HomeMy WebLinkAbout2112 Colorow Rd - 210713402012 - OWTS-3-11-5777Work Classification: NewPermit 1230 GLEN VIEW RD BIRMINGHAM CO 35222- Address Owner Information Permit Status: Active Project Address 210713402012 Permit Type: OWTS Permit Permit NO. OWTS-3-11-5777 Expires: 10/11/2011 Issue Date: 6/13/2011 Parcel No. 002112 COLOROW RD EDWARDS AREA, CO 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: (205)592-9143 Cell: Inspection For Inspections call: (970) 328-8755 Inspections: IVR OWTS Final Inspection 095 PhoneEngineer(s) (970)926-9088LKP Engineering, Inc Contractor(s)Phone Primary ContractorLicense Number DAVIS EXCAVATION (970)926-3788 Yes LAURA KELLOGG Permitted Construction / Details: Install as per LKP Engineering design, project number 10016, dated May 13, 2010 which is for a new system to serve a 4 bedroom residence. Installation is granted for a two compartment, 1500 gallon pre-cast concrete tank with a cleanout between the house and the tank. The leachfield is to consist of 1140 square feet of absorption area credit via 57 Quick 4-Infiltrator chambers placed in serial distribution and trench configuration (3 trenches of 19 units per trench). Install inspection portals at the ends of each trench. Maintain all required setbacks. Do not install in wet or frozen soil conditions. Call the design engineer and Eagle County Environmental Health for a final inspection before burying any of the system components. In order to receive final approval, the engineer must provide the final certification letter, photos of the installation, and as-built drawings of the system. Issued by: Environmental Health Department, Eagle County, CO June 13, 2011 Date Customer Copy Terri Vroman 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: NewPermit 1230 GLEN VIEW RD BIRMINGHAM CO 35222- Address Owner Information Permit Status: Active Project Address 210713402012 Permit Type: OWTS Permit Permit NO. OWTS-3-11-5777 Expires: 10/11/2011 Issue Date: 6/13/2011 Parcel No. 002112 COLOROW RD EDWARDS AREA, CO 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: (205)592-9143 Cell: Inspection For Inspections call: (970) 328-8755 Inspections: IVR OWTS Final Inspection 095 PhoneEngineer(s) (970)926-9088LKP Engineering, Inc Contractor(s)Phone Primary ContractorLicense Number DAVIS EXCAVATION (970)926-3788 Yes LAURA KELLOGG Permitted Construction / Details: Install as per LKP Engineering design, project number 10016, dated May 13, 2010 which is for a new system to serve a 4 bedroom residence. Installation is granted for a two compartment, 1500 gallon pre-cast concrete tank with a cleanout between the house and the tank. The leachfield is to consist of 1140 square feet of absorption area credit via 57 Quick 4-Infiltrator chambers placed in serial distribution and trench configuration (3 trenches of 19 units per trench). Install inspection portals at the ends of each trench. Maintain all required setbacks. Do not install in wet or frozen soil conditions. Call the design engineer and Eagle County Environmental Health for a final inspection before burying any of the system components. In order to receive final approval, the engineer must provide the final certification letter, photos of the installation, and as-built drawings of the system. Office Copy June 13, 2011 Issued by: Environmental Health Department, Eagle County, CO Date Terri Vroman 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 P.O. Box 179 ENVIRONMENTAL HEALTH 500 Broadway (970) 328-8755 Eagle, CO 81631 FAX: (970) 328-8788 www.eaglecounty.us TOLL FREE: 800-225-6136 www.eaalecountv.us { EAGLE COUNTY PERMIT APPLICATION FOR ONSITE WASTEWATER TREATMENT SYSTEM OWTS PERMIT # au9T'S-3-It- ?:?7 BUILDING PERMIT # ep-S- 3-II-,5,7-4, 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, q Property Owner: f ,fie f �o Phone:Uj Mailing Address: 70 � iy ( CG(L-cL) 45 email f "(,e�C&uxi' L�Ca Z Registered Professional Engineer: I� Phone: R' Applicant or Contact Person: j'j`C4 CQ�P1[v�p��1 Phone: � 7-0 3 -76 Licensed Systems Contractor:�y ,, 5 Lc��i4�i y�{ License # Company I DBA: �Q� S f -If, cc"Q CA � vk� Phone: _ g O �jU �/ 6 Mailing Address: email Permit Application is for: �<L New Installation Alteration Repair Location of Proposed Onsite Wastewater Treatment System: Legal Description: Tax Parcel Number: 62107 f !VfJ C2Q 1 -) _ Lot Size: Assessor's Link: www.eaQlecounty.uslpatie/ Physical Address: , 7\\Z Building Type: Residential 1 Single Family Residential / Multi Family M Number of Bedrooms: Number of Bedrooms: Commercial I Industrial* Type of Use: *These systems require design my a Registered Professional Engineer Type of Water Supply: U Private Well Spring Surface Public If Public Name of Supplier: Applicant Signatur . 0 Office Use Only B.0 Amount Paid: 9-160 ' Receipt #: Check #: a&&42 Date: {I' 28669 Colorado Business Bank ALPINE MOUNTAIN BUILDERS, INC. CoBIz nnaww P.O.B=2M �= PO BOX 69 Edwnrdt, Co 8IN2 g70�01 EDWARDS, CO 81632 23-320-1020 (970) 926-8703 3/7/2011 8 PAY TO THE $ ORDER OF Eagle Cty Treasurer '*800.00 m DOLLARS Eight Hundred and 00/100 Eagle CtyTreasurer PO Box 479 Eagle, CO 81631 MEMO '9W-t5. 3 - i I - Onsite Waste Water Treatment System _ 3/7/2011 Original Amt. Balance Due Discount 800.00 800.00 Check Amount Colorado Business Ba Onsite Waste Water Treatment System Tax Parcel Number: In{ 0 ¢ { , [VV cW-O r ,:� Lot Size: Assessor's Link: www.caplecounty.us/patie/ Physical Address: � 7\\Z Building Type: Residential / Single Family Residential / Multi Family M Number of Bedrooms: 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 Public If Public Name of Supplier: Applicant Signatur . Office Use Only &C Amount Paid: '�' Receipt #: Check #: o?_ ��D Date: alplu Payment 800.00 800.00 h-c d -e 8 December 7, 2011 Laura Kellogg 1230 Glenview Road Birmingham, AL 35222 E-mail: thekellogs@bellsouth.com RE: Inspection of Septic System Installation Lot 7A, Colorow 2112 Colorow Road Eagle County, Colorado Project No. 10016- OWTS–3-11-5777 Dear Mrs. Kellogg: At the request of Mr. Scott Davis and Rick Filter, on July 27 and 28, August 9 and 10, and October 13, 2011, we visited the construction site at Lot 7A, Colorow, 2112 Colorow Road, Eagle County, Colorado. The purpose of our site visits was to observe and inspect the installation of the septic system. They installed the system in overall compliance with the septic system design, Drawing No. 10016SD.DWG, dated May 13, 2010, and as shown on the attached as-built sketch. Two building sewer lines exited the house. The first one was constructed just south from the main entrance and the second one northwest from the garage west wall. The two lines connected at about 30 feet west from the northwest building sewer line cleanout. Right before the connection of the two building sewer lines, there are two cleanouts, one on each of the building sewer lines. The section of the building sewer line under the driveway was encased in a C900 PVC pipe. They installed a 1500-gallon, two compartments, concrete septic tank by Copeland Concrete. Eighty-five, Q-4, Standard Infiltrator Chambers were installed in four trenches. There were twenty-one infiltrators in each of the trenches, except in the second trench, where there were twenty-two chambers. There was a minimum of six feet separation between the trenches. In the first and last infiltrator of each trench, inspection ports were installed. The T’s in both compartments of the septic tank were at least 14-inches long. If you have any questions, please do not hesitate to call. Sincerely, LKP Engineering, Inc. Luiza Petrovska, PE Enclosure cc: Eagle County Environmental Health Department, E-mail: Terri.Vroman@eaglecounty.us Alex Coleman, Alpine Mountain Builders, alex@ambvail.com J:\_WP X4-LKP\2010\10016OSIQ4.wpd P.O. Box 2837, Edwards, CO 81632 Tel (970) 926-9088, Fax (970) 926-9089 Oct 26 10 07:56a The Kelloggs OLKPEngineering, Inc. CrvM./GE0*MCffWCAL 2055917009 p SOIL AND FOUNDATION INVESTIGATION FOR PROPOSED KELLOGG RESIDENCE LOT 7A, COLOROW SUBDIVISION 2112 COLOROW WAY EAGLE COUNTY, COLORADO PROJECT NO. 05006 JANUARY 31, 2005 ki!i, L 'ae.v sa'l bOa-ten_ R ' PREPARED FOR: MS. LAURA KELLOGG 1230 GLEW EW ROAD BIRMINGRAM, AL 35222 P.O. Sox 2837, Edwards, CO 81632, (970) 926-9088 TeL (970) 926-9089 Fax Oct 26 10 07:56a The Kelloggs 2055917009 a,3 EXECUTIVE SUMMARY The proposed residence should be supported with conventional type spread footings, designed for an allowable soil bearing pressure of 3000 psf. They should construct the footings on the undisturbed, fn-m, bedrock. See Foundation Recommendations. SCOPE OF STUDY This report presents the results of a subsurface Soil and Foundation Investigation, for a proposed residence to be constructed on Lot 7A, Colorow Subdivision, Eagle County, Colorado. The purpose of the subsurface soil and foundation investigation was to determine the engineering characteristics of the foundation soil and to provide recommendations for the foundation design_ grading, and drainage. SITE DESCRIPTION Lot 7A is a 24.5-acre lot, at 2112 Colorow Way, Eagle County, Colorado. The topography is moderate to steep. Vegetation on the lot consisted of aspen and pine forest, sage brush meadow and service berries. TN;ro to three feet of snow covered the site. Lot 7A is vacant. LKP Engineering, Inc. Oct 26 10 07:56a The Kelloggs 2055917009 p.4 PROPOSED CONSTRUCTION We have assumed that the proposed residence will consist of a two-story, wood frame construction, with a walkout basement, on a concrete foundation. Loads are anticipated to be light, typical of residential construction. I If the finalized plans differ significantly from the above understanding, they should notif}r us to reevaluate the recommendations of this report. FIELD INVESTIGATION The field investigation conducted on January 25, 2005, consisted of excavating, logging and sampling two test pits. The test pit locations are shown on Drawing No. 1. Excavation of the test pits was done with a CAT 315BL trackhoe. We show the soil profiles of the test pits on the Subsurface Exploration Logs, Figure 1\o's one and two. Soil samples for laboratory soil analysis and observation were taken at selected intervals. SUBSURFACE SOIL AND GROUNDWATER CONDITION The soil profiles encountered in the test pits were fairly uniform. Test Pit No. 1 had 1.5 feet of topsoil over 1.5 feet of reddish -brown, clayey sand -Mth some roots over 5 feet of reddish - brown, shale bedrock. Test Pit No. 2 had 1.5 feet of topsoil over 2 feet of light, reddish -brown, clayey sand with roots over 2.5 feet ofreddish brown, 'shale bedrock with sandstone rock f aa, eats. Refusal was encountered at 6 feet in Test Pit No. 2. Ground water was not LKP Engineering, Inc. Oct 26 10 07:57a The Kelloggs 2055917009 a,5 encountered. We sampled the soil in the test pits at random intervals. FOUNDATION RECOMN ENDATIONS The proposed residence should be supported with conventional type spread footings, designed for a maximum allowable soil bearing pressure of 3000 psf. The footings should be placed on the undisturbed, firm, bedrock. The depth to firm bedrock varied from 5 to 6 feet in the pits. We recommend minimum width of 16 inches for the continuous footings and 2 feet for the isolated footing pads. Continuous foundation walls should be reinforced top and bottom to spare an unsupported length of at least 10 feet. A minimum of 48 inches of backfill cover is recommended for frost protection of the footing subsoils. The undersigned engineer should observe the foundation excavation to verify that the soil conditions are uniform throughout the foundation excavation. The foundation excavation should be free from excavation spoils, frost, organics and standing water. We recommend proof -rolling of the foundation excavation. Soft spots detected during the proof -rolling, should be removed by overexcavation. Any overexcavation within the proposed foundation, should be backfilled, in 8 inches loose level lifts and compacted to 100% of the maximum dry density and within 2 percent of the optimum moisture content as determined in a laboratory from a Standard Proctor test (ASTM D-698). Structural fill, placed under footings should be tested by the engineer or her representatives on regular basis. Voids left at the bottom of the foundation excavation, by the removal of boulders, should be filled with lean concrete. LKP Engineering, Inc. Oct 26 10 07:57a The Kello99s 2065917009 P,6 EXCAVATION DIFFICULTIES We assume that the excavation can be done with large excavation machinery. Hydraulic hammers and blasting, might also be needed. Excavation of narrow utility trenches might be more difficult, SLAB CONSTRUCTION Based on soil and foundation investigations on surrounding lots, it is possible for the upper soils on Lot 713, above the bedrock, to have low swelling potential. The samples that we obtained from the pits from the upper soils were too rocky to test for swell consolidation. Two feet of structural fill is recommended under all slab on grade areas. Structural fill placed under a slab on grade should be Compacted to a minimum of 95 percent of the maximum standard Proctor density (ASTM D-698). Suitable material should be free from topsoil, organics, swelling soils, and rock fragments greater than 3 inches. The concrete slab should be constructed over a flinch layer of clean gravel consisting of - 3/4 inch gravel with at least 50% retained on the No. 4 sieve and less than 3 percent passing the No. 200 sieve. They should reinforce the concrete slab -on -grade and score control joints according to the American Concrete Institute requirements and per the recommendations of the designer to reduce damage due to shrinkage. The concrete slab should be separated from the foundation walls and columns with expansion joints to allow for independent movement without causing damage. LKP Engineering, Inc. Oct 26 10 07:57a The Kelloggs 2055917009 - 7 MRpy- "MURNP—IMWW 9 They should design foundation walls retaining earth and retaining structures that are laterally supported to resist an equivalent fluid density of 60 pcf for an "at -rest' condition. Laterally unrestrained structures retaining the on -site earth should be designed to resist an equivalent fluid density of 40 pcf for the "active" case. The above design recommendations assume drained backfill conditions and a horizontal backfill surface. Surcharge loading due to adjacent structures, weight of temporary stored construction materials and equipment, inclined backfill and hydrostatic pressure due to undrained backfill should be incorporated in the design- They should try to prevent the buildup of hydrostatic pressure behind the retaining wall. To reduce the risk of surface water infiltrating the foundation subsoil (and the development of a perched water condition, which is common in foundations on bedrock) installation of a foundation perimeter drain is recommended. The foundation perimeter drain should consist of a 4-inch diameter perforated pipe sloped to a suitable gravity outlet. The drain should slope at 1/4 inch per foot if flexible or at 1/8 of an inch if rigid pipe is used. The bottom of the trench adjacent to the footing should be lined with apolyethylene moisture barrier glued to the foundation wall. The drain pipe should be placed over the moisture barrier and covered with a minimum of 6 inches of -3/4 inch free -draining granular material. Geotextile (N irafi 140N or equivalent) should be used to cover the free -draining gravel to prevent siltation and clogging of the drain. The backfill. above the drain should be granular material to within 2 feet of the ground surface to prevent a buildup of hydrostatic pressure. The top one foot of the backfill material LKP Engineering, Inc. Oct 26 10 07:57a The Kelloggs 2055917009 D,S should consist of a relatively impervious fill. The backfill should be sloping away from the building. SITE GRADING AND DRAINAGE Grading plan was not available for our review. The following recommendations are general, The site surrounding the building structure should slope away from the building in all directions. A minimum of 12 inches in the first 10 feet is recommended in unpaved areas, and three inches in the first 10 feet in paved areas. The top of the granular foundation backfill should be covered with a minimum of 1 foot of relatively impervious fill to reduce the potential of surface water infiltrating the foundation subsoils. Surface water naturally draining toward the proposed building site or permanent cuts, should be diverted around and away from it by means of drainage swales or other approved methods. The roof drains and downspouts should extend and discharge beyond the limits of the backfill. Exterior backfill should be compacted at or near the optimum moisture content to at least 95% of the maximum standard. Proctor density under pavement, sidewalk and patio areas and to at least 90% of the maximum standard Proctor density under landscaped areas. Mechanical methods of compaction should be used. Do not puddle the foundation excavation. LAWN IRRIGATION It is not recommended to introduce excess water to the foundation soils by installing sprinkler systems next to the building. The installation of the sprinkler heads should insure that the spray from the heads will not fall within 10 feet of foundation walls, porches or patio slabs. Lawn irrigation must be controlled. N LKP Engineering, Inc. Oct 26 10 07:58a The Kelloggs 2055917009 p.9 LIMITATION This report has been prepared according to locally accepted Professional Geotechnical Engineering standards for similar methods of testing and soil conditions at this time. There is no other warranty either expressed or implied. The findings and recommendations of this report are based on field exploration, laboratory testing of samples obtained at the specific locations shown on the Location Sketch, Drawing No.I and on assumptions stated in the report. Soil conditions at other locations may vary, which may not become evident until the foundation excavation is completed. If soil or water conditions seem different from those described in this report we should be contacted immediately to reevaluate the recommendations of this report. This report has been prepared for the exclusive use of Ms. Laura Kellogg, for Lot 7A, Colorow Subdivision, Eagle County, Colorado. Sincerely, LKP ENGINEEIUNG, r Luiza Petrovska, PE President J 3WP12-L.K?\05006mc rpLvro w 9 , 29526 LKP Engineering, Inc. Oct 26 10 07:58a The Kelloggs 2055917009 P.10 Oct 26 10 07:58a The Kelloggs 2055917009 p.11 DATE OBSERVED: January 25, 2005 Test Pit # 1 ELEVATI OM S 5 DEPTH FEET M B O M P L DESCRIP770N OF MATERIAL AND SAMPLE LOCA77ON LABORATORY TEST RESULTS REMARKS L E Topsoil } Reddish —brown, clayey sand with roots Reddish —brown, shale bedrock s Bottom of Test Pit 0 8 feet No Ground Water Encoun tered so 15 20 LEGEND: ❑ — 2—lndh QD. Ca#fomla Uner Sample ■ — Btrfk Sample DO — Natural Dry Density (pcf) MC — Natural Molsture Content (X) —200 — Percent Passing No. 20D Steve LL — Llquld Lhnit P7 — Plasticity Index GW — Ground water LKP ENGINEERING, INC. SUBSURFACE EXPLORATION LOG 05006 � 1 Oct 26 10 07:58a The Kelfoggs 2055917009 p.12 DATE OBSERVED: January 25, 2005 Test Pit # 2 ElEVA710N: S S DEPTH FEET M B M P DESCRIP77ON OF MATERIAL AND SAMPLE LOCATION LABORATQRY TEST RESULTS REMARKS 0 L L E Top soil — Light brown, clayey sand with roots Reddish —brown, shale bedrock — 5 with sandstone rock fragments Refusal ® 6 feet No Ground Water Encoun tered ----- 10 15 20 LEGEND: 0 — 2—fnch aD. Callfomia Liner Swnple ■ — &dk Sample DD — Natural Dry Censlty (pcfj MC — Natural Moisture Content (Z) —200 — Percent PowIng Na 200 Steve LL — Llquld Lknit Pl — Plasticity index GIP — Ghund water r�cr Ha: LU ENGINMUNG, INC. SUBSURFACE EXPLORATION LOG 05" ACEW AICU 26 10 08:13a F- The Kelfoggs 2056917009 p.1 Sl OAWAY FROM BUILDING f. D ' :� '. COM? BACKRLL WITH ONE ►' '. FOOT OF RELA 77m Y IMPERWOUS ME y +•s �i t r' .4�.{y •�f� • � � •ry �� fir. y. r.--�t�ti i. •i ••ir .1, '?�!,, •;{` •J'i 7 jRANULAR FILL = h O `r lr=Wit;-[1•:' :r.-.•��v.!!-:'• r.... , L • � '' •� • w' Y ~ J . � • {•• �.r.'.• r f � ` t sip S� •-: 17 + ' •' 77 FOO77NG :oQ _. •p; �.. z A • zi w• l 1 J4� / 1 PLASM UNER, GLUED TO THE FOUNDA77ON WALL (DO NOT USE PLAS71C LINER WHEN GROUND WA 7ER IS PRESENT) JK� 1-7L 7FR FABRIC (MIRAR 140VV OR EQUIVALENT) COARSr 6FA M, 3/4 INCH DIAM_ W7H LESS THAN SR RNES 4—INAY DIAMETER PERFOfRATFD PIPE SLOPED TO A SUITABLE Oo(ITLET A T 1/4 - PER FOOT FOR FLEXIBLE AND A T 1/7- PER FOOT FOR RIGID PIPE PIf'14IMMR DRAM WM/03MMDUCAL 'RD=T "W OW06 LKP Engineering, Inc. LOT 74 COLCROW A r scuAw acme � 2112 COLOROW ►xuu N. T.S: -- P.O. eax 2837 Edwwd4 00 a1 B32 EAGLE COWTY, COLOIRADO FAW Ma: fd (070) 926-8088 fax (970) 826-9089 ,3 PMECT DEsr.RIPnaw, LKP Engineering, Inc. AS —BUILT LOT 7A, COLOROW SQUAW CREEK 2112 COLOROW ROADD C1V1L/GEOTECHNICAL SKETCH EAGLE COUNTY, COLORADO KELLOGG RESIDENCE LOT 6A (RECEPTION No. 379517) S89'57'28"E - 1370.27' (CALCULATED) (N90'00'00"E - 1369.93' RECORD) SERIAL DISTRIBUTION INSPECTION PORT (TYPICAL) — _if_: STANDARD QUICK 4 l /NF1L TRA TOR CHAMBER 10016 OWFS-3-11-5777 Co — — — — — — — — — — — — — — — — ---- - 124•62 '90'00'00'E - 389_50o Ng6'S1 3$"E / NUMBER OF INFIL IRA TORS PER TRENCH 4-INCH DIAMETER, SDR35, EFFLUENT LINE. 21 21 CLEANOUT 1500-GALLONS, TWO J COMPARTMENTS, PRECAST, CONCRETE TANK 4-INCH DIAMETER, SDR35, BUILDING SEWER LINE. CLEANOUTS A'1war-b7d1jA 4-INCH DIAMETER, SDR35, \ BUILDING SEWER LINE LOT 7 A ENCASED IN A C900 PIPE 24.492 ACRES (MEASURED) CLEANOUT 24.503 ACRES (RECORD) CLEANOUT 2112 N90 00'00"W - 389.50' 0 KELLOGG RESIDENCE I I BUILDING ENVELOPE o� 0 0 0 0 N90 00'00'E 35.00' � o � rn � I � � W i �o o 0 - o N90 00'00 "W 0 35.00' 0 Jo 0 0 0 0 0 P.O. 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