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Home My WebLink About1301 Red Canyon Creek Rd - 194124402004INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, Colorado 81631 Telephone: 328-8755 BP_10683 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1629 Please call for final inspection before covering any portion of installed system. OWNER: Richard & Jennifer Kass PHONE: (970) 949-4678 MAILINGADDRESS: P.O. Box 736 City: Avon State: CO Zip: 81620 APPLICANT: same PHONE: SYSTEMLOCATION: Lot-# 10, Red Canon RGtateG TAX PARCEL NUMBER: 1941-244-02-004 LICENSED INSTALLER: Holland Construction, Steve Holland LICENSE NO: 65-96 DESIGN ENGINEER OF SYSTEM: Inter -Mountain Engineering, Richard Ricks INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 1250 GALLON SEPTIC TANK ABSORPTION AREA REQUIREMENTS: ' SQUARE FEET OF SEEPAGE BED 750 SQUARE FEET OF TRENCH BOTTOM. via 21 infiltrator units as per design SPECIAL REQUIREMENTS: Install as per engineer'R deGivn dated 8-13=-96 rleanouts required every 100 feet of pipe. Do not back fill with cobbles larger than 8" in diameter. No surface activit over system that would cause s stem to fail. ENVIRONMENTAL HEALTH APPROVADATE: October 2. 1996 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. 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. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM: (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED ABSORPTION OR DISPERSAL AREA: 756 SQUAREFEET. via 21 infiltrator units as per design. INSTALLED SEPTIC TANK: 1250 GALLON DEGREES FEET FROM Gee G it e ? 1 an f nr logy a t i nn G SEPTIC TANK ACCESS TO WITHIN 8" OF FINAL GRADE AND PROPER MATERIAL AND ASSEMBLY X YES —NO COMPLIANCE WITH COUNTY/STATE REQUIREMENTS: _x YES _ NO ANY ITEM CHECKED NJJO,, REQUIRES CORRECTION BEFORE FIIN/AL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION /WHEN WORK IS CORRECTED. COMMENTS: _ >S� k , LJIt�QL ,f11O1 rho �.t /f 1� /I.QC+?�Gk'd_Qy� /a/�% ;?6 ENVIRONMENTAL HEALTH APPROVAL: DATE: -71O �7 ENVIRONMENTAL HEALTH APPROVAL: DATE: (RE -INSPECTION IF NECESSARY) RETAIN WITH RECEIPT RECORDS APPLICANT / AGENT: OWNER: PERMIT FEE PERCOLATION TEST FEE RECEIPT# CHECK# (Site Plan MUST be attached) ISDS Permit # l[!J< /, APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. O. BOX 179 EAGLE, CO 81631 328-8755/927-3823 (El Jebel) ************************************************************************** * PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00 * * * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" ************************************************************************** PROPERTY OWNER:-Rv-t-�M ck-e--�l PHONE: (W ) MAILING ADDRESS: ►�� F�c�u �1® ,,.,,. APPLICANT/CONTACT PERSON: _ ri1P e�'a PHONE: ( ) MAILING ADDRESS: LICENSED ISDS CONTRACTOR: 7 COMPANY/DBA: ADDRESS: PHONE: ( ) ************************************************************************** PERMIT APPLICATION IS FOR: ( New Installation ( ) Alteration ( ) Repair *************************************************************************** LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: - Building Permit # (if known)L�fi�o Legal Description: Subdivision: vt tx) ��iling: _Block:A�A_-Lot Nd.--t�lt3 Tax Parcel Number: q t-_�_ Q Lot Size:.f� Street Address: Vhq- BUILDING PE: (Check applicable category) ( Residential/Single Family ( ) Residential/Multi-Family* ( ) Commercial/Industrial* TYPE OF WATER SUPPLY: (Check applicable category) (Vr Well ( ) Spring ( ) Surface ( ) Public Name of Supplier: Number Number Type _ of Bedrooms of Bedrooms *These system requi:�d desi3n by a Registered Professional Engineer SIGNATURE• Date: ******* ***** *********************************************************** TO BE OMPLE D BY THE COUNTY AMOUNT j ` 6b RECEIPT # : 3 3 b DATE: I �I CHECK # : CASHIER: Community Development Department (970) 328-8730 Fax: (9701 328-7185 TDD: (970) 328-8797 EAGLE COUNTY, COLORADO July 11, 1997 Jennifer and Richard Kass P.O. Box 736 Avon, CO 81620 RE: Final of ISDS Permit No. 1629-96, Tax Parcel #1941-244-02-004. Property location: 1301 Red Canyon Rd., Wolcott, CO. Dear Mr. & Mrs. Kass: Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 This letter is to inform you that the above referenced ISDS Permit has been inspected and finalized. Enclosed is a copy to retain for your records. This permit does not indicate compliance with any other Eagle County requirements. Also enclosed is a brochure regarding the care of . your septic system. Be aware that later changes to your building may require appropriate alterations of your septic system. If you have any questions regarding this permit, please contact the Eagle County Environmental Health Division at (970) 328-8755. Sincerely, Janet Kohl Environmental Health Department Eagle County Community Development ENCL:Information Brochure Final ISDS Permit cc: files Community Development Department (970) 328-8730 Fax: (970) 328-7185 TDD: (970) 328-8797 EAGLE COUNTY, COLORADO Date: October 2, 1996 TO: Holland Construction Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 FROM: Environmental Health Division RE: Issuance of Individual Sewage Disposal System Permit No. 1629-96. Tax Parcel # 1941-242-02-004. Property Location: Lot # 10, Red Canyon Estates, Kass residence. Enclosed is your ISDS Permit No. 1629-96. It is valid for 120 days. The enclosed copy of the permit must be posted at the installation site. Any changes in plans or specifications invalidates the permit unless otherwise approved. Systems designed by a Registered Professional Engineer must be certified by the Engineer indicating that the system was installed as specified. Eagle County does not perform final inspections on engineer designed systems. Your TCO will not be issued until our office receives this certification. Permit specifications are minimum requirements only, and should be brought to the property owner's attention. This permit does not indicate conformance with other Eagle County requirements. If you have any questions, please feel free to contact the Environmental Health Division at 328- 8755. cc: files Inter -Mountain Engineering, Richard Ricks u s�r rA Inter -Mountain EnW-uee14njqLtd. r SOILS AND FOUNDATION INVESTIGATION FOR PROPOSED RESIDENCE LOT 10, RED CANYON ESTATES JUNE 6, 1996 77 Metcalf Road. #201 • Box 978 • Avon, Colorado 81620 • Phone: 970-949-5072 • From Denver Direct: 893-1531 1420 Vance Street • Lakewood, Colorado 80215 • Phone: 303-232-0158 .. ....... TABLE OF CONTENTS EXECUTAT SUMMARY ................. o ...................................................................................... SCOPE......... 7 .. ...................................................................................................................................... 3 TABLE OF CONTENTS EXECUTAT SUMMARY ................. o ...................................................................................... SCOPE......... 7 .. ...................................................................................................................................... 3 SITE LOCATION AND DESCRIPTION............................................................................. ........... 3 SITEj[NVL-Sl.GATTON ......................................................................... ....................... ................... 4 SUBSURFACE AND GROUNDWATER CONDITIONS..............................................................4 PROPOSED CONSTRUCTION ...................................................................................... ................. 5 FOUNDATION RECOMMENDATIONS ............................................. .......................................... 5 SLAB CONS'j'wZUCTION ................ o .................................................................................................. 6 GROUNDWATER AND DRAIN SYSTEM ..................................................................................... 7 REINFORCING......................................................................................................... ................. 7 CRAWLSPACE COVER L .................................................................................................................. 7 BAtICML AND SURFACE DRAINAGE .......................................................... ........................... 8 LAWNIRRIGATION.......................................................................................................................... 8 MISCELLANEOUS............................................................................................................................ 9 AAA VAN � t t SUBSURFACE AND GROUT The +generalized soil stratigraphy is presented below. The stratum symbols and solid lines which are used to illustrate the various strata break on the Summary of Test Borings are approximate as the transitions between soil types may occur suddenly or relatively gradual. Underlying the thin topsoil sandy SELT and variable gravels were encountered. Results of the swell -consolidation test indicate that the soils are slightly expansive. The results of tests indicated a to 7 percent swell under 1000 psf loading. ��fr ; ;The Indexes to Geological Mapping for Eagle County, Coloradoprepared by Charles. S. J!RQPQSFD,.r_O_NS_MUCIION The project site consists of the construction of a single family residence on the site. The residence is to be of wood frame construction with concrete slab on grade construction for the ground floor. We anticipate that the residence will be a two-story structure with a walk out basement. I to 5 kips per linear foot, and isolated column v0 loading is anticipated to range from Fout dation fr loadings are anticipated to range from approximately 5 to 25 kips. FOUNDATION RECOMMENDATIONS Based upon the results of field explorations and the laboratory testing, we recommend that conventional spread footing foundation system be used. The foundations may be designed for a bearing pr,-.ssv,of 2000 psf for footings bearing on undisturbed sandy SELT, and approved fill : materials cc-,;ipacted to the recommendations provided herein. At this pressure, settlements are anticipated to be within tolerable limits for wood frame construction, provided the improvements in the bearing soils will be made as discussed herein. The footing excavations should be relatively smooth, free of debris, organics, loose soil, frost, and standing water. Any over -excavations should be backfilled and compacted to 100 percent wi thin 2 percent of optimum moisture as determined by a. Standard Proctor Test (ASTM D-698). A representative of this office should be contacted to inspect the foundation excavation to verify that the soil conditions are the same as tnoss anticipated in this report. After A of the final grading is completed, the bottom of the footings should be covered with a minimum of 48 inches of backfill for frost protection. Voids left by the removal of cobbles in the bottom of the footing excavation should be filled with lean concrete or a granular soil with a maximum particle size of 3 inches compacted to 100 tu percent cif Sto�idard Proctor Density (ASTM D-698), within 2 percent of optimum, moisture.. o• 1 . : r t .. o r t�� Y P,Lt A�c,A )a .,� , n d � ; All partition walls (non -load bearing) located on slabs should have at a 1-1/2 inch void space at the base the walls to allow the slab to move vertically, refer to detail. The void spaced should be •. monitored periodically to ensure that the void does not close.. _ _ f ,� r,.w . -) ; �t A good alternative, to a concrete slab -on -grade floor with the associated risk of differential movements causing cracking, is to. use structural floor systems vaith crawl spaces `Seasonal fluctuations and climatic conditions may cause some vertical movements in floor slabs. GROUNDWATER AND DRAIN SYSTEM y While no groundwater was reported in the soil test borings at the time the field investigation was conducted, it is possible that seasonal variations will cause fluctuations, or for a water table to be present in the upper soils during the spring months, or after prolonged periods of rain A foundation �;. perimeter drain as detailed on Figure No. 11 is recommended to reduce the risk of surface water t� 5 < infiltrating the footing subsoils. A.�l�i%t! ✓114��.tts and t REINFORCING rt "to I fl�'.liux l l 4 t The foundation should be well reinforced and rigid enough to withstand differential settlements. Walls retaining earth should be designed to resist an equivalent fluid pressure of 35 pCf for } an "active" case assuming a level drained backfill condition. For "at rest" conditions such as basement walls, an equivalent fluid pressure value of 50 pef may be used for "at rest" conditions. �. j} CRAWL SPACE COVER ...' 1)<" a"c; :g�:Ii.Floilr�t.Ttlt� spray ��C7rt1 1$to �l+ Y�ilili�till<� \:':1 �3 5.., f i When moist soils are encountered in the excavation, the ground surface in crawl space areas should be covered with an impervious moisture barrier sealed against the footings. , This will help to reduce humidity in the crawl space area ; , ,�wj�,,: , >wt{., t4ra if' is advible' f�� pit of#'�vem a!'*P4 ri;�k>ti+x*fisRt V 4• Y id { ,1nr,t�kf !�i4{ar tF ! Fif b � h..N1 7 +e•A� ,:'E �1!'(f`� •Y 1 .t.. "P4.AJ.Ei �� g �"'5M4;�`*'�}' P t ' MSC'ELLANEOUS i, # The recommendations provided herein are based on experience in the area and. from the on -site field. exploration. The information obtained from the field exploration and laboratory testing reflects } . , subsurface conditionF� only at the specific locations at the particular times designated , ,,Subsurface conditions at other locations and times may differ from the conditions at these locations. The extent of any variations between the test borings may not appear evident until excavation is performed However,.only minor variations are expected. If during construction conditions appear to be different, j this office should be advised so reevaluation of the recommendations maybe made. This report has been prepared for the exclusive use of Richard & Jennifer Kass for the specific application to the proposed residence to be located on Lot 10, Red Canyon Estates, Eagle County, f„ Colorado. The findings and recommendations of this report have been prepared in accordance with locally accepted professional engineering standards for similar conditions at this time. There is no other : t,> warranty, either expressed or implied.i Y Sincerely, ,. INTER-MOUNTAIRENGINEERI£�TtJ, ;17'110M James V nel ' Staff gin , E. T. } F s Richard O, C� P. P °'t� ,, �x SI , rat n } Geotechnical Engineer, ,, s � f lg 72"1ti';�,�1��'►�..`�,',, 4t fir E 4 � +-.�` �.. r: nry„nr„pti, L..w.Y»:�•�w ar M..rsiq'+..W W e � 41•..r.f.t g f .. 13/12 p 1i 9 18/12 .3 { i, 12 - Y s 21/12 i Is. l e '18 31/12 Topsoil Sandy SILT 3 GzYnstl4a .+ •.' 11 Oft SAY ! 6 3 ¢'-� 4t L t +' v $ #,� i r 8i F„�i,� ,W�d f 4 ! 1.�{ _ t at ! r ti If e; Wi' M Gl FI. CaRt4 '�r ` ""'ON k3 k �p'F i N MO �J �'trrK jaen;,� ` r Inr RN F Sandy SILT and Increasing Gravels, n ' �.f9 . f �YF 3�'M }i. SYt2'Zt 4CrAe�fi r ' 3 V+a�'t`�ni Boring Terminated of 20'. No measurable groundwater reported.1$`ytT° N48 o C jy�+t, 4 �' S �... '" il.:> � ��•. 1] A. 'E w w- BORING. NO. 2 B \ /12 k © 25 12 }}\ � 35/12 KEY TO SYMBOLStti b.61 -fiesdription Ataisymbols Topsoil t X U - �,!Sandy!SILT Sandy SILT and Gravel California sampler it s yta "A. 9, Rct' bra 5, X3 U40 DO& ,"A A i M&A Exploratory Borings were drilled on 05-17-96 using a Track Mounted Drill Rig. No free water was encountered at the time of drilling. rk ore* locations were taped from existing features. These logs are subject to the limitations, conclusions andJl'. recommendatios provided in this report. 1 t X, (Min) [Feet] [Inches) (Inches) (Minfin] 0 Red Silty SANDS t p 16 7/8 water Added ; I �c 15 ! ,.. 18. +..1 1/8 13.33 K K ar } } r :,�s1 O t t tls7a"k [T j p 1615116' Water Added ' t ;/35r r t, 15 17 7/8 •15/16 16.06 p 16 314 Water Added i 15 17 11/16 -15/16 16.00 1 2-2" + 0 16 1/2 Water Added 15 17 5/16 .13/16 18.46 16 1/2 Water Added 171i p ; 17 3/8 4 15 � #2 Time Interval Measurement Drop in H2O Perk -Rate ' [Min) (Feet] (Inches) [Inches] [Min/in] 0' s Red Silty SAND d p 19 Water Added w 15 ` ;', ' 2015/18 -1 15/16 7 74 ' 1{ E 1 18 3/4 ; Water Added I ' #`i"f' r� -arr ka _. MiN ', 15 20 3/8 •1 5/8 9.23 ;: , p 18 314 Water Added 15 20 114 •1 1/2 10.00 p 17 314 Water Added t 15 19 318 •1 518 9.23 0 18 1/4 Water Added 15 1911/16` •1 7/16 10.43 18 3/4 + Wit erAdded M { 20 15 i .1 114 12.00 5 f ' 20 318 1 318 13.33 ` #3 Time Interval Measurement Droa in H2OPerk-Rate t (Min) [Feet] (Inches) [Inches] (Min/inj '-1' ``16 7/ WstarAddded :1 15 ! 18 1118 •1 518 9.2 0 17 7/16 '" Water Added E ; 15 18 518 -1 3116 12.63 0 16 1/16 Water Added 15 17 114 -1 3/16 12.63 0 16 1/2 Water Added 15 z 17 1/2 16.00 151&16 ._.rx WaterAdded 18 718 •1 1118 14.14 ,. rVfy"tl r s i�V> j t t gZ11 CC,P Y rya Ivels �F t<z SWELL -CONSOLIDATION TEST REPORT 1 SWELL 0 c 0 COMPRESSION 0 In E 0 4j 2 C. (L 3 4 5 5,�i .......... Wateri. Added ......... ....... .... .. . Q 0.1 0.5 2 5 01 Applied Pressure ks Swell1 Not. Nat.L L PI I Dry Dens. , S p G r p ti a 1, void ro t i a press.Sat Moist. (Pcf)— 2.25 24.4 7. 1 4.6 % 110.7 2.650 0.4949 - SWELL -CONSOLIDATION TESTREPORTS' 3 jjp;qy r'(14,: GG ti ~ -rt'f IwYu .ty. N_a..A•:: al ' a..,4:W%a r.,�...�f i 1 2 r 1 1 tf I 4 + 1 SWELL 0 (D COMPRESSION (n i N 2 a.......................... p Water Added y 4xa 4J d 4 EIF -+ I .k _ 6 7 0. 1 0.5 1 AppI ied Pressure''-''ksf Swell Nat.' Nat. Dry Dens. LL PI Sp or: Init)a"YoId ratio press. Sat. Moist. (pcf) 0.75 76.0 % 12.1 % 116.4 2.650 0:4209 MATERIALDESCRIPTION TEST RESULTS Sandy` S I; LT' w/ sm 1, ang . Percent swell = 0.3 sondstone_.grovel Project No,: 96-0147G "-`- Project: Lot 10 Red Canyon Estates Remarks. k> r w Location: Bore # 2 0 4' ., Date: 05-30-96 AWJrft*riLzx4m'ex-iLwx*rLta- No Fig r Test % +3" % GRAVEL % SAND % SILT % CLAY USCS '' LL'' PI • 1 0.0 7.5 35.3 57.2. SIEVE PERCENT FINER inches • size 0.75 96.1 0.5 96.1 0.375 95.4 GRAIN SIZE D 60 0:0933 D 30 D10 COEFFICIENTS Cc CU SIEVE number PERCENT FINER • size 4 92.5 8 88.1 16 83.2 30 78.3 40 75.9 50 73.9 100 66.1 200 57.2 A nI��:+cr-1Vlau=ttaiu En ginc crin g Ltd. Somple:in,f.ormotion; • Bore" #1 .aE. 9' S I i Grove I,y ,Sondy. S I LT Reddish r r fN. r PROJECT: PROPOSED RESIDENCE z' j ® LOT 10, RED CANYON ' ESTATES ��nte�r-MoLzrataiiza O EAGLE COUNTY, COLORA17r, tz aG Percolation Test Data Project 96-0147G Locatio Lot 10 Red Canyon Estates Test Hole #: #1 Time.lnterval . [Min] 0 15 0 15. 0 15 0 15 0 15 #2 Time internal [Min] 0 15 0 15 0 15 0 15 0 15 15 15 5 #3 Measurement Drop in H2O [Feet] [Inches] [Inches] 16 7/8 Water Added 18 -1 118 16 15/16 Water Added 17 718 -15/16 16 3/4 Water Added 1711/16 -15/16 16 1/2 Water Added 17 5116 - 13/16 16 112 Water Added 17 3/8 - 7/8 Average Percolation Rate — 17.0 Measurement Drop in H2O [Feet] [Inches] [Inches] 19 Water Added 2015/16 -1 15/16 18 3/4 Water Added 20 3/8, -1 5/8 18 3/4 Water Added 20 1/4 -1 1/2 17 314 Water Added 19 318 -1 518 18 114 Water Added 1911116 -1 7/16 18 3/4 Water Added 20 -1 1/4 20 3/8 - 318 Perk -Rate [Min/in] 0' Average Percolation Rate -- 12.0 Time Interval Measurement Drop in H2O Perk -Rate [Min] [Feet] [Inches] [Inches] [Min/in] 0' 0 16 7/16 Water Added 15 18 1116 -1 5/8 Red Silty SANDS, & Gravels 0 17 7/16 Water Added 15 18 5/8 -1 3/16 0 16 1/16 Water Added 15 17 114 -1 3/16 0 16 112 Water Added 15 17 1/2 -1 2' 0 15 13/16 Water Added 15 16 7/8 -1 1/16 Average Percolation Rate — 14.0 DATE DRILLED: 05-17-96 ELEVATION: z a Li DEPTH CL IN FEET o oz Q J W >- N M -j V) BORING NO. 3—Septic FIGURE NO.: 3 DESCRIPTION OF MATERIAL REMARKS O Sandy SILT and Gravels, I� m 9 12 15 18 21 Increasing Gravels. Boring Terminated at 9'. No measurable groundwater reported. SUMMARY OF TEST BORINGS Lot 10 Red Canyon Estates PROJECT NO.: 96-0147G Inter -Mountain AkEngtneez4ftud. November 18,1996 Jennifer and Richard K":.$ Post Office Box 736 Avon, Colorado 81620 Post.[V Fax Not$ 7671 Date IlTlih, Aea to A. 01A#� Phone 0 Phone 0 Fax * F" RE: Septic System Ina dttai. h Lot 10, Red Cent �llbh:latstes Eagle County, C6�db,'- Inter -Mountain Pr�*Ct N6.. 96-014SE Eagle County EhOhn*mri6MAI Health PerMit No. 1-629 Dear Mr, & Mrs. Kass: Inter -Mountain Engineed, ersOnnel visited the project site to inspect the installation and placem" of 04 septic system:. The septic system consisted of a 1250 gallon two oompO�enit concrete tank Ahd a absorbtion field consisting of 21 chamber (Infiltrato rU'nit&),Jn two rows. The septic system was In substantial 66rnpliance with Inter -Mountain design dated August 13,.'4996, Should you have any ga 016 "regarding the tnformation contained in this .1. no. report, please contact thVt4ndoisidned at your.'Wnvenience. Inter -Mountain is pleased to have worked.4fth y66 on this projett. Richard 0, Ricks P Geotechnical Engin pry cc: Eagle County ErMW0hMb;htaI Health Nedbo Construi�f6h` 77 Molcalf Road. #201 # Box 978 , Avon, Colors -do 81&0 , Ph*pe: 970-W-5072 a From Denver Direct; 893-1531 1420 Vance Streit Lakewood, Colorado 80215 * Phone. 303-232-0158 _ - !•t•�i•to1•t•:��s� •��t•�a,�itt��t• - Dimensions Capacities -_ w..r A B _ - ate Weights _ Approximate DDro� A - - -Vd L = H - Tank Lid Baffle Walls Total 4'-iQ i2-El F-r � 4 = SM Is 3= bs _ _ 1= Ix - IM179 Is -- — -o S DRAW Or DAIE 496111196 - ' ti PART OF, LOT i _ • _ .F . - er. �cxEn _ - - s � - -- sc:�cE - — / ♦CANYON" , / \ NAL e\ _ . _ _ _ - RE1J C lV QN TESTA TES 2Q =: - ° = - _ Diu ►►►� _ . _ _ _ . - - - _ - - - P .SfIfFTNI� A OU NTr eoc oRAoo. - of - r INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION Telephone: (970) 328-8755 P.O. Box 179 - 500 Broadway, Eagle, CO 81631 COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT# 2408A-05 BUILDING PERMIT# 16409 OWNER: JEFF R. COBB PHONE: 970-926-0432 MAILING ADDRESS: P.O. BOX 1932 EDWARDS, CO 81632 APPLICANT: LKP ENGINEERING INC. LUIZA PHONE: 970-926-9088 PETROVSKA SYSTEM LOCATION: 1301 RED CANYON RD TAX PARCEL NO. 1941-244-02-004 WOLCOTT, CO LICENSED INSTALLER: Tere Nottingham Construction, Inc. LICENSE NO. 71-05 PHONE: 926-8079 DESIGN ENGINEER: LKP ENGINEERING INC. LUIZA PHONE: 970-926-9088 PETROVSKA INSTALLATION GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 6 BEDROOM RESIDENCE: EXISTING RESIDENCE HAS 4 BEDROOMS WITH A 1250 GALLON TANK AND 21 INFILTRATOR UNITS AND 750 SQ FT OF ABSORPTION AREA CREDIT. NEW OWNER ADDING 2 BEDROOMS AND A BARN WITH A BATHROOM FOR A TOTAL OF 6 BEDROOMS INSTALL A 1000 GALLON BAFFLELESS SEPTIC TANK IN FRONT OF EXISTING 1250 GALLON TANK, 2250 SQUARE FEET OF ABSORPTION AREA CREDIT VIA 52 NEW STANDARD INFILTRATOR CHAMBERS TO THE EXISTING 21 INFILTRATORS AS PER ENGINEER REVISED DESIGN DATED 2/15/05 SPECIAL INSTRUCTIONS: INSTALL IN SERIAL DISTRIBUTION IN TRENCHES, WITH A CLEANOUT BETWEEN FIRST TANK AND HOUSE IF NONE EXISTS AND INSPECTION PORTALS IN EACH TRENCH. INSTALL "T'S" IN TANKS IF NOT BUILT IN ALREADY AND MAKE SURE THE INLET AND OUTLET TEES ARE VISIBLE FROM THE MANHOLE. DO NOT INSTALL IN WET WEATHER. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH AND DESIGN ENGINEER FOR FINAL INSPECTION PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION OR WITH ANY QUESTIONS REGARDING THE INSTALLATION. THE BUILDING CERTIFICATE OF OCCUPANCY CAN NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS BEEN INSPECTED AND APPROVED. ENVIRONMENTAL HEALTH APPROVAL: Laura Fawcett DATE: 2/18/05 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, 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 WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT. 3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED ABSORPTION OR DISPERSAL AREA: 2263 SQUARE FEET ( VIA 73 HD-10 Infiltrator Units ) INSTALLED 3000 GALLON SEPTIC TANK LOCATED 222 DEGREES AND 43 FEET 0 INCHES FROM cleanout. CLEANOUT LOCATED INFRONT OF HOUSE, 35-1/2 FT. FROM SW CORNER OF HOUSE RECEIVED ENGINEER CERTIFICATION LETTER AND AS-BUILTS SIGNED, STAMPED AND DATED TUNE 23 2005 SIZED FOR A 6- BEDROOM HOUSE. COMMENTS: Requested documentation from Installer on riser ring for I" compartment of tank. See Engineer as-builts for system configuration. ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE INSPECTION WHEN WORK IS COMPLETED ENVIRONMENTAL HEALTH APPROVAL: DATE: 7/08/2005 APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH OFFICE P.O. BOX 179, EAGLE, CO 81631 Eagle (970) 328-8755, Fax (970) 328-8788, El Jebel (970) 704-2700, Toll Free 800-225-6136 ISDS PERMIT # D� BUILDING PERMIT # kP I u 4Dq INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED) FEE SCHEDULE APPLICATION FEE $350.00 THIS FEE INCLUDES THE ISDS 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 $55.00. THE PRE -CONSTRUCTION SITE VISIT FEE IS $85.00. MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER." PROPERTY OWNER: 0 E F F 'R, . C o 8 c> PHONE: -1 Z6 " 045 Z MAILING ADDRESS: ` . CO . `E'y ?�, 21 CC) S I,z, 3 2 APPLICANT/CONTACT PERSON: L.K{' G-pg w e:e p- l P ,� , N C . PHONE: � z' & qd 8 8 LICENSED SYSTEMS CONTRACTOR: LICENSE # COMPANY/ DBA: MAILING ADDRESS: PHONE: PERMIT APPLICATION IS FOR: 0 NEW INSTALLATION ® ALTERATION REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: LEGAL DESCRIPTION: LOT 10, ?,E'D Cs�-NNO P e_s'ZMTe 5 TAX PARCEL NUMBER: \ � eA1 Z4 4 O Z d Detl LOT SIZE: 35.64-a, c. ASSESSOR'S LINK: http://www.eaglecougty.us/Goodtums/assessor/search.asp � PHYSICAL ADDRESS: �'60 f �'D C&P-i o P V-> . �� 6�4 BUILDING TYPE: RESIDENTIAL/ SINGLE FAMILY © NUMBER OF BEDROOMS: RESIDENTIAL/ MULTI FAMILY ❑ NUMBER OF BEDROOMS: COMMERCIAL/ INDUSTRIAL* ❑ TYPE OF USE: *THESE SYSTEMS REQUIRE DESIGN BY A REGISTERED PROFESSIONAL ENGINEER TYPE OF WATER SUPPLY: PRIVATE WELL © SPRING SURFACE 0 PUBLIC ❑ IF PUBLIC NAME OF SUPPLIER: APPLICANT SIGNATURE: �,; 28, �� A" M AMOUNT PAID: �� RECEIPT #: 35 CHECK #: 4C> I DATE: D f DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE: 800-225-6136 www.eaglecounty.us July 8, 2005 Mr. Jeff R. Cobb P. O. Box 1932 Edwards, Colorado 81632-1932 EAGLE COUNTY RAYMOND P. MERRY, REHS Director RE: Final approval of Individual Sewage Disposal System ISDS Permit IS-2408A-05; Tax parcel #: 1941-244-02-004; Property Location: 1301 Red Canyon Rd., Wolcott Dear new owner of a private wastewater system, This letter is to inform you that the above referenced ISDS Permit has been inspected and finalized. Your septic system has been sized to accommodate (6) bedrooms. Enclosed is a copy to retain for your records along with a brochure regarding the care of your septic system. Additional information about the maintenance of your septic system as well as information about private wells can be accessed through our web site links we've provided in the Environmental Health Department's page, hqp://www.eaglecounty.us/envHealth/ Be aware that changes in the use of your property or alterations of your building may require commensurate changes to, or relocation of, your septic system. Landscape features, trees with tap roots, irrigation systems and parking areas above the drain field can cause premature system failure. It is equally important that you notice and immediately repair dripping faucets and hissing toilets as this will certainly cause the system to fail. By following a few simple guidelines, like avoiding grease or other additives down the drain and making sure your septic tank is on a pumping schedule, you system has been designed to last for many years. If you have any questions regarding this information, please contact us at (970) 328-8755. Sincerely, XLori�S fers, A inistrative Technician IV cc: ISDS permit folders Chronological folder LKP Engineering, Inc. Building Department Encl: Final ISDS Permit 2408A-05 Informative materials Copies of pertinent photos from the final inspection Copy engineer design and as -built drawings 500 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 H 06/23/2005 15:49 9709269089 LKP ENGINEERING INC PAGE 02 LKP Englineermg, Inc. CIVu./GEOTECEMCAL June 23, 2005 Mr. Jeff Cobb RE: Inspection of Selitic System Instauatfon�Additfou P.O. Box 1932 Lot 10, Red Mountain Ranch Edwards, CO 81632 1301 Red Canyon Road Eagle County, Colorado Project No. 05003 - ISDS Permit No. 2408A-05 Dear Jeff At the request of Mr. Tere Nottingham, on May 27 and June 15, 2005, we visited the construction site on Lot 10, Red Mountain Ranch,1301 Red Canyon Road Eagle County, Colorado. The purpose of our site visits was to inspect the installation of additional to the septic system. Instead of the recommended, additional, one thousand, one compartment, precast concrete septic tank, they abandoned the existing tank (by filling it with soil) and installed, new, 3000-gallons, two - compartments, precast, concrete, septic tank. Also, new cleanout was installed between the house and the new tank. When backtllling over the tank, risers will be installed. From the tank to the leachfield there was a cleanout at about 100 feet south from the tank. As shown on the attached, as -built sketch, they added a new trench with fourteen infiltrators between the new septic tank and the existing leachfield on the hillside above. From this trench they connected to the first row of the existing leachfield (which had 10 infiltrators), and at the end of this trench they added four new infiltrators. From this trench they connected to the next row of existing(10) infiltrators and added two new infiltrators on each end, for a total of fourteen. One of the new infiltrators, replaced an existing, broken infiltrator. The next trench was constructed with thirteen new, standard, infiltrator chambers, the next with ten and the last with eight. The infiltrators were connected with serial distribution. In the first and last infiltrator of each trench, inspection ports were installed. The trenches were at least 6 feet apart and no more than 36 inches deep. The modified system consists of one, 3000-gallons, two -compartments, precast, concrete septic tank and 73 standard, infiltrator chambers. If you have any questions, please do not hesitate to call. Sincerely, RECEIVED PEngineeringSUN 23 2005 Petrovska, E-0% 1 President t ENVIRONMENTAL tea• 4 �'• •': HEALTH DEPARTMENT Enclosure5",��'�' cc: Ms. Laura Fawcett, Eagle County Environmental Health Department, fax:.328-8788 JAWP 12-LKP\05003 osi.wpd P.O. Box 2837, Edwards, CO 81632, (970) 926-9088 Tel, (970) 926-9089 Fax Fax from : 9709269089 06/23/05 15:40 Pg: 2 06/23/2005 15:49 9709269089 LKP ENGINEERING INC PAGE 03 FWPAW ICU LKP Engineering, Inc. AS —BUT LOT is REa C94 M�! ESTATES 05M tao, RED CANYON ROAD ntatr CIV1I /GEOTECffiV[C,AL SKETCH era E COUNTY COI ORA00 24W-05 CORM► RESIDENCE 1% n a e-1S-05 ASSUMED LOCATION OF THE AHANC 1200-GALLON, TWO-COMPART1 CONCRETE, SEPTIC �ij fVh/ 10 EXIST +4 NEW �/ // INFTLIRATORS 10 "! IN DOST1NG WELL LOCATED BY EAGLE VALLEY SURVEMQ ON FEBRUARY 11, 2005 IENTS. PRECAST, 31�+/y/ / "te r r rNEW CEEANOyr M SEPTIC TANK 1- / / I /A9ipyr/ .OI�1iZED ^' LOCATION OF THE EXISTING STREAM %e-9INFILT�/fiORS r � F.O. Box 2837, Edwards, CO 81632, (970) 926-9088 Tel, (970) 926-9089 Fax. Fax from : 9709269089 06/23/05 15:40 Pg: 3 ISDS Permit # aqo S A-0 � I Inspector Date LO l 1 5 : / ISDS Final Insuection Completeness Form Tank is �3QC1. Tank Material / Tank is located 43ft. and degrees from a/yi- /Tank is located ft. and degrees from ✓ Tank set level. 0 Tank lids within 8" of finished grade. Size of field �63 `73 units lineal ft. Technology [D-lD l l3 / • S F� 66 at Luk-a a-L L - '� Cleanout is installed in between tank and house(+ 1/100ft). "T" that goes down 14 inches in the inlet and outlet of the tank. Effluent filter on outlet- Yes or No- Inlet and outlet is sealed with tar tape, rubber gasket etc. Tank has two compartments with the larger compartment closest to the house. s " Measure distance and relative direction to field. I Depth of field 9-3 ft. /`Soil interface raked. Inspection portals at the end of each trench. Proper distance to setbacks. afVA--,, ✓Chambers properly installed as per manufacturers specifications. (Chambers latched, end plates prof. installed, rocks removed from trenches, etc.) Splash plate(s) installed at least in first trench inlet. Type of pipe used for building sewer line 5U leach field 5 D P- 35 Other . Inspection meets requirements. Copy form to installer's file if recommendations for improvement were suggested. ACTION TAKEN: Setbacks Well Potable House Property Lake Dry Tank Drain Field Water Lines line Stream Gulch Field 100 25 20 10 50 25 10 Tank 50 10 5 10 50 10 * 10 FI ■ ■ ■■ ■■■ ■■N ■NE JOB NAME 1629796 Tax # 1941-Z44-UL-UU4 Lot # 10 Red Canyon Estates Wolcott -Y.4" 2408A-05 Tax91941-L44-UZ- Lot 10, Red Canyon Estates 1301 Red Canyon Rd, Wolcott COBB JOB NO. �" m .� B LOCATION - BILL TO go DATE STARTED DATE COMPLETED U1 DATE BILLED " ao O-A � j'6 &� , 'Q u '(A �d�� AC vb)a- _ �.z 1. ~� u -C)'D Rid - 4�!'L � l`. � 1001.4 i�U � � "I' t.� 'Q.(_.C' U✓hip--�-e�. �U � r o ' (I11h ma, d-&,t 144 hvil- Z4 4- a _Ae lt- - JOE COST SUMMARY TOTAL SELLING PRICE 20 W / ,cff' �� ao 4"� d / Gt v�-/j-0&'4A �(�i 7 TOTAL MATERIAL TOTAL LABOR l y INSURANCE, �/ t d < SALES TAX almAl MISC. COSTS tAfv --. C 3T(,.' I("- UIIZA { KO1U ( VCiNErk. NG FCLQAIVIV PACK -CT 4 FINA L TOTAL JOB COST l Ell CF Fr4�X 7 CL) C01'-1f IAI 70 0474//V [),S/ail/ PZAA1 LB GROSS PROFIT LESS OVERHEAD COSTS F SELLCPRICE L%P iiQ�YY1� t C@i ..2� 1�t C"_ Gi '�l Ci irk 1 �� Ji�i✓,,t'�. ut,'C� �1�ti NET PR FIT JOB FOLDER Product 278 ®© NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MA 01471 JOB FOLDER Printed in U.S.A. — -- - �+�� "�� r