No preview available
HomeMy WebLinkAbout220 Casteel Ridge - 210701401013Work Classification:New 3520 BROADWAY ST QUINCY IL 62301-3718 AddressOwner Information Permit Status:Active Project Address 210701401013 Permit Type:OWTS Permit Permit NO.OWTS-11-15-13853 Expires:2/23/2017Issue Date:10/26/2016 Parcel No. 220 CASTEEL RIDGE 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: Cell: Inspection For Inspections call:(970) 328-8755 Inspections: IVR OWTS Final Inspection 095 PhoneEngineer(s) (970)390-0307LKP Engineering, Inc Contractor(s)Phone Primary ContractorLicense Number Rojas Masonry (970)390-7666 Yes47-16 QUAGLIANO, MICHAEL QUAGLIANO, MICHAEL Permitted Construction / Details: Install the OWTS exactly as depicted on the LKP Engineering, Inc. design stamped, signed and dated November 17, 2015 by Luiza Petrovska, PE. and revised September 9, 2016. System is designed to serve a seven bedroom residence. The system consists of a 2,000 gallon, Front Range Precast concrete, two-compartment septic tank and 2,100 square feet of soil treatment area(prior to the 30% reduction for using chambers) via the installation of 123 Infiltrator Quick 4 Plus Standard chambers arranged in 6, serially-connected trenches. The trenches are to be excavated to a depth of four feet(where the light brown, silty sand soil horizon is encountered) then filled with12 inches of sand prior to the placement of chambers atop the sand. A sample of the sand material must be taken to the design engineer for verification that the sand meets the required specifications before the sand is placed. Contact the design engineer to conduct all inspections necessary to certify the installation and to prepare the record drawings. Final certification of proper installation along with record drawings and photos must be submitted by the design engineer to Eagle County Environmental Health for approval prior to the use of the system or occupancy of the residence. Issued by: Environmental Health Department, Eagle County, CO October 26, 2016 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 APPLICATION FEE FOR NEW OWTN OK iVIAJvx Fee includes the design review, permitting and maintenance of OWTS records Make all checks payable to: Eagle County Treasurer Property Owner: Phone: al"1'31U-1-111 110 9^'�3o t Owner Mailing Address: 3a^l N. 3c� Sf.,�e email: MaySRrtEs Sy(g��o(.con'1 Professional Engineer: Lg i Z.a Pdrw SICK Pl�' Phone: 170 3q0- 0 3o "1 Applicant / Contact Person: ff4,mo5 M`�''i Phone: 3,11- Z J10`1'71 i Li,censeed.S_ystems Contractor Name / Company: a 8t; -DQ+tr01k jej Contractor Mailing Address: Contractor Phone Num --------------- OWTS Permit Application is for: Contractor License #: email: New Installation Alteration Repair Tax Parcel Number: S/ 0 �1- t) /VC j v 13 Lot Size: Acf- ° Assessor's Link: www.eaoglecounty.us/pati Physical Address: aaO Gas krQe i 2icl 0 C &rl c�C�rcl s �y�°r'� c� o 5-f 6 3 Z Legal Description: T W ., eOR / e c C 4 50601 1 od PC— / n1 G Building Type: t/ Residential / Single Family umber of Bedrooms: Residential / Multi Family Commercial / Industrial Number of Bedrooms: Type of Use: *As of 06/27/2014, all systems require design by a Registered Professional Engineer Type of Water Supply: Private Well If Public, Name of Supplier: �-. e Ver Applicant Signature: `t"" } +'' Spring Surface Public ll-dl-tS >k:k=<:ti:k$;:k%k� � ;k=k:k%k%%�%k�%�%U•r„:k:k>F�x:r%fi%ic%rck%k :%i::Y•:�.k;k%'t•:F�k Office Use Only: OWTS PERMIT # 11-1 J BUILDING PERMIT # P-E5 _ 8-1 S 13 7& c-- 00 Amount Paid: ^'C)C) '= Receipt #: Check #: dd p19kL< Date: DEPARTMENT OF ENVIRONMENTAL HEALTH (970)328-8755 FAX: (970) 328-8788 TOLL FREE: 800-225-6136 www.eaolecounty.us :,,y to Eagle County Treasurer by Ae u5e -:qie County Environmental Health Eagle County Treasurer Ur�t�,l�i D EAGLE COUNTY C 0:9 0MC. R - OCT o B offp Eagle, CO 81631 :k�K*�:k:k*:k**aka:�k***�k�k****�:k�:k:Y��k�k�:Y:k:k;k*�=k�k�:k*�k�Y**�K*:F�*�K�I:�k�k�k:k:k:k**:k�:k�:h•*:kX#:k*#*:k*t:k*=k*;gk:k APPLICATION FOR ON -SITE WASTEWATER TREATMENT SYSTEM (OWTS) PERMIT INCOMPLETE APPLICATIONS NIAY NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED) FEESCHEDULE APPLICATION FEE FOR NEW OWTS OR MAJOR REPAIRS $800.00 MINOR REPAIR FEE $400.00 Fee includes the design review, permitting and maintenance of OWTS records Make all checks payable to: Eagle County Treasurer �p Property Owner: 1 C`1 � f Phone: �al� �1 i7 -y qd Owner Mailing Address: 35A sroddtAjay 6+- Qut►1(-1L email: t111Ci�ge� c��1gq�1c1r10 p� rYIo1� Cbvt'► 3�-19 Professional Engineer: L-K P En qi n ee-rinq INC. Phone: tlo) 9 %- 90g$ Applicant / Contact Person: ` S Phone: b i0) Licensed Systems Contractor Name / Company: A�.O,�s 9 O'so A Contractor Mailing Address: N' 60X `a605 N00 (�•9169OContractor License #: r 7" l �� Contractor Phone Number: boo) email: Vo Ci5 M AsolWY 6/ shod • C-O W1 OWTS Permit Application is for: V New Installation Tax Parcel Number: 10+,0 y (} 10 1--_7� Assessor's Link: www.ea2lecounty.us/pati Physical Address: ago CLJezi i i joy o- COY'ji 1 Legal Description: Building Type: // Residential / Single Family Residential / Multi Family Alteration Repair Lot Size:1,. ward (�, gIG�LO Number of Bedrooms:~) Number of Bedrooms: Commercial / Industrial Type of Use: *As of 06127/2014, all systems require design by a Registered Professional Engineer Type of Water Supply: If Public, Name of Sul Applicant Signature: Private Well Spring Surface i' Public Office Use Only: OWTS PERMIT # �I S' �3 53 BUILDING PERMIT # ��� 1 l J'� f gDO w' Amount Paid: Receipt #: o `l3 Check #: a �� Date: ILO �`1- May 11th 2018 Mr. Michael Quagliano 3520 Broadway St Quincy, IL. 62301-3718 RE: Final approval of the: Septic System Installation, OWTS- 11-15-13853 Property location: 220 Casteel Ridge, Eagle County area. Mr. Quagliano: This letter is to inform you that the above-referenced, OWTS-11-15-13853 permit, has been inspected and finalized. This permit was approved and sized for a total capacity of 7 bedrooms residence. Additional information about the maintenance your septic system needs can be accessed through our website links, provided on the Environmental Health Department’s septic system resource page. 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 soil treatment area 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. If you have any questions regarding this information, please contact us at (970) 328-8755 and reference the OWTS septic permit number. Best Regards, Giovanna Harkay. Administrative Fiscal Tech IV Attachments: Certification Letter and Design – Septic System Flyer – Final Letter PUBLIC HEALTH & ENVIRONMENT (970) 328-8755 FAX: (970) 328-8788 Environment@eaglecounty.us RAYMOND P. MERRY, REHS Manager = = /V,3r \ \ \ \ \ \ ? n Profile hole No. 2 at 2 feet, Long Term Acceptance Rate, LTAR = 0.2 gpd/sf 6 24 �� ; \ \ \ \ \ \ \ - \ ¢ �+U Profile hole No. 2 at 4 feet, Long Term Acceptance Rate, LTAR = 0.5 gpd/sf PROFILE HOLE #1, 10-25-2006 PROFILE HOLE #2, 8-30-2016 7 7/ \ \ 44)\- \ \ \ \ \ \ \ \ 0 to 3 feet Topsoil 0 to 2 feet Topsoil, clayey with roots \ ,q \ \ 3 to 8 feet Brown, silty sand with gypsum 2 to 4 feet Light brown, silty clay O 4olk�N ��Q \ \ \ \ \ \ \ \ No ground water encountered 4 to 5 feet Light brown, silty sand (Silt Loam) 4SS \ � \ \ \ \ \ \ \ \ \ \ �\ �\ \ \ \ \ \ with gypsum 5 to 7.5 feet Reddish -brown, silty to clayey, sandy gravel with angular rock fragments \ OO \ \ ?_ _ \ No ground water encountered \ = M 01- DESIGN CALCULATIONS 401, so q \ \ \ \` \\ \ \ \ \\ \\\---Jl\\\\� IVQ \ \ \ \ \ -----_ �___-- BOq�kET 90 q T p F \FST \ \ G DER�k 638wgTER q E �95�\N E `\ \ \ \ \ \ \\\\ - - ���\\\\\ \ \ \ \ No. V FR qT pgEgSEt�vx \ 2�7 OM q GE 8\212 4T 0 \ \ \ d� q \ INSPECTIONPOR� \\ \\ O\ ` \\ \\ \ \ \\\\� ---�/ 7+/ PROFILE HOLE #1 4-INCH DIAMETER SDR35, \ 910 25 2006 \ \ i \ \ THE LOCATION OF THE PROFILE \ \ \ \ \ \ �'`\qSp \ \ PROFILh HOLE - 3 _ EFFLUENT LINE v \ �� v v v v v - _ _ II - HOLES IS APPROXIMATE. IT IS \ \ 145 / O 8-30 2016 �� / �\ �� \ \\\\ \ \ \ NOT BASED ON A SURVEY v -O N` OP 890, 2000 GALLONS, \ CD TWO -COMPARTMENTS, \ \ \ QUICK 4, PLUS STANDAR CWO CONCRETE SEPTIC \ �, TANK INFILTRATOR CHAMBER \\ \ A A6 s \ \\ /M \ a NUMBER OF INFILTRATORS PER TRENCH (TYPICAL) \ \ �7 63 FEET OF 4-INCH \ 14 \\�S�'' \ 6' MINIMUM --- _ DIAMETER, SDR35, \\ , \ \ - -8200 BUILDING SEWER LINE \ 1s , \ ? V �0 0@ v v - - PROFILE HOLE - 2 C9,190 - _ -_ \ \\ 20 �853+/ \\ �v �v -- -- - - - - v-_ v \ \ 8 30 2016 \ _ 25 ` \ LEANOUT - \ \ \ - v O441+1- 12\ \ \ 25 \ 30 8210 01 \ 2 � �' Tj� v v v SERIAL .3.2 \DISTRIBUTION \ \ \ \ \ S =--� v v v v A v d (SEE DETAIL) \ \ d 'e- a�� \ 34\ \ \ V A\ \Up41.S - --- V \ zo V @?AN HOUSE UNDER CONSTRUCTION 36 s \ \\ \ \/' \ \\ /�1 2 - - - \ --- - CA O .0- w - -- -- -- \ U --- 4 � ; NARY / ---- 4? r \ 44 o' \ \ \ 7 _ - \ - --- --- - --- - 0 46 \ p 4s A \ \ \ CORM 132 - \ FROM SEPTIC 8250� TANK 4,.5 \ �- -- - -- - -- - _ � \ \ \ \ \ 4$- \ oz - - - - v � \ � V A \ 'W ?0\ r INLETAT8" 36 SIDE PORT \ - s 2 yam 3$ \ \ 7 I \ w 4�0 V 3 - �s -lop - - 7 1" \ 0 TW 4. 3S0 @ - o 0004" s? EC \ - S0 B w399sW>s 4 4�g. q[GEOF_APVMcR�k ko,� 40?s O7)o1 sf�SRfReAs Ogo \ EDGE OF p . s \ \ - _ _ A VEMEN T VEN10 TFO8„ top4� ® BOXES 3 DIl A4 q-� El ETA< OD R "rY" ECTRIC 2-- 7 � \ C e , 752 86' \\ QY /V68 r \ 00, 6 W \ i 62 ®� \ S@ \ S4 / F��NO \ M�NCi S�R/i S 0� #S 0, F�F� UN,QFgoq�B� M 82s8 >,�F 20 GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. 80 r0 TOP VIEW INFILTRATOR SYSTEMS INC. QUICK4 PLUS STANDARD CHAMBER PRODUCT SPECIFICATION (NOT TO SCALE) INSPECTION PORT PROFILE HOLE #3, 8-30-2016 0 to 2 feet Topsoil, silty to clayey, blocky with roots. Thickness varies 2 to 4 feet Brown, silty clay 4 to 8 feet Light brown, silty sand with gypsum No ground water encountered DESIGN BASED ON LONG TERM ACCEPTANCE RATE OF 0.5 GPD/SF NUMBER OF BEDROOMS: 7 MAXIMUM DAILY FLOW = QMAX Qmax = 7 BEDROOMS X 2 PERSONS/BEDROOM X 75 GALLONS/PERSON/DAY QMAX = 1050 GPD SEPTIC TANK V = 1000 GALLONS FOR UP TO 3 BEDROOMS PLUS 250 GALLONS FOR EACH ADDITIONAL BEDROOM USE A 2000-GALLONS, TWO COMPARTMENTS, CONCRETE SEPTIC TANK ABSORPTION AREA DUE TO THE DEPTH OF 4 FEET TO THE LIGHT BROWN SILTY SAND WITH LTAR OF 0.5 GPD/SF , WE RECOMMEND THAT A SAND FILTER, 12-INCHES THICK BE PLACED AT THE BOTTOM OF ALL TRENCHES. THE INFILTRATORS WILL BE CONSTRUCTED ON TOP OF THE SAND FILTER. A = 1050GPD/0.50GPD/S.F. A = 2100 S.F. QUICK 4 PLUS, STANDARD INFILTRATOR CHAMBER SYSTEM IN A TRENCH CONFIGURATION WITH AN ALLOWED 30 PERCENT REDUCTION IN THE ABSORPTION AREA IS RECOMMENDED. Aadjusted = 1470 S.F. SURFACE AREA OF ONE QUICK4, PLUS STANDARD INFILTRATOR CHAMBER = 12 S.F. USE 123 QUICK4, PLUS, STANDARD, INFILTRATOR CHAMBERS IN TRENCHES AS SHOWN ON THE PLAN. NOTES: 1. BENDS IN THE BUILDING SEWER SHALL BE LIMITED TO 45 DEGREES. 2. THE SEPTIC TANK SHALL BE INSTALLED LEVEL. 3. THE TANK SHALL HAVE RISERS OVER EACH ACCESS MANHOLE AND ALL RISERS SHALL EXTEND TO OR ABOVE FINAL GRADE. 4. EACH RISER LEAD SHALL HAVE A SECURE CLOSING MECHANISM, SUCH AS A LOCK, SPECIAL HEADED BOLTS OR SCREWS, OR SUFFICIENT WEIGHT TO PREVENT UNAUTHORIZED ACCESS. 5. THE INFILTRATOR TRENCHES SHALL BE INSTALLED LEVEL, ALONG THE CONTOUR. 6. EXCAVATE THREE (3) FEET WIDE TRENCHES. THE HORIZONTAL DISTANCE FROM SIDEWALL TO SIDEWALL BETWEEN THE TRENCHES SHALL BE A MINIMUM OF SIX (6) FEET. 7. THE BOTTOM AND THE SIDEWALLS OF THE TRENCHES SHALL BE RAKED (IF NEEDED) TO ELIMINATE SMEARING. 7. INSTALL THE SAND FILTER MATERIAL IN THE BOTTOM OF THE TRENCH. THE DEPTH OF THE SAND FILTER WILL BE ONE FOOT BELOW THE BOTTOM OF THE TRENCHES. 8. THE SAND MUST HAVE AN EFFECTIVE SIZE BETWEEN 0.25 AND 0.60MM. THE UNIFORMITY COEFFICIENT MUST BE 4.0 OR LESS. MATERIAL MEETING ASTM 33, FOR CONCRETE SAND, WITH ONE PERCENT OR LESS FINES PASSING 200 MESH SIEVE MAY BE USED. A SAMPLE OF THE SAND MATERIAL (IN A SANDWICH BAG) WILL BE BROUGHT TO OUR OFFICE FOR TESTING TO VERIFY THE GRADATION 9. ASSEMBLE AND INSTALL THE INFILTRATOR CHAMBERS IN THE TRENCHES ACCORDING TO THE MANUFACTURERS RECOMMENDATIONS. 10. BACKFILL THE SIDEWALL AREA WITH NATIVE ON -SITE SOIL FOR PROPER SUPPORT. 11. BACKFILL THE TRENCHES WITH A MINIMUM OF 12 INCHES OF TAMPED SOIL COVER. 12. THE GRADING OVER THE LEACHFIELD WILL PREVENT COLLECTION OF WATER OVER THE SYSTEM. 13. AVOID VEHICLE TRAFFIC OVER THE SYSTEM. 14. ALL INSTALLATIONS SHALL MEET THE RULES AND REGULATIONS OF THE EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION, OWTS REG 43 AND THE EAGLE COUNTY PUBLIC HEALTH AGENCY ON -SITE WASTEWATER TREATMENT REGULATIONS. 15. FOR THE INSPECTION OF THE SEPTIC SYSTEM - NOTIFY THE DESIGN ENGINEER AND THE ECEH DEPARTMENT PRIOR TO BACKFILLING ANY PART OF THE SYSTEM TO SCHEDULE AN INSPECTION QUICK4 PLUS ALL -IN -ONE 12 END CAP 0 PRESSURIZED PIPE DRILL POINTS LOCATIONS SIDE VIEW END VIEW (2 PLACES) 48N 18N (EFFECTIVE LENGTH) 12' 13' [--34'J 33'INVERT NOTE: SITE PLAN BY BOBBY LADD, RAL ARCHITECTS. GENERALNOTES W H � W � J to Z LLI O O Q _ U) wz � W Q W O 1.- 0 W C/) CL W 0� 0 a Z 06 0� cn W O LLJ L.IQ.J W O W > V O V z O Z W �JO J W V~>Q^ >_�^^ J.LU W Q- vJ U) W0�>- W U W JOQ z W U U^) C G � U z O Q � 0 LU J W cD r 1;1M Q W F_ O 1. BEFORE DIGGING NOTIFY ALL APPLICABLE UTILITY COMPANIES. 2. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES. • 3. NOTES AND DETAILS ON SPECIFIC DRAWINGS TAKE 'Cal) ` O PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. v 4. CONFLICTS OR DISCREPANCIES WITH THE SEPTIC SYSTEM U DESIGN OR LAYOUT SHALL BE BROUGHT TO THE ATTENTION OF 0 THE ENGINEER IMMEDIATELY AND PRIOR TO PROCEEDING WITH Z WORK. of 5. ALL FINISH GRADES SHALL PROVIDE FOR NATURAL RUNOFF OF LU WATER WITHOUT LOW SPOTS OR POCKETS OVER THE W LEACHFIELD. 1-4 w CO Z 6. ALL DISTURBED AREAS WILL BE RESTORED AND REVEGETATED. fig 00 0zvVfVl OU a INFILTRATOR SYSTEMS INC. QUICK4 PLUS STANDARD CHAMBER H SERIAL DISTRIBUTION TYPICAL DETAIL SECTION VIEW (rPq 0W � (NOT TO SCALE) V NT a ti !-1 O x CO ESTABLISH VEGETATIVE COVER O pp 00 ' `''s•" NATIVE BACKFILL (TYP.) • Oco 4" PVC CD MIN. \ W 1� ADDED LL TO NEXT SANDLL :.Ps�•a�: g:.r: AND:F.ILTE.R.TRENCH FILTER O • F. 1 \ b4 .f. NATIVE SILTY SAND 2000 GALLON TWO COMPARTMENT SEPTIC TANK INLET MANHOLE ,,-'RISER SECTION 6'-8" Dimensions Capacities (gallons) Approximate Weights (pounds) W L H Tank Lid Baffle Wall Total 6'- 8" 12'- 8" 5' - 10" ±12008OBO 11,690 5145 1110 17,945 NOTE: The above septic tank is produced by Front Range Precast Concrete 0" 2952 r 0 DRAWN BY: L.P. CHECKED BY: L.P. PROJECT NO.: 15-3075 SEE REVISIONS BOX DATE: NOVEMBER 17, 2015 DRAWING NO.: 15-3075OWTS SHEET C-1 November 18, 2015 James May 307 N 36th Street, Suite 110 Quincy, IL 62301 email:mayjames84@aol.com RE: Soil and Site Evaluation Lot 41, Cordillera Filing No’s 1& 2 220 Casteel Ridge Eagle County, Colorado Project No. 15-3075 On November 9, 2015, we visited Lot 41, Cordillera Filing No’s 1& 2, 220 Casteel Ridge, Eagle County, Colorado. The lot is 2.14 acres and it is located in the Cordillera at the Divide subdivision. From U.S. Highway 6 in Edwards, head south on Squaw Creek Road to Cordillera Way. Continue on Cordillera Way for about 2.7 miles to Casteel Ridge Road. Turn left on Casteel Ridge and continue for about 1000 feet. The property is on the left. On the property there is a house under construction. In 2006 a septic system was designed for the residence, but was never constructed. The old design was based on an assumed percolation/application rate. The old septic design will be updated to conform to the new regulation, OWTS #43. The purpose of our site visits was to evaluate the area to the north (back yard) of the residence for the proposed location of the septic system. !Preliminary Investigation G Address:220 Casteel Ridge, Cordillera, Eagle County, Colorado G Legal Description:Lot 41, Cordillera Filing No’s 1&2. G Existing Structures:There is a building under construction on the property that had been abandoned since 2009 and will now be completed under new ownership. G Location of existing and proposed wells on property:There are no wells on the property. G ECEHD records:They had the old septic permit with the old design drawing on file, including two photographs of the old profile hole. G Topography:The topography of the property varies. Within the proposed leachfield site, the topography is moderate, at about 29 to 30 percent slope. For the next 60 feet it is at about 33 percent and for the next 40 to 50 feet it is at about 50 percent. At the base is Cordillera Way. G Soil Data:The soil encountered in the profile hole consisted of about three feet of topsoil with roots underlain by five feet of brown, silty sand with gypsum. Ground water was not encountered. G Location of applicable setbacks in Table 7-1 !Reconnaissance G Landscape position:The proposed leachfield site will be in the back yard, north of the residence, The yard starts with a longitudinal bench behind P.O. Box 724, Eagle, CO 81631 www.lkpengineering.com 220 Casteel Ridge Soil/Site Evaluation Report Page 2 of 3 November 18, 2015 Project No. 15-3075 the house and next to the patio, and then changes to a convex shape toward the bottom of the hill to the road. G Topography:The topography of the proposed leachfield site is moderate. G Vegetation:The vegetation of the proposed leachfield site consisted of aspen forest and service berry bushes. G Natural and cultural features:There are no natural and cultural features on the property. G Current and historic land use:Presently the property is used as a residential subdivision. Based on available records, previously it was used for livestock grazing. !Detailed Soil Investigation G Visual and tactile evaluation of two or more soil profiles in a test pit excavation; OR G Percolation tests plus one or more soil profile holes or one or more profile test pit excavations:Due to the snow and cold overnight temperatures, the information from the existing profile hole will be used to estimate the long term acceptance rate for the design. A percolation test will be performed in spring, after the snow is melted to verify the assumed soil characteristics. !Report and Site Plan G Name, address, telephone number, email address, and credentials and qualifications of individual who conducted site evaluation:This site evaluation was completed by Luiza Petrovska, PE, of LKP Engineering, Inc. LKP Engineering, Inc. Mailing address for LKP Engineering is P.O. Box 724, Eagle, Colorado, 81631. The phone number is 970-328-0580 and Luiza’s email is luiza@lkpeng.com G Dates of preliminary and detailed evaluation:November 9, 2015. G A graphic soil log, to scale:Attached G Setback distances in Table 7-1:Leachfield to building, 37'+, building to septic tank 23'+, Leachfield to property lines 45'+. G Setback distances in Table 7-2: No well, pond, creek, gulch or cut bank, From STA to restrictive layer 4 feet +. G A drawing (to scale) with complete property boundary lines on minimum of 8.5 x 11" #Label profile test pits/holes #North Arrow #Graphic scale #Horizontal and vertical reference points of proposed STA #Contours OR slope direction and % slope #Location of any visible or known unsuitable, disturbed, or compacted soils LKP Engineering, Inc. 220 Casteel Ridge Soil/Site Evaluation Report Page 3 of 3 November 18, 2015 Project No. 15-3075 #The proposed elevation of the infiltrative surface of the STA from benchmark or ground surface G Anticipated construction related issues:Steep access. G Assessment of known or foreseeable land use changes expected to affect the system performance:None known. G Narrative explaining difficulties encountered during site evaluation: Snow-covered site and steep access to the leachfield area. Locations of setbacks are shown on the septic system design. The graphic soil log is appended to this report. Sincerely, LKP Engineering, Inc. Luiza Petrovska, PE Enclosure J:\_WP X4-LKP\_2015\15-3075Soil-eval.wpd LLKKPP EEnnggiinneeeerriinngg,, IInncc.. DATE OBSERVED: OCTOBER 25, 2006 PROFILE HOLE ELEVATION: S S Y A DEPTH M M DESCRIPTION OF MATERIAL LABORATORY REMARKS FEET B P AND SAMPLE LOCATION TEST RESULTS O L L E Topsoil with roots Brown, silty sand with gypsum 5 Bottom of Test Pit 0 8 feet 10 15 20 LEGEND: m — 2—inch O.D. California Liner Sample ■ — Bulk Sample DD — Natural Dry Density (pcf) MC — Natural Moisture Content (90) —200 — Percent Passing No. 200 Sieve LL — Liquid Limit Pl — Plasticity Index GW — Ground water LKP ENGINEERING, INC. SUBSURFACE EXPLORATION LOG PROJECT NO.: 15—JO75 RGURE NO.: 1 /V,3r \ \ \ \ \ \ ? n Profile hole No. 2 at 2 feet, Long Term Acceptance Rate, LTAR = 0.2 gpd/sf 6 24 �� ; \ \ \ \ \ \ \ - \ ¢ �+U Profile hole No. 2 at 4 feet, Long Term Acceptance Rate, LTAR = 0.5 gpd/sf PROFILE HOLE #1, 10-25-2006 PROFILE HOLE #2, 8-30-2016 7 7/ \ \ 44)\- \ \ \ \ \ \ \ \ 0 to 3 feet Topsoil 0 to 2 feet Topsoil, clayey with roots \ ,q \ \ 3 to 8 feet Brown, silty sand with gypsum 2 to 4 feet Light brown, silty clay O 4olk�N ��Q \ \ \ \ \ \ \ \ No ground water encountered 4 to 5 feet Light brown, silty sand (Silt Loam) 4SS \ � \ \ \ \ \ \ \ \ \ \ �\ �\ \ \ \ \ \ with gypsum 5 to 7.5 feet Reddish -brown, silty to clayey, sandy gravel with angular rock fragments \ OO \ \ ?_ _ \ No ground water encountered \ = M 01- DESIGN CALCULATIONS 401, so q \ \ \ \` \\ \ \ \ \\ \\\---Jl\\\\� IVQ \ \ \ \ \ -----_ �___-- BOq�kET 90 q T p F \FST \ \ G DER�k 638wgTER q E �95�\N E `\ \ \ \ \ \ \\\\ - - ���\\\\\ \ \ \ \ No. V FR qT pgEgSEt�vx \ 2�7 OM q GE 8\212 4T 0 \ \ \ d� q \ INSPECTIONPOR� \\ \\ O\ ` \\ \\ \ \ \\\\� ---�/ 7+/ PROFILE HOLE #1 4-INCH DIAMETER SDR35, \ 910 25 2006 \ \ i \ \ THE LOCATION OF THE PROFILE \ \ \ \ \ \ �'`\qSp \ \ PROFILh HOLE - 3 _ EFFLUENT LINE v \ �� v v v v v - _ _ II - HOLES IS APPROXIMATE. IT IS \ \ 145 / O 8-30 2016 �� / �\ �� \ \\\\ \ \ \ NOT BASED ON A SURVEY v -O N` OP 890, 2000 GALLONS, \ CD TWO -COMPARTMENTS, \ \ \ QUICK 4, PLUS STANDAR CWO CONCRETE SEPTIC \ �, TANK INFILTRATOR CHAMBER \\ \ A A6 s \ \\ /M \ a NUMBER OF INFILTRATORS PER TRENCH (TYPICAL) \ \ �7 63 FEET OF 4-INCH \ 14 \\�S�'' \ 6' MINIMUM --- _ DIAMETER, SDR35, \\ , \ \ - -8200 BUILDING SEWER LINE \ 1s , \ ? V �0 0@ v v - - PROFILE HOLE - 2 C9,190 - _ -_ \ \\ 20 �853+/ \\ �v �v -- -- - - - - v-_ v \ \ 8 30 2016 \ _ 25 ` \ LEANOUT - \ \ \ - v O441+1- 12\ \ \ 25 \ 30 8210 01 \ 2 � �' Tj� v v v SERIAL .3.2 \DISTRIBUTION \ \ \ \ \ S =--� v v v v A v d (SEE DETAIL) \ \ d 'e- a�� \ 34\ \ \ V A\ \Up41.S - --- V \ zo V @?AN HOUSE UNDER CONSTRUCTION 36 s \ \\ \ \/' \ \\ /�1 2 - - - \ --- - CA O .0- w - -- -- -- \ U --- 4 � ; NARY / ---- 4? r \ 44 o' \ \ \ 7 _ - \ - --- --- - --- - 0 46 \ p 4s A \ \ \ CORM 132 - \ FROM SEPTIC 8250� TANK 4,.5 \ �- -- - -- - -- - _ � \ \ \ \ \ 4$- \ oz - - - - v � \ � V A \ 'W ?0\ r INLETAT8" 36 SIDE PORT \ - s 2 yam 3$ \ \ 7 I \ w 4�0 V 3 - �s -lop - - 7 1" \ 0 TW 4. 3S0 @ - o 0004" s? EC \ - S0 B w399sW>s 4 4�g. q[GEOF_APVMcR�k ko,� 40?s O7)o1 sf�SRfReAs Ogo \ EDGE OF p . s \ \ - _ _ A VEMEN T VEN10 TFO8„ top4� ® BOXES 3 DIl A4 q-� El ETA< OD R "rY" ECTRIC 2-- 7 � \ C e , 752 86' \\ QY /V68 r \ 00, 6 W \ i 62 ®� \ S@ \ S4 / F��NO \ M�NCi S�R/i S 0� #S 0, F�F� UN,QFgoq�B� M 82s8 >,�F 20 GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. 80 r0 TOP VIEW INFILTRATOR SYSTEMS INC. QUICK4 PLUS STANDARD CHAMBER PRODUCT SPECIFICATION (NOT TO SCALE) INSPECTION PORT PROFILE HOLE #3, 8-30-2016 0 to 2 feet Topsoil, silty to clayey, blocky with roots. Thickness varies 2 to 4 feet Brown, silty clay 4 to 8 feet Light brown, silty sand with gypsum No ground water encountered DESIGN BASED ON LONG TERM ACCEPTANCE RATE OF 0.5 GPD/SF NUMBER OF BEDROOMS: 7 MAXIMUM DAILY FLOW = QMAX Qmax = 7 BEDROOMS X 2 PERSONS/BEDROOM X 75 GALLONS/PERSON/DAY QMAX = 1050 GPD SEPTIC TANK V = 1000 GALLONS FOR UP TO 3 BEDROOMS PLUS 250 GALLONS FOR EACH ADDITIONAL BEDROOM USE A 2000-GALLONS, TWO COMPARTMENTS, CONCRETE SEPTIC TANK ABSORPTION AREA DUE TO THE DEPTH OF 4 FEET TO THE LIGHT BROWN SILTY SAND WITH LTAR OF 0.5 GPD/SF , WE RECOMMEND THAT A SAND FILTER, 12-INCHES THICK BE PLACED AT THE BOTTOM OF ALL TRENCHES. THE INFILTRATORS WILL BE CONSTRUCTED ON TOP OF THE SAND FILTER. A = 1050GPD/0.50GPD/S.F. A = 2100 S.F. QUICK 4 PLUS, STANDARD INFILTRATOR CHAMBER SYSTEM IN A TRENCH CONFIGURATION WITH AN ALLOWED 30 PERCENT REDUCTION IN THE ABSORPTION AREA IS RECOMMENDED. Aadjusted = 1470 S.F. SURFACE AREA OF ONE QUICK4, PLUS STANDARD INFILTRATOR CHAMBER = 12 S.F. USE 123 QUICK4, PLUS, STANDARD, INFILTRATOR CHAMBERS IN TRENCHES AS SHOWN ON THE PLAN. NOTES: 1. BENDS IN THE BUILDING SEWER SHALL BE LIMITED TO 45 DEGREES. 2. THE SEPTIC TANK SHALL BE INSTALLED LEVEL. 3. THE TANK SHALL HAVE RISERS OVER EACH ACCESS MANHOLE AND ALL RISERS SHALL EXTEND TO OR ABOVE FINAL GRADE. 4. EACH RISER LEAD SHALL HAVE A SECURE CLOSING MECHANISM, SUCH AS A LOCK, SPECIAL HEADED BOLTS OR SCREWS, OR SUFFICIENT WEIGHT TO PREVENT UNAUTHORIZED ACCESS. 5. THE INFILTRATOR TRENCHES SHALL BE INSTALLED LEVEL, ALONG THE CONTOUR. 6. EXCAVATE THREE (3) FEET WIDE TRENCHES. THE HORIZONTAL DISTANCE FROM SIDEWALL TO SIDEWALL BETWEEN THE TRENCHES SHALL BE A MINIMUM OF SIX (6) FEET. 7. THE BOTTOM AND THE SIDEWALLS OF THE TRENCHES SHALL BE RAKED (IF NEEDED) TO ELIMINATE SMEARING. 7. INSTALL THE SAND FILTER MATERIAL IN THE BOTTOM OF THE TRENCH. THE DEPTH OF THE SAND FILTER WILL BE ONE FOOT BELOW THE BOTTOM OF THE TRENCHES. 8. THE SAND MUST HAVE AN EFFECTIVE SIZE BETWEEN 0.25 AND 0.60MM. THE UNIFORMITY COEFFICIENT MUST BE 4.0 OR LESS. MATERIAL MEETING ASTM 33, FOR CONCRETE SAND, WITH ONE PERCENT OR LESS FINES PASSING 200 MESH SIEVE MAY BE USED. A SAMPLE OF THE SAND MATERIAL (IN A SANDWICH BAG) WILL BE BROUGHT TO OUR OFFICE FOR TESTING TO VERIFY THE GRADATION 9. ASSEMBLE AND INSTALL THE INFILTRATOR CHAMBERS IN THE TRENCHES ACCORDING TO THE MANUFACTURERS RECOMMENDATIONS. 10. BACKFILL THE SIDEWALL AREA WITH NATIVE ON -SITE SOIL FOR PROPER SUPPORT. 11. BACKFILL THE TRENCHES WITH A MINIMUM OF 12 INCHES OF TAMPED SOIL COVER. 12. THE GRADING OVER THE LEACHFIELD WILL PREVENT COLLECTION OF WATER OVER THE SYSTEM. 13. AVOID VEHICLE TRAFFIC OVER THE SYSTEM. 14. ALL INSTALLATIONS SHALL MEET THE RULES AND REGULATIONS OF THE EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION, OWTS REG 43 AND THE EAGLE COUNTY PUBLIC HEALTH AGENCY ON -SITE WASTEWATER TREATMENT REGULATIONS. 15. FOR THE INSPECTION OF THE SEPTIC SYSTEM - NOTIFY THE DESIGN ENGINEER AND THE ECEH DEPARTMENT PRIOR TO BACKFILLING ANY PART OF THE SYSTEM TO SCHEDULE AN INSPECTION QUICK4 PLUS ALL -IN -ONE 12 END CAP 0 PRESSURIZED PIPE DRILL POINTS LOCATIONS SIDE VIEW END VIEW (2 PLACES) 48N 18N (EFFECTIVE LENGTH) 12' 13' [--34'J 33'INVERT NOTE: SITE PLAN BY BOBBY LADD, RAL ARCHITECTS. GENERALNOTES W H � W � J to Z LLI O O Q _ U) wz � W Q W O 1.- 0 W C/) CL W 0� 0 a Z 06 0� cn W O LLJ L.IQ.J W O W > V O V z O Z W �JO J W V~>Q^ >_�^^ J.LU W Q- vJ U) W0�>- W U W JOQ z W U U^) C G � U z O Q � 0 LU J W cD r 1;1M Q W F_ O 1. BEFORE DIGGING NOTIFY ALL APPLICABLE UTILITY COMPANIES. 2. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES. • 3. NOTES AND DETAILS ON SPECIFIC DRAWINGS TAKE 'Cal) ` O PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. v 4. CONFLICTS OR DISCREPANCIES WITH THE SEPTIC SYSTEM U DESIGN OR LAYOUT SHALL BE BROUGHT TO THE ATTENTION OF 0 THE ENGINEER IMMEDIATELY AND PRIOR TO PROCEEDING WITH Z WORK. of 5. ALL FINISH GRADES SHALL PROVIDE FOR NATURAL RUNOFF OF LU WATER WITHOUT LOW SPOTS OR POCKETS OVER THE W LEACHFIELD. 1-4 w CO Z 6. ALL DISTURBED AREAS WILL BE RESTORED AND REVEGETATED. fig 00 0zvVfVl OU a INFILTRATOR SYSTEMS INC. QUICK4 PLUS STANDARD CHAMBER H SERIAL DISTRIBUTION TYPICAL DETAIL SECTION VIEW (rPq 0W � (NOT TO SCALE) V NT a ti !-1 O x CO ESTABLISH VEGETATIVE COVER O pp 00 ' `''s•" NATIVE BACKFILL (TYP.) • Oco 4" PVC CD MIN. \ W 1� ADDED LL TO NEXT SANDLL :.Ps�•a�: g:.r: AND:F.ILTE.R.TRENCH FILTER O • F. 1 \ b4 .f. NATIVE SILTY SAND 2000 GALLON TWO COMPARTMENT SEPTIC TANK INLET MANHOLE ,,-'RISER SECTION 6'-8" Dimensions Capacities (gallons) Approximate Weights (pounds) W L H Tank Lid Baffle Wall Total 6'- 8" 12'- 8" 5' - 10" ±12008OBO 11,690 5145 1110 17,945 NOTE: The above septic tank is produced by Front Range Precast Concrete 0" 2952 r 0 DRAWN BY: L.P. CHECKED BY: L.P. PROJECT NO.: 15-3075 SEE REVISIONS BOX DATE: NOVEMBER 17, 2015 DRAWING NO.: 15-3075OWTS SHEET C-1 .a c o� tict) cao�ay�c �z mtLj O -3 F w W a z m 0 mom 0 cnC m r c') 0 m W > 0 : m o-a 2 oX k /TI O to Il 0 0 A v r c cn D r r z 0 z m N m z v 0 D a z m m 0 O z O 6" 0 r.� 3 r � a3 D y� m m Z O 0z v m �° o F Rl D N ~O 0 x. 03 J o N U1 0 cn m n 0 D z O 0 -1 m ooco m -0 0 O m O C� m n co D z co r r YI w o o m o Ln c 0 m A C FZ n v�� I,v a zCDo Nmzcn ;2v� m�1D�m 5,05 >0cci) Z m n W m z r m J �r I I I� I I I I / 15f, I I I / i n �'SA a� ///3�L'092 «62 9Z.00 N I �a U / / / I I A A- / / / io0o o / _ _ / ZDT/ I Oc�N / / z 0 �O �mrmri / czi�o / _ ` ° Aw / tiw // °' / /��� / mmy / / / mImo M> E v �p� /�� C / ,r0Z / / um) ME / r� \-:D co co� �� mc�wi,= z-1ZO ' / mm m ti O / A / / �/ / Z ' p a � co O C) O C � /+ Y I C6 y/ --w / / / / /' / !"7 ' / / / / U9' /' o /' o �� I / / �, P� ° vl g co I I I I I I m I< 0 1 p rI I ZI I m w I I 1 I I I ti I I I O l l (z)/ I I o N/ • i' l I I II I � ' I j I 10 /�/ /l � I I � I I I I � I � � II / / �/ �ti � T o° z �Q), DA mm a�`I ° p I / c z ' I r- I I I o I a I I I I0 � �m�� per' I�° II � � a I I I � I / ao °� I I I I I I` I ' I ( a I I I I I I I q c I I I / O I I iv I I I l N I � ICID II oo_ ti I / l l � A Ow . l � l l �/ a I NJ ti Its a mom,/ 0 22 D J m oo + -- 0ob / /N 0/ 0 ov >m m —m2 0o cnz cn 1 m \ C / o o' 9 ww� mm�m o m� // \\ ; m cU) C�mO n i m m m 0 cmE 0- D OT -0 O s,.. m z m cn m >22 Az v � T cn r ZomFa -I o Q C wO 0 Z Z p cn cn m v m D=- rDz m0000 D� F D D D D O m -w 8 m Z llD m z �=m��m1�Om��r-T m O T T z z T m D O � O r0(nZ�:o D Fn cpmm (Zjzm�O � oz c°o0° A-o00=ci p <mDcny z D rOOm m� ),> r-O X �w 0=n0(rn 00 � -0 �DmzO p D m r v m z T � �r r r r.- <mZD-0 D r 0DWm m *r- m BOG _� m Op mco::�mn err p mT omm=z1 DD m� -J-=off mW o Oz 0 m-Z Cm z m e O m m o, W F 0 A;0 c�D�D> r— m m� omcl) On m c zmcci)y mE m o OOmF cn-0 D -n �0 zz m O = O 0 m 0 T _ __ z A W N P W V PCn A W Np T2mDD( --1 W �Dm��m�C(nmm�� W (mn O m Z r «S D D 2 (n r 2 0 X 2 Z D X 2 2 m AD<rOcmm�nmcn�m�C)mymc)�mmz lozomG)mT�mzWO<z�n=z>coo mSO�G�y��zwDO�mDT2D�ozm— z� Dr= o��cmm��m�0=m���Z cnmmr- z==�' �OD��x_m�Ocnc�= Z n D D r 2 N D r 0= m n�DOm p�cnmoDzmm0o0mDAr-zm �02z� mm�ZC1Z�0�m oDCOpDp=�� Ozm�D �zmm�z=mw�n000=0GD20 Z(nD=T �=Dc�i�D.mmTmmrDmmDz m'�Dc� mm��� cnZmZc�i�c�i�pT�pO m= p r D m 2 o -= 0= z MW w m Sao < I'n��n= mm m �DDmmm cnW cnmM, n=D�z D�Ocn n< Xwzm m m O cn mmp�� TD��T >mm= �D�Om� �yZ=r" �E2zr 00�� �mmAPD pm < OzzDD TSZo' '2 mmr C 4 C-j_ 0 2i cn 2 Z O D co � mm rE<Z;1 m2mZ 7 =Gr mymDE mmp,= ���D m0 nmi ZE W Zp <Nczi� mmmm nz m m O m m-- W m 2 0 m 0 0 <:op0 O=� N (n�0< �m E O �m�� Om0 z =zO�m �C� z cAn S C= D A p r � D E r RJ 2 = 0 omC��O m rf-Z,r SZ pr G) m�0z �D� � ooprp �cn m co— cn p>m mTOz -� D m zOnm zm0 z Dim, MC m m z �_ Tim 2 m�zm m= r m m 0-n < m � m O m n z m m m m D m m cm pOG0 0 im00 0 U) D W O < m;o ;o 0 Ocn z m 0 m a:p n OC z O o D O � m r- m m 0 O D r C cn cn c DDODDcoD v r C n ii D m C<cn cn ii m COE D ZD 0 c m m m 55 T a r (n O c O n; m m v �_ D v X x (n (n m w n m A ow0 0 m N o n X �� C z z z D ° cwrTmzO oDz con W E m 0 OD D T z m �mcn o�z G)�� Off- Wm n A D om� cs,rD oC�m Pp gyp- m0 r O r T cnX- m z D D rZ 0 T 00T r �O D p Z C 0 z p 0 O c) p O z O cn m �� cnz T7 �� A x x ii N U)> czi> D OC m2 D 0 Z Om mE Jc m DD D A n F � 0 E0 X O m 0 -u 0x m0 z r m m 20 cn m 66 m Z � M r 0 D m= z m O A "'m c�� x ° X 00 �A Z> cn n m D --< ct) OF m 0 D m coo � Zm mu' r z X D > cn-0 z m 0 z mZ DD v� jm cn m x i � n m a:S In nn � m z E n Z z D z 0 T m m E2 �0 y cn U Ko q -< O u D z pZ p m p cf) U) mG) r- m Z: O �n C A 07 m z � ,x 0z z O 0 2 m a = D D z O c0 � 'o m m— � <zcmn0 m=-0m o= m m n 0 cn p (n Qg cc) Drm mcnDx 3 T C n mmOD 000wmmp c');o * zo z (zrnz0 T Z -0 'o Dco OO; mm� =Gz)Do mm cnrn � x 0 m 0 r- m E��0 O z0 m �;o M m> z U)m� Z°� O T m 2 m N m z O n CIVIL/GEOTECHNICAL O N S I T E WASTEWATER TREATMENT SYSTEM DESIGN 4_ •V 9V-f7+Q''y 0220 CASTEEL RIDGE LKP,Engineering, In c.LOT 41, CORDILLERA FILING NOS 1 &2 'S``' EAGLE COUNTY COLORADO P.O. BOX 724 EAGLE, CO 81631 OFFICE (970) 328-0580 WWW.LKPENGINEERING.COM MAY RESIDENCE NO. DATE DESCRIPTION BY Claire Lewandowski <claire.lewandowski@eaglecounty.us> RE: Project # 15-3075 at 220 Casteel Ridge, Cordillera - OWTS-11-15-13853 12 messages Giovanna Harkay <giovanna.harkay@eaglecounty.us>Wed, Jan 24, 2018 at 2:55 PM To: Luiza Petrovska <luiza@lkpeng.com> Cc: #environment <environment@eaglecounty.us> Hello, Luiza. Do you happen to have any updates for the referenced above?, please, let us know what is the status of this project. Thank you, Giovanna Harkay Administrative Tech IV Eagle County Government Environmental Health Department 590 Broadway, Eagle. CO. 81631 environment@eaglecounty.us - (970) 328-8755 giovanna.harkay@eaglecounty.us - Ext 8763 Luiza Petrovska <luiza@lkpeng.com>Thu, Jan 25, 2018 at 10:06 AM To: Giovanna Harkay <giovanna.harkay@eaglecounty.us> Cc: #environment <environment@eaglecounty.us> Hi Giovanna, Here are the final documents. Thank you, Luiza Petrovska, PE LKP Engineering, Inc. Civil/Geotechnical P.O. Box 724 Eagle, CO 81631 Cell: 970-390-0307 E-mail: luiza@lkpeng.com www.lkpengineering.com Privileged/Confidential Information may be contained in this message and any related attachments. If you are not the addressee indicated in this message (or responsible for delivery of the message to such person), you may not copy, review, distribute or forward the contents of this message to anyone. In such case, you should delete this message from your computer and kindly notify the sender by reply email. Thank you. From: Giovanna Harkay [mailto:giovanna.harkay@eaglecounty.us] Sent: Wednesday, January 24, 2018 2:55 PM To: Luiza Petrovska <luiza@lkpeng.com> Cc: #environment <environment@eaglecounty.us> Subject: RE: Project # 15-3075 at 220 Casteel Ridge, Cordillera - OWTS-11-15-13853 [Quoted text hidden] 21 attachments IMG_3585East End.JPG 561K IMG_3588West End-1.JPG 531K IMG_3589WestEnd.JPG 536K IMG_3590STA.JPG 595K IMG_3593STA2.JPG 454K IMG_5437Septic Tank Covers.JPG 791K IMG_5438Tank covers2.JPG 687K IMG_5439EastEndBackfilled.JPG 744K IMG_5440tank to 1st.JPG 702K IMG_5451STA Backfilled.JPG 320K IMG_5503Inlet 1st trench.JPG 405K IMG_5507ValleyPrecsat2000gal.JPG 422K IMG_5508Bldg Sewer Line.JPG 441K IMG_5514Cleanout-black pipe.JPG 233K IMG_5515Cleanout.JPG 399K IMG_5516Effluent.JPG 399K IMG_5517effluent turn.JPG 469K IMG_5519Bldg sewer.JPG 376K IMG_5520bldg to tank.JPG 396K 15-3075OSI osi (1).pdf 243K 16-3075osiQ4Plus(Stamp).pdf 67K Claire Lewandowski <claire.lewandowski@eaglecounty.us>Thu, Jan 25, 2018 at 2:42 PM To: Luiza Petrovska <luiza@lkpeng.com> Cc: Giovanna Harkay <giovanna.harkay@eaglecounty.us>, #environment <environment@eaglecounty.us> Received. Thank you, Luiza! [Quoted text hidden] -- Claire E. Lewandowski, REHS Environmental Health Specialist II Eagle County Environmental Health P 970-328-8747 F 970-328-8788 claire.lewandowski@eaglecounty.us environment@eaglecounty.us P.O. Box 179 590 Broadway Eagle, CO 81631 www.eaglecounty.us Luiza Petrovska <luiza@lkpeng.com>Thu, Jan 25, 2018 at 2:43 PM To: Claire Lewandowski <claire.lewandowski@eaglecounty.us> Cc: Giovanna Harkay <giovanna.harkay@eaglecounty.us>, #environment <environment@eaglecounty.us> You are welcome! Luiza From: Claire Lewandowski [mailto:claire.lewandowski@eaglecounty.us] Sent: Thursday, January 25, 2018 2:43 PM To: Luiza Petrovska <luiza@lkpeng.com> Cc: Giovanna Harkay <giovanna.harkay@eaglecounty.us>; #environment <environment@eaglecounty.us> Subject: Re: Project # 15-3075 at 220 Casteel Ridge, Cordillera - OWTS-11-15-13853 [Quoted text hidden] Claire Lewandowski <claire.lewandowski@eaglecounty.us>Fri, Jan 26, 2018 at 2:39 PM To: Luiza Petrovska <luiza@lkpeng.com> Cc: Giovanna Harkay <giovanna.harkay@eaglecounty.us>, #environment <environment@eaglecounty.us> Hi Luiza, The permit stipulated, "A sample of the sand material must be taken to the design engineer for verification that the sand meets the required specifications before the sand is placed." Can you confirm that you performed a gradation of the sand before or at the time it was placed? Thanks! On Thu, Jan 25, 2018 at 10:06 AM, Luiza Petrovska <luiza@lkpeng.com> wrote: [Quoted text hidden] -- Claire E. Lewandowski, REHS Environmental Health Specialist II Eagle County Environmental Health P 970-328-8747 F 970-328-8788 claire.lewandowski@eaglecounty.us environment@eaglecounty.us P.O. Box 179 590 Broadway Eagle, CO 81631 www.eaglecounty.us Luiza Petrovska <luiza@lkpeng.com>Fri, Jan 26, 2018 at 6:13 PM To: Claire Lewandowski <claire.lewandowski@eaglecounty.us> Cc: Giovanna Harkay <giovanna.harkay@eaglecounty.us>, #environment <environment@eaglecounty.us> Hi Claire, Unfortunately, that was not done. Luiza From: Claire Lewandowski [mailto:claire.lewandowski@eaglecounty.us] Sent: Friday, January 26, 2018 2:40 PM To: Luiza Petrovska <luiza@lkpeng.com> Cc: Giovanna Harkay <giovanna.harkay@eaglecounty.us>; #environment <environment@eaglecounty.us> Subject: Re: Project # 15-3075 at 220 Casteel Ridge, Cordillera - OWTS-11-15-13853 [Quoted text hidden] Ray Merry <ray.merry@eaglecounty.us>Sat, Jan 27, 2018 at 1:31 PM To: Luiza Petrovska <luiza@lkpeng.com> Cc: Claire Lewandowski <claire.lewandowski@eaglecounty.us>, Giovanna Harkay <giovanna.harkay@eaglecounty.us>, #environment <environment@eaglecounty.us> Maybe the contractor can obtain the gradation from the provider of the sand? They usually maintain records of their materials at some frequency so they might be able to pinpoint the gradation based on sale date? What do you think, Luiza? [Quoted text hidden] -- Raymond P. Merry, REHS Director of Environmental Health PO Box 179 Eagle, CO 81631 970.328.8757 ray.merry@eaglecounty.us P Thanks for not printing electronic media Luiza Petrovska <luiza@lkpeng.com>Sat, Jan 27, 2018 at 1:58 PM To: Ray Merry <ray.merry@eaglecounty.us> Cc: Claire Lewandowski <claire.lewandowski@eaglecounty.us>, Giovanna Harkay <giovanna.harkay@eaglecounty.us>, #environment <environment@eaglecounty.us> I’ll try that and let you know. Thank you, Sent from my iPhone Luiza Petrovska, PE LKP Engineering, Inc. P. O. Box 724 Eagle, CO 81631 Luiza@lkpeng.com www.lkpengineering.com Mobile: 970-390-0307 [Quoted text hidden] Ray Merry <ray.merry@eaglecounty.us>Sat, Jan 27, 2018 at 2:00 PM To: Luiza Petrovska <luiza@lkpeng.com> Cc: Claire Lewandowski <claire.lewandowski@eaglecounty.us>, Giovanna Harkay <giovanna.harkay@eaglecounty.us>, #environment <environment@eaglecounty.us> Thanks a bunch! [Quoted text hidden] Claire Lewandowski <claire.lewandowski@eaglecounty.us>Fri, Feb 23, 2018 at 9:03 AM To: Luiza Petrovska <luiza@lkpeng.com> Cc: Ray Merry <ray.merry@eaglecounty.us>, Giovanna Harkay <giovanna.harkay@eaglecounty.us>, #environment <environment@eaglecounty.us> Hi Luiza, Did you find out if the contractor is able to get a gradation analysis of the sand? If not, let's move forward. Sand gradation would be a good topic for us to discuss at this years annual meeting, especially with the changes in the Reg 43 revision. Regards, Claire [Quoted text hidden] Luiza Petrovska <luiza@lkpeng.com>Fri, Feb 23, 2018 at 9:11 AM To: Claire Lewandowski <claire.lewandowski@eaglecounty.us> Cc: Ray Merry <ray.merry@eaglecounty.us>, Giovanna Harkay <giovanna.harkay@eaglecounty.us>, #environment <environment@eaglecounty.us> Hi Claire, The project manager does not return phone calls or pay bills. This project has been going on since 2006. It has gone through, bankruptcies, different owners, and project managers and for the most part no one is working on it. If you drive by the property it looks like an abandoned castle. I talked to the installer and he was going to bring me either a sample or gradation analysis from the gravel pit, but I haven’t received it yet. Thank you, Luiza Petrovska, PE LKP Engineering, Inc. Civil/Geotechnical P.O. Box 724 Eagle, CO 81631 Cell: 970-390-0307 E-mail: luiza@lkpeng.com www.lkpengineering.com Privileged/Confidential Information may be contained in this message and any related attachments. If you are not the addressee indicated in this message (or responsible for delivery of the message to such person), you may not copy, review, distribute or forward the contents of this message to anyone. In such case, you should delete this message from your computer and kindly notify the sender by reply email. Thank you. From: Claire Lewandowski [mailto:claire.lewandowski@eaglecounty.us] Sent: Friday, February 23, 2018 9:03 AM To: Luiza Petrovska <luiza@lkpeng.com> Cc: Ray Merry <ray.merry@eaglecounty.us>; Giovanna Harkay <giovanna.harkay@eaglecounty.us>; #environment <environment@eaglecounty.us> [Quoted text hidden] [Quoted text hidden] Claire Lewandowski <claire.lewandowski@eaglecounty.us>Fri, Feb 23, 2018 at 9:30 AM To: Luiza Petrovska <luiza@lkpeng.com> Cc: Ray Merry <ray.merry@eaglecounty.us>, Giovanna Harkay <giovanna.harkay@eaglecounty.us>, #environment <environment@eaglecounty.us> Okay, I will make a note of that but it sounds like no one is in a rush to get CO. We are trying to clean our files up before we transfer to an upgraded permitting software. Keep us uptodate if you receive anything. Thanks! [Quoted text hidden] EAGLE COUNTY Claire Lewandowski <claire.lewandowski@eaglecounty.us> RE: Project # 15-3075 at 220 Casteel Ridge, Cordillera - OWTS-11-15-13853 13 messages Giovanna Harkay <giovanna.harkay@eaglecounty.us> To: Luiza Petrovska <luiza@lkpeng.com> Cc: #environment <environment@eaglecounty.us> Wed, Jan 24, 2018 at 2:55 PM Hello, Luiza. Do you happen to have any updates for the referenced above?, please, let us know what is the status of this project. Thank you, Giovanna Harkay Administrative Tech IV Eagle County Government Environmental Health Department 590 Broadway, Eagle. CO. 81631 environment@eaglecounty.us - (970) 328-8755 giovanna.harkay@eaglecounty.us - Ext 8763 Luiza Petrovska <luiza@lkpeng.com> To: Giovanna Harkay <giovanna.harkay@eaglecounty.us> Cc: #environment <environment@eaglecounty.us> Hi Giovanna, Here are the final documents. Thank you, Luiza Petrovska, PE LKP Engineering, Inc. Civil/Geotechnical P.O. Box 724 Eagle, CO 81631 Cell: 970-390-0307 E-mail: luiza@lkpeng.com www.lkpengineering.com Thu, Jan 25, 2018 at 10:06 AM Privileged/Confidential Information may be contained in this message and any related attachments. If you are not the addressee indicated in this message (or responsible for delivery of the message to such person), you may not copy, review, distribute or forward the contents of this message to anyone. In such case, you should delete this message from your computer and kindly notify the sender by reply email. Thank you. From: Giovanna Harkay [mailto:giovanna.harkay@eaglecounty.us] Sent: Wednesday, January 24, 2018 2:55 PM To: Luiza Petrovska <luiza@lkpeng.com> Cc: #environment <environment@eaglecounty.us> Subject: RE: Project # 15-3075 at 220 Casteel Ridge, Cordillera - OWTS-1 1 -15-13853 [Quoted text hidden] 21 attachments IMG_3585East End.JPG 561 K IMG_3588West End-1.JPG 531 K IMG_3589WestEnd.JPG 536K IMG_3590STA.JPG 595 K f IMG_3593STA2.JPG 454K "�757- - IMG_5437Septic Tank Covers.JPG 77— 791 K ;..y � fk. IMG 5438Tank covers2.JPG 687K IMG_ 5439EastEndBackfilled.JPG 744 K IMG_5440tank to 1st.JPG 702K IMG_5451STA Backfilled.JPG 320K IMG_55031niet 1st trench.JPG 405K IMG_5507Va1IeyPrecsat2000gal.J PG 422K IMG_5508BIdg Sewer Line.JPG 441 K IMG_5514CIeanout-black pipe.JPG 233K IMG_5515CIeanout.JPG 399K IMG_5516Effluent.JPG 399K IMG_5517effluent turn.JPG 469K IMG_5519BIdg sewer.JPG 376K IMG_5520bidg to tank.JPG 396K 15-30750SI osi (1).pdf 243K 16-3075osiQ4Plus(Stamp).pdf 67K Claire Lewandowski <claire.lewandowski@eaglecounty.us> Thu, Jan 25, 2018 at 2:42 PM To: Luiza Petrovska <luiza@lkpeng.com> Cc: Giovanna Harkay <giovanna.harkay@eaglecounty.us>, #environment <environment@eaglecounty.us> Received. Thank you, Luiza! [Quoted text hidden] Claire E. Lewandowski, REHS Environmental Health Specialist II Eagle County Environmental Health P 970-328-8747 F 970-328-8788 claire.lewandowski@eaglecounty.us environment@eaglecounty.us P.O. BOX 179 590 Broadway Eagle, CO 81631 www.eaglecounty.us Luiza Petrovska <luiza@lkpeng.com> Thu, Jan 25, 2018 at 2:43 PM To: Claire Lewandowski <claire.lewandowski@eaglecounty.us> Cc: Giovanna Harkay <giovanna.harkay@eaglecounty.us>, #environment <environment@eaglecounty.us> You are welcome! Luiza From: Claire Lewandowski [ma iIto: claire. lewandowski@eaglecounty.us] Sent: Thursday, January 25, 2018 2:43 PM To: Luiza Petrovska <luiza@lkpeng.com> Cc: Giovanna Harkay <giovanna.harkay@eaglecounty.us>; #environment <environment@eaglecounty.us> Subject: Re: Project # 15-3075 at 220 Casteel Ridge, Cordillera - OWTS-11-15-13853 [Quoted text hidden] Claire Lewandowski <claire.lewandowski@eaglecounty.us> To: Luiza Petrovska <luiza@lkpeng.com> Fri, Jan 26, 2018 at 2:39 PM Cc: Giovanna Harkay <giovanna.harkay@eaglecounty.us>, #environment <environment@eaglecounty.us> Hi Luiza, The permit stipulated, "A sample of the sand material must be taken to the design engineer for verification that the sand meets the required specifications before the sand is placed." Can you confirm that you performed a gradation of the sand before or at the time it was placed? Thanks! On Thu, Jan 25, 2018 at 10:06 AM, Luiza Petrovska <luiza@lkpeng.com> wrote: [Quoted text hidden] Claire E. Lewandowski, REHS Environmental Health Specialist II Eagle County Environmental Health P 970-328-8747 F 970-328-8788 claire.lewandowski@eaglecounty.us environment@eaglecounty.us P.O. Box 179 590 Broadway Eagle, CO 81631 www.eaglecounty.us Luiza Petrovska <luiza@lkpeng.com> Fri, Jan 26, 2018 at 6:13 PM To: Claire Lewandowski <claire.lewandowski@eaglecounty.us> Cc: Giovanna Harkay <giovanna.harkay@eaglecounty.us>, #environment <environment@eaglecounty.us> Hi Claire, Unfortunately, that was not done. Luiza From: Claire Lewandowski [maiIto: claire.lewandowski@eaglecounty.us] Sent: Friday, January 26, 2018 2:40 PM To: Luiza Petrovska <luiza@lkpeng.com> Cc: Giovanna Harkay <giovanna.harkay@eaglecounty.us>; #environment <environment@eaglecounty.us> Subject: Re: Project # 15-3075 at 220 Casteel Ridge, Cordillera - OWTS-11-15-13853 [Quoted text hidden] Ray Merry <ray.merry@eaglecounty.us> Sat, Jan 27, 2018 at 1:31 PM To: Luiza Petrovska <luiza@lkpeng.com> Cc: Claire Lewandowski <claire.lewandowski@eaglecounty.us>, Giovanna Harkay <giovanna.harkay@eaglecounty.us>, #environment <environment@eaglecounty.us> Maybe the contractor can obtain the gradation from the provider of the sand? They usually maintain records of their materials at some frequency so they might be able to pinpoint the gradation based on sale date? What do you think, Luiza? [Quoted text hidden] 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 Luiza Petrovska <luiza@lkpeng.com> Sat, Jan 27, 2018 at 1:58 PM To: Ray Merry <ray.merry@eaglecounty.us> Cc: Claire Lewandowski <claire.lewandowski@eaglecounty.us>, Giovanna Harkay <giovanna.harkay@eaglecounty.us>, #environment <environment@eaglecounty.us> I'll try that and let you know. Thank you, Sent from my Phone Luiza Petrovska, PE LKP Engineering, Inc. R O. Box 724 Eagle, CO 81631 Luiza@lkpeng.com www.lkpengineering.com Mobile: 970-390-0307 [Quoted text hidden] Ray Merry <ray.merry@eaglecounty.us> Sat, Jan 27, 2018 at 2:00 PM To: Luiza Petrovska <luiza@lkpeng.com> Cc: Claire Lewandowski <claire.lewandowski@eaglecounty.us>, Giovanna Harkay <giovanna.harkay@eaglecounty.us>, #environment <environment@eaglecounty.us> Thanks a bunch! [Quoted text hidden] Claire Lewandowski <claire.lewandowski@eaglecounty.us> Fri, Feb 23, 2018 at 9:03 AM To: Luiza Petrovska <luiza@lkpeng.com> Cc: Ray Merry <ray. merry@eag lecounty. us>, Giovanna Harkay <giovanna.harkay@eaglecounty.us>, #environment <environment@eaglecounty.us> Hi Luiza, Did you find out if the contractor is able to get a gradation analysis of the sand? If not, let's move forward. Sand gradation would be a good topic for us to discuss at this years annual meeting, especially with the changes in the Reg 43 revision. Regards, Claire [Quoted text hidden] Luiza Petrovska <luiza@lkpeng.com> Fri, Feb 23, 2018 at 9:11 AM To: Claire Lewandowski <claire.lewandowski@eaglecounty.us> Cc: Ray Merry <ray. merry@eag lecounty. us>, Giovanna Harkay<govanna.harkay@eaglecounty.us>, #environment <environment@eaglecounty.us> Hi Claire, The project manager does not return phone calls or pay bills. This project has been going on since 2Oo6. It has gone through, bankruptcies, different owners, and project managers and for the most part no one is working on it. If you drive by the property it looks like an abandoned castle. I talked to the installer and he was going to bring me either a sample or gradation analysis from the gravel pit, but I haven't received it yet. Thank you, Luiza Petrovska, PE LKP Engineering, Inc. Civil/Geotechnical P.O. Box 724 Eagle, CO 81631 Cell: 970-390-0307 E-mail: luiza@lkpeng.com www.lkpengineering.com Privileged/Confidential Information may be contained in this message and any related attachments. If you are not the addressee indicated in this message (or responsible for delivery of the message to such person), you may not copy, review, distribute or forward the contents of this message to anyone. In such case, you should delete this message from your computer and kindly notify the sender by reply email. Thank you. From: Claire Lewandowski [ma iIto: claire. lewandowski@eaglecounty.us] Sent: Friday, February 23, 2018 9:03 AM To: Luiza Petrovska <luiza@lkpeng.com> Cc: Ray Merry <ray.merry@eaglecounty.us>; Giovanna Harkay <giovanna.harkay@eaglecounty.us>; #environment <environment@eaglecounty.us> [Quoted text hidden] [Quoted text hidden] Claire Lewandowski <claire.lewandowski@eaglecounty.us> Fri, Feb 23, 2018 at 9:30 AM To: Luiza Petrovska <luiza@lkpeng.com> Cc: Ray Merry <ray.merry@eaglecounty.us>, Giovanna Harkay <giovanna.harkay@eaglecounty.us>, #environment <environment@eaglecounty.us> Okay, I will make a note of that but it sounds like no one is in a rush to get CO. We are trying to clean our files up before we transfer to an upgraded permitting software. Keep us uptodate if you receive anything. Thanks! [Quoted text hidden] Luiza Petrovska <luiza@lkpeng.com> Fri, Feb 23, 2018 at 9:31 AM To: Claire Lewandowski <claire.lewandowski@eaglecounty.us> Cc: Ray Merry <ray. merry@eag lecounty. us>, Giovanna Harkay<giovanna.harkay@eaglecounty.us>, #environment <environment@eaglecounty.us> Will do. Thank you, Luiza From: Claire Lewandowski[mailto:claire.lewandowski@eaglecounty.us] Sent: Friday, February 23, 2018 9:30 AM [Quoted text hidden] [Quoted text hidden] DATE OBSERVED: AUGUST 30, 2016 PROFILE HOLE # 2 ELEVATION: S S Y A DEPTH M M DESCRIPTION OF MATERIAL LABORATORY REMARKS FEET B P AND SAMPLE LOCATION TEST RESULTS O L L E Topsoil, blocky, clayey with roots Light brown, silty clay L TAR=O.2GPD/SF ■ Light brown, silty sand Silt Loam with LTAR=O.SGPD/SF 5QVDsum Reddish brown, silty to clayey, sandy — gravel with angular rock fragments ,o Bottom of Test Pit @ 7.5 feet No Ground Water Encountered 10 15 20 LEGEND: 0 — 2—inch O.D. California Liner Sample ■ — Bulk Sample DD — Natural Dry Density (pcf) MC — Natural Moisture Content (Z) —200 — Percent Passing No. 200 Sieve LL — Liquid Limit Pl — Plasticity Index GW — Ground water LKP ENGINEERING, INC. SUBSURFACE EXPLORATION LOG PRO ECT NO.: 15—JO75 nGURE NO.: 2 DATE OBSERVED: AUGUST 30, 2016 PROFILE HOLE # 3 ELEVATION: S S Y A DEPTH M M DESCRIPTION OF MATERIAL LABORATORY REMARKS FEET B P AND SAMPLE LOCATION TEST RESULTS 0 L L E Topsoil, silty to clayey, blocky with roots Topsoil and clay layer vary in _ Brown, silty clay thickness 5 Light brown, silty sand with gypsum Bottom of test pit 0 8 feet No Ground Water En coup tered 10 15 20 LEGEND: 0 — 2—inch O.D. California Liner Sample ■ — Bulk Sample DD — Natural Dry Density (pcf) MC — Natural Moisture Content (90) —200 — Percent Passing No. 200 Sieve LL — Liquid Limit Pl — Plasticity Index GW — Ground water LKP ENGINEERING, INC. SUBSURFACE EXPLORATION LOG PROXCT NO.., 15—JO75 ROUR£ NO.: 3 = = ! G 220 Casteel Ridge, Cordillera, Eagle County, Colorado G Lot 41, Cordillera Filing No=s 1&2. G There is a building under construction on the property that had been abandoned since 2009 and will now be completed under new ownership. G There are no wells on the property. G They had the old septic permit with the old design drawing on file, including two photographs of the old profile hole. G The topography of the property varies. Within the proposed leachfield site, the topography is moderate, at about 29 to 30 percent slope. For the next 60 feet it is at about 33 percent and for the next 40 to 50 feet it is at about 50 percent. At the base is Cordillera Way. G The soil encountered in the profile hole dug on October 25, 2006, consisted of about three feet of topsoil with roots underlain by five feet of brown, silty sand with gypsum. Ground water was not encountered. In addition, On August 30, 2016, two more profile holes were excavated and logged and tactile test was done on soil samples taken from the profile holes. PROFILE HOLE #2, 8-30-2016 0 to 2 feet Topsoil, clayey with roots 2 to 4 feet Light brown, silty clay 4 to 5 feet Light brown, silty sand (Silt Loam) with gypsum 5 to 7.5 feet Reddish-brown, silty to clayey, sandy gravel with angular rock fragments No ground water encountered PROFILE HOLE #3, 8-30-2016 0 to 2 feet Topsoil, silty to clayey, blocky with roots. Thickness varies 2 to 4 feet Brown, silty clay 4 to 8 feet Light brown, silty sand with gypsum No ground water encountered G ! G The proposed leachfield site will be on a back/side slope, north of the residence. The back yard starts with a longitudinal bench behind the house and next to the patio, and then changes to a concave shape toward the bottom of the hill to the road. G The topography of the proposed leachfield site is moderate. G The vegetation of the proposed leachfield site consisted of aspen forest and service berry bushes. G There are no natural and cultural features on the property. G Presently the property is used as a residential subdivision. Based on available records, previously it was used for livestock grazing. ! G G ! G This site evaluation was completed by Luiza Petrovska, PE, of LKP Engineering, Inc. Mailing address for LKP Engineering is P.O. Box 724, Eagle, Colorado, 81631. The phone number is 970-926-9088 and Luiza=s email is luiza@lkpeng.com G November 9, 2015 and a follow up evaluation on August 30, 2016. G Attached G Leachfield to building, 44'+, building to septic tank 53'+, Leachfield to property lines 47'+. G : No well, pond, creek, gulch or cut bank, From STA to restrictive layer 4 feet +. G # # # # # # # G Steep access G None known G Snow-covered site and steep access to the leachfield area. P.O. Box 724 Eagle, CO 81631, (970) 390-0307, www.lkpengineering.com }.:.Ila r�; \ »« « It X4't, 1\ �\=AI'l, \\?«\ l'1 ekk ,:. �_ � ;` ,� �,. •' � ,,,, _ / j'` \, � ���.r�� a. �! �" �� �- '. _ _ .,� ,�. ..�;' ��\�- "` �,, i ,.. fI � \� » �f y It` \VVII % \ \ —IV >VV:' « 2 y y. : \` \:\:C&« � \AV /% VI y. II \ \ \ \ « <» .\\ --,, » 2 ± w\Is% '*i r a, .� � e � �' ��=",;;, ;,'r t^": , � �a ,�"��il�f emu, �f ° . < �� � °� a�� \ƒ ¥ � \ ` �� �\� . ^= . � :� ~ \ k{ y » k �> »J!a