 "f16" FFigh Capacity Chamber i —1 2 \ ---1 r I 77477777.111 _i We 2 Chamber • gli .. : .. . 8 io 3Chamber •••• ••••• • •• • • • •. ••.... . . • • • • • • ____...1 .••• : • • ___n ..... f 1 R '.. A.-.A ..... • "'�� • a -. ...' .+- r 7 • • @ADS, Inc., January 2008 r orl - cry ckxl� tc • e o rW wri,��uuur+ �olr caJJ ,t.., 1 J ADS, Inc. Drainage Handbook Specifications ♦ 1 -42 , ADS ARC TM SEPTIC LEACHING CHAMBER SPECIFICATIONS Scope This specification describes the ARC chamber units for use in onsite wastewater disposal applications_ Chamber Requirements ARC chambers are manufactured from high - density polyethylene with an open bottom, solid top and louvered sidewalls. Sidewal louvers shall be designed to minimize soli intrusion. Chamber shall meet the load rating of H-10 (16,000 lb per axle) with a minimum of 12 inches of cover when tested in accordance with IAPMO PS 63 and installed in accordance with manufacturers installation procedures. Chamber Connection Each chamber shall interlock with an integral articulating joint. Articulating joints shall have a free range of horizontal rotation of 20 degrees, with a maximum of 10 degrees in either direction. Articulating joint shall be constructed by pladng the dome with engaging krhudde of the incoming chamber over the post end of the previously- installed chamber, with final engagement occurring when the lower base flanges of the incoming chamber under -lap the raised base - Ranges of the previously - installed chamber. Material Properties Each chamber shall be manufactured from high- density polyethylene as defined and described in IAPMO PS 63. Installation installation shall be in accordance with ADS installation procedures and those issued by the local health department regulations. ARC 24 ARC 36 ARC 38 HC Model No, 24 '1291 Model No. 3613BbH Model No. 381690 Length (f) 671n 63 in _ 83 In Repeat Length (E) 62 in I 60 in e0 to Side Watt Height (B) 1 7.5 in - 7.13 m 10.76 in Overall Height (c) 12 in 13 to Overall Width (ID) - 16 in 22.5 in 34.5 in 34.51n Capectty 5.02 eu h 6 cu tt 10.7 cu R Pallet Qua 37'5 gat) (80.14 gal (80 gait 120 chambers 60 chambers 60 er<ambers Van (13m: Trailer) Quantity 17 Pallets 25 Pallets .S Paters 1 Flamed Query 15 Pallets 1 22 Pallets 22 Pallets POST ..... • RECEIVING AREA DDAtE ENO WITH • —0, • • • • • • 'fUtVCKi.� • 11 • ./••• •••••• I - .... I ' .11 it 11:111 lillittlif- .. ...... 9 1 .. A _•..•.�• • � I • • • • • • ••••• •••• .. • • •• •• •••• • • • • • • • • 0 ADS, Inc., January 2008 TfiT C.1 D 1757 Reinforced Concrete Dry Well for Ra D ,,, f . . ,. . ,:-,...„. r 4 i �+ �� , �� ; 1' `` SMNG CRITERIA: Gravelly sand, 44* 1� a ,�:;=;= gravelly loamy sand, or other equally `� � �;t'j,�.� ry wP• x � , porous material occurs in a �_ ,' �''�^�' _ ,ry �� continuous five (5) foot deep stratum �,�� .u ,� 5 " within twelve (12) feet of the ground �k • ' _ k.‘,.. t r!� � a f u surface. 'd Sq W Cty ' i � �.. �. q,1- '� 3 n Drywell must be 10 feet from any 3 ?,: ., building, 5 feet from property line, } x ti, a x and 20 feet from existing cesspools. i ce - r �+ ` ,' F ' R 3. Y `Y."3 � i ti..v' ti • a� "x ., a � ' � .$ - � � � 10" min. `` above `- , :1,�P.i. ground 10' min. > . 'r 1 A - 11 =11 =1'= - -11- I A A ll =11.=11 =I I— - - =11= 11=_! ,_„�,,,_,.- Min. 2' 12" min. below • • ground 117, ...••• 3 " ABS SCH40 • ' a❑ ❑ 0 0CI A! •• • ' • '� • 3 "C.I.or tee d - S.4 ••.... 3" PVC SCH40 pipe '; a ❑ ❑ ❑ D t�os •' • • (4' pipe required •� m ,b • t�,• Mina: • • • . • • ...... et , . • • • • • • for roof areas ' .• • • •• •• over 1500 feet) 3/4 " - 1/2" round rods e square feet ' a °� 4 ❑ ❑ ❑ © t. ' m -i ' r. Min 5' •• ; "• •. between pit lining and ., b a ❑ ❑ ❑ a Q o ;� ..... • •••• earth wall, up to the lid a , , t=, . •'' • e:d. o'w • ' • • • .. • .. •4, Qa❑ ❑ Oal5 t -,i, •• • • . •••• qed , odd • ••N.; • ••.• • z ll a ❑ ❑ ❑ a J e ms •••••• • •••• .....; • ��® ear •••.• ••••• 1 e 00 ❑0 0brioa 1 < ) 1 • Min. 2'4" < > Min. 4' Dia. • In areas within Multnomah County, where there is not adequate knowledge of the soil conditions, the City of Portland performs on -site soils evaluations to determine the suitability for storm drainage disposal. In order to perform this evaluation, an application, with the correct fee included, needs to be ciihm,nAi1 and a test hole nrovided for evaluation. D W 200 SQ FT .PER FT 28" I.D. X 5' D.W. 1,000 SQ FT 28" I.D. X � 2,000 SQ FT 28" I.D. X 10. D.W. 28" .D I. X 15' . ■ D.W ,■000 SQ FT 4 I.D. X ' D.W. 60o SQ FT PE'R FT 4' I.D. X 5' D.W. 3,00 SQ FT PER FT 4' Y.D. X 10' D 6,000 SQ FT 4'. I.D.. X 15' D.W. 9.,000 SQ FT 4' I.D. X 20' D 12,000 SQ FT ':. p , 7 i // . . . - ... ;� / ;I eA,,/ • • . .: . ...._• •.... • :: •.. : :.. : :••:••,• • •• • • • , :. .,• • . • •: .. .... ••. •••• 9/29/94 :, Soakage Trench for Rain Disposal On the west side of the W River or for soil conditions that have low permeability • ,, 4A,* -■,.r ..::;.„- ..4% 4r - - ..,,;:1 . s x ,.� C ; C 4 -� : �; . 'Roof areas larger than '� 400 square feet use , ** 10 feet of soakage trench ` a per 400 square feet p ,Ak , (or part thereof) of roof y 4 I W r *£ area, to be installed on r .w "'` contour. K )� r E F .` ^4 '' b i 'fa K •rk z 5 , A A rr "' . K �5' f .g 12" s E r y , r 3 r a . { . 1 . t':< . 10' min. / � ..,1, � ® � 12 • -, > k �{ '. `"' ; Trench shall be / v,_ / r�l G :. r " . " 10 from buildings s and '`� o / / / �1 ' 5' from property lines. °, a �� o ' o a w.- ' / s ' , / '141, e, , f 4 ,� . , ., € / '° `,;`, / / � _ 10 ' m / / ./ / / / cover rock • • ; •' • s = ' . above / / / •• wlfh•filter fattit' • ground / �,/. / / ••• •••�•� ::::' ,./ /D o / •,• • • • • • 11.-,111.1 111-,11-,11_11 - +11_11. - o w l �II"11 =11 RI1�'IIF,;II- Ili= il,c,.. • • • • • • • • • —MI , (] • • 12" min. 1 — _. T. ®® , � // . : • : • •• • .. • ♦ i' '� ground oit> / °I _ 1� ® ''i/ •• .• ® '� s ••••• •••• • I kt 16`'� *. •••••• • • •••• 3 "ABSSCH40 1'.11 ^ . ° gerf tad• • ••••• 3" C.I. or - ,� ,I „— „- „.= . G� •... IL 11 a — u — u= smaatti Walt ' • • • • • • • 3” PVC SCH40 pipe ^i1Ki1 Ii • \ (4" pipr e ro required plastlapipe • • • • " • • • • • foof areas ••••• ••• over 1500 square feet) clean gravel fill 3/4" to 2 1/2" In areas within Multnomah County, where there is not adequate knowledge of the soil conditions, the City of Portland performs on -site soils evaluations to determine the suitability for storm drainage disposal. In order to perform this evaluation, an application, with the correct fee included, needs to be submitted and test pits provided for evaluation.