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HomeMy WebLinkAboutAs-builts 06.17.20201 14 ill . IF ' el I Ili rillip* N mil_ - irei :1 • Er La II PROPERTY LINE \ 4 t 141. 1 1 1 It 111 illik : • AM r �f, I Iah rill PROPERTY LINE J L/ST OF DRAW//VGS T.PR ER LINE- i / 41. iii) \ I ti /t iii u + I el,pipii 1 . / I Graphic al SHEET DESCRIPTION / • 0 12.5 25 50 ^ a i STEEP SLOPE ito _/ _1 BU/LD/NG SET ir i . iii w ,l trz If, F Si - ii..._1.?' 0,1, • iip ipt 1 . ill . elio 110111 BACK LINE 1 In Feet: 1 " = 50' / lii LOTS CABIN ma ? SITE- - it i 4r- #3 r44 . 0 i. lir ilk M R ilia_ _ : "Fe dili. id lin • — \ \ = 11 . * \ •� 1P11111 1 $T HOL LOCATIONS LOT LINE ii . \ - \ i 7 TITLE SHEET 2 LOT 5 HOME OWTS LOT 5 SHOP AND CAB/NOW7S 4 DETAILS = • FOR SHOP OWTS At At � F i w r' . 114111111 IP II , 6 t\ 0 lit -• i • 11111, . iitille \ iiii _ PROPERTY LINE 01 \ { }- qpF M � Ilk TEST HOLE LOCATIONS - N FOR HOME S. T.A. ' ° ( 1 1 l_ 7 I 1 +i;: lir li Ill F IF oolimp Iti • " +. . 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Ilk a= 11 1111 ( NO SCALE Ir' L '�tE� .../IIS 2/17/21 41 ',4 '!'. .747 3!iia 1't• ii 7 .. i; � 2019-292.001 AS BUILT AS OF �� Garfield Count Colorado y� OWTSDesign n Details and Drawn by: JSS 1)1," Daniels Residence Date: 06/17/20 1 18 West 20o 02/17/2021 Sixth Street, site I Lot 5, Title Sheet Glenwood Springs, CO 81601 S 22, T6N, R93W, Rifle, CO QC: PE. JSS of 4 970.945.1004 www.sgm-inc.com File: Lot 5 Daniels BM AS BUILT •\ N ,NSpE�r�?OYP• Oil \ 72' FOR SHOP AND CAB/N 1 \\ ilt ilb 1 e \ pORr PROVIDE 18 INFILTRATOR QU/CK 4 UN/TS 1 PLUS END CAPS (PER TRENCH) 1 WEST PROPERTY LINE OF LOT 6 \ 0 1• 'I inO o Q; . \4" \ DIA. PVC ASTM 30 4 SOLID WALL DISTR/BUT a 0 0 _ \ N LINE` SLOPED AT MIN. 1/4 " PER FOO FROM DISTRIBUTION BOX TO •oi INFILTRATOR F/L TRATOR TRENCH I 4 DISTRIBUTION OUTLET QUAL FLOW DISTR/BU 1 5 FOOT SETBACK BETWEEN BOX WITH SL/DE IN BAFFLE SEPTIC EFFLUENT LINE FROM TANK (4" PVC CO 1/4" PER FOOT TANK AND SHOP \ 25 FOOT SETBACK \ 1 MIN. SLOPE, USE PVC /\ \ BETWEEN SHOP P. ASTM SOL/D WALL PIPE) TO : SND SOIL TREATMENT \ DISTRIBUTION BOX / _ i INSTALL 1 1/2" LINE IN F/RSTlop 111- COMPARTMENT OF 500 GALLON SEPTIC TANK AT A HEIGHT OF SEPCLEAN• / \ 4 " ABOVE WORKING WATER LEVEL 500 GAL. CONC. SEPTIC TANK WITH 2 COMPARTMENT RAW SEWAGE LINE FROM SHOP (4" PVC ® 1/4" PER FOOT MIN. SLOPE, USE PVC ,o���� �,�o ASTM SOLID WALL PIPE) )� ho �O A 1 • -,---04, / . ,er ��OO.4 ( OUT L 0 T 5 SHOP TOILET AND LAVATORY 1 i 1 — gillt ADO \ (:. 66F� a,Qo \ / N• O �F Gni o� \ �C1J2`r-oOZi(` S Graphic 0 10 20 Scale 40\ FUTURE CONSTRUCTION 11111 0 (AS OF 2/17/2021) N \ Si IS r In Feet: 1"-20' NOTE IT IS RECOMMENDED THAT POLYLOK (OR EQUAL) FLOW D/STR/BUT/ON OFWE/ EACH PIPE RS BE A TOE THE INFILTRATORTRENCHES. IT IS CRITICAL D ON THE HAT FLOW IS EQUALLY DISTRIBUTED TOT EACH TRENCH (SEE PRODUCT DETAIL ON SHEET 4) N S o`/o9 A,c \ F�o'�Fp�9<< O�S'4, \ /rv�/'L1.°45' 4 S�,P�B 03sr `T�4 O� B0 �N USAN ��N �FNc'y F�� �O F oT • \1 25' SET BACK FROM pU HOME TO SOIL TREATMENT AREA I 1 i ri, F di �1jJh' �O,y / \ s��oe # 11111111 mi Ar 4 %, 5' SEPTIC TANK \ Q9,c�� / SET BACK HOME 50' SET BACK FROM FROM/ 411 \ / POND TO SOIL TREATMENT AREA N T,9N sFo (1 -ic F.r till 'it-, �ctoe. Illifr 467i Sa/„¢T 4NF s04�� �OoF'4Fp 04 4, 6'o 4111 N -E, CLEAN OUT LOTS BUILDING SITE 3 BED ROOMill (1500 SF) / / / i 1 11, N ilwillkillim 10. q' \N RAW SEWAGE LINE FROM HOME (4" PVC 0 1/4" PER FOOT MIN. SLOPE, USE PVC 70ASTM SOLID WALL PIPE) OO 4c- St 32SpATiC' 41/4-- BFO,P�� �� /r /F 00 tip�F Nc�`�F I Falk I \ \ \ \ �POO� II ir • I , 4 gliornift. \ I • \ I I�Iii\ 1,..:;1/4,....:2.1 1 ), $ . ,,,,„, ALL i 0 _Air 4 \ i.all`� ,' �4Y. i. If m.1I� / Pi 665'/'' + I� ! d ��j .lyra : a f� / �e 7/2 / 1 �x '���.::. nl AS BUILT AS OF 6 SG M Garfield County,Colorado2019-292.001 OWTS Designand Details Drawn by: JSS 2 02/17/2021 Daniels Residence Date: 06/17/20' 1 18 West Sixth Street, Suite 200 Lot 5 Home +S hop Glenwood Springs, co 81 bol S 22, T6N, R93W, Rifle, CO QC: - PE: JSS Of 4 970.945.1004 www.sgm-inc.com File: Lot 5 Daniels -BM AS BUILT e IN / I / \ / \ / I /I ir / CLEAN / 11. OUT 500 GAL. CONC. SEPTIC TANK I 2 COMPARTMENT WITH SEWAGE / all LOT 5 CABIN PUMP IN SECOND COMPARTMENT S PROVIDE SEWAGE P OR EQUAL)\ 10 GPMPUMP / g WITH A TOTAL DYNAMIC HEAD OF 35 FEET 1 BED ROOM it / 1 J 0 10 116 1` 5I� raph20c Scale 40111 II/ • 9. RAW SEWAGE 4 LINE FROM / CABIN (4" PVC 0 1/4" PER FOOT MIN. SLOPE, USE PVC / ASTM SOLID WALL PIPE) / 41111111 / in /1 4111 m, ( T 25' DRY GULCH/DRAINAGE F ft SET BACK TO EDGE OF SOIL TREATMENT AREA 1 1/2" HDPE PIPE FROM I \ GRINDER PUMP TO SHOP SEPTIC TANK (1ST COMPARTMENT) I \ — SLOPE LINE FROM SEPTIC TANK BACK TO THE GRINDER PUMP \ \ (SECOND TANK OF CAB/N SEPTIC TANK) MINIMUM DEPTH ., OF COVER = 18" 1106 I \ I \ In Feet: 1 " = 20' NOTE: IT /S RECOMMENDED THAT POLYLOK (OR EQUAL) FLOW DISTRIBUTION WEIRS BE INSTALLED ON THE OUTLET OF EACH PIPE TO THE INFILTRATOR TRENCHES. /T IS CRITICAL THAT FLOW /S EQUALLY DISTRIBUTED TO EACH TRENCH (SEE PRODUCT DETAIL ON SHEET 4)ill Tt INSPEQTYP• — * \ \ \ 1 \ 1 72' FOR SHOP AND CABIN \ \ \ \ \ . ilk \ \ \/-1 PORT PROVIDE 18 INFILTRATOR QUICK 4 UNITS 1 PLUS END CAPS (PER TRENCH) 1 \ . a 1 O �o O. of . \ \ 4" DIA. PVC ASTM 30 4 0 SOLID WALL D/STRIBUT�N o- 1 LINE SLOPED AT MIN. 1/4" PER FOO FROM DISTRIBUTION BOX TO a INFILTRATOR TRENCH 4 OUTLET 5 FOOT SETBACK BETWEEN \-.1111SEPTIC \ t WITH SLIDE / BOX SLIDE /N BAFFLE EFFLUENT LINE FROM TANK (4" PVC ® 1/4" PER FOOT TANK AND SHOP \ 25 FOOT SETBACK \ \ 1 MIN. SLOPE, USE PVC \ \ BETWEEN SHOP ASTM SOLID WALL PIPE) TO : ANDSOIL TREATMENT \ \ DISTRIBUTION BOX / INSTALL 1 1/2" LINE IN FIRST --1 \ P COMPARTMENT OF 500 GALLON — \ \ \ • ii SEPTIC TANK AT A HEIGHT OF 4" ABOVE WORKING WATER LEVEL 500 GAL. CONC. SEPTIC TANK \ WITH 2 COMPARTMENT \ RAW SEWAGE LINE FROM \ SHOP (4" PVC © \ 1/4" PER FOOT '� MIN. SLOPE, USE PVC' spf �0 Fcj� N ASTM SOLID WALL PIPE) \ �T O \ b6 o6 �o A �T 8 1 CLEAN OUT LOT 5 SHOP TOILET ANDLN LA IIA TORY I V 69F .; • *4 .�" t �� *' ;Pti y°�`:s I i /� ® - A 2/17/21 n x , 4 AS BUILT AS O FSG M Garfield Count Colorado2019-292.001 Y OWT Design a n d Details S Drawn by: JSS 3 Daniels Residence Date: 06/17/20 02/17/2021 118 West Sixth Street, Suite 200 Lot 5 Shop and Cabin Glenwood Springs, CO 81601 S 22, T6N, R93W, Rifle, CO QC: PE: JSS of 4 970.945.1004 www.sgm-inc.com File: Lots Daniels -BM AS BUILT 1 2.3' Io n 44 AA 0 Knock Down Baffle Top /iew 1.2' 7.0' End /iew '3 2.3' 2.1' a0 0 0 itr Section /iew 2.3' Lid /iew 7 Outlet Equal Flow Distribution Box with Silde—/n Baff/e • 4000 PSI Concrete • 4" Pipe penetration ports • Connectors cast into the box 4" PVC FROM HOUSE "/FOOT MIN. SLOPE 2 4 ASSURE EX/STING RISER FOR PUMP ACCESS r Adjustment knob moves opening up or down in 1 rib" increments' total movement is 7/B". Tough engineered plastic- Will not corrode_ Installs without tools. RISERS TO GRADE BUTYL RUBBER SEALANT FROM UNIT ASSURE EXISTING RISER FOR PUMP ACCESS 4 a PROVIDE TRAFFIC RATED LID IF IT IS ANTICIPATED THAT VEHICLES WILL TRAVEL OVER SEPTIC TANK 1 Simple to install. Just push into any 4" pipe. SCH. 40, SDR 35, and thin wall. Water tight fit POL YL OK PRODUCT DETAIL PROVIDE SCREWED COUPLING /NS/DE TANK TO ALLOW DISCONNECT/ON AND REMOVAL OF PUMP FOR REPAIR, MAINTENANCE OR REPLACEMENT FLEXIBLE BOOT 1 1/2" HDPE PIPE AT 18" DEPTH TO SHOP SEPTIC TANK (ASSURE PIPE DRA/NS BACK TO CAB/N SEPTIC TANK TO ALLOW DRAINING AFTER PUMP SHUTS OFF) PIPING' INSIDE TANK TO BE GLUED SCH. 40 PVC. PROVIDE COUPL/NGS AS NECESSARY TO TANSIT/ON TO HDPE PIPE (PUMP LIKELY DISCHARGES WITH 2" SIZE, PROVIDE REDUCER AS NECESSARY TO DROP TO 1 1/2" SIZE) SECTION VIEW 500 GALLON SEPTIC TANK AT CABIN d4 n Q? n n 4 nd c 4 1000 GAL. SEPTIC TANK AS BUILT AS OF 02/17/2021 NOT TO SCALE NOT TO SCALE 4" SOL/D WALL 3034 PVC PIPE AT 1/4 "/FOOT SLOPE (MIN.) TO DISTRIBUTION BOX PROVIDE AN EFFLUENT FILTER ON DISCHARGE SIDE OF SEPTIC TANK IF NONE CURRENTLY EX/STS PLAN VIEW 500 GALLON SEPTIC TANK MOUND FOR PROPER DRAINAGE RISERS TO GRADE BUTYL RUBBER SEALANT FROM UNIT —\ NOT TO SCALE 6 N — \ TOPSOIL _ \• / _)‘7, n- i 1 NATIVE BACKFILL ESTABLISH VEGETATIVE COVER 34" 36" QUICK4 CHAMBER TYPICAL INSTALLATION DETAIL (Not to Scale) FLEX/BLE BOOT 8' MAX BURIAL DEPTH 72" MIN., H-70 LOAD AREAS 6" MIN., NON—TRAFFIC AREAS 72" INFILTRATOR SYSTEMS INC. QUICK4 STANDARD CHAMBER 52" INSPECTION PORT QUICK4 STANDARD MULTIPORT END CAP —TO DISTRIBUTION BOX OR SOIL TREATMENT AREA SECTION VIEW 500 GALLON SEPTIC TANK NOT TO SCALE PIPE CAP, TYP 4" OBSERVATION PIPE, TYP NATIVE BACKFILL, TYP INFILTRATOR QUICK4 GRAVELLESS CHAMBER EXCA VA TION 6' MIN (10' SHOWN) 3, --164—(TYP) QUICK4 TRENCH DETAIL NOT TO SCALE 6" D/A. PVC PIPE SLEEVE oz) NOTE IF OVER 48" IN DEPTH, PROVIDE AN AIR VENT TO EACH TRENCH IN L/EU OF OBSERVATION PORT. A/R VENT TO EXTEND 36" ABOVE ADJACENT FINISH GRADE 6SGM 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com Garfield County, Colorado Daniels Residence S 22, T6N, R93W, Rifle, CO Revision Date By 1 • • • OWTS Design and Details DETAIL SHEET Job No. 2019-292.001 Drawn by: JSS Date: 06/17/20 QC: PE: JSS File: Lot 5 Daniels -BM AS BUILT Of 4 4 TANK ID 20" CLEAR ACCESS 4.8' PLAN VIEW 500 GALLON SEPTIC TANK MOUND FOR PROPER DRAINAGE RISERS TO GRADE BUTYL RUBBER SEALANT FROM UNIT —\ NOT TO SCALE 6 N — \ TOPSOIL _ \• / _)‘7, n- i 1 NATIVE BACKFILL ESTABLISH VEGETATIVE COVER 34" 36" QUICK4 CHAMBER TYPICAL INSTALLATION DETAIL (Not to Scale) FLEX/BLE BOOT 8' MAX BURIAL DEPTH 72" MIN., H-70 LOAD AREAS 6" MIN., NON—TRAFFIC AREAS 72" INFILTRATOR SYSTEMS INC. QUICK4 STANDARD CHAMBER 52" INSPECTION PORT QUICK4 STANDARD MULTIPORT END CAP —TO DISTRIBUTION BOX OR SOIL TREATMENT AREA SECTION VIEW 500 GALLON SEPTIC TANK NOT TO SCALE PIPE CAP, TYP 4" OBSERVATION PIPE, TYP NATIVE BACKFILL, TYP INFILTRATOR QUICK4 GRAVELLESS CHAMBER EXCA VA TION 6' MIN (10' SHOWN) 3, --164—(TYP) QUICK4 TRENCH DETAIL NOT TO SCALE 6" D/A. PVC PIPE SLEEVE oz) NOTE IF OVER 48" IN DEPTH, PROVIDE AN AIR VENT TO EACH TRENCH IN L/EU OF OBSERVATION PORT. A/R VENT TO EXTEND 36" ABOVE ADJACENT FINISH GRADE 6SGM 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com Garfield County, Colorado Daniels Residence S 22, T6N, R93W, Rifle, CO Revision Date By 1 • • • OWTS Design and Details DETAIL SHEET Job No. 2019-292.001 Drawn by: JSS Date: 06/17/20 QC: PE: JSS File: Lot 5 Daniels -BM AS BUILT Of 4 4