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HomeMy WebLinkAbout113 Meadow Rd - 210507301007I'd t Eagle County OVvTS, Systems Cleaners Reporting Form NOTE_ Re cured tc he submitted to En-va.-p-iment.-I Hea I -,,hwi&.In 10 days cf cie an, rf, an OVJ-,S systen ter .-o- - - -77 cc" P, ne Tecl- -a inic-* n —p-hor, . ..... . Orope.,Ty 9,&' S-6 5 -?/,qcf SEplt,c Sxm.ern Permt N-Lim;,,c7 se- 19 Ip vice IS 0 `.'wage Dispasa! Site Highcc,; Ge,-,e7z-1 Cordtvor- erLd of me s=f bra ki k 62,- ene; -, bousm rm"I I 'ocatlaamtime septic tank access lids measured fterr. ut;V.-tt2 fixed po;-Its I INDIVIDUAL SELVAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH P.O. Box 179 - 550 Broadway • Eagle, Colorado 81631 Telephone: 328-7311 or 949-5257 or 927-3823 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1147 —92 Please call for final inspection before covering any portion of installed system. OWNER: Wendy Sacks PHONE: 949-5436 MAILING ADDRESS: P.O, BOX 2454, Vail, CO 81658 AGENT: Vail Valley Builders, Phil Koski PHONE: 827-4194 SYSTEM LOCATION: 0113 Meadow Road, Edwards, CO 81632 Lake Creek Meadows, Lot 9, Block 3 LICENSED INSTALLER: LICENSE NO. DESIGN ENGINEER OF SYSTEM: INSTALLATION IS HEREBY GRANTED FOR THE FOLLOWING: 1500 GALLON SEPTIC TANK OR GALLON AERATED TREATMENT UNIT. DISPERSAL AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED 595 SQUARE FEET OF TRENCH BOTTOM. SPECIAL REQUIREMENTS: or, 16 Infiltrators in trenches or 200 feet of 10" SB2. Special Requirements: Absorption area must be 50' from irrigation ditch. Install inspection portals in each trench. Risk of sinkhole activity could be increased by wastewater disposal system. ENVIRONMENTAL HEALTH OFFICER:�DATE: CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-10-104, C.R.S. 1973, AS AMENDED. 2. 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 CAUSE FOR BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT. 3. SECTION Ill, 3.21 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED ACCORDING TO THE REGULATIONS. FINAL APPROVAL OF SYSTEM: (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. �Cl y' U /; � INSTALLED ABSORPTION ORS DISPERSAL AREA: /7� `� SQUARE FEET. V � / Q� INSTALLED SEPTIC TANK: /J60 GALLONS DEGREES FEET } 4OC'L M ea '.yp SEPTIC TANK CLEANOUT TO WITHIN 8" OF FINAL GRADE, OR: D ��J// o PROPER MATERIALS ANDASSEMBLY �/ YES NO COMPLIANCE WITH COUNTY/STATE REGULATION REQUIREMENTS: _ YES NO ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. COMMENTS: ENVIRONMENTAL HEALTH OFFICER: DATE: ENVIRONMENTAL HEALTH OFFICER: DATE: (RE -INSPECTION IF NECESSARY) RETAIN WITH RECEIPT RECORDS PERMIT APPLICANTIAGENT: OWNER: AMOUNT PAID: RECEIPT C CHECK k: CASHIER: Incomplete Applications Will NOT Be Accepted (Site•Plan MUST be attached) T.fG,-a s�/30/9x ISDS Permit # //,v7- /� Building Permit # _5 �-q i-) APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. 0. BOX 179 EAGLE, CO 81631 328-8755/927-3823 (Basalt) :l':X`X`kYC�'�Y�1�1'YfY!`kk�CA�l�k'yfYC`k%CYC�i"XyeXk`k:liik�l�l�fX'�k�CYfHf'X'XyCYCHCYC;I'X'k`.C`XkYCXYCX'iCX�+t'9CYC�'A"X'y("XkiCX`A"JC�f:CX' PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE 8125.00 MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" ����Yeyt�YeYe�rYt�YYCYeYtk�eyeYt�YrycycYe�Y���r�:k�Ye:e:'��ye�ye*�ye�kYCYt:�*Yt�Yc:r��yc�Yr�e�'lc4r:��YCYc�Yt�:���4cYrYrk PROPERTY OWNER: &%F,JUD`3 �)PC.jKS MAILING ADDRESS: �� �y ,� iL, C �1C��8 PHONE : ` Lj APPLICANT/CONTACT PERSON: 41L jLOUS, PWJL- Kbs,S i PHONE: I- gigLi LICENSED SYSTEMS CONTRACTOR: UJ;II :: '!" I '" ' nS PHONE: COMPANY/DBA : ��5� CcnST l UCl ICY ADDRESS: kyr�K4c�kYCYcK:*�k�Yc�tyc�ck�k�tYc'�c�9r�Y�kxYtYCYc���kYckY:�cYckYcYr�c�Yt�k��YcYCYcYc�k�ycYc�kYc>:YcYtycyc�YcytYtYCYcYcycYCYcycYtYc� PERMIT APPLICATION IS FOR: (:') NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: )J& 1�� l��r^/4��ij �C�C�/� -S ,; 0 Tax Parcel Number: C2 d ;3-01- (3()'7 Lot Size: Physical Address: 0//,3 �=�t7�iL,�,,) P0.1 C:Z)&J )r60Si C /+ o BUILDING TYPE: (Check applicable category) (✓) Residential/Single Family Number of Bedrooms S— ( ) Residential/Multi-Family Number of Bedrooms ( ) Commercial/Industrial* Type TYPE OF WATER SUPPLY: (Check applicable category) ( ) Well ( ) Spring ( ) Surface Public Name of Supplier: `iiQiY�!�r�/�,fGr;/�T/1 ✓i�JlJ1!/i� *These systems rreequire design by a Registered Professional Engineer SIGNATURE: _L!'4 Date: Z/ -7v YcYckYcYl�YYCYc�YC�YXYc•kY:Yc'YC7CNCYCk'YtyCXXYCXycYcYcYciCyc>f*Yc�kYCYc:�}cyt�t'c�kYCYcYckkYckYcxX�rYcycYc�kYtkyt��k�k AMOUNT PAID:r,RECEIPT #: /��-' DATE: CHECK #: _��' CASHIER: TIME LOG: TRAVEL: PERC: FINAL: ISDS PERMIT C PERCOLATION TEST EAGLE COUNTY ENVIRONMENTAL HEALTH DEPT. OWNER: W,-O 5a",Zs LEGAL DESCRIPTION: MAILING ADDRESS: TYPE OF DWELLING: NUMBER OF BEDROOMS S TEST HOLES PRE-SOAKED: YES NO TIME whmrn nvnmv ­Y..r., 1 2 3 1 "��� 2 3 11Y 1.J1LU 1 yr 2 r1iLL 3 KATE 1 2 SOIL PROFI] 01see 5b'& 2 3' 20 3,0 /5 �5 /7 ?7.5 1-5<37 l,S 3.3 3. 3 3 g' 6-) U 3. D /.6 /�S /, 7 5 61 7 ' 05 7,D zz; 6 3/, 7_. ? 75 20 �? 3. 8 1 to F12 42-25 , = _ lip /o 47, s� r+ 30.5 .. 3-, 775 875 Time to drop last inch-%r PERC RATE: ash % MINIMUM SEPTIC TANK SIZE: /5OD gi/l MINIMU EACH FIELD SIZE: 5?5 P� J,,&. or COMMENTS: /� rj�};��jps �� frBnaAe'S or /D�sB2 Syecia �P9. Hbsordt6Y� LPrPGi MU57 b� / T OI 11 t �/ M rewIrr oLi 1dV� i G �Ilst / 'j/M PERC TEST D EnvirQhment rev. 6/90ks Health Officer Wer DATE: 5-'/ lr7 iias > �9s J APR 30 192 15:22 FROM CHF-j'---l-1-,lORTHFRH r�LJ.-H-JEi PAGE.002 Chen ONoifhern. Inc. (,'cnsj;:ina Engirccrzanc, NC.�,vood Spr.rlgs, C:gn(arlo Fl1q)-, 74 SUBSOIL S-RiDY FOR FOUNDATION DESIGiN PROPOSED RESIDENCE LOT 9, BLOCK 3 LAKE CREEK MEADOWS EDWARDS, COLORADO JOB NO. 4 247 92 APRIL 29,1992 PREPARED FOR, WENDY SACKS P.O. BOX 2454 VAIL CO 81658-2454 APR 30 1 92 15- 2,'--j. FRi'Q,1 CHEN-HORTHERN i.'3L1--HJD PAGE.004 fi TNBLE OF CONTENTS PURPOSE AND SC-'OPF, OF STUDY .......... ........... ............ I PROPOSED CONSTRUCTION ....................... 2 SITE CONDI'nONS ,., ................................................ 2 FIELD EXPLORATION .... ............... . ., . . i— . . ......... ..... 3 SUBSOIL CONDfTIONS ................. ----- ......... SINKHOLE HAZARD ASSESSMENTY . . . ....... 4 DESIGN RECOMMENDATIONS ...... ....... 6 Spread Footing,,,; . — . ................................. ......... 6 Foundation and Retaining Walls .... ....... ...... 7 Floor Slabs � ......... .......... .......... 8 Underdrain System ...... ..................... ....... 9 Surface Drainage ..... ..................................... to LIMITATIONS ........... ....... 10 PICTURE I - LOCA'RON OF EXPLORATORY BORINGS FIGURE 2 - LOGS OF EXPLORATORY BORINGS FIGURE33 - LEGEND AND NOTES FIGURE 4 - SWELL-CONSOLTDA'HON TEST RESULTS TA-BI,F- I - SUMMARY OF LABORATORY TEST RESULTS C1-,kSS1F1CA'n.ON OF SOILS FOR ENGINEERING PURPOSES N P R 3, Cj 1 9 2 15 ' 2 FROM CHEN—HORTHERH '�LHI.dD PAGE .004 TiVBLE OF CONTENTS PURPOSE AND SCOPE OF STUDY .......... .. ............ ........ I PROPOSED CONSTRUM 'ION ........................... 2 SITE COI' DMOM ............................ .............. 2 FIELD EXPLORAMN ........... ...... -- ........... -- 3 SUBSOIL CONDITIONS .......................... .................. 0, SINKHOLE HAZARD ASSESSMENT .......... 4 DESIGN RECOMMENDATIONS ............... . .................. 6 Spread Footings .... . ................................. ........ 6 Foundation and Retaining, Walls ... 7 Floor Slabs, ....... ......... .... ......... Underdrain System .................... 9 Surface Drairtage ..... -- ... ................ .......... .... to LIMITATIONS ........... ......... I ..... — 10 F1 LJR F ) - I - LOCATION OF EXPLORATORY BORINGS FIGURE 2 - LOGS OF EXPLORAT ORY BORINGS FIGURE 3 - LEGEND AND NOTES FIGURE 4 - SWELL-CONSOI-IDA'HON TEST RESI.-JI-TS TABLE I - SUMMARY OF LABORATORY TEST RESULT'S Cl-,kSSIFICAMN OF SOILS FOR ENGINEERING PURPOSES APR 30 1 9 2 15:2:' FROM CHEF-]-f-A0RTHERh! GL_110D PAGE .005 PURPOSE AND SCOPE OF S'I'IJDY This report presents the results of a subsoil study for a proposed residence to be. located on Lot 9, Block 3, Lake Creek Meadows, Edwards, Colorado. The project site is shown on Fig. 1. The purpose of the study was to develop recommendations for the foundation design. The study was conducted in accordance with our agreement for geotechwca.l engineering services to Wendy Sacks. dated :A.prjl ?, 1992. A geologic reconnaissance was made bused on our letter to you dated April 15, 1992, A. field exploration program consisting of exploratory borings was conducted to obtain information on subsurface conditions. Samples obtained during the field exploration were tested in the laboratory to determine compressibility, strength and other engineering characteristics of the can -site soils. The results of the field exploration and laboratory testing were analyzed to develop recommendations for foundation types, depths and allowable pressures for the proposed buildinc; foundation. Tbe results of the field exploration and laboratory testing are presented in the report. This report has been prepared to summarize the data obtained during this study and to present our conclusions and recommendations based on the proposed construction and the subsoil conditions encountzred. 'Design parameters and a discussion of geotechnical engineering considerations related to construction of the proposed residence are included in the report. APR 30 '92-' 15:24 FROM i_HEH—HORTHERH GLhdI,dr, PAGE.006 PROPOSED CONSTRUCTION The proposed residence will be mainly a. single. story structure, above crawl space. A basement area for mechanical equipment and storage is proposed in the middle of the residence. Grading for the structure is assumed to be relatively minor with cut depths between about 4 to 8 fe:et. We assurne. relatively light foundation loadings, typical of the proposed ttTpe of constnictiOn. If building loadings, location or grading plains change significantly from those described above, we should be notified to reevaluate the recommendations contained iTi. this report. SI1% CONDITIONS The building site is situated in an open field that has been flood irrigated in the past near the toe of a steep slope. The field is strongly sloping down. to the east with about 10 feet of elevation difference across the building footprint. 'The steep slope is located in the northern part of the lot. The topographic condition of the lot is indicated by the. contours shown on Fig. 1. At the base of the steep slope are two sinkholes which roughly correspond to an abandoned irrigation ditch line. A third sinkhole is located at the south property line. Vegetation consists of grass and weeds in the field, brush on the steep slope and large cottonwood trees in the abandoned irrigation Glitch west of the sinkholes. 't- .-__. _max i., ,-t._.,._.._ T.— HPP 30 } 92 t C : ?5 F RCIM C:HE h!-NC?RTHE RN GLI-1W i PAGE . 00 - 3 - FIELD EXYI.-ORATION The field exploration for the project wis conducted on April 1.0, 1992. Two exploratory borings were drilled at the locations s.bown on Fig. 1. to evaluate the subsurface conditions. The borings were advanced with 4-inch diameter continuous flight augers powered by a truck -mounted Mobile B-80 drill rig. the borings were logged by a representative of Chen -Northern, Inc. Samples of the subsoils were taken with 1 3/8-inch and 2-inch I.D. spoon samplers. The samplers were driven iDto the subsoils at various depths with blows from a 140-pound hammer falling 30 inches. This test is similar to the standard penetration test described by ASTM Metbod D-1S86. The, penetration resistance values are an indication of the relative density or consistency of the subsoils_ Depths at which the samples were taken artd the penetration resistance values are shown on the UU)gs of Exploratory Borings, Fig. 2_ The samples were returned to our laboratory for review by the proj%ct en.gineer and testing. SUBSOIL CC?NDITIONS The subsoil conditions encountered at the site are shown graphically on Fig. 2. The subsoils consist of about 3 to 4 feet of topsoil overlying medium to stiff clayey silt. Below the silt, at a depth of about 8 to 9 feet, the soils 'became gravelly and then sandy below about 16 to 24 feet. Gypsiferous siltston edro the Eagle Valley-vaporite formation was encountered belo�y the soils at a depth of about 24 to 34 feet. --11-:74.1% r .,1. - _.. I._.. A P P :_,C1 192 15:25 F R 0 M CHEIN-t-%l0RTHERhI i-�LHII,JD PA E.008 I. aboratory testing performed on ,,arnples, obtained from the borings included natural moisture content, dry density, gradation analyses and writer soluble sulfate content. Results of consolidation testing performed on relatively undisturbed drive samples of the upper silts, presented on Fig. 4, indicate moderate compressibility under conditions of loading and wetting, The laboratory testing is summarized in "i able i. Tree water was encOunt<tre(I in the hnrin,gs at a depth of about 1'3 fc The upper soils were generally moist to very moist._ SINK)-1 3LF HAZARD A.RD ASSESSMENT Lot 9 is located on a moderately sloping alluvial fan along, the west side of West Lake Creek valley. The fan surface on the lot slopes down to the east at about 12%, The exploratory borings show that the fan deposits in the area are from 24 to 34 feet deep. The fart alluvium consists of interstratified silt, clay and clayey sand with some gravelly and cobbley zones. Formation rock, is the Pennsylvanian -age Eagle Valley Evapo rite (Tweto and Others, 1978). The Eagle: Valley Evaporite is made up of gypsum and anhydrite which is interbedded with micaceous siltstone and mirror dolomite. Outcrops of the rock are present locally on the steep hillside to the north of the building site. Prior to subdivision of the property into residential lots, the alluvial fan was an irrigated hayfield and pasture. Remnants of the abandoned irrigation ditches, can still be seen on the property. Ground surface depressions are present along the base of t.hc steep hillside, about 20 feet to the north of the proposed building site. A shallow surface depression is also present in the, southern part of the lot about 150 feet to the south of the proposed building HPP. C1 11.92 t5:'2G. FF:i]['1 C'HEN-H0PTHEF'FJ GDA-ID PHGE.009 .5_ site. Evidence of unusual ground surface feature; was not observed at the proposed building site. The surface depressions on Lot 9, and elsewhere in the general area, appear to be sinkholes which result from the collapse of subsurface voids in the Eagle Valley Evaporite or from piping of the surficial sail deposits into subsurface voids, The subsurface voids were formed by solutioning of the soluble gypsum beds in the. Eagle Valley Evaporate by groan(hviteT circulation. The sin-kholes in the northern part of the; lot have disrupted the old irrigation ditch and a flume was constructed to cross this area. Based on these observations, it appears that irrigation waters, in part, have contributed to sinkhole development. In our opinion., the potential for sinkhole related problems is high in the immediate vicinity of thee existing sinkholes. In these Area:., it is recomme.n.ded that construction not be considered. Elsewhere on the lot., and at the proposed building site, it is our opinion that the potential sinkhole hazard is low. although the- likelihood of problems appears to be low, the owner should be aware that the proposed building site is not totally hazard free and the residence could experience distress in the unlikely event of sinkhole development. The, extent of damage and cost of repairs could be reduced by mitigative foundation designs which nave a greater capacity to withstand differential ground deformation such as pites or raft foundations. Additional exploration and analysis would be needed to better evaluate the sinkhole hazard risk and for the mitigative foundation design. APR .30 ' 92 Ili: 26 FRC'1M i::HEH-HORTHEPH (7i'LN61D 6 DESIGN RECOMMENDATIONS PAGE.010 Spread Footings: Considering the suhsorl conditions encountered in the exploratory borings and the nature of the proposed construction, the building can be founded with spread Footings bearing on the rtatural soils. The, building loadings should be carried mainly by continuous foundation walls and be heavily reinforced to Hrnit the effects of some differential foundation movement. The design and construction criteria presented belc_,w should be observed for a spread footing foundation system. The construction criteria should he considered when, preparing project documents, 1) Footings placed. on the undisturbed natural soils should he designed fur an allowable soil bearing pressure of 1200 psl'. Based on experience, we expect settlement of footing, designed and constructed as discussed in this section will be about 1 inch. Some additional differential settlement could occur if the bearin" soils were to become wette(. 2) The footings should have: a minimorn width of 1S inches for continuous walls and 2 feet for isolated pads. 3} Exterior footings and footings beneath unheated areas should be provided with adequate soil cover above their bearing, elevation for frost protection. Placement of foundations at least 49 inches below exterior grade is typically used in this area. 4) Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an t,nsupported length of at least 14 feet. Foundation r It_. fir..7 -...Fr,.-,...- I-- APR :30 ' 92 1 15: 27 F R1-1M CHE H-N 0RTHF Rhd GLhdL.1D PAGE . t11 1 _7_ walls acting r,.s retaining structures should also be designed to resist lateral earth pressures as discussed in the "Foundation and Retaining Walls" section of this report. 5) All topsoil and any loose or disturbed soils should be removed and the footing bearing level extended down to the firm natural soils. If water seepage is encountered, the footing areas should be dewatered before concrete placement. 6} A representative of the sail engineer shoti.itl i�bwerve all footing excavations prier to concrete placement to evaluate: bearing conditions. 7,Qu1 lqtit2ri �n_c_i_Fleti_iinin Vf lls: Foundation walls and retaining structures which are laterally supported and can be expected to undergo only a slight amount of c{eflection should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of SG pcf for backfill consisting of the can -kite sails. Cantilevered retaining structures Which are separate from the residence and can be expected to deflect sufficiently to Mobilize the fill active earth pressure condition should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of 45 pcf for backfill couisting of the on -site soils. All foundation and retaining, structures should be designed for appropriate hydrostatic and stircharge pressures such as adjacent footings, traffic, construction materiats and equipment. The pressures recommended above assume drained conditions behind the walls and a borizontal backfill suds,.. The buildup of water behind a wall or an upward sloping backfill surface will increase the lateral pressure irnposed on a fo ndatit)n wall or retaining structure. An underdrain should be provided to prevent hydrostatic pressure buildup behind walls. APR 30 ' 9'2 t 5: e FI?OM C:HEhJ—hdCIRTHERN GLh{l,.ID PAGE . 01 2 -a- Backfill should be placed in uniform lifts and compacted to at least 90r% of the maximum standard Proctor density at a moisture content near optimum, $ackfill in pavement and walkway areas should be compacted to at least 95% of the maximum standard Proctor density. Care should be taken not to overcompact the. backfill or use large equipment near the wall since this could cause excessive lateral pressure on the wall. Some settlement of deep foundation wall backfill should be expected even if the material is placed correctly and could result in distress to facilities constructed on the backfill. The lateral resistance of foundation or retaining wall footings will be a combination of the sliding resistance of the footing on the foundation materials and passive earth pressure against the side of the footirig. Resistance to sliding at the bottoms of the footings can be calculated based on a coefficient of friction of 0.3. Passive pressure against the sides of the footings can be ealculated using an equivalent fluid unit weight of 250 pcf. The coefficient of friction and passive pressure values recommended above assume ultimate soil strength, Suitable. factors of safety should be included in the design to limit the strain which will occur at the ultimate strength, particularly in the case of passive resistance. Fill placed against the sides of the footings to resist lateral Ioads should be compacted to at least 95,%, of the maximum standard Proctor density at a moisture content near optimum. Floor Slab.: The natural on -site soils, exclusive of topsoil, are suitable to support lightly loaded slab-on-gnade coils tructi(Xi., To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requiretllents f()r joint sparing and slab PPF' 0.C1 192 15*29 F R 0 M CHEt'd—hJORTHERt-J GL.t-lI.dU PAGE.013 -9- reinforcement should be established by the designer based on experience and the intended slab use. A minimum 4-inch layer of free -draining gravel should be; placed beneath basement level slabs to facilitate drainage. This material should consist of rninus 2-inch aggregate with less than 50°r'c, passing the No. 4 sieve and less than 20/c passing the No. 200 sieve. All fill materials for support of floor siribs should be compacted to at least 95% of maximum standard Proctor density at a moisture content near optimum. Required fill can consist of the on -site scc)ils devoid of vegetation, topsoil and oversized rack. up erdrain . tern. Although free water was encountered above probable excavation depth, it has been our experience in rn.ountainous areas that local perched groundwater may develop during times of hea,"v precipitation or seasonal runoff. Frozen ground during spring runoff can create a perched condition. We recommend below grade construction, such as retaining walls, crawl space and basement areas, be protected from wetting and hydrostatic pressure buildup by an underdrain system_ The drains should consist of drainpipe placed in the bottom of the wall backfill surrounded above the invert level with free -draining granular material. The drain should be placed at each level of excavation and at least 1 foot below lowest adjacent finish grave and sloped at a minimum 1% to a suitable gravity cutlet. Free -draining granular material used in the underdrain system should contain less than 2% passing the No. 200 sieve, less than 50% passing the No. 4 sieve and have a maximum size of 2 inches, The drain gravel backfill should be at least 2 feet deep. APR 192 15: 9 FROM C'HEN-HriRTHERH i L.NIWD PAGE.014 - 10 Surface Drainage Surface. water should not be allowed to pond on the property. The following drainage precautions should be observed during construction and maintained at all times after the residence has been completed: 1) The existing sinkholes should be backfilled to prevent water flow into them. 2) Inundation of the foundation excavations and underslab areas should be avoided during construction. 3) Exterior backfill should be adjusted to near optitnutn moisture and compacted to at least 95% of the maximum standard Proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. 4) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 1.2 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in paved areas. Free -draining wall backfill should be capped with about 2 feet of the on -site soils to reduce surface water infiltration. 5) Roof downspouts and drains should discharge well beyond the limits of all backiill. LIMITATIC)NS This report has been prepared in accordance with generally accepted feotechnical engineering practices in this area for use by the client for design purposes. The conclusions and recorb..meridations submitted in this report are based upon the data obtained from the exploratory borings drilled at the locations indicated on Fig. I and the proposed type of construction. The nature and extent of subsurface variations s;icross the site may not become n APR :30 ' 9 2 15:29 FRC,[,,l i_HEN-NORTHERN GLN1,D F'AGF.015 evident until excavation -l.l- is performed, if during construction, fill, soil, rock or water conditions appear to be different from these described herein, this office should be advised at once so reevaluation of the recommendations may be made, We recommend on -site observation of excavatiorts and foundation bearing strata and testing of structural fill by a representative of the soil engineer. Sincerely, CHEN-NORTHERN, INC. Steven L. Pawlttl:. P.E-:. i 15222 .Reviewed By j' • L7yr.L • �Q ���+fJF fi�3�44 Daniel E. Hardin, P.E, SL,P/ec REFERENCE, Tweto & Others, 1978 tTit-ne1Ncir-titprri Ir APR 30 192 15:30 FROM CHEt.-I-NORTHERt-,] CiL[..11.,.ID PA G E.016 Ir Cp uj to Cf 0 APR ;O 'tie 15=20 FROM CHEH—t--I0.'THEFtJ GD.-II D PAGE . 01 75 70 65 60 IN 45 40 Boring 1 Boring 2 Elev. = 751 Elev. = 66' 5/12 5/12 WC=26 DD=94 7/ 12 WC=25 DD=95 41�UC=10 0 7/12 [WC=21 DD=102 -200=49 6/12 { 17/12 10/12 e WC-17 Q,, DD=104 _ SS=0.065 20/12 11/12 4'i 15 % 12 /6. 20i Q C' 11/12 Boring 2 cont. 75 70 50 45 40 12%12 80/4 Bottom Elev.=261 Note: Explanation of symbol_ presented on Fig. 3. 4 141 12 Chen ONorthern.,Il Logs of Exploratory Borings F NPR 30 ' 92' 1 c : 21 FROt--1 CHEN-HORTHFRH GL_HI.ID PAGE . 018 Legend: NTopsoil; organic silt., dark brown, moist. VI Silt (ML�-CL); sandy, slightly clayey, medium to stiff, brown, slightly calcareous and porous. Silt and sand (ML-SM); clayey, gravelly, stiff, wet: brown, gypsiferous. Gravel and clay (GC-CL); silty, sandy, medium dense, moist to wet, shale fragments. 11 Siltstone bedrock; hard, dark grey, gypsiferous. 11 Relatively undisturbed drive sample; 2-inch I.D. California liner sample. Drive sample; standard penetration test (SPT), 13/8-inch I.D_ split spoor sample, ASTM D-1586. 5/12 Drive sample blow count; indicates that 5 blows of a 140-pound hammer falling 30 inches were required to drive the California or SPT sampler 12 inches. 0,5 Free water level in boring and number of days after drilling measurement — was Trade. Depth at which boring caved following drilling. Notes: 1_ Exploratory borings were drilled on April 10, 1992 with 4-inch diameter continuous flight power auger. .2. Locations of exploratory borings were measured approximately by taping from the building corner stakes. ?_ elevations of exploratory borings werp obtained by interpolation between contours on the site plan provided. 4. The exploratory boring locations and elevations should be considered accurate only to the degree implied by the method used. S. The lines between materials shown on the exploratory boring logs represent the approximate boundaries between material types and transitions may be gradual. 6. Water level readings shown on the logs were made at the time and under the conditions indicated. Fluctuations in water level may occur with time. 7. Laboratory Testing .Results: WC = Water Content (%) -200 - Percent passing No. 200 sieve DD = Dry Density (pcf) WSS = Water Soluble Sulfates (,) UC = Unconfined Compressive Strength (psf) 4 247�02 1 CI-,P ANrvIhPrri Inn ~vLegend and "dotes ------- ------ �c_ J _._ APR :`,fit ' 9'2 15 FROI.1 t=HEN—HORTHERN GL--11:dD FAGE.019 Moisture Content = 26 Dry Unit Weight = 94 Sample of: sandy si It Fin-. Boring l @ 4 ' 0 � I4 No m upon S ���CiitiiiG■1i�i�®i'� M aA 0 3 percent pcf t 0.1 1.0 10 100 APPLIED PRESSURL — ksf -__ Moisture Content = 17 percent Dry Unit Weight = 104 pcf sample nt: sandy silty clay From: Boring 2 @ 6' a tpon we tin- ement lilt l I 0 1 ,.0 APPLIED FIRFSSUr F ksf 7 Fig4 24�i7`i,I. _-C_D)*l�+ Y� APR 30 192 15:32 FROM CHEN-NORTHEPN GLNWrl PAGE.020 Qq u Ld LK 11 LL (L �X CD :D vo CQ/) Ul U(`) ai cn rx q LI: mm. W, r� I n..-t1- . U� t --------------�CLASSIFICATION Chen -Northern, OF SOILS FOR ENGINEERING PURPOSIS s Inc, ASTM besignation: D 2487 - $3 (Based on Unified Soil Classification System) Soil Classification Criteria for Assigning Group Symbols and Group 1`43mes Usir)Q Lahoratory Tests" Group Symbol Name* Coarse -Grained Soils Genvr••lg Clean Gravels 0u_4 and 1 - CC- S3' GVJ Well graded gravel' More than so% retained on Mofe than 50% coarse Less than 5% Sines` No_ 200 sieve fraction fetai sd on Cu__4 and/o! 1->0c._3' GP Poorly gradf�d gravel' No. 4 Sieve — -- - - - ------ --.-- -- Gravets with Fint5s Finds classify as ML or MH GM Silty gmvol, More than 12% fines` -- - Fines olassify as GL or CH GC Clayey gravel` Sands Clean Sands Cu=6 and 1 _Cc='' SW Wcfl-graded sand' ! 0D%or more of coarse. Less than 5% fincs° -- fraction passes No. Gu- -.6 and/or I>Cc`-3r SP Poorly graded sand' 4 sieve -" -- — - Sands with Fines Fines classify as ML or MH .5M Silty sand' More than 12% fines" - Fines classify as CL or CH SC Clayey sand` Finc-(',rained SbiiS Silts and Clays inorganic Pl-.-..7 and plots on or above CL Lean clay" i " 50% or morn passes the Liquid limit less than SO "A" tine' No. 200 sieve— Fi _-4 or plots below "A" fAL Silt" t u fine' organic Liquid limit=oven dr"red <A 75 OL organic clay" `" « Llglaid limit - riot (jrled Organic silt" ` «' Silts and Clays inorganic Pf plots on or above "A" line CH Fat clay` Liquid limit 50 or more - - -- PI plots below "A" line MH Elastic silt" organic Liquid limit "oven dried M10 75 OH organic clay"" Liquid limit - nut dried — organic sift' Highly organic soils Primarily organic matter, dark in color, and organic odor PT Peat •g,3yed on the material passing the 3-in. (75-mm) sieve Cc (P,�N k - D 'it Atlerbcrg limits plot in hatoned araa, sgtl is a CL-ML. -it tiy}Q sample oorttaicMW C4t7MtC.' or eouldera, o<Uotn, 0 C " tq silty clay. add -with cobtgera or boulders, or both" to group name. 'If soil oont?ins 15 to 2946 plus No. 200. add '•with sand- or `Gravels With S t0 I?%fihel require OVal symbols: 'It aoif contains ti15%sand. (Wd "with to group 'with gravel". whiol)evei is predominant. GVYGM w9li-graded gravei with silt rtarne' 1'scif 000tainS =30% plu; No. 200, peedominAnVy Sand. (3W-C-0 well -graded praysf Wttn clay `if llnes classify as 01.4AL, use dual ,y1nbO GC•Gki. or add -sandy to group name. GP -GM powly graoW grvwsl with :itt sc-Std- "It soil contains plus No. 200, predominantly gravel, Co ff pghy graded gravel with clay -If tines ara organic, add "with organic fire!" to group ado "gravelly" to group name. "Sands With 5 to 12% fincs requite dual bymb4ls: °ama.. 'Pi--4 and plots on er above "A' line, SW-$M wpil graded san4 with Gill 'f1 sell Con gins'=15%gravaf, add -with gra al to group 'Pl <4 or plws bolo* "A" lino. SW -SG "It -Oradell Eafld with (;lav name_ 'PI Alols on or 4WVl; "A" tire. SP.$M penrfy Graded sand wish silt 'Pi Plots balOw "A" tine. SP-SC paeAy gr44nd song with clay SIEVE ANALYSIS 60 SCREEN -IN 1 SIEVI! W), 100 m 2 vi to a r_ ifi 4g u 0 j0 10 s r 0 7.5 010 PARTICLE SIZI; IN MILLIMETERS _ fJt� r5 _ 20f) GIl`_ w ri.r- 0075 b= L1x p...Ii.l, 0w 50 / tini-grldrwd faactlon of rorrso-grrhtied- Syk Opp, i Eavatwn of --lift W_nizoM3t at Pt - 4 IQ L;. then PI = 0.73 (U-M ```ppp c7 (-quation Gu f ""-tinr; .� Vertioat at LL = 15 tq PI = 7 Than PI = 01 ILL-8) } MH 6 C1H fV1 L (D L 'L-ML, 10 7 4 0 0 10 tE 29 3V 40 111) bu 'V 0V LIQUID LIMIT (LL) 10 1147-92 - Parcel #2105-073-01-007, Lake Creek Meadows, Lot 9, Block 3, Sacks 0113 Meadow Road, Edwards, CO JOB NO. 4 IOB LOCATION L O C o� �� �� C DATE STARTED DATE COMPLETED DATE BILLED 5- �- 4q-5436 4 i Cf JOB COST SUMMARY TOTAL SELLING PRICE S 9 - ' TOTAL MATERIAL TC U rl i S n I JOB FOLDER Product 278 ®ce NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MASS. 01471 a JOB FOLDER a/ ► -7-;?3"q -#-- //-17 -,Vd,5 IS C O PLAY STRUCTURE I FOUND N0. 5 REBAR / WITH WASHER Y r / MR PEE , % 34.2 4 3z .h`1' / / SCALE: 1 " = 30' oPO P DATE OF SURVEY: 4/07/92 CROSS ELECTRIC ASSOCIATION,• ` INC. do EAGLE VALLEY TELEPHONE COMPANY / / • / / i' j RIG BY & E EMENT OOK 239/ EDGE GRAVEL ROAD / t / ARBED WIRE FENCE DITCH �� Ta L L j�7 CURVE DELTA 8" RADIUS .� C1 T '1340 Ob585.00 FOUND NO. 5 REBAR WITH WASHER C2 60003,000 " 285.00r r • ( / oti.1 C3 90000025.000 48' CMP C4 15.25" 00" 400.00 � r " r \ C5 41 46 00 135.00 EDGE GRAVEL ROAD / EDGE OF \ \ / TREE LINE �> \ / �� 1 \ / C6 27'54`48" 195.00' d-1'vfl,� 115.3 ` / O• rt .-11'S ri co 49.4 1 - i T hu. �-rw. (,Ol � , V, 12" CMP i o o (POWER . POLE �F,G� (T I-i -73, . �l � � t U' o> GUY `f WIRE i 103.9 f 1�• ►� LENGTH TANGENT CHORD CHORDLEN 88.49' 44.33' S2018'00"W 88.40' 298.70' 164.71' S54'39'30"W 285.22' 39.27' 25.00' N50'19'00"W 35.36' 107.63' 54.14' N2'23'30"E 107.30' 98.41' 51.51' N30059'00'E 96.25' 95.00 48.46` S37'54'36"W 94.06' i l RECEIVED ApR 2 4 1992 EAGLE COUNTY COMMUNITY DEVELOPMENT / FOUND NO. 5 REBAR \ / C_ (it)4 WITH WASHER BASIS OF ELEVATION ASSUMED 100.0 I ' \�, 1 �ite:Plan N 0519'00" w 6L� cti t - Y ELLISON & CO....' - LANC. DES! G N S B 45.90 o. tax 2677 ■ vail, colorado ■ 81658 ■ 476 - 3258 51� ,- 98 POST . 0" w 179_a4' PARTIAL TOPOGRAPHIC SURVEY S 84 41 0 30' CMP - - -�� =--.5 LOT 9, BLOCK LAKE CREEK MEADOWS NOTICE: - EAGLE COUNTY, COLORADO A,cordinq to Colorado lave ,ou must commence any legal action based upon _any defect ,`e `�' in this survey within threlypars after you f first discover such .3pfFct. Tn no ?vent, 41199 HIGHWAY 6 h 24. EAGLE-VAIL �, A00V may ally action based upon #y defect 1n thts S%;rvey t)e cr�enrPd rn,rP t1tan ten years P.O. BOX 1230 tram the date of Lhe certitcntif)n sti�wn t•=rpor+. BIGGS_4 8/92 EDWARDS. CO. 81632 1842 (303)949-1406 -- Work Classification: NewPermit P.O. Box 4838 Edwards CO 81632-4838 Address Owner Information Permit Status: Active Project Address 210507301007 Permit Type: OWTS Permit Permit NO. OWTS-5-12-7552 Expires: 10/6/2012 Issue Date: 6/8/2012 Parcel No. 000113 MEADOW 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: (970)569-3189 Cell: Inspection For Inspections call: (970) 328-8755 Inspections: IVR OWTS Final Inspection 095 PhoneEngineer(s) 949-5072INTERMOUNTAIN ENGINEERING Contractor(s)Phone Primary ContractorLicense Number SCHOFIELD EXCAVATING (970)524-3478 Yes25-08 RICK CUNNINGHAM Permitted Construction / Details: Install exactly as depicted on the Inter-Mountain Engineering design drawings dated June 8, 2012, project #12-0019. The installation consists of a 1,000 gallon, two compartment concrete septic tank with 900 square feet of soil treatment area credit via 45 Infiltrator Q-4 chambers in two shallow trenches that are serially connected. Do not cover any portion of the system before inspection by the engineer. Engineer certification of proper installation and as build drawings are required prior to the use of the system. An alteration permit will be required to connect a future garage with apartment to this system without change to the absorption area. Owner must keep irrigation and animals away from the soil treatment area to prevent premature failure. Issued by: Environmental Health Department, Eagle County, CO June 08, 2012 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 P.O. Box 4838 Edwards CO 81632-4838 Address Owner Information Permit Status: Active Project Address 210507301007 Permit Type: OWTS Permit Permit NO. OWTS-5-12-7552 Expires: 10/6/2012 Issue Date: 6/8/2012 Parcel No. 000113 MEADOW 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: (970)569-3189 Cell: Inspection For Inspections call: (970) 328-8755 Inspections: IVR OWTS Final Inspection 095 PhoneEngineer(s) 949-5072INTERMOUNTAIN ENGINEERING Contractor(s)Phone Primary ContractorLicense Number SCHOFIELD EXCAVATING (970)524-3478 Yes25-08 RICK CUNNINGHAM Permitted Construction / Details: Install exactly as depicted on the Inter-Mountain Engineering design drawings dated June 8, 2012, project #12-0019. The installation consists of a 1,000 gallon, two compartment concrete septic tank with 900 square feet of soil treatment area credit via 45 Infiltrator Q-4 chambers in two shallow trenches that are serially connected. Do not cover any portion of the system before inspection by the engineer. Engineer certification of proper installation and as build drawings are required prior to the use of the system. An alteration permit will be required to connect a future garage with apartment to this system without change to the absorption area. Owner must keep irrigation and animals away from the soil treatment area to prevent premature failure. Office Copy June 08, 2012 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 ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE: 800-225-6136 www.eaglecounty.us i A liml EAGLE COUNTY P.Q. Box 179 500 Broadway Eagle, CO 81631 www.eaglecounty.us PERMIT APPLICATION FOR ONSITE WASTEWATER TREATMENT SYSTEM OWTS PERMIT # - 1 f - 5 . BUILDING PERMIT # 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: Rick Cunningham Mailing Address: 113 Meadow Road, Edwards, CO Phone: 970.569.3189 email rbcunningham@yahoo.com Registered Professional Engineer: Jeff Spanel Phone: 970.949.5072 Applicant or Contact Person: Jeremiah Wendell Licensed Systems Contractor: Levi Schofield Company / DBA: Schofield Excavation Inc Mailing Address: PO Box 612, Gypsum, CO 91637 Phone: 970,445.0229 LiceneeF# Phone: 970.471.2707 email LFS@schofex. com Permit Application is for: x New Installation Alteration Repair Location of Proposed Onsite Wastewater Treatment System: Legal Description: Lot 9, Block 3, Lake Creek Meadows Subdivision Tax Parcel Number: 2105073-01-007 Assessor's Link: www.ea>;lecounty.usipatie! Lot Size: 4.960 Physical Address: 113 Meadow Road, Edwards, CO 81632 Building Type: x Residential / Single Family Number of Bedrooms: / Residential / Multi Family Number of Bedrooms: Commercial / Industrial* x Type of Use: Agricultural *These systems require design my a Registered Professional Engineer Type of Water Supply: Private Well Spring Surface x Public If Public Name of Supplier: Lake Creek Metro Water Applicant Signature: Office Use Only 952- Amount Paid: O Receipt #: Check #: Date: S 1 Z ************************************************************************************ PERMIT APPLICATION FOR ONSITE WASTEWATER TREATMENT SYSTEM OWTS PERMIT # _________________________ BUILDING PERMIT # __________________________ 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: ___________________________________ Phone: __________________________ Mailing Address: __________________________________ email ______________________________ Registered Professional Engineer: ____________________________Phone: _____________________ Applicant or Contact Person: ____________________________ Phone: _______________________ Licensed Systems Contractor: ___________________________ License # _____________________ Company / DBA: ___________________________________ Phone: __________________________ Mailing Address: ____________________________________email ____________________________ Permit Application is for: ____ New Installation ____ Alteration ____ Repair Location of Proposed Onsite Wastewater Treatment System: Legal Description: ____________________________________________________________________ Tax Parcel Number: __________________________________ Lot Size: ______________________ Assessor’s Link: www.eaglecounty.us/patie/ Physical Address: _____________________________________________________________________ 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 ____ Public If Public Name of Supplier: _____________________________________________________________ Applicant Signature: __________________________________________________________________ ************************************************************************************* Office Use Only Amount Paid: ___________ Receipt #: ________ Check #: _________ Date: ____________ DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE: 800-225-6136 www.eaglecounty.us P.O. Box 179 500 Broadway Eagle, CO 81631 www.eaglecounty.us July 2, 2012    Mr. Ray Merry  Eagle County Environmental Health Department  PO Box 179  Eagle, CO 81631‐0179    Via Email: ray.merry@eaglecounty.us    Re:  Cunningham Residence ‐ septic system for stable  Lot 9, Block 3, Lake Creek Meadows.  Permit No. OWTS‐5‐12‐7552  Project No. 12‐0019    Dear Ray:    Inter‐Mountain Engineering prepared the design for the Individual Sewage Disposal System  (ISDS) to serve the stable and future garage/apartment for Rick and Diane Cunningham.  The  ISDS was constructed by Scholfield Excavating.  An Inter‐Mountain representative visited the site  to observe the construction on June 20, 21 and 26, 2012.  The following photographs were taken  during the site visits:        Septic tank (6.20.12) – note culvert extends beyond septic tank.       Mr. Ray Merry  Lot 9, Block 3, Lake Creek Meadows.  Permit No. OWTS‐5‐12‐7552  Project No. 12‐0019  July 2, 2012  Page 2 of 3     Infiltrator trenches (6.20.12)          Serial connection of Infiltrators (6.20.12)      Mr. Ray Merry  Lot 9, Block 3, Lake Creek Meadows.  Permit No. OWTS‐5‐12‐7552  Project No. 12‐0019  July 2, 2012  Page 3 of 3   System after backfill (6.26.12) – note lids changed to cast iron as specified.    On June 21, measurements were taken to locate the system and the attached drawing was  updated to reflect these measurements.      The system appears to have been constructed in substantial conformance with the permitted  plans.  We would be happy to provide any further information or answer any questions.    Sincerely,  Inter‐Mountain Engineering                    Jeffery M. Spanel, PE  Vice President    CC: Dr. Richard Cunningham, Jeremiah Wendell    SPRING PL A G /HO Y CSS/EL TRI ASSOCIATION, INC. & yE GLE �AL� T EPHONE COMPANY / R HT —OF —WAY & EASEMENT OK 39, PAGE 2-78 / zj R 135. 00 / ��/ / / ��// // / / / / 11 FRREB"IF�E/ L=98.41' /// Tan= 51.5 o �'. 0 0 PROPOSED n STABLE WITH X/ WATER CLOSET SAND BATHROOM ° / / / C i ° r CLEAN —OUT / I / I lV CI' FUTURE GARAGE & 1 BDRM APMT pt I �S_ I I I � I —400.00 =107.63' � I an=54.14 I 1- / I =15 25'00 ' / I o I O I =25. = 39.2 =25.0 ' °00'00 ' P c 30" CMP u FUTURE DRIVE I I I I I 1 0 CONCRETE / O ° EPTIC TANK WITH \ / OAST IRON QOVERS/ / ° I I I � I I o EXISTING HOUSE I I \ o CO I I I /�Covc I(CLEAN —OUT / ° I LOT 9 �^ II I CLEAN-0 T � INSPECT ION PORTS \ \ /- I I I I ON I EA(vIy'"1 END I I I I I I 2 ROW OF 22 INFILTRATOR I 1 \ QUICK4 OF \ - II \ \ CHAMBE7 IN SERIAL CONFIGURATION > \ \ o \ i R 28 .00 L= 98.70' 164.71' \ \ \ \ \ 4= 60 03'O ' L -PROPERTY I , Rf�EI �' ,> PC GRAPHIC SCALE 30 0 15 30 60 MEADOW ROAD (50' R. 0. W ) ( IN FEET ) 1 inch = 30 ft. 0 s W a 0 0 Z o� •� to W V O o x a r.cc Lu y 5 Lu oz � �w �� U ' �Hr W cN3 W �a xj UN �a oN T � p G O � apimc vy`o _ _ $ o « y o p J•3E� U c Z � •- -o w8>C�O!'N N•-«v 3'- Z ONO D N � O oq pp n` N C W p C �mHE Z L p T•T y'O Q CO Ot?-pyW ya.m0 y N w g C C y 0- J? E L N_ Z p'� Q ova o dy �L p N«•C C N p�� � 00, 1 N oo`p� ro= 3 N p T C O 1.O •y"'-_, d N coj w N C N C O O E,E ads o os v O O O. 0 L � 00000Ev° f o E N"L TO C N = 0 .9L � �0 s O a U 0� �+ U z 0 V) J M 0 00 D 0 0 Of 0 a � U m C 0 O C o Y W Of U O 0 U W U Q ww J DESIGNED BY: DRAWN BY: SPF CHECKED BY: JMS DATE ISSUED: 7-3-12 PROJECT NO. 12-0019 SHEET NO. 1 of 1 J:\Civil 3D\120019\dwg\12-0019-ISDS 5-30-12.dwg . I CQ) 0 o � i ! z D COO o O � � I � 1-2 L--- --L - j - V 0 m nl Z O 9 NC c M m� rd ," [Q Z = �rR�1Gn a� y Z X 4 � � 1 Z X C _< 7; w � 0 W 0 �5 z N �' Z (U p �, y ( �a lb (o rn � a � O �, Q Q O Q a � O � (b� Q Q oQ �. cQ Q a cb N A O ioc If rZ_ O ^ N (14 a Zo ~° O� , ti r n I� "5 O aOZ° (b ao ao 0 Noc� O N so (b (7 ti n a v D m D Uoml n Z m O DOo my m CD I o N i N oNO(14ti C1 r� cc% rv, o O �► (3) Q)R'gN0\' RO,gO \\ O. II II II II ° lb° II II p k �� O O Q ooQ�'� �Np c� o o °p �, C A o �n o 'h �. N A II c n n O �I a n Z 0 o Q o o � Q O Q o c c O� Q o r Z O o Q ,� 00 o p _ _ O k O (b (b „�a Q o `b n Q ° Q `Q ru Q rD (b kQ (3o Cb Q O y cu �• Q o �,. oZ o° o a ° Q Q) cNl o o a o Q o a O Q° o cp j Q J N Q n Q `° Q° o Q o N , � Q 0 o I I o �O Q � QQ Q cD O Q a' p Q O C Q Fb p Q Q O a l Q Q IZZ CO- Q n n Q)II O N ~' J 41� cD � oo cb- ISDS DESIGN LOT 9, BLOCK 3 LAKE CREEK MEADOWS EAGLE COUNTY, COLORADO CLIENT. RICK AND DIANE CUNNINGHAM This document was prepared for the exclusive use of the Client specified hereon. The use of this document or the information contained herein by any other person or entity is not authorized. In the event that any other person or entity desires to use this document or the information contained herein for any purpose they must first obtain written authorization from Inter —Mountain Engineering. This document and any information contained herein is intended to be used within one year of the date hereof. Use after that period is not authorized. r Cn r � r W r N r r z M C4 c0 N CA 41 r Z r Z NOOOGa 0 M D U0 r M N N N pNj N NZ O W N v N N O m Cn Cn O D O o 0 0 0 70 0 0 0 0 o z 0000o c� m L, N v O G, N O so .00 P) U A N v Z o (D Q Q ° Q cD 1 a O cp rU cp (D rD Cn Q Q Ul Q Z (D rD rD O n n � Q Q CQ rD �. 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DATE REVISION BY r 1 e, County Systems Gleaners Reporting Farm (Pl( ase Print) Name of Systems Cleaner ALC't Name -of Service Person Date of Service17'..­_ Date of Inst ation Property Owner Physical. Address Lot 9 (4 Ff/LtGLI if Won r oum Telephone #_ G �I� (� v� w ca r o� s Subdivision L-OL(O'ce- �-i e_ajows Estimated Tank Size I;t-1� () Material of Tank # of Manholes Estimated Volume Pumped / _S G o Sludge Thickness 3 inches Baffle or Sanitary Tee in Place? Inlet Effluent Filter in Place? Dosing Mechanism Pimp Dosing Mechanism I Alarm Functiom'ng Properly Previous Pumping Date, if own g ^? Location of Septag'e Di9posal General Comments (include any 40 couK F-v-- signs of fail Depth to Manhole Covers , # of Compartments ;LW-:�t ep Scum Thickness � inches 5 � outlet UNK N Siphon ne� ry N 201 Z vD S Sri nA a& Syw+w►i �- C ure and all work in additi I certi that to the best of my knowledge the above information is true and correct, u . Was Fci on to pumping) Sketch (Location of Tank) L' Sign - IIIIIIIIIIIIIIIIIIIIIllilllllllllllllllllll111,1111111111111 I I I I I I I I I I I I I I I I I I I dompiplophopopdomar""o 1 Date �—I �_ Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970) 328-8730 Fax: (970) 328-7185 Permit Permit No. OWTS-027760-2023 Permit Type: OWTS Permit Work Classification: Major Repair Permit Status: Active Issue Date: 8/28/2023 Expires: 12/26/2023 On-Site Wastewater Treatement System Project Address Parcel Number 113 MEADOW RD, EDWARDS AREA,210507301007 Owner Information Address Richard & Diane Cunningham Phone: Cell: (970) 389-6254 Email: rbcunningham@yahoo.com Inspections: For Inspections Call: (970) 328-8755 Engineer Phone Email Intermountain Engineering, Jeffery Spanel (970) 949-9940 jspanel@inter-mtn.net Contractor License Number Phone Email Alpha Excavation LLC alpha1excavation@gmail. com (970) 471-6292OWTSPL-000224-20 23 Permitted Construction / Details: Install the new soil treatment area exactly as depicted in the Intermountain Engineering design dated August 26th, 2023, stamped and signed on August 28th, 2023 by Jeffery M Spanel, PE. This soil treatment area is designed to replace the STA originally permitted under #1147-92IS to serve the 5 bedroom residence. The OWTS consists of one existing sewer line from the residence and an existing 1,500 gallon tank. The STA consists of a bed with 4 rows of 26 Infiltrator Quick4 Plus Standard chambers for a total of 104 on natural soils. Inspection ports should be present in each corner of the bed. Contact Eagle County Environmental Health and the design engineer well in advance of requesting inspections prior to backfilling any component of the OWTS. The design engineer is responsible for conducting all inspections necessary to certify the installation and assure the functionality of the system. System certification, along with photos and a record drawing is required to be submitted to and approved by Eagle County Environmental Health prior to the use of the system or occupancy of the dwelling. THIS PERIMT 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 Issued by: Environmental Health Department, Eagle County, CO Danielle Salinsky Date August 28, 2023 CONDITIONS 1. 2.ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY PUBLIC HEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN CR.S. 25-10-101, et seq., AS AMENDED 3.THIS PERMIT IS VALID ONLY FOR PERFORMING WORK ON OWTS ASSOCIATED WITH 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 4.1.6(A)(1) EAGLE COUNTY PUBLIC HEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM REGULATIONS REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN ON-SITE WASTEWATER TREATMENT SYSTEM TO BE LICENSED Monday, August 28, 2023 1 8/22/23, 11:39 AM Application For Onsite Wastewater Treatment System- New OWTS, Major, and Minor Repairs https://docs.google.com/forms/d/1JEp6VTO_YlvOuG7DGY78Oi60DTRdCCQM_2Ty7QqUOhE/edit#response=ACYDBNjZymxKyDshh4SyYV5ZQH0…1/17 Proper ty Information https://property.eaglecounty.us/assessor/taxweb/search.jsp 113 Meadow Road, Edwards, CO 81632 2105-073-01-007 4.96 Application For Onsite Wastewater Treatment System- New OWTS, Major, and Minor Repairs INCOMPLETE APPLICATIONS MAY NOT BE ACCEPTED It is recommended that you apply for an OWTS Permit and Building Permit concurrently. State law requires the OWTS Permit to be issued prior to the Building Permit. OWTS Permits expire after 120 days without an active building permit. Physical Address * Tax Parcel Number:* Lot Size: 8/22/23, 11:39 AM Application For Onsite Wastewater Treatment System- New OWTS, Major, and Minor Repairs https://docs.google.com/forms/d/1JEp6VTO_YlvOuG7DGY78Oi60DTRdCCQM_2Ty7QqUOhE/edit#response=ACYDBNjZymxKyDshh4SyYV5ZQH0…2/17 Residential/Single Family Residential/ Multi Family Commercial/Industrial Other: 5 Private Well Public Spring Surface Lake Creek Metropolitan District Ownership and Contact Information Building Type:* Number of Bedrooms (if residential), or type of use (if commercial)* Water Supply:* If Public, Name of Supplier 8/22/23, 11:39 AM Application For Onsite Wastewater Treatment System- New OWTS, Major, and Minor Repairs https://docs.google.com/forms/d/1JEp6VTO_YlvOuG7DGY78Oi60DTRdCCQM_2Ty7QqUOhE/edit#response=ACYDBNjZymxKyDshh4SyYV5ZQH0…3/17 Richard & Diane Cunningham 970.389.6254 113 Meadow Road, Edwards, CO 81632-8121 rbcunningham@yahoo.com Jeffery M. Spanel PE 970.949.5072 jspanel@inter-mtn.net Proper ty Owner * Owner Phone Number * Owner Mailing Address Owner Email Address * Applicant/Contact Person:* Applicant Phone Number * Applicant Email Address * 8/22/23, 11:39 AM Application For Onsite Wastewater Treatment System- New OWTS, Major, and Minor Repairs https://docs.google.com/forms/d/1JEp6VTO_YlvOuG7DGY78Oi60DTRdCCQM_2Ty7QqUOhE/edit#response=ACYDBNjZymxKyDshh4SyYV5ZQH0…4/17 Licensed Systems Contractor Only Licensed Systems Contractors approved by Eagle County are authorized to perform work on OWTS in Eagle County. A list of Licensed Systems Contractors is available on the website: https://drive.google.com/le/d/1avu8QVUecGCiUTYK3FE3JiVKBO5AlLca/view?usp=sharing Alpha Excavation, Inc. OWTSPL-000224-2023 970.471.6292 TBD Licensed System Contractor Name/ License #* Contractor Phone Number * Contractor Email * 8/22/23, 11:39 AM Application For Onsite Wastewater Treatment System- New OWTS, Major, and Minor Repairs https://docs.google.com/forms/d/1JEp6VTO_YlvOuG7DGY78Oi60DTRdCCQM_2Ty7QqUOhE/edit#response=ACYDBNjZymxKyDshh4SyYV5ZQH0…5/17 New Installation- $1423 - New Builds of Residence or ADU Major Repair- $1023 - Full OWTS or Soil Treatment Area (STA) repair or replacement Minor Repair- $623- Tank Replacement Only Alterations - Alteration- $623- Bedroom Additions/ADU Additions/Remodels to an existing permitted OWTS. Small Repair- $223 - Sewer pipe replacements, pump replacements. Like-for-like replacement of component in the original Professionally Engineered Design. Does not change the way the system was designed to function. may include connections to auxiliary structures that do not increase daily ow rate. Work that does not require a permit includes : adding risers and/or tank lid replacements, tee replacement, cleanout replacements, and very minor ve feet or less of straight sewer pipe replacement where the contractor will submit scope of work and before and after photos to ECPHA New Installation- $1423 - New Builds of Residence or ADU The State Law requires that the OWTS permit be issued before the building permit is issued. If your application is incomplete, it will delay the issuance of your OWTS permit, and the issuance of the building permit. Eagle County Board of Health declares that its general policy is to require the use of public sewer systems where and whenever feasible and to limit the installation of OWTS only to areas that are not feasible for connection to public sewer. Eagle County will not issue an OWTS permit where the structure to be served is within the applicable Water and Sanitation District that provides public sewer, unless the public service provider is not willing to serve the structure, and authorizes the use of an OWTS. ALL OWTS IN EAGLE COUNTY MUST BE DESIGNED BY A COLORADO REGISTERED PROFESSIONAL ENGINEER. https://www.eaglecounty.us/environmentalhealth/septicsystems OWTS Permit Application is for  (For definitions of permit type go to https://docs.google.com/document/d/10KeutJAAb3GKeDvynMjuAiW6aek4- n3Utn723ulspIs/edit?usp=sharing) * 8/22/23, 11:39 AM Application For Onsite Wastewater Treatment System- New OWTS, Major, and Minor Repairs https://docs.google.com/forms/d/1JEp6VTO_YlvOuG7DGY78Oi60DTRdCCQM_2Ty7QqUOhE/edit#response=ACYDBNjZymxKyDshh4SyYV5ZQH0…6/17 Jeffery M. Spanel PE jspanel@inter-mtn.net jspanel@inter-mtn.net All of the Following Must be Summitted to be Considered a Complete Application: Electronically (preferred) to environment@eaglecounty.us By mail to Eagle County Environmental Health, PO Box 179, Eagle, CO 81631 Dropped off at Eagle County Oce, Community Development Department 500 Broadway in Eagle Dropped off at Eagle County Oce, 20 Eagle County Drive in El Jebel Professional Engineer Name:* Engineer Phone Number:* Engineer Email:* Satisfactory design with site plan and soil profile results from a Colorado Registered Professional Engineer will be submitted * 8/22/23, 11:39 AM Application For Onsite Wastewater Treatment System- New OWTS, Major, and Minor Repairs https://docs.google.com/forms/d/1JEp6VTO_YlvOuG7DGY78Oi60DTRdCCQM_2Ty7QqUOhE/edit#response=ACYDBNjZymxKyDshh4SyYV5ZQH0…7/17 Online (2.5% convenience fee) https://client.pointandpay.net/web/eaglecoenvhealth By mail to Eagle County Environmental Health, PO Box 179, Eagle, CO 81631 Dropped off at Eagle County Oce, Community Development Department 500 Broadway in Eagle Dropped off at Eagle County Oce, 20 Eagle County Drive in El Jebel The State Law requires that the OWTS permit be issued before the building permit is issued. Incomplete application, designs, will delay the issuance of the OWTS permit, and the issuance of the building permit/ An OWTS permit must be issued to the Licensed Systems Contractor prior to any installation, repair, or alteration work is performed. The contracted Licensed Systems Contractor must receive the permit from ECEH before the OWTS is installed. Completing this application does not constitute a permit. Eagle County’s review and approval of the Engineer’s design is required before a permit will be issued. Major Repair- $1023 Full Replacement of the System or Tank and/or Soil Treatment Area (STA) repair or replacement. Tank Only Replacement is considered a Minor Repair. Environmental Health Prioritizes the Review of Repair Applications and Designs “Repair” means restoration of functionality and/or treatment by reconstruction, relocation, or replacement of an on-site wastewater treatment system or any component thereof in order to allow the system to function as intended. The $1423 Permit Fee will submitted * I agree and understand that:* 8/22/23, 11:39 AM Application For Onsite Wastewater Treatment System- New OWTS, Major, and Minor Repairs https://docs.google.com/forms/d/1JEp6VTO_YlvOuG7DGY78Oi60DTRdCCQM_2Ty7QqUOhE/edit#response=ACYDBNjZymxKyDshh4SyYV5ZQH0…8/17 Emergency Use Permit May Be Required Concurrently with the issuance of a repair permit, the ECPHA may issue an emergency use permit authorizing continued use of a malfunctioning system on an emergency basis for a period not to exceed the period stated in the repair permit. Such an emergency use permit may be extended, for good cause shown, in the event repairs may not be completed in the period stated in the repair permit through no fault of the owner or occupant and only if the owner or occupant will continue to make repairs to the system. Malfunctioning. The OWTS or component within is not performing as designed, but not failing Failing. Sewage is leaking on the gound, into the ground untreated. Sewage is backing up into the house. Euent is ponding, daylighting, or being disposed of without secondary treatment from a STA. Other: ALL OWTS IN EAGLE COUNTY MUST BE DESIGNED BY A COLORADO REGISTERED PROFESSIONAL ENGINEER. https://www.eaglecounty.us/environmentalhealth/septicsystems The system is * If the system is failing please describe any emergency use steps being taken. Professional Engineer Name:* 8/22/23, 11:39 AM Application For Onsite Wastewater Treatment System- New OWTS, Major, and Minor Repairs https://docs.google.com/forms/d/1JEp6VTO_YlvOuG7DGY78Oi60DTRdCCQM_2Ty7QqUOhE/edit#response=ACYDBNjZymxKyDshh4SyYV5ZQH0…9/17 All of the Following Must be Summitted to be Considered a Complete Application: Electronically (preferred) to environment@eaglecounty.us By mail to Eagle County Environmental Health, PO Box 179, Eagle, CO 81631 Dropped off at Eagle County Oce, Community Development Department 500 Broadway in Eagle Dropped off at Eagle County Oce, 20 Eagle County Drive in El Jebel Online (2.5% convenience fee) https://client.pointandpay.net/web/eaglecoenvhealth By mail to Eagle County Environmental Health, PO Box 179, Eagle, CO 81631 Dropped off at Eagle County Oce, Community Development Department 500 Broadway in Eagle Dropped off at Eagle County Oce, 20 Eagle County Drive in El Jebel Engineer Phone Number:* Engineer Email:* Satisfactory design with site plan and soil profile results from a Colorado Registered Professional Engineer will be submitted * The $1023 Permit Fee will submitted * 8/22/23, 11:39 AM Application For Onsite Wastewater Treatment System- New OWTS, Major, and Minor Repairs https://docs.google.com/forms/d/1JEp6VTO_YlvOuG7DGY78Oi60DTRdCCQM_2Ty7QqUOhE/edit#response=ACYDBNjZymxKyDshh4SyYV5ZQH…10/17 The State Law requires that the OWTS permit be issued before the building permit is issued. Incomplete application, designs, will delay the issuance of the OWTS permit, and the issuance of the building permit/ An OWTS permit must be issued to the Licensed Systems Contractor prior to any installation, repair, or alteration work is performed. The contracted Licensed Systems Contractor must receive the permit from ECEH before the OWTS is installed. Completing this application does not constitute a permit. Eagle County’s review and approval of the Engineer’s design is required before a permit will be issued. Minor Repair- $623- Tank Replacement Only “Repair” means restoration of functionality and/or treatment by reconstruction, relocation, or replacement of an on-site wastewater treatment system or any component thereof in order to allow the system to function as intended. Please note: repairs or replacement of the Soil Treatment Area are considered a Major Repair, other components may qualify for a small repair permit Emergency Use Permit May Be Required Concurrently with the issuance of a repair permit, the ECPHA may issue an emergency use permit authorizing continued use of a malfunctioning system on an emergency basis for a period not to exceed the period stated in the repair permit. Such an emergency use permit may be extended, for good cause shown, in the event repairs may not be completed in the period stated in the repair permit through no fault of the owner or occupant and only if the owner or occupant will continue to make repairs to the system. I agree and understand that:* 8/22/23, 11:39 AM Application For Onsite Wastewater Treatment System- New OWTS, Major, and Minor Repairs https://docs.google.com/forms/d/1JEp6VTO_YlvOuG7DGY78Oi60DTRdCCQM_2Ty7QqUOhE/edit#response=ACYDBNjZymxKyDshh4SyYV5ZQH…11/17 Malfunctioning. The tank or component within is not performing as designed, but not failing Failing. Sewage is leaking on the ground, into the ground untreated. Sewage is backing up into the house. Tank is not water-tight. Other: ALL OWTS IN EAGLE COUNTY MUST BE DESIGNED BY A COLORADO REGISTERED PROFESSIONAL ENGINEER. https://www.eaglecounty.us/environmentalhealth/septicsystems The tank is * If the system is failing please describe any emergency use steps being taken. Professional Engineer Name:* Engineer Phone Number:* Engineer Email:* 8/22/23, 11:39 AM Application For Onsite Wastewater Treatment System- New OWTS, Major, and Minor Repairs https://docs.google.com/forms/d/1JEp6VTO_YlvOuG7DGY78Oi60DTRdCCQM_2Ty7QqUOhE/edit#response=ACYDBNjZymxKyDshh4SyYV5ZQH…12/17 All of the Following Must be Summitted to be Considered a Complete Application: Electronically (preferred) to environment@eaglecounty.us By mail to Eagle County Environmental Health, PO Box 179, Eagle, CO 81631 Dropped off at Eagle County Oce, Community Development Department 500 Broadway in Eagle Dropped off at Eagle County Oce, 20 Eagle County Drive in El Jebel Online (2.5% convenience fee) https://client.pointandpay.net/web/eaglecoenvhealth By mail to Eagle County Environmental Health, PO Box 179, Eagle, CO 81631 Dropped off at Eagle County Oce, Community Development Department 500 Broadway in Eagle Dropped off at Eagle County Oce, 20 Eagle County Drive in El Jebel An OWTS permit must be issued to the Licensed Systems Contractor prior to any installation, repair, or alteration work is performed. The contracted Licensed Systems Contractor must receive the permit from ECEH before the OWTS is installed. Completing this application does not constitute a permit. Eagle County’s review and approval of the Engineer’s design is required before a permit will be issued. Alteration- $623 Bedroom Additions/ADU Additions/Remodels to an existing permitted OWTS. Satisfactory design with site plan from a Colorado Registered Professional Engineer will be submitted: * The $623 Permit Fee will submitted * I agree and understand that:* 8/22/23, 11:39 AM Application For Onsite Wastewater Treatment System- New OWTS, Major, and Minor Repairs https://docs.google.com/forms/d/1JEp6VTO_YlvOuG7DGY78Oi60DTRdCCQM_2Ty7QqUOhE/edit#response=ACYDBNjZymxKyDshh4SyYV5ZQH…13/17 State Law requires that the OWTS permit be issued before the building permit is issued. If your application is incomplete, it will delay the issuance of your OWTS permit, and the issuance of the building permit. ALL OWTS IN EAGLE COUNTY MUST BE DESIGNED BY A COLORADO REGISTERED PROFESSIONAL ENGINEER. https://www.eaglecounty.us/environmentalhealth/septicsystems All of the Following Must be Summitted to be Considered a Complete Application: Existing OWTS Permit Number of Alteration:* Professional Engineer Name:* Engineer Phone Number:* Engineer Email:* 8/22/23, 11:39 AM Application For Onsite Wastewater Treatment System- New OWTS, Major, and Minor Repairs https://docs.google.com/forms/d/1JEp6VTO_YlvOuG7DGY78Oi60DTRdCCQM_2Ty7QqUOhE/edit#response=ACYDBNjZymxKyDshh4SyYV5ZQH…14/17 Electronically (preferred) to environment@eaglecounty.us By mail to Eagle County Environmental Health, PO Box 179, Eagle, CO 81631 Dropped off at Eagle County Oce, Community Development Department 500 Broadway in Eagle Dropped off at Eagle County Oce, 20 Eagle County Drive in El Jebel Online (2.5% convenience fee) https://client.pointandpay.net/web/eaglecoenvhealth By mail to Eagle County Environmental Health, PO Box 179, Eagle, CO 81631 Dropped off at Eagle County Oce, Community Development Department 500 Broadway in Eagle Dropped off at Eagle County Oce, 20 Eagle County Drive in El Jebel The State Law requires that the OWTS permit be issued before the building permit is issued. Incomplete application, designs, will delay the issuance of the OWTS permit, and the issuance of the building permit/ An OWTS permit must be issued to the Licensed Systems Contractor prior to any installation, repair, or alteration work is performed. The contracted Licensed Systems Contractor must receive the permit from ECEH before the OWTS is installed. Completing this application does not constitute a permit. Eagle County’s review and approval of the Engineer’s design is required before a permit will be issued. Small Repair- $223 Sewer pipe replacements, pump replacements. Like-for-like replacement of component in the original Professionally Engineered Design. Does not change the way the system was designed to function. May Satisfactory evaluation of existing design and proposed changes required with site plan and soil profile results from a Colorado Registered Professional Engineer will be submitted * The $623 Permit Fee will submitted I agree and understand that:* 8/22/23, 11:39 AM Application For Onsite Wastewater Treatment System- New OWTS, Major, and Minor Repairs https://docs.google.com/forms/d/1JEp6VTO_YlvOuG7DGY78Oi60DTRdCCQM_2Ty7QqUOhE/edit#response=ACYDBNjZymxKyDshh4SyYV5ZQH…15/17 include tanks. May include connections to auxiliary structures that do not increase daily ow rate. All repairs and connections must be completed by a licensed Eagle County OWTS Contractor. State Law requires that the OWTS permit be issued before the building permit is issued. If your application is incomplete, it will delay the issuance of your OWTS permit, and the issuance of the building permit. All of the Following Must be Summitted to be Considered a Complete Application: Online (2.5% convenience fee) https://client.pointandpay.net/web/eaglecoenvhealth By mail to Eagle County Environmental Health, PO Box 179, Eagle, CO 81631 Dropped off at Eagle County Oce, Community Development Department 500 Broadway in Eagle Dropped off at Eagle County Oce, 20 Eagle County Drive in El Jebel Existing OWTS Permit Number:* Describe the repair work to be done:* The $223 Permit Fee will submitted * 8/22/23, 11:39 AM Application For Onsite Wastewater Treatment System- New OWTS, Major, and Minor Repairs https://docs.google.com/forms/d/1JEp6VTO_YlvOuG7DGY78Oi60DTRdCCQM_2Ty7QqUOhE/edit#response=ACYDBNjZymxKyDshh4SyYV5ZQH…16/17 The State Law requires that the OWTS permit be issued before the building permit is issued. Incomplete application, designs, will delay the issuance of the OWTS permit, and the issuance of the building permit. It is best to submit the building permit to Community Development concurrently with this permit as most building permits have longer review times. An OWTS permit must be issued to the Licensed Systems Contractor prior to any installation, repair, or alteration work is performed. The contracted Licensed Systems Contractor must receive the permit from ECEH before the OWTS is installed. Completing this application does not constitute a permit. Eagle County’s review and approval of the work and existing PE design is required before a permit will be issued. Work that does not require a permit May Include: adding risers and/or tank lid replacements, tee replacement, cleanout replacements, and very minor ve feet or less of straight sewer pipe replacement where the contractor will submit scope of work and before and after photos to ECPHA All work on a OWTS must be completed by a licensed Eagle County OWTS Contractor. I agree and understand that:* Existing OWTS Permit Number: (if not known please state so)* Describe the repair work to be done:* 8/22/23, 11:39 AM Application For Onsite Wastewater Treatment System- New OWTS, Major, and Minor Repairs https://docs.google.com/forms/d/1JEp6VTO_YlvOuG7DGY78Oi60DTRdCCQM_2Ty7QqUOhE/edit#response=ACYDBNjZymxKyDshh4SyYV5ZQH…17/17 Photos of before and after will be submitted to Eagle County Environmental Health environment@eaglecounty.us Only an Eagle County Licensed Systems Contractor must perform work on an OWTS. Any additional work may require a permit and will be submitted for review to Eagle County EH This form was created inside of Eagle County Government. I agree and understand that:*  Forms Inspection Result Eagle County, Colorado P.O. Box 179 500 Broadway Eagle, CO Phone: (970) 328-8730 Fax: (970) 328-7185 IVR Phone: 1-866-701-3307 Inspection Number: EDWARDS AREA - 113 MEADOW - 525105 Permit Number: OWTS-027760-2023 Inspection Date: 08/31/2023 Inspector: Salinsky, Danielle Permit Type: OWTS Permit Inspection Type: OWTS Final Inspection Work Classification: Major RepairOwner:Richard & Diane Cunningham Job Address:113 MEADOW RD IVR Pin Number:199853 EDWARDS AREA, CO Project:<NONE> Parcel Number:210507301007 Contractor:Phone: (970) 471-6292 / Cell: (970) 471-6292Alpha Excavation LLC Inspection Status: Approved Inspection Notes Inspector Comments Added Item: Septic Tank Existing tank to be used. Risers added to bring to grade. Inlet had settled so this was to be repaired and elevation recorded. Added Item: Record Drawing Received 9/8/2023 from Inter-Mountain Engineering. Added Item: Record Photos Received 9/8/2023 from Inter-Mountain Engineering. Added Item: Site and Soil Received 8/28/2023 from Intermountain Engineering. Added Item: Final Certification Letter Received 9/8/2023 from Inter-Mountain Engineering. Added Item: General Plan Received 8/28/2023 from Intermountain Engineering. Added Item: Soil Treatment Area (STA) Passed 8/31/2023. The STA consists of a bed with 4 rows of 26 Infiltrator Quick4 Plus Standard chambers for a total of 104 on natural soils. Added Item: Identification of Systems Contractor Tuesday, September 12, 2023 For more information visit: http://www.eaglecounty.us Page 1 of 2 Alpha Excavation was the licensed installer. Tuesday, September 12, 2023 For more information visit: http://www.eaglecounty.us Page 2 of 2 VAIL VALLEY OFFICE 30 Benchmark Road, Suite 216 I PO Box 978 I Avon, CO 81620 970.949.5072 I info@inter-mtn.net September 8, 2023 Rick and Diane Cunningham 113 MEADOW RD EDWARDS, CO 81632-8121 rbcunningham@yahoo.com Re: Lot 9, Block 3 Lake Creek Meadows 113 Meadow Road, Edwards, CO Construction observations - replacement absorption field Dear Rick & Diane: Inter-Mountain Engineering prepared the design for a replacement absorption field for your home at 113 Meadow Road, in Edwards, CO. Alpha Excavation constructed the field. A representative of this office reported to the property on August 31 to observe the construction & take measurements for an as-built map of the absorption field and sanitary service line. The following photographs were taken by the contractor and this office during construction: September 8, 2023 Page 2 of 5 Rick and Diane Cunningham Re: Lot 9, Block 3 Lake Creek Meadows 113 Meadow Road, Edwards, CO Construction observations - replacement absorption field VAIL VALLEY OFFICE 30 Benchmark Road, Suite 216 I PO Box 978 I Avon, CO 81620 970.949.5072 I info@inter-mtn.net September 8, 2023 Page 3 of 5 Rick and Diane Cunningham Re: Lot 9, Block 3 Lake Creek Meadows 113 Meadow Road, Edwards, CO Construction observations - replacement absorption field VAIL VALLEY OFFICE 30 Benchmark Road, Suite 216 I PO Box 978 I Avon, CO 81620 970.949.5072 I info@inter-mtn.net September 8, 2023 Page 4 of 5 Rick and Diane Cunningham Re: Lot 9, Block 3 Lake Creek Meadows 113 Meadow Road, Edwards, CO Construction observations - replacement absorption field VAIL VALLEY OFFICE 30 Benchmark Road, Suite 216 I PO Box 978 I Avon, CO 81620 970.949.5072 I info@inter-mtn.net P.O. BOX 978, AVON, CO 81620 PH: (970)949-5072 FAX: (970)949-9339 9618 BROOK HILL LANE, LONE TREE, CO 80124 EMAIL: INFO@INTER-MTN.NET20'SCALE: 1" = 20'040' VAIL VALLEY OFFICE 30 Benchmark Road, Suite 216 I PO Box 978 I Avon, CO 81620 970.949.5072 I info@inter-mtn.net August 26, 2023 Rick and Diane Cunningham 113 MEADOW RD EDWARDS, CO 81632-8121 rbcunningham@yahoo.com Re: Lot 9, Block 3 Lake Creek Meadows 113 Meadow Road, Edwards, CO Replacement absorption field design Dear Rick & Diane: Inter-Mountain Engineering prepared the following design for a replacement absorption field for your home at 113 Meadow Road, in Edwards, CO. Kumar & Associates Inc. was engaged to provide the required evaluation of the soil profile within the leach field. The design has been prepared to meet the requirements of the Eagle County Public Health Agency On-site Wastewater Treatment System Regulations, effective August 24, 2018 (OWTSR). Existing Construction: The 5 bedroom 5 ½ bath home was constructed in 1992. Eagle County Environmental Health provided the permit for the existing On-site Wastewater Treatment System (OWTS) for review. The existing OWTS was constructed in 1992 and included a 1500-gallon plastic septic tank with an absorption field consisting of 21 infiltrator units. The field is undersized, which likely led to its failure. Municipal domestic water service is provided by the Lake Creek Metropolitan District. Placement of the replacement absorption field is restricted by the location of existing utilities and the owners desire to preserve the existing vegetation on the property. In 2012 a separate OWTS was permitted & constructed to serve a detached stable and 1 bedroom apartment on the western portion of the property. This OWTS is not a part of and unaffected by this design. Site Conditions: The field exploration for the OWTS was conducted by Kumar & Associates on July 13, 2023. Two profile pits (Profile Pits 1 and 2) were excavated at the approximate locations shown on the OWTS plan to evaluate the subsurface conditions at the planned soil treatment area. A representative of Kumar & Associates logged the excavations. Logs of the profile pits are provided in their July 26, 2023 report which is attached as Exhibit A. The subsoils encountered were about 6 inches of feet of organic topsoil underlain by Loam to the pit depth of 8 feet. Hydrometer and gradation analyses were performed on a disturbed bulk sample of the soils obtained and the tested samples classify as Loam per the USDA system. No free water nor indications of seasonal high groundwater were observed at the time of the pit excavations. Soils were moist to slightly moist. Design Flow: Table 6-1 Single Family Residential Design Flows of Section 43.6 “Wastewater Flow and Strength” of the Eagle County OWTSR specifies an occupancy of 8 persons and Design Flow of 600 Gallons per day for a 5 Bedroom house. Based on Table 6.2 the estimated BOD5 is 160 pounds per day. 5020 County Road 154 Glenwood Springs, CO 81601 phone: (970) 945-7988 fax: (970) 945-8454 email: kaglenwood@kumarusa.com www.kumarusa.com Office Locations: Denver (HQ), Parker, Colorado Springs, Fort Collins, Glenwood Springs, and Summit County, Colorado July 26, 2023 Inter-Mountain Engineering Attn: Jeff Spanel P.O. Box 978 Avon, Colorado 81620 jspanel@inter-mtn.net Project No. 23-7-357 Subject: Profile Pit Evaluations, Lot 9, Block 3, Lake Creek Meadows, 113 Meadow Road, Eagle County, Colorado Dear Jeff: As requested, we are providing evaluations of profile pits for design of an onsite wastewater treatment system (OWTS) at the subject site. This letter provides the findings of our study and general classification of the subsoils at the soil treatment area. The services are in accordance with our proposal for professional engineering services to you dated June 12, 2023. The field exploration for the OWTS was conducted on July 13, 2023. Two profile pits (Profile Pits 1 and 2) were excavated with an excavator at the approximate locations shown on Figure 1 to evaluate the subsurface conditions at the planned soil treatment area for the OWTS as provided by you. The pits were logged by a representative of Kumar & Associates. Logs of the profile pits are provided below. Log of Profile Pit 1 Depth USDA Classification 0-½’ TOPSOIL; organic Loam, firm, moist, dark brown. ½’-8’ LOAM; stiff, slightly moist to moist, brown, moderate blocky structure.  Disturbed bulk sample obtained from 4 to 5 feet.  Bottom of pit @ 8 feet.  No groundwater or redoximorphic features observed at time of pit excavation. Log of Profile Pit 2 Depth USDA Classification 0-½’ TOPSOIL; organic Loam, firm, moist, dark brown. 1½’-8’ LOAM; stiff, slightly moist to moist, brown, moderate blocky structure.  Disturbed bulk sample obtained from 3 to 4 feet.  Bottom of pit @ 8 feet.  No groundwater or redoximorphic features observed at time of pit excavation. Kumar & Associates SILT COBBLES COARSE GRAVEL MEDIUMMEDIUMV. FINE SAND CLAY FINE CO.FINEV. CO.CO.FINE Kumar & Associates SILT COBBLES COARSE GRAVEL MEDIUMMEDIUMV. FINE SAND CLAY FINE CO.FINEV. CO.CO.FINE Kumar & Associates NOT TO SCALE05/20/2015EMB1 of 1DFHDrawn by:Scale:Checked by:Sheet:Date:INFILTRATOR WATER TECHNOLOGIES4 Business Park Rd. Old Saybrook, CT 06475(800) 221-4436INFILTRATOR®water technologiesQUICK4 PLUS STANDARD CHAMBERPRODUCT SPECIFICATIONSPRESSURIZED PIPE DRILLPOINTS LOCATIONS(2 PLACES)(EFFECTIVE LENGTH)TOP VIEWSIDE VIEWEND VIEWQUICK4 PLUS ALL-IN-ONE 12 END CAPINSPECTION PORT2" diam.INFILTRATOR WATER TECHNOLOGIESQUICK4 PLUS STANDARD CHAMBERPRODUCT SPECIFICATIONS(NOT TO SCALE)INSPECTION PORT4" diam.NOT TO SCALE05/20/2015EMB1 of 1DFHDrawn by:Scale:Checked by:Sheet:Date:INFILTRATOR WATER TECHNOLOGIES4 Business Park Rd. Old Saybrook, CT 06475(800) 221-4436INFILTRATOR®water technologiesQUICK4 PLUS STANDARD CHAMBERTYPICAL BED DETAILSECTION VIEWINFILTRATOR WATER TECHNOLOGIESQUICK4 PLUS STANDARD CHAMBERTYPICAL BED DETAILSECTION VIEW(NOT TO SCALE)ESTABLISH VEGETATIVE COVERNATIVE BACKFILL*SIZE OF SYSTEM DETERMINED BY DESIGNPRESSURE PIPE (TYP.)IF REQUIREDCLEAN-OUT COVER TO GRADEENCASEMENT TRENCH WIDTH(CONCRETE OR ROAD-BASE)45 DEGREE BEND45 DEGREE WYESEWER LATERALBEDDING MATERIAL30 BENCHMARK RD., STE 216, P.O. BOX 978, AVON, CO 81620 PH: (970)949-5072 / EMAIL: INFO@INTER-MTN.NET20'SCALE: 1" = 20'040'PRELIMINARY 9/12/23, 1:06 PM IMG_3698.jpg https://mail.google.com/mail/u/0/#inbox?projector=1&messagePartId=0.1 1/1 9/12/23, 1:06 PM IMG_3699.jpg https://mail.google.com/mail/u/0/#inbox?projector=1&messagePartId=0.1 1/1 9/12/23, 1:06 PM IMG_3700.jpg https://mail.google.com/mail/u/0/#inbox?projector=1&messagePartId=0.1 1/1 9/12/23, 1:06 PM IMG_3701.jpg https://mail.google.com/mail/u/0/#inbox?projector=1&messagePartId=0.1 1/1