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Home My WebLink About681 Amherst Rd - 211120407017Work Classification:New CO Address Owner Information Permit Status:Active Project Address 211120407017 Permit Type:OWTS Permit Permit NO.OWTS-8-14-11260 Expires: 12/23/2014Issue Date:8/25/2014 Parcel No. 681 AMHERST RD Private Wastewater System Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970)328-8755 Fax: (970)328-8788 Phone: (970)904-1302 Cell: Inspection For Inspections call:(970) 328-8755 Inspections: IVR PhoneEngineer(s) 970-945-7988HP GEOTECH Contractor(s)Phone Primary ContractorLicense Number SPIEGEL CONSTRUCTION (970)524-1212 Yes13-14 TOM SOLAWETZ Permitted Construction / Details: Installation of the OWTS as designed by HP Geotech dated August 19, 2014 and revised August 22, 2014 stamped and signed on August 25, 2014. System is designed to accommodate a four bedroom home and consists of a 1,500 gallon two compartment Roth septic tank with effluent filter on the outlet tee. Access to the each compartment of the tank must be brought to finished grade. Providing access to the tank for servicing is the responsibility of the property owner. Soil treatment area consists of 1,000 square feet of absorption area credit with allowable reductions in sizing for using chambers in trenches (700 sq.ft.) via the installation of 64 Infiltrator Quick 4 chambers in 4 serially-connected, shallow trenches with 16 chambers in each row. Inspection portals are required to be installed in the first and last chamber of each row. Maximum depth of trenches are limited to 2.5' due to the presence of weathered bedrock. The design engineer must be notified should bedrock appear at a shallower depth during installation. The use of concrete sand is recommended to level out trench bottoms, if necessary. Do not install in wet weather and be sure to contact the design engineer for final certification of proper installation and to prepare as-built drawings. The final certification letter, as-built drawings and photos are required to be submitted to Eagle County Environmental Health prior to occupancy of the dwelling and use of the system. Issued by: Environmental Health Department, Eagle County, CO August 25, 2014 Date Customer Copy Ray Merry CONDITIONS: 1. THIS PERMIT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT 2. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN C.R.S. 25-10-101, et seq., AS AMENDED 3. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT 4. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED Work Classification:New CO Address Owner Information Permit Status:Active Project Address 211120407017 Permit Type:OWTS Permit Permit NO.OWTS-8-14-11260 Expires: 12/23/2014Issue Date:8/25/2014 Parcel No. 681 AMHERST RD Private Wastewater System Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970)328-8755 Fax: (970)328-8788 Phone: (970)904-1302 Cell: Inspection For Inspections call:(970) 328-8755 Inspections: IVR PhoneEngineer(s) 970-945-7988HP GEOTECH Contractor(s)Phone Primary ContractorLicense Number SPIEGEL CONSTRUCTION (970)524-1212 Yes13-14 TOM SOLAWETZ Permitted Construction / Details: Installation of the OWTS as designed by HP Geotech dated August 19, 2014 and revised August 22, 2014 stamped and signed on August 25, 2014. System is designed to accommodate a four bedroom home and consists of a 1,500 gallon two compartment Roth septic tank with effluent filter on the outlet tee. Access to the each compartment of the tank must be brought to finished grade. Providing access to the tank for servicing is the responsibility of the property owner. Soil treatment area consists of 1,000 square feet of absorption area credit with allowable reductions in sizing for using chambers in trenches (700 sq.ft.) via the installation of 64 Infiltrator Quick 4 chambers in 4 serially-connected, shallow trenches with 16 chambers in each row. Inspection portals are required to be installed in the first and last chamber of each row. Maximum depth of trenches are limited to 2.5' due to the presence of weathered bedrock. The design engineer must be notified should bedrock appear at a shallower depth during installation. The use of concrete sand is recommended to level out trench bottoms, if necessary. Do not install in wet weather and be sure to contact the design engineer for final certification of proper installation and to prepare as-built drawings. The final certification letter, as-built drawings and photos are required to be submitted to Eagle County Environmental Health prior to occupancy of the dwelling and use of the system. Office Copy August 25, 2014 Issued by: Environmental Health Department, Eagle County, CO Date Ray Merry CONDITIONS: 1. THIS PERMIT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT 2. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN C.R.S. 25-10-101, et seq., AS AMENDED 3. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT 4. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE:800-225-6136 www.eaglecountv.us EAGLE COUNTY P.O. Box 179 500 Broadway Eagle, CO 81631 www.eaglecounty.us PERMIT APPLICATION FOR ONSITE WASTEWATER TREATMENT SYSTEM OWTS PERMIT # O BUILDING PERMIT # VA COY P - Oc-c>3 L INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED) FEE SCHEDULE APPLICATION FEE $800.00 MAJOR REPAIR FEE $800.00 MINOR REPAIR FEE 400.00 This fee includes the OWTS Permit, Site Evaluation Percolation Test or Soil Profile Observation) and Final Inspection. Additional fees may be charged if a re -inspection is necessary, or a pre -construction site visit or consultation is needed. The re -inspection fee is $135.00 Make all remittance payable to: Eagle County Treasurer. Property Owner: M v— Ir- S a ray L(:� t� l Phone: 01 70 90 l 30,2 Mailing Address: PC F)oX `_5 5_ 6-yDer.. L" ) email C 37 Registered Professional Engineer: Phone: Applicant or Contact Person: M u,-Sq l a u kAZ Phone: 9 7y 10 Y 1 Licensed Systems Contractor: .,a License # n - �' 1 ✓ y --�-- 0 Company I DBA: Phone:Ca_-- Mailing Address: D C-email �. o 0 il cL t c � c 0 G-Q_ Q� Permit Application is for: __Y__ New Installation Alteration Repair Location of Proposed O site W tewater Treatment S stem: , Legal Description- a is i S r- L� a• �n �, 2 ci V�e_ 6, b �t u t 5 c dk-', LA S S Tax Parcel Number: _aflll� o q D )D 17 Lot Size: IL-1$ Assessor's Link: www.eaglecounty.uslpatie/ Physical Address: W6 Lr -C Building Type: Residential / Single Family Number of Bedrooms: Residential / Multi Family Number of Bedrooms: Commercial 1 Industrial* Type of Use: *These systems require design my a Registered Professional Engineer Type of Water Supply: Private Well Spring Surface )� Public If Public Name of Supplier: a� LJ1 Q -1 -----------� Applicant Signature: Office Use Only 00- L__� p Amount Paid: Receipt #: 91Q� ga�_�heck #: lr Date: �1 THOMAS J. SOLAWETZ ® 1579 PH.970-524-9707 92-34011021 PO BOX 55 GYPSUM, CO 81637 / r DATE PAYTOTHE P.O. Box 179 ORDEROF } ZG1 .A 500 Broadway i Eagle, CO 81631 V.www.eaglecounty.us Alpine Bank 0"$ R. Ch*mbG Ar.. • P.O. eou 79 . , • EE M, co 919f2 (9V -329.1l99 • Alpin9lMoum (970) 9" 4 = FOR iyP NT SYSTEM zi- C>c '.l BE INCLUDED) NL+tr, Jl n11llULC. APPLICATION FEE $800.00 MAJOR REPAIR FEE $800.00 MINOR REPAIR FEE 400.00 This fee includes the OWTS Permit, ite EValaa ' Percolation Test or Soil Pro51e Observation) and Final Inspection. Additional fees may be charged if a re -inspection is necessary, or a pre -construction site visit or consultation is needed. The re -inspection fee is $135.00 Make all remittance payable to: Eagle County Treasurer. Property Owner: M vv, i- ':� a s^ r c L, ':� -, I A t,. _'t_ Phone:f % L) g O Y ! 3 O Mailing Address: -PQ Ez)o% S75- email 6-t;- r �37 Registered Professional Engineer: Phone: Applicant or Contact Person: n 1-iiA -- Phone: 170 10 V 1302 Licensed Systems Contractor: `� License # Company / DBA: a t �co.._ Phone: `� 70 Y q d Mailing Address: - 0 o 6 a l,. el 0 email A Ll Ln 6-%4.�c�sz v �e� • � �T Permit Application is for: _y__ New Installation Alteration Repair Location of Proposed O site W tewater Treatment S stem: , Legal Description: _ r_ V� hl e fa'e-u. su koJL LA I Tax Parcel Number: A l j/,�0 yo 70 j 7 Lot Size: Assessor's Link: www.eaelecounty.us/natiel Physical Address: b LAC Building Type: Residential / Single Family Number of Bedrooms: Residential / Multi Family Number of Bedrooms: Commercial / Industrial* Type of Use: *These systems require design my a Registered Professional Engineer Type of Water Supply: Private Well Spring Surface T Public If Public Name of Supplier: , :![—n L0 V_ Applicant Signature: Office Use Only 00 L-f Amount Paid: kOD Receipt #: 5 heck #: Date: / DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE: 800-225-6136 www.eaglecounty.us RAYMOND P. MERRY, REH Director December 12, 2014 Tom Solawetz PO Box 55 Gypsum, CO 81637 RE:Final approval of septic permit OWTS-8-14-11260;Tax parcel #211120407017; Property location: 681 Amherst Road, Gypsum area Tom: This letter is to inform you that the above-referenced septic permit has been inspected and finalized.This permit was approved and sized for a 4 bedroom dwelling.Additional information about the maintenance your septic system needs as well as information about private wells can be accessed through web site links provided on the Environmental Health Department’s home page at http://www.eaglecounty.us/envHealth/ Be aware that changes in the use of your property or alterations of your building may require commensurate changes to,or relocation of,your septic system.Landscape features, trees with tap roots,irrigation systems and parking areas above the drain field can cause premature system failure.It is equally important that you notice and immediately repair dripping faucets and hissing toilets as this will certainly cause the system to fail.By following a few simple guidelines,like avoiding grease or other additives down the drain and making sure your septic tank is on a pumping schedule,your system has been designed to last for many years. If you have any questions regarding this information,please contact us at (970)328-8755 and reference the OWTS septic permit number. Sincerely, Terri Vroman Administrative Technician IV cc:OWTS permit folder 12/12/2014 Eagle County Government Mail - RE: OWTS Permit 8-14-11260 } l Ray Merry <ray.merry@eaglecounty.us> EAGLE CO'I I RE: OWTS Permit 8-14-11260 Jason Deem <jdeem@hpgeotech.com> Fri, Dec 12, 2014 at 9:06 AM To: Ray Merry <ray.merry@eaglecounty.us>, Tom Solawetz <tom@beckbuilds.com> Cc: #environment <environment@eaglecounty.us>, "Spiegel Construction, Inc." <dirthog3@gmail.com> Ray — I measured 29' min. from the swale. Thanks, JD Gg�Tth Jason A. Deem — Project Geologist jdeem@hpgeotech.com 240 Annie Road Office: 970-468-1989 Ext. 304 P.O. Drawer 1887 Mobile: 970-485-4248 Silverthorne, CO 80498 Fax: 970-468-5891 www.hpgeotech.com APlease consider- the environment before printing rr2y email From: Ray Merry[maiIto: ray. merry@eaglecounty.us] Sent: Friday, December 12, 2014 8:45 AM To: Tom Solawetz Cc: #environment; Jason Deem; Spiegel Construction, Inc. Subject: Re: OWTS Permit 8-14-11260 Chris, If you could also comment that you were able to maintain the 25' setback from the drainage swale, that should do it. hftps:Hm ai I.google.com/mai I/ca/?ui=2&ik=1141485fcl &view=pt&search=i nbox&msg=14a3f4O3Offa9530&si m 1=14a3f4O3Dffa9530 1/3 12/12/2014 Thanks. Eagle County Government Mail - RE: OWTS Permit 8-14-11260 On Fri, Dec 12, 2014 at 8:41 AM, Ray Merry <ray. merry@eaglecounty. us> wrote: Tom, We didn't get this information from HP so thanks for sending. The photo log is not attached so if you have that, please send it along. We will tell Chris Gunion with the Town of Gypsum that your OWTS is ready to use, thus clearing occupancy when you're ready to call in their TCO inspection. Chris Spiegel, please confirm by "replying all" to this email that the trenches were installed no greater than 2.5' and remark as to whether any sand was necessary under the trenches. Thanks. On Fri, Dec 12, 2014 at 6:55 AM, Tom Solawetz <tom@beckbuilds.com> wrote: Ray, Attached are as -built docs for my OWTS which I assume you have already received from HP. Is there anything else I need to do? Do you send along to Town of Gypsum? Thanks Tom rraTOM SOLAWETZ C.4 a V 9 OL it e Senior project Manager Principal B EC I Nil . u 1,:; A t.EC;ACY OF 111US1 FOR OVIII 4G YEkRS Fbst cAlice 113ax 1030 Vail Colorado 216b8 rel 9 io q49 i Emu x 1:3U {ell Diu quo 1:3U2 4 r tcMnP�beckbuilih.curn it C0 PA V 6A Plc€sc cc,is dcr the nv ronmant before printing this omail Raymond P. Merry, REHS Director of Environmental Health PO Box 179 Eagle, CO 81631 970.328.8757 hftps://mail.google.com/mail/ca/?ui=2&ik= I 141485fcl &view= pt&search= i nbox&msg=14a3f4030ffa9530&si m l=14a3f4030ffa9530 22 12/12/2014 Eagle County Government Mail - RE: OWTS Permit 8-14-11260 ray. merry@eaglecounty. us AThanks for not printing electronic media Raymond P. Merry, REHS Director of Environmental Health PO Box 179 Eagle, CO 81631 970.328.8757 ray. merry@eaglecounty. us AThanks for not printing electronic media hftps:Hmail.google.com/mail/ca/?ui=2&ik=l 141485fc1 &view= pt&search= i nbox&msg=14a3f4030ffa9530&si m l=14a3f4030ffa9530 3/3 12/12/2014 Eagle County Government Mail - Re: OWTS Permit 8-14-11260 } l Ray Merry <ray.merry@eaglecounty.us> EAGLE COI I Oq Re: OWTS Permit 8-14-11260 Chris Spiegel <dirthog3@gmail.com> Fri, Dec 12, 2014 at 10:43 AM To: Ray Merry <ray.merry@eaglecounty.us> Cc: Tom Solawetz <tom@beckbuiIds. com>, #environment <environment@eaglecounty.us>, Jason Deem <jdeem @hpgeotech. com> We were only two half feet deep and we did not use sand Spiegel Construction Chris Spiegel P.O. Box 1320 Eagle, CO 81631 970-904-0694 cell 970-524-1212 home office 970-524-1213 fax Sent from my iPhone On Dec 12, 2014, at 8:41 AM, Ray Merry <ray.merry@eaglecounty.us> wrote: Tom, We didn't get this information from HP so thanks for sending. The photo log is not attached so if you have that, please send it along. We will tell Chris Gunion with the Town of Gypsum that your OWTS is ready to use, thus clearing occupancy when you're ready to call in their TCO inspection. Chris Spiegel, please confirm by "replying all" to this email that the trenches were installed no greater than 2.5' and remark as to whether any sand was necessary under the trenches. Thanks. On Fri, Dec 12, 2014 at 6:55 AM, Tom Solawetz <tom@beckbuilds.com> wrote: Ray, Attached are as -built docs for my OWTS which I assume you have already received from HP. Is there anything else I need to do? Do you send along to Town of Gypsum? Thanks Tom <image001.gif> Raymond P. Merry, REHS Director of Environmental Health hftps:Hm ai I.google.com/mai I/ca/?ui=2&ik=1141485fcl &view=pt&search=i nbox&msg=14a3f99940feee0c&si m 1=14a3f99940feee0c 1/2 12/12/2014 Eagle County Government Mail - Re: OWTS Permit 8-14-11260 PO Box 179 Eagle, CO 81631 970.328.8757 ray. merry@eaglecounty. us AThanks for not printing electronic media hftps:Hm ai I.google.com/mai I/ca/?ui=2&ik=1141485fcl &view=pt&search=i nbox&msg=14a3f99940feee0c&si m 1=14a3f99940feee0c 2/2 'of *t h HEPWORTH-PAWLAK GEOTECHNICAL Hep wah-Pau-lak Georechm,:ol, Inc. 5020 County Road 154 Glemrood Sprin_s, Col�.ma,]o AN'01 Phcaie: 970 945-7988 Fas: 970 �)45-8454 email: hp,eo:='lip"cut,ch.ct,m ONSITE WASTEWATER TREATMENT SYSTEM DESIGN PROPOSED RESIDENCE LOT 15, HARDSCRABBLE RANCH 681 AMHERST ROAD GYPSUM, COLORADO JOB NO.114 263A AUGUST 19 REVISED AUGUST 22, 2014 PREPARED FOR: TOM SOLAWETZ 681 AMHERST ROAD GYPSUM, COLORADO 81637 (tom a mbeckbuilds.com) Parker 303-841-7119 0 Colorado Springs 719-633-5562 0 Silverthorne 970-468-1989 TABLE OF CONTENTS INTRODUCTION AND OVERVIEW.........................................................................- 1 - PROPOSED CONSTRUCTION...................................................................................- 1 - SITECONDITIONS....................................................................................................- 1 - SURFACEWATER.................................................................................................- 1 - WELLS.....................................................................................................................- 2- SUBSURFACE INVESTIGATION.............................................................................- 2- PERCOLATIONTESTING..........................................................................................- 3 - OWTSANALYSES.....................................................................................................- 3- DESIGN RECOMMENDATIONS...............................................................................- 3- SOILTREATMENT AREA.....................................................................................- 4 - OWTSCOMPONENTS...........................................................................................- 4- Septicand Dose Tank...........................................................................................: 5- SewerPipe............................................................................................................- 5- Effluent Transport Piping....................................................................................... 6 - OWTS OPERATION AND MAINTENANCE............................................................- 7 - OWTS HOUSEHOLD OPERATION.......................................................................- 7 - OWTSMAINTENANCE.........................................................................................- 8 - OWTS CONSTRUCTION OBSERVATION............................................................... 8- LIMITATIONS...........................................................................................................: 8 - FIGURES FIGURE 1 — OWTS SITE PLAN FIGURE 2 — PERCOLATION TEST RESULTS FIGURE 3 — SOIL TREATMENT AREA CALCULATIONS FIGURE 4 — SOIL TREATMENT AREA PLAN VIEW FIGURE 5 — SOIL TREATMENT AREA CROSS SECTION ATTACHMENTS ROTH MULTI -TANK PRODUCT BROCHURE Job No. 114 263A 'Ptech INTRODUCTION AND OVERVIEW This report provides the results of an onsite wastewater treatment system (OWTS) design for the proposed residence to be located on Lot 15, Hardscrabble Ranch, 681 Amherst Road, Gypsum, Colorado. The purpose of this report was to explore the subsurface conditions at the site and provide design details for an OWTS in accordance with the 2014 Eagle County Onsite Wastewater Treatment System Regulations and the Colorado Department of Public Health and Environment's Regulation #43. The services were performed as part of our agreement for professional services to Tom Solawetz dated July 2, 2014. PROPOSED CONSTRUCTION The residence will be a single family structure located on the lot as shown on Figure 1. The residence will have four bedrooms. The septic disposal field is planned to the northwest of the residence. SITE CONDITIONS The subject lot is approximately 2.2 acres in size and was vacant at the time of our field exploration. The terrain is moderately steeply sloping down to the west at grades from about 10 to 12%. Vegetation consists primarily of sagebrush and grasses. The site is bordered by vacant residential lots to the south and west and developed residential lots to the north and east. SURFACE WATER A drainage swale was located near the western property boundary downhill of the proposed soil treatment area. A 25 feet minimum setback is required from the swale to the soil treatment area. There are no other surface water features in the immediate area. Job No. 114 263A tech -2- WELLS No wells were observed in the near vicinity of the proposed OWTS. The site is served by a public water supply system and no well is proposed for the site. SUBSURFACE INVESTIGATION The field exploration for the project was conducted on July 10, 2014. Two Profile Pits (Profile Pits 1 and 2) and three percolation test holes (P-1, P-2 and P-3) were excavated at the approximate locations shown on Figure 1 to evaluate the subsurface conditions. The pits were excavated with a rubber -tire backhoe and logged by a representative of Hepworth-Pawlak Geotechnical (H-P Geotech). Logs of the Profile Pits are provided below. The soils encountered consisted of approximately 8 inches of topsoil overlying Silt Loam with moderate prismatic structure to the depth explored of 8 feet in Profile Pit 1 and to about 6%2 feet depth in Profile Pit 2. Beneath the Silt Loam in Profile Pit 2, weathered siltstone/claystone was encountered to the depth explored of 8%2 feet. Based on the soil test pit evaluations, the infiltrative surface of the soil treatment area will be located in the Silt Loam, which has a Long -Term Acceptance Rate (LTAR) of 0.6 gallons per square foot per day. A gradation and hydrometer analysis on a disturbed bulk sample of the soils from near the infiltrative surface elevation confirmed the Silt Loam USDA classification. Log of Profile Pit 1 Job No. 114 263A G-Mtech -3- Log of Profile Pit 2 Dgptfi• ass le tion. - 0-8" TOPSOIL SILT LOAM: prismatic structure shape, moderate structure grade, loose to medium dense, slightly moist, brown. 6%'-8' WEATHERED CLAYSTONE/SILTSTONE: medium hard, moist, brown & gray -brown • Bottom ofpit @ 8 feet. • No free water was encountered during excavation. PERCOLATION TESTING Percolation tests were performed in the three test holes by a representative of H-P Geotech on July 10, 2014. The obtained percolation rates obtained ranged from about 10 to 12 minutes per inch. Percolation test procedures outlined in Regulation #43 were not utilized and the results were only used for comparison of the soil test pit evaluations. The results of the percolation testing are consistent with Silt Loam USDA soil type. OWTS ANALYSES Based on the site conditions, the subsoil conditions encountered and proposed construction, an absorption field consisting of Infiltrator chambers in trenches is suitable for the soil treatment area (STA) at the site. A Long -Term Acceptance Rate (LTAR) of 0.6 gallons per square foot per day will used for sizing of the soil treatment area in the Silt Loam soils. Gravity flow of the effluent from the residence into the septic tank and then gravity flow to the soil treatment area is feasible based on the terrain. A maximum cut depth of 2'12 feet for the trenches is required due to the shallow bedrock encountered at the site. DESIGN RECOMMENDATIONS The recommendations presented below are based on the site and subsurface conditions encountered and our experience in the area. If conditions encountered during Job No. 114 263A t-gtech construction are different than those that are described in this report please contact us and we will re-evaluate our recommendations. SOIL TREATMENT AREA • The soil treatment absorption area will be 724.5 square feet and will consist of four trenches with 16 Infiltrator Quick 4 Plus Standard chambers in each trench. • A 30% reduction was applied for use of chambers. Each chamber was given 11.32 square feet of treatment area per Eagle County guidelines. Soil treatment area calculations are presented on Figure 3. • A minimum of 12 inches and a maximum of 18 inches of cover soil should be placed over the Infiltrator chambers. • Concrete sand can be placed beneath the chambers as a leveling course if necessary. • Backfill should be graded to deflect surface water away from the absorption area. The backfill slope grades should be no steeper than 3 Horizontal to 1 Vertical. • Disturbed soil should be re -vegetated immediately with a native grass mix. No trees, shrubs or other plants with deep roots should be planted on or near the absorption area as this may damage piping. • Four inch diameter inspection ports should be installed at each corner of the absorption field (soil treatment area). The inspection ports should extent at least 8 inches above the finished ground surface or be protected in a valve box at finished grade. • A plan view of the absorption area is presented as Figure 4 and a cross section of the absorption area is presented as Figure 5. OWTS COMPONENTS Recommended OWTS components were based on our design details and our experience with the specific component manufacturers. Equivalent components may be used if desired; however, they must meet our minimum recommendations and should be verified by the design engineer prior to construction. Job No. 114 263A Gk�P'tech -5- Septic and Dose Tank • A 1,500 gallon, two chamber Roth septic tank is proposed for primary treatment of sewage from the residence. • An effluent filter should be installed in the outlet tee of the second chamber of the septic tank. • The tank must be set level. The excavation subgrade must be free of large rocks or other objects that could damage the tank during placement. Plastic tanks should be installer per the manufacturer's recommendations. • Install tanks with 2 feet minimum cover soil for frost protection. Maximum tank cover depth is 4 feet. • The septic tank lids must extend to finished grade. Sewer Pipe • The sewer line from the residence to the septic tank should not be less than the diameter of the building drain and not less than 4 inches in diameter. • The sewer pipe should have a rating of SDR35 or better. • Sewer pipe should be sloped at 2% minimum from the residence to the septic tank except for the last 10 feet, which should be sloped at 4% maximum (2% minimum) to help limit disturbance of solids in the tank. • A minimum 36 inches of cover soil should be provided over the sewer pipe. Paved areas, patios or other areas without vegetative cover maybe more susceptible to frost. We recommend 48 inches of soil cover over the sewer pipe in these areas and the pipe be insulated on top and sides with 2 inch thick blue foam insulation board. If adequate soil cover is not possible, we should be contacted for re-evaluation prior to installation. • The sewer pipe should be bedded in compacted '/ inch road base or native soils provided that the native soils contain no angular rocks or rocks larger than 2'/2 inches in diameter to help prevent settlement of the pipe. Sags could cause standing effluent to freeze and damage piping. • Install cleanout pipes within 5 feet of the building foundation, where the sewer pipe bends 90 degrees or more and every 100 feet of sewer pipe. Job No. 114 263A -,PStech Broil • All 90 degree bends should be installed using a 90 degree long -sweep or by using two 45 degree elbows. • The sewer line location shown on Figure 1 is considered conceptual. We assume that there will be only one sewer line exiting the residence. It is the responsibility of the owner to locate all sewer line exit locations and connections to the septic tank and advise us of their locations. Effluent Transport Piping • The 4 inch diameter SDR effluent transport piping should be sloped at 2% minimum to drain from septic tank outlet to the first trench. • The trenches will be connected in a serial distribution network. The serial connections should be sloped at 2% minimum to drain to the next trench. • The effluent transport pipe should be bedded in compacted'/< inch road base or native soils provided that the native soils contain no angular rocks or rocks larger than 2%z inches in diameter to help prevent settlement of the pipe. Sags could cause standing effluent to freeze and damage piping. • A minimum 36 inches of cover soil should be provided over the effluent transport pipe. Paved areas, patios or other areas without vegetative cover may be more susceptible to frost. We recommend 48 inches of soil cover over the sewer pipe in these areas. If adequate cover soil is not possible the effluent pipe should be insulated on top and sides with 2 inch thick foam insulation board and the design engineer should re-evaluate soil cover prior to installation. • The effluent pipe should be double encased with larger diameter Schedule 40 PVC pipe underneath driveway surfaces and be provided with at least 48 inches of soil cover and be insulated on top and sides with 2 inch thick foam insulation board. • All 90 degree bends should be installed using a 90 degree long -sweep or by using two 45 degree elbows. Job No. 114 263A G Mtech -7- OWTS OPERATION AND MAINTENANCE The OWTS will require periodic inspection and maintenance to function properly. A properly designed, installed and maintained system can greatly increase the lifespan of the system. The level of maintenance will vary with the complexity of the system and water use habits of the residents. We recommend that an OWTS Operation and Maintenance (O&M) Manual be developed for the system to ensure that it is properly maintained. Depending on the complexity of the system a contract with an OWTS maintenance provider may also be prudent. Below are some basic recommendations for the system O&M. OWTS HOUSEHOLD OPERATION • Use of high efficiency water fixtures is recommended to decrease the hydraulic load on the OWTS. • Fix plumbing leaks immediately as this may cause a hydraulic overload of the soil absorption system. • Do not irrigate the area on top of or directly upgradient of the soil absorption system as this may cause a hydraulic overload. • Do not dispose of household waste down the drains as this may clog or damage OWTS components. Examples of household waste that should not be disposed of in drains include: dental floss, cotton swabs, coffee grounds, paper towels, feminine products and many other kitchen and bath items. • Use of kitchen garbage disposals is not recommended for households served by an OWTS. If a garbage disposal is utilized, kitchen wastewater should be screened thoroughly. Many kitchen solids are not decomposed in the septic tank and may cause increased pumping frequency. • Do not dispose of household chemicals, greases, oils, paints, hot tub water or water softener backwash in household drains. A separate drywell, if feasible, may be necessary for hot tub water or water softener backwash disposal. • Limit the use of bleach as this may harm useful bacteria in the septic tank and soil absorption system. Job No. 114 263A G(Mech M • Liquid dishwasher and clothes washer detergent is recommended for households served by an OWTS. Clay substances used as fillers in powder detergents may result in clogging of the soils absorption system. • The water in septic tanks can freeze during extended periods of non-use. We recommend that second homeowners install a tank heater to help prevent freezing. OWTS MAINTENANCE • Inspect the septic tank, effluent filter and soil treatment area at least annually for problems or signs of failure. • The effluent filter should be cleaned at least annually by spray washing solids into the first chamber of the septic tank. • The septic tank should be pumped and cleaned every 3 to 5 years depending on use. Longer pumping intervals may increase the amount of solids that reach the soil absorption area, which may shorten its life span. • Pumping should take place when the level of the sludge and scum layers combined take up 25 to 33% of the capacity of the first chamber of the septic tank. OWTS CONSTRUCTION OBSERVATION The Eagle County Environmental Health Department requires that the designer provide an as -built certification of the OWTS construction. We should be provided with at least 48 hour notice prior to the installer needing inspection. Prior to issuance of our certification letter, we require observation of all system components prior to backfill. The number of site visits required will be dependent on the installer's construction schedule. LIMITATIONS We have conducted this study in accordance with generally accepted engineering principles and practices in this area at this time. We make no warranty either expressed or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from our site observations, the profile pits and percolation test Job No. 114 263A '-'Ptah M holes, subsurface conditions encountered, laboratory testing, the proposed type of construction and our experience in the area. Variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this report, we should be notified so that re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and field services during construction to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to the recommendations presented herein. It is our opinion that the designed location of the OWTS does not violate any setback requirements of the current Eagle County Regulations. Below is a table of common minimum horizontal setbacks to OWTS components. Refer to Regulation #43 for a complete list of required setbacks. We recommend the OWTS components be surveyed by a Professional Colorado Land Surveyor and verified by H-P Geotech prior to permitting. Table 1 - Common Minimum Horizontal Setbacks from OWTS r' t m onen s Water Lined Lake, Dry Wells Supply Occupied Ditch Irrigation Ditch Septic Line Dwelling or Ditch, or Tank Lake Stream Gulch Absorption Area 100, 25' 20' 20' 50' 25' S' Septic Tank 50' 10, S' 10, 50' 10' - Building S Sewer Sewe 50' 10, 0' 10, 50' 10, - Job No. 114 263A '''PteCh - lo- Please contact us for any necessary revisions or discussion after review of this report by Eagle County. If you have any questions, or if we may be of further assistance, please let us know. Sincerely, HEPWORTH-PAWLAK GEOTECHNICAL, INC. /'N' ,5(d Jason A. Deem Project Geologist Reviewed b— David A. Y JAD/ksw cc: Eagle County Environment (environme�county us) Job No. 114 263A G(5 Ptec-h .4 SC'npE£ F / L.OT 1O t II , t I MAINTAIN MIN. SETBACK PROPOSED ROTH PLASTIC 11500 � FROM SOIL TREATMENT AREA GALLON, TWO CHAMBER SEPTIC TO DRAINAGE SWALE TANK WITH AN EFFLUENT FILTER IN THE OUTLET TEE - r, P-3 PROFILE PIT mr.,N SEPTIC A - .. <,4 LANK Hrw cR _ PROPOSED SOIL �F r [x p'W5 ts`ax c ' CLEANOUT - �o IELn '=.^� TREATMENT AREA WITH 'FOUR TRENCHES WITH 16 INFILTRATOR QUICK i of a 4"t`fk1 FOUR l a _ A Fr BEDROOMs'-n STANDARD CHAMBERS IN RESIDENCES - °+Mr- EACH TRENCH I' ; I I n r } a G ko � m I`..�I ( ! r I St OPE➢F4V6WAy To.-. TN6 WftST OV-A LCNGTF! Ada 4� PR0P0.a EMENi FROPANEHItLITy PATk PRO ANC • ` TANK L ' COL\'G-RT APPROXIMATESCALE:SCALE: 1 INCH = 40 FEET Legend Profile Pit Percolation Test Hole I 114 263A I LOT 15, HARDSCRABBLE RANCH HEPWORTH-PAWLAK GEOTECH ICAL OWTS SITE PLAN FIGURE 1 Total Depth (in): 53 1/4 Hole Width (in): 8 Soil Type: Silt Loam Soil Percolation Rate = 12.2 Total Depth (in): 42 Hole Width (in): 8 Soil Type: Silt Loam Soil Percolation Rate = 10.0 Total Depth (in): 18 1/2 Hole Width (in): 8 Soil Type: Silt Loam Soil Percolation Rate = 10.0 AVERAGE DESIGN SOIL PERCOLATION RATE = 10.7 MPI (minutes per inch) Notes: 1. Average design soil percolation rate is average of each test hole shown. 2. Soil percolation rate is average of last three readings of each test shown. 3. Approximate test hole locations shown on Figure 1. 4. Last eight percolation test readings only shown. S. Test Date: 07-10-14 Test Hole P-1 Time Interval (min) Water Level Drop (in) Rate (MPI) 10 1 1/4 8.0 10 1 10.0 10 3/4 13.3 10 6.7 10 1 10.0 10 1 10.0 10 3/4 13.3 10 3/4 13:3 Test Hole P-2 Time Interval (min) Water Level Drop (in) Rate (MPI) 10 1 1/2 (,7 10 3/4 13.3 10 1 1/4 8.0 10 1 1/2 (.7 10 1 1/2 (>,7 10 1 10.0 10 1 10.0 10 1 10.0 st Hole P-3 r Level Drop (in) Rate (MPI) 1 3/4 5.7 MInterval 1 1/4 g,0 1 1/2 (,7 1 1/2 6.7 1 1/4 g.0 1 10.0 10 1 10.0 10 1 10.0 114 263A I cam.. &r'teCh LOT 15, HARDSCRABBLE RANCH HEPWORTH-PAWLAK GEOTECHNICAL PERCOLATION TEST RESULTS FIGURE 2 OWTS ABSORPTION AREA CALCULATIONS In accordance with the 2014 Eagle County OWTS Regulations the treatment area was calculated as follows: CALCULATION OF OMITS DESIGN FLOW Q = (F)(B)(N) WHERE: Q = DESIGN FLOW F = AVERAGE FLOW PER PERSON PER DAY B = NUMBER OF BEDROOMS - N = NUMBER OF PERSONS PER BEDROOM _ F B = 751GALLONS PER DAY N 41BEDR00MS 21PERSONS PER BEDROOM - 600 GALLONS PER DAY CALCULATION OF OMITS AB ORPTION AREA MINIUMUM ABSORPTION AREA AGGREGATE _ Q LTAR ; WHERE: Q =-.. 6001GALLONS PER DAY SILT LOAM LTAR = 0.6iGALLONS PER SQUARE FOOT PER DAY MINIMUM SOIL TREATMENT AREA = 1_000.0 SQUARE FEET _ SIZE ADJUSTMENT FOR CHAMBERS =_ p,j MINIMUM AREA AFTER REDUCTION = 700.0 ---.. NUMBER OF TRENCHES = 4 NUMBER OF CHAMBERS PER TRENCH = 16 SOIL TREATMENT AREA PER CHAMBER = -- 11.32 SQUARE FEET ACTUAL SOIL TREATMENT AREA = 724.5 !SQUARE FEET I LOT 15, HARDSCRABBLE RANCH 114 263A CeUtech HEPWORTH-PAWLAKGEOTECHNJCAL _ SOIL TREATMENT AREA CALCULATIONS FIGURE 3 4" do nUJ OL&IMUlU CfIG Caps. RT Notes: NOT TO SCALE t - Chambers should be installed level on a scarified ground surface. 2. All piping should have a rating of SDR35 or stonger. 3. Changes to this design should not be made without consultation and approval by HP Geotech. 114 263A Ge Ptech LOT 15, HARDSCRABBLE RANCH HEPWORTH-PAWLAK GEOTECHWAL ABSORPTION AREA PLAN VIEW FIGURE 4 APPROXIMATE SCALE: 1 INCH = 5 FEET Infiltrator Quick 4 Plus Standard End Cap Between Tmnches Native Sal Infiltrator Quick 4 Standard Chamber Installed Level Native Sul 12" min. 18" max. Cover Soil Graded to Deflect Surface Water Notes: 1. Chambers should be installed level on a scarified ground surface. 2. Care should be taken by the contractor to avoid compaction of the native soils in the trench areas. 3. Due to the shallow bedrock encountered at the site, a max cut of 2.5 feet will be allowed to the infiltrative surface beneath the chambers. 4. Install 3-6" of concrete sand beneath chambers for leveling if necessary. 5. Changes to this design should not be made without consultation and approval by HP Geotech. I 114 263A I Ge %+A=k I LOT 15, HARDSCRABBLE RANCH HEPWORTH-PAWLAKGEOTECHNICAI SOIL TREATMENT AREA CROSS SECTION FIGURE 5 ILL.ULTITANK TANIkz FORTH :NERATION I, r. i ROTH MultiTanke Call 866-943-7256 or visit our web site at www.roth-anierica.com MA ROTH MultiTanke Setting the standards for all other tanks. The Roth MultiTank® offers undisputed best -in -class status and the highest brand recognition of any tank in the market. The only tank you will ever need. ROTH MultiTank' Features • Multi Usage astern, pump, holding, rainwater or septic tank • Multi Layer Inner layer of FDA approved virgin HDPE, two inside layers of PE for improved stability, plus one outer layer of black and UV -stabilized PE • Multi Coverage Lifetime' Corrosion Protection and 5 years of Labor Insurance Coverage" I.. ii �l! fda�enal Our multi -layered tank construction, consisting of virgin material surrounded by 3 layers of protection. Lifetime is the expected service life. See warranty for details. 'Coverage on workmanship and product cost, which includes the replacement and excavation of tank, up to $2,500. This is subject to proper installation according to Roth's installation manual and the installer must be certified by a Roth Representative. Please contact us for more information on joining our elite group of certified installers. ROTH MultiTank® ACCESSORIES • 12-hole distribution box, allows for parallel pipe runs on 4 sides • Invert drop of 2" between inlet and outlet pipes • 24" I.D. provides plenty of elbow room during installation, leveling and maintenance • Basin can be weighted with aggregate to maintain level • Bring to grade using the Staifl threaded riser system • Includes a Star-24L (threaded lid), gasket and security seal • 24" I.D. Threaded STAR® Riser • Maximum versatility in the field • Watertight connection • Extra -strong flat top design • Unique anti -slip surface • Easily secured against unauthorized entry • Excellent for retrofit or cast -in # STAR-24DB11 #STAR-24L, 24116, or 24R12 • 2', 3", 4" and 6" Pipe Seals, ASTM C923 Approved #PG2,3,4,6 • Riser Gasket (not shown) #RG24 • Partition Assembly (not shown) #PA • Butyl Mastic (not shown) #TJ-CS102(tank-riser), RJ-CS212 - (riser -riser) • Security Seal #SSLOCK #PG2,3,4,6 #SSLOCK ROTH MultiTank® ACCESSORIES • Maximum versatility in the field • Extra -strong flat -top design • Unique anti -slip surface • Easily secured against unauthorized entry • Excellent for riser retrofit • Fits all major manufacturer's 18" & 24" pipes • Gasket and two security seals included • Can be added retrofit to ready -access riser system on an existing septic tank • Up to 24" round or square openings can be covered without sheet metal or mortar • Fits 18" or 24" diameter corrugated pipe or the STAR® threaded riser system Secure mechanical Stay -put system prevents shifting and maintains integrity FZ=+h # STAR-18P or 24P # STAR-18TA or 24TA WARRANTY: Roth Global Plastics Inc. warrantles the accessories for a period of five years from date of purchase against any manufacturing defects, providing the accessory has been used and installed in accordance with manufacturers written instructions. Roth Global Plastics Inc. will, at its option, repair or replace any accessory deemed to be defective and Roth Global Plastics' obligations under this warranty are strictly limited to the repair and/or replacement of the defective accessory. Roth Global Plastics Inc. assumes no liability in cases of improper installation or misuse. Roth Global Plastics Inc. is not responsible for any resulting contingent liabilities or charges. This warranty applies only to the original accessory installation. /WHY ROTH? WHY BLOW MOLDING? High tech. High quality. High time. Not all tanks are created equal. Roth's revolutionary process changes everything. High Tech State-of-the-art computer controlled multi -layer blow molding process produces perfect parts. Repeatable process, repeatable field performance you can trust. High Quality This is not your father's tank. Roth tanks are the finest money can buy... and tens of thousands do! High Time After decades of conventional technology, Roth brings 35 years of blow molding experience to the North American market. In fact, 1 out of every 2 tanks in Europe is of blow -molded construction. Environmentally Sound 100% of scrap is recycled and reused The most environmentally -sound methods available 4r (no air, water or solid waste discharge as a result of our process) Less Worries Easier Handling • No cracking • Lightweight • No corrosion • Simple, user-friendly installation • Watertight • No water backfill required • Higher life expectancy • Strongest poly tank on the market • HDPE — the most chemical ly-resistant material in the world • True structural integrity • Quality of tanks are above European standards • Multi -port inlet/outlet • Versatile — suitable for septic, pump, and cistern applications • Roth offers all accessories to complete a whole system, including the popular STAR® riser systems N ROTH MultiTank® PRODUCT DETAILS MODEL (MultiTank) DESIGN CAPACITY US Gallons (Liters) TOTAL CAPACITY US Gallons (Liters) ACTUAL CAPACITY US Gallons (Liters) ) 40"/42" Liquid level HEIGHT Inches (mm) WIDTH Inches (mm) LENGTH Inches (mm) WEIGHT Pounds (kilogram) RMTle la (single layer) 300 (1136) 325 (1230) 273 (1033)/284 (1075) 54 (1372) 45 (1143) 50 (1270) 120 (54.43) RMT500 500 (1893) 535 (2025) 452 (1710)/474 (1794) 51 (1295) 62 (1575) 60 (1524J 225 (102.06) RMT-750 750 (2840) 1000 (3785) 853 (3229)/898 (3399) 51 (1295) 62 (1575) 103 (2616) 360 (163.29) RMT-900 900 (3407) 1161 (4394) 990 (3747)l1028 (3891) 51 (1295) 62 (1575) 118 (2997) 450 (204.12) RMT-1000E 10DD (3785) 1161 (4394) 990 (3747)11028 (3891) 51 (1295) 62 (1575) 118 (2997) q50 (204.12) RMT-1060 1060 (4012) 1337 (5061) 1177 (4455)/1227 (4645) 51 (1295) 62 (1575) 520 (235.87) RMT-1250 1250 (4730) 1469 (5560) 1259 (4766)/1319 (4992) 51 (1295) 62 (1575) F177(44 560 (254.01) RMT-1500 1500 (5678) 1771 (6703) 1540 (5830)/1601 (6060) 51 (1295) 62 (1575) 640 (290.30) —�� Roth, a family -owned business established in Germany 60 years ago, now operates in 29 countries worldwide with $250 million in sales and 1,100 employees. The North American division operates two manufacturing plants in upstate New York. Roth specializes in environmentally -friendly products that produce, distribute and store energy for the finest homes. Solar andHeat Pump Systems s' Septic, Cistern, Rainwater Collection and Oil Storage Tanks ENERGY DISTRIBUTION: Roth Global Plastics Corporate Office P.O. Box 245, Syracuse, NY 13211 Toll Free US: 866.943.7256 P: 315.475.0100 F: 315.475.0200 salesCDroth-usa.com www.rothamerica cnm Distributed by: G�tech HEPWORTH-PAWLAK GEOTECHNICAL November 28, 2014 Tom Solawetz 681 Amherst Road Gypsum, Colorado 81637 I1q'%vnrth-Pmvl d. ( II, fnc- 50g0(_"ullp 154 lilrn;,,�i al Sprin_�s, t:� �1� �riJ, a In01 Fas: 1)70-1)45 ,x4s4 t0m<r)beeckbuilds com Job No. 114 263A Subject: As -Built Evaluation of Onsite Wastewater Treatment System, Proposed Residence, Lot 15, Hardscrabble Ranch, 681 Amherst Road, Gypsum, Colorado. Dear Tom: As requested, Hepworth-Pawlak Geotechnical observed the installation of the Onsite Wastewater Treatment System (OWTS) for the proposed residence at the subject site. The OWTS components observed included: sewer pipe, cleanout, septic tank, effluent transport pipe, Infiltrator chambers, inspection ports and the locations of components. We previously designed the OWTS for the project and presented our recommendations in a report dated August 22, 2014, Job No. 114 263A. This report summarizes our observations and recommendations of the As -Built installation. We performed our As -Built site evaluation on August 29 and October 2, 2014. The installation and locations of system components were as shown on Figure 1. The tank and soil treatment area locations and orientations were modified slightly from our design as shown on Figure 1, however, we believe this will not alter the effectiveness of the OWTS. Photographs of the OWTS installation are provided in the attached Photograph Log. It is our opinion that the OWTS was installed in general conformance with our design recommendations. The observations and recommendations presented above are based on our site observations and our experience in the area. We make no warranty either express or implied. Alterations to the system or improper backfill and site grading could affect the operation and effectiveness of the OWTS. Please feel free to contact us if you have any questions regarding our findings. Sincerely, HE WORTH - PAWLAK GEOT�J�NICAL, INC. cC� J on A. Deem Project Geologist Reviewed by: David A. Young, P.E. attachments Figure I — OWTS As Parker 303-841-7119 • Colorado Springs 719-633.5562 0 Silverthorne 970-468-1989 \Il6'On SB' f LOT 16 / ROTH PLASTIC 1,500 GALLON, TWO CHAMBER SEPTIC TANK - WITH AN EFFLUENT FILTER IN THE OUTLET TEE �- l 1 1,t1 24. { SOIL TREATMENT AREA 14 9' \ '.� s�+c WITH FOUR TRENCHES WITH 16 INFILTRATOR -o n TANK r B, QUICK 4STANDARD 1h s I LE9cM CHAMBERS IN EACH TRENCH CLEANOUT EIE{ P ;f-. x jPROPOSAi ED 'M'j I m - `i- �':, m RESIDENCEy II �� R s� \ - � a a fn oFST IWET THEWC \ � c .6iF .. ._ Pru7PANE .. HTILIT1' CAS .CM El FC.TRIC. _ ..-.II NE TA N.I ), L.OT 14 PCOPE2TY LINE APPROXIMATE SCALE: 1 INCH = 40 FEET 114 263A �,., LOT 15, HARDSCRABBLE RANCH HEPWORTH—PAWLAK GECcHNICAL OWTS AS -BUILT SITE PLAN FIGURE 1 OWTS As-Built Photograph Log Lot 15, Hardscrabble Ranch Job No. 114 263A Photograph showing sewer line exiting the residence and cleanout. Photograph showing 1,250 gallon, two chamber Fralo plastic septic tank. OWTS As-Built Photograph Log Lot 15, Hardscrabble Ranch Job No. 114 263A View looking northwest at soil treatment area. Photograph looking east at soil treatment area. OWTS As-Built Photograph Log Lot 15, Hardscrabble Ranch Job No. 114 263A Photograph showing serial connection between trenches. Photograph showing effluent filter installed in septic tank outlet tee.