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HomeMy WebLinkAboutEngineer's Design Plan129 Cains Lane Carbondale, CO 81623 970.309.5259 carla.ostberg@gmail.com November 11, 2023 Project No. C1842 Ziska Childs ziska@ziskachilds.com Subsurface Investigation and Onsite Wastewater Treatment System Design 3-Bedroom Residence 284 CR 102 Garfield County, Colorado Ziska, CBO Inc. performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residence. The 36.38-acre property is located outside of Carbondale, in an area where OWTSs and wells are necessary. Legal Description: Section: 20 Township: 7 Range: 87 NWSW EXCEPT A 1 AC SQUARE COR LYING IN THE NE COR OF NWSW. EXCEPT A TR IN THE NWSW CONT 8.4 AC. SEC 19: A TR IN LOT 7 & NESE CONT 5.47 AC. ALSO A TR CONT .31 AC AS DESC IN BNDY LINE ADJ BK 1510 PGS 319,322. 36.38 ACRES Parcel ID: 2391-203-00-132 SITE CONDITIONS The property is currently developed with a 3-bedroom residence and a Barn. The residence is served by an existing OWTS which consists of metal septic tank and soil treatment area (STA) of unknown size. No records were available from Garfield County on the existing OWTS. This system will be replaced. The residence will be served by a private well on the property. The well is located to the northeast residence. The well is located greater than 50-feet from the proposed septic tank and greater than 100- feet from the proposed STA. The proposed soil treatment area (STA) location has an approximate 5-10% slope to the west. The proposed area is vegetated with sage and native grasses. There should be no traffic or staging of material over the future STA site to avoid compaction of soils prior to construction of the STA. SUBSURFACE The subsurface was investigated on October 16, 2023 by digging three soil profile test pit excavations (Test Pits). A visual and tactile soil analysis was completed by Carla Ostberg at the time of excavation.1 1 Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. Page 2 The materials encountered in Test Pit #1 consisted of light brown silt clay loam topsoil to 6.0-feet, underlain by white calcareous clay matrix to a maximum depth explored of 6.5-feet. No bedrock or groundwater was encountered. The materials encountered in Test Pit #2 consisted of light brown silt clay loam to 3.0-feet, underlain by white calcareous clay matrix to a maximum depth explored of 6.5-feet. No bedrock or groundwater was encountered. The materials encountered in Test Pit #3 consisted of light brown silt clay loam to 3.0-feet, underlain by white calcareous clay matrix to a maximum depth explored of 6.5-feet. No bedrock or groundwater was encountered. A sample of the soil was taken from Test Pit #1 at 3-feet below grade. Soil structure grade was moderate. The soil formed a ball and a ribbon 1 to 2-inches in length before breaking. Soil structure shape was blocky and consistence was firm to extremely firm. Soil texture was more smooth than gritty. A sample of the soil was taken from Test Pit #2 at 3-feet below grade. Soil structure grade was weak to moderate (dense). The soil formed a ball and a ribbon less than 1-inch in length before breaking. Soil structure shape was blocky and consistence was friable. Soil texture was both gritty and smooth. The topsoil is consistent with Soil Type 3, Silt Clay Loam, with moderate structure grade. Calcareous clay matrix is consistent with Soil Type 2 with moderate to weak (dense) structure grade. Installation of the trenches must be to the west of Test Pit #1 place the infiltrative area on the calcareous clay matrix horizon (Soil Type 2) at a depth not to exceed 4-feet below grade. A long-term acceptance rate (LTAR) of 0.5 gallons per square foot will be used to design the STA. View of existing septic tank and approx. STA Looking toward proposed STA Page 3 Test Pit #1 Backfill Test Pit #1 Sieved sample Ribbon 1-2 inches Page 4 Test Pit #2 Page 5 Backfill from Test Pit #2 Test Pit #3 Backfill from Test Pit #3 Page 6 DESIGN SPECIFICATIONS The existing septic tank will be abandoned by pumping the tank and removing it or crushing the top, bottom, and sides and filling in the void with onsite materials. The existing STA will be abandoned in place. Design Calculations: Average Design Flow = 75 GPD x 2 people/bedroom x 3 Bedrooms = 450 GPD LTAR = 0.5 GPD/SF 450 GPD / 0.5 GPD/SF = 900 SF x 1.0 (gravity trenches) x 0.7 (chambers) = 630 SF The OWTS design is based on 3-bedrooms. An average daily wastewater flow of 450 GPD will be used. For the purposes of this OWTS design, Benchmark Elevation has been established as 100’ (Finished Floor of residence). CBO Inc. should be notified of any discrepancies or problems with grade elevations of proposed components during installation of the OWTS. OWTS Component Minimum Elevation Primary Tank Inlet Invert Approximate horizontal distance 50’ / min. 2% fall / min. 12.5” fall Distribution Box Approximate horizontal distance 35’ / min. 1% fall / min. 4.375” fall Infiltrative Surface Approximate horizontal distance 35’ to furthest trench / min. 1% fall to STA / min. 4.375” fall *Elevations are based upon standard OWTS installation practices. Component elevations may change during installation due to site conditions. Minimum grade refers to piping between components. The existing sewer line from the house to the septic tank is cast iron. This will be replaced with 4-inch diameter SDR-35 sewer line with a double-sweep clean out and a minimum 2% grade to the septic tank. The system installation must include a 1000-gallon, two-compartment Infiltrator® poly septic tank with an Orenco® Biotube effluent filter on the outlet tee. Risers must bring the manhole lids to grade for access. If more than one riser is added to the septic tank, an extension handle must be installed on the effluent filter. Effluent will gravity flow to a distribution box, and then to four gravelless chamber trenches. The distribution box must be accessible from grade and must have flow equalizers, or similar product, installed on each outlet pipe in the distribution box to assure equal flow to each trench. Each trench will consist of 14 ‘Quick 4’ Plus Standard Low Profile Infiltrator® chambers for a total of 56 chambers and 672 square feet of infiltrative area. There must be at least 4-feet of undisturbed soil between each trench. Excavation for the trenches should extend to the top of the calcareous clay matrix horizon (where the soils are white in color). Inspection ports must be installed at the beginning and end of each trench. Ports may be cut to grade and placed in sprinkler boxes for access. COMPONENT SPECIFICATIONS The component manufacturers are typical of applications used by contractors and engineers in this area. CBO Inc. must approve alternative components prior to installation of the OWTS. Requests must be submitted, in writing, to our office for approval prior to installation. Component technical data sheets are available upon request. Page 7 COMPONENT MANUFACTURER MODEL NO. COMMENTS Septic Tank Infiltrator® Item # IM1060-2CP 1000-gallon, 2- compartment poly septic tank Effluent Filter Orenco® 4” diameter full size effluent filter Distribution Box, risers, lid and flow equalizers Polylok 4 ‘Roto-flow’ Chambers Infiltrator® ‘Quick 4’ Plus Standard Low Profile 56 cambers Construction must be according to the jurisdiction’s adopted On-Site Wastewater Treatment System Regulations, the OWTS Permit, and this design. PERMIT APPLICATION INSTRUCTIONS An OWTS Permit Application must be submitted to Garfield County Environmental Health Department. https://www.garfield-county.com/environmental-health/filesgcco/sites/16/OWTS-Application-Complete- Packet-Dec.-2019.pdf. If the OWTS Permit Application will be submitted with a Building Permit Application, it should be submitted directly to Garfield County Building Department. All questions regarding permit submission can be directed to Garfield County Environmental Health Department, 970-945-6614 x8150. INSTALLATION CONTRACTOR CBO Inc. expects that the installer be experienced and qualified to perform the scope of work outlined in this design. The installer must review this design thoroughly and coordinate with our office in advance of installation. Any additional conditions in this design or county permit must be completed and documented prior to final approval of the OWTS installation. Communication between the installer and this office is expected throughout the installation. INSTALLATION OBSERVATIONS CBO Inc. must view the OWTS during construction. The OWTS observation should be performed before backfill, after placement of OWTS components. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. CBO Inc. should be notified 48 hours in advance to observe the installation. In an effort to improve the accuracy of the record drawing, we request that the installer provide a sketch of the installation, including path of the sewer lines, water line installation (if applicable), septic tank location, STA location, and measurements from building corners or another fixed objects on the property. This sketch is most easily provided on Sheet W2.0 of the OWTS Design Packet. Photographs of the installation and final cover are also requested to supplement our installation documentation. REVEGETATION REQUIREMENTS An adequate layer of good quality topsoil capable of supporting revegetation shall be placed over the entire disturbed area of the OWTS installation. A mixture of native grass seed that has good soil stabilizing characteristics (but without taproots), provides a maximum transpiration rate, and competes well with successional species. No trees or shrubs, or any vegetation requiring regular irrigation shall be placed over the STA. Until vegetation is reestablished, erosion and sediment control measures shall be implemented Page 8 and maintained on site. The owner of the OWTS shall be responsible for maintaining proper vegetation cover. OPERATION INFORMATION AND MAINTENANCE The property owner shall be responsible for the operation and maintenance of each OWTS servicing the property. The property owner is responsible for maintaining service contracts for manufactured units, alternating STAs, and any other components needing maintenance. Geo-fabrics or plastics should not be used over the STA. No heavy equipment, machinery, or materials should be placed on the backfilled STA. Machines with tracks (not wheels) should be used during construction of the STA for better weight distribution. Livestock should not graze on the STA. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWTS. For example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a STA. If an effluent filter or screen has been installed in the OWTS, we recommend this filter or screen be cleaned annually, or as needed. If the OWTS consists of a pressurized pump system, we recommend the laterals be flushed annually, or as needed. The homeowner should pump the septic tank every two years, or as needed gauged by measurement of solids in the tank. Garbage disposal use should be minimized, and non-biodegradable materials should not be placed into the OWTS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWTS. No hazardous wastes should be directed into the OWTS. Mechanical room drains should not discharge into the OWTS. The OWTS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, weep holes must be installed to allow pump lines to drain to minimize risk of freezing. The pump shall have an audible and visual alarm notification in the event of excessively high- water conditions and shall be connected to a control breaker separate from the high-water alarm breaker and from any other control system circuits. The pump system shall have a switch so the pump can be manually operated. Excavation equipment must not drive in the excavation of the STA due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. Backfill over the STA must be uniform and granular with no material greater than minus 3-inch. LIMITS: The design is based on information submitted. If soil conditions encountered are different from conditions described in report, CBO Inc. should be notified. All OWTS construction must be according to the county regulations. Requirements not specified in this report must follow applicable county regulations. The contractor should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Licensing of Systems Contractors may be required by county regulation. Page 9 Please call with questions. Sincerely, CBO Inc. Carla Ostberg, MPH, REHS 2,257 376.2 Map Viewer This product is for informational purposes and may not have been prepared for, or be suitable for legal, engineering, or surveying purposes. 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X 12 1 CM I I O~O & LI ! : CO LOl l l & OO 11 1 6 2 3 " •Tr• ~ t ~ 1 .. ,.. .. ,. , ,1 • ,. . . i . m ' . . ,- ,, .. , TOWNSHIP 7 SOUlli, RANGE ll7 WEST OF THE SIXTH PRINCIPAL MERIDIAN 20 NORTHWEST 0UARTER OF THE cu-. rn::.=:;;:STi"'ni'ia;;;~=~~ SEcflON : A SQUARE ACRE L..,,._ INuvTHEu, nnc QUARTER (NW¼ SW¼), LESS THE CORNE ' ·' "-NORTHEAST CORNER OF SAID NW¼SW¼ TOGETHER WITH: ALL THAT PART OF LOT 3 IN SECTION 20, 'TOWNIHIP 7 SOUTI-1, RANGE 117 WEST OF THE SIXTH PRINCIPAL MERIDIAN LYING 90UTHERl.Y OF THE SOUTHERLY RIGHT OF WAY LINE OF A COUNTY ROAD AS IS PAE8eNn.Y CONSTRUCTED THROUGH SAID LOT3 EXCEPTING THEREFROM: A TRACT OF LAND SITUATED IN THE NW¼ SW¼.OF SECTION 20, TOWNSHIP 7 SOUTH, RANGE 117 WEST OF THE SIXTH PAINCIPAL MERIDIAN, SAID TRACT OF LAND BEING DESCRIBED AS FOLLOWS: BEGINNING AT A POINT WHENCE AN IAON POST. WITH A BRASS CAP, FOUND IN PLACE AND PROPERLY MARKED FOR THE WITNESS CORNER TO THE CORNER COMMON TO SECTIONS 19, 20, 29 & 30 IEAAS: S 11 DEGREES 30' 04' W 1964.05 FEET; THENCE S 82 DEGREES 05' 40" E •• OI FEET; THENCE S 15 DEGREES 41' 38' E 390.78 FEET; THENCE N 89 DEGAEEI 311' 111" W 1175.24 FEET; THENCE N 06 DEGR£ES 51' 02' E 437.05 FEET TO THE POINT OF BEGINNING. ALSO EXCEPTING THEREFROM: ALL THAT PART OF THE NW¼ SW¼ OF SECTION 20, TOWNSHIP 7 SOUTH, RANGE 87 WEST OF THE SIXTH PRINCIPAL MENJIAN, LYING SOUTHERLY OF THE LINE RUNNING FROM THE WESTERLY LINE OF SM> NW¼ SW¼, TO THE EASTERLY LINE OF SAID NW¼ SW¼, SAID LINES BEING DE8CA1BED AS FOLLOWS: BEGINNING AT A POINT ON THE WESTM.Y LINE OF SAID NW¼ SW¼ WHENCE AN IRON POST WITH A BRASS CAP, FOUND IN PLACE AND PROPERLY MARKED FOR THE WITNESS CORNER TO THE SOUTHWEST CORNER OF SAID SECTION 20 BEARS: S 00 DEGREES 02' 01' E 1917.10 FEET; lHENCE ALONG SAID LINES 53 DEGREES 54' 02" E 149.58 FEET; THENCE N III DEGIIE£S 30' 38" E 202.78 FEET; THENCE S 18 DEGREES 16' 37' W 47.23 FEET; THe«:e N 117 DEGREES 40' 02" E 31.89 FEET; THENCE S 89 DEGREES 35' 19" E 1175.24 FEET; THENCE N 89 DEGREES 43' 09" E 301.70 FEET, MORE OR LESS, TO A POINT ON THE EASTERLY LINE OF SAID NW¼ swv •. AND EXCEPTING THEREFROM: THAT PARCEL OF LAND DESCRIBED IN INSTI:lUMENT RECORDED MARCH 22, 1988 IN BOOK 730 AT PAGE 893 TOGETHER WITH: A TRAc;r OF LAND SITUATED IN LOT 7 AND THE NE¼ SE¼ OF SECTION 19, TOWNSHIP 7 SOUTH RANGE 117 WEST OF THE SIXTH PRINCIPAL MERIDIAN, LYING SOUTHERLY OF THE SOUTHERLY AIQHT OF WAY LINE OF A COUNTY ROAD AS CONSTRUCTED AND IN PLACE, AND WESlBI. Y OF THE EASTERLY LINE OF SAID SECTION 19, SAID TRACT OF LAND BEING DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EAS"ml..Y LINEC>F SECTlON 18, WHENCE AN IRON POST WITH A BRASS CAP, FOUND IN fllACE AND PROf'ERl. Y MARl<ED FOR THE WITNESS CORNER TO THE C()fll@ COMMON TO SECTIONS 19, 20, 29, ANO 30 BEARS: S 00 DEGREES 03' 311" E a,t.111 FEET; THENCE N 78 DEGREES 29' 13" W 378.n FEET; THENCE N 02 DEGIE!l 41' _. E IN.20 FEET TO A POINT ON THE SOUTHERL y RIGHT OF WAY LINE OF MID COUNTY ROAD; THENCE S 118 DEGREES !50' 52" E 333.78 FEET ALONG THE IOUTHEff..Y l'IGHT OF WAY LINE OF SAID COUNTY ROAD TO A POINT ON THE !M'T1!fl. Y LINE OF SAID SECTION 18; THENCE S 00 DEGREES 09' 00" E 722.91 FEET ALONG THE EASTERLY LINE OF SAID SECTION 19 TO THE POINT OF BEGINNING. COUNTY OF GARFIELD STATE OF COLORADO -~~t02. -~.----·:~~~ ~15ffir~------ LINES IN SPACE SYDNEY LINCICOME (L.S.14/1I) BOX 121 CAl'lBONDALE COLORADO 111623 303· %3·3852 0/ITf; 7 Ac@ ·tqg$--I !.Ct.LF: I"• 4Cl0' ' .. . :-~ , - ·- · ~. - . ·- - - -- · - . -- • - . ··· - .. . -~ - - ·· ··- -- __ ,. -· .. .. ~-··- - ·· ·- " ~---•·- - . . •· . ~:-~ · IM P R O V E M E NT ·LO C A T I O N -·CE R T I F I C A T E he r e b y c e r t i f y t h a t th i s Hn p r o v e m e n t Lo c a t l o r ( Ce r t l f l c a t e wa s pr e p a r e d fo r f f r e y P l a t t . 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' 11 fu r t h e r c e r t i f y th a t th e l1 1 1 P r o v e l i l n t s t:ot , t tr t e }ab o v e •:de s c r l b e d pa r c e l on .th l s da t e , 1 A u g u s t 1 9 9 6 , ex c e p t u t i l i t y co n n e c t i o n s ; · ·ar e en t i r e l y wt t h l n th e bo u n d a r i e s .Ci f th e pa r c e l , ex c e p t as sh o w n , th a t th e r e ·-.ar e ,no en c r o a c t a e o t s up o n th e de s c r i b e d pr a n l s e by II I I P Y ' O Y 4 I I I I I I I O l • s on an y 1d j o t n l n g · pr e i l l s e s , .• .ex c e p t · as In d i c a t e d , an d th a t t h e 1 l t, s no a t ev ~ ,. o r si g n of an y e a s ~ n t cr o s s i n g o r bu r d e n i n g an y p a r t o f S1 1 4 _pa r c e l ex _+ ,, , . . . , : 111 1 ,, ~ · •·• . · · ,,. - = ~ ,,. j II ' ~ " · • · • • "I " . . ~ ~ - ~- • • : . ! - \- 1 ! . . . . . ;a : : ; . , , . ~ ~ · 1~ R ~ ~ ~ n r ~ - - - ~ ~ •I 1 1 y • • : - . 14 1 1 1 m : ~ : :o • < . f > -- ~ = = - ,_ - - · · ; t , - \ ~- - : . . • . • iS , - .. . , . . ' s ~ ~ - . ' .. . . : .t 9 : 'c f n • • _J I _ ~- . . . . . 8 ~/. "' l ' q ; , • • .. · · ~ I: : , , A ~ ,. . . , . , 111 1'. "A L l ~, . :. . , , , . , . . 1,, , , , , , , , 1 1 1 , " ' " .. . . . ' t . ( '! Garfield Coun ty, Colo rado Prin ted: 2/11 /2 020 at 1 2:3 4:4 8 PM Disc laimerThis is a co mp ilatio n o f reco rds as th ey ap p ear in th e G arfield Co un ty Office s aff ecting th e area sh own . This d rawin g isto b e u sed o nly f or refe re nc e p urp ose s an d the Co un ty is n ot resp on sible for any in acc uracies he rein co n taine d. Garfie ld C o unty Land Explorer Co pyright Gar fie ld Cou nty, Colo rado | A ll Rights Reser ved© Gar f ield Count y Land Explor er ¬1 inch = 37 6 feet 1 inch = 0.07 m ile s 0 0.1 0.20.05 Miles Gar fie ld Cou nty Colorad oGarfield County Coloradowww.gar field-county.com Gar field C oun ty Pr inted by Web User 12/30/19, 12)01 PMqPublic.net - Garfield County, CO - Property Record Card: R111414 Page 1 of 3https://qpublic.schneidercorp.com/Application.aspx?AppID=1038&L…=22381&PageTypeID=4&PageID=9447&Q=1140402590&KeyValue=R111414# Garfield County, CO View Map CHILDS, ZISKA 284 COUNTY ROAD 102 CARBONDALE CO 81623 Building #1 Units 1 Building Type SFR Abstract Codes / (Property Type)IMPROVEMENT NOT INTEGRAL TO AG OPERATION-1277 (RESIDENTIAL PROPERTY) Architectural Style 1-STRY/BSM Stories 1 Frame WOOD FRAME Actual Year Built 1972 Basement Area 920 Finish Basement Area 920 Gross Living Area 1,200 Total Heated SqFt 2,120 Bedrooms 3 Baths 2 Heating Fuel ELECTRIC Heating Type ELEC BS BD Air Conditioning NONE Roof Type GABLE Roof Cover PREFAB MET Assessed Year 2019 2018 2017 Land Actual $171,870.00 $171,780.00 $171,780.00 Improvement Actual $280,480.00 $261,030.00 $261,030.00 Total Actual $452,350.00 $432,810.00 $432,810.00 Summary Account R111414 Parcel 239120300132 Property Address 284 102 COUNTY RD, CARBONDALE, CO 81623 Legal Description Section: 20 Township: 7 Range: 87 NWSW EXCEPT A 1 AC SQUARE COR LYING IN THE NE COR OF NWSW. EXCEPT A TR IN THE NWSW CONT 8.4 AC. SEC 19: A TR IN LOT 7 & NESE CONT 5.47 AC. ALSO A TR CONT .31 AC AS DESC IN BNDY LINE ADJ BK 1510 PGS 319,322. 36.38 ACRES Acres 36.38 Land SqFt 0 Tax Area 11 Mill Levy 76.209 Subdivision Owner Land Unit Type LAND NOT INTEGRAL TO AG OPERATION - 1177 (RESIDENTIAL PROPERTY) Square Feet 0 Unit Type GRAZING LAND-AGRICULTURAL - 4147 (AGRICULTURAL PROPERTY) Square Feet 0 Buildings Actual Values 12/30/19, 12)01 PMqPublic.net - Garfield County, CO - Property Record Card: R111414 Page 2 of 3https://qpublic.schneidercorp.com/Application.aspx?AppID=1038&L…=22381&PageTypeID=4&PageID=9447&Q=1140402590&KeyValue=R111414# Assessed Year 2019 2018 2017 Land Assessed $12,700.00 $12,760.00 $12,760.00 Improvement Assessed $20,050.00 $18,790.00 $18,790.00 Total Assessed $32,750.00 $31,550.00 $31,550.00 Tax Year 2019 2018 2017 2016 2015 Taxes Billed $2,495.84 $2,386.04 $2,280.76 $4,145.52 $4,206.20 Click here to view the tax information for this parcel on the Garfield County Treasurer's website. Sale Date Deed Type Reception Number Book - Page Sale Price Grantor Grantee 3/13/2019 AGREEMENT 918107 8/13/2010 Personal Reps. Deed Corrected 789978 1/22/2010 PERSONAL REP DEED 781433 7/21/2008 LETTERS 781434 6/28/2008 DEATH CERTIFICATE 767916 8/23/2003 BOUNDARY LINE ADJUSTMENT 634917 1510-322 8/23/2003 QUIT CLAIM DEED 634916 1510-319 8/4/2000 QUIT CLAIM DEED 633757 1503-785 12/15/1999 QUIT CLAIM DEED 557181 1166-351 9/30/1996 WARRANTY DEED 499601 0996-0155 10/27/1970 WARRANTY DEED 247894 0414-0301 10/27/1970 WARRANTY DEED 247893 0414-0299 9/17/1969 WARRANTY DEED 244417 0404-0520 Assessed Values Tax History Transfers Photos Sketches 12/30/19, 12)01 PMqPublic.net - Garfield County, CO - Property Record Card: R111414 Page 3 of 3https://qpublic.schneidercorp.com/Application.aspx?AppID=1038&L…=22381&PageTypeID=4&PageID=9447&Q=1140402590&KeyValue=R111414# Version 2.3.31 The Garfield County Assessor's Office makes every effort to produce the most accurate information possible. 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