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Home My WebLink About55 Walter Rd - 246511301002 - 0251IS - 1470-95IS - 2275A-03ISINDIVIDUAL 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. ALTERATION PERMIT# 2275A-03 BUILDING PERMIT 415000 OWNER: GREGG AND LESLIE STASINOS PHONE: 970-927-3557 MAILING ADDRESS: 55 WALTER RD., BASALT, CO 81621 APPLICANT: DAN FRIEL PHONE: 970-963-4585 SYSTEM LOCATION: 55 WALTER RD., BASALT, CO 81621 TAX PARCEL NO. 2465-113-01-002 LICENSED INSTALLER: SHAG'S EXCAVATING, MIKE STEHLING LICENSE NO. 62-03 PHONE: 970-927-4110 DESIGN ENGINEER: HIGH COUNTRY ENGINEERING, DERIC WALTER PHONE NO. 970-945-8676 INSTALLATION GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 5 BEDROOM RESIDENCE NEW 1000 GALLON ONE COMPARTMENT TANK INSTALLED IN FRONT OF THE EXISTING 1000 GALLON TANK 1563 SO FT OF ABSORPTION AREA CREDIT, VIA 132 3ftX4ft ELJIN IN -DRAIN UNITS AS PER ENGINEER'S DESIGN DATED 5/28/03 SPECIAL INSTRUCTIONS: INSTALL AS PER ENGINEER'S DESIGN IN TRENCHES WITH A CLEANOUT BETWEEN THE NEW TANK AND THE HOUSE, AND INSPECTION PORTALS IN EACH TRENCH. BE SURE TO MAINTAIN ALL APPLICABLE SET BACK REQUIREMENTS, ESPECIALLY A 5 FEET SET BACK FROM THE NEW TANK TO THE HOUSE RAKE ALL SIDEWALL SURFACES OF THE TRENCHES TO PREVENT THE SMEARING OF SOILS, AND DO NOT INSTALL IN WET WEATHER CALL EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN ENGINEER FOR THE FINAL INSPECTIONS PRIOR TO BACKFILLING ANY PART OF THE INSTALLATION, OR WITH ANY QUESTIONS REGARDING THE INSTALL- ATION. THE BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS BEEN INSPECTED AND APPROVED ENVIRONMENTAL HEALTH APPROVAL: RAYMOND P. MERRY DATE: JUNE 3, 2003 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: 1563 SQUARE FEET (VIA 132 ELJIN IN -DRAIN UNITS ) INSTALLED 1000 GALLON CONCRETE SEPTIC TANK LOCATED 280 DEGREES AND 13 FEET FROM THE FIRST CLEANOUT NEAR THE HOUSE. SEE ENGINEER'S AS-BUILTS FOR SYSTEM COMPONENT LOCATIONS. COMMENTS: THE FINAL INSPECTIONS WERE DONE BY VICTOR CROCCO OF EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN ENGINEER. THE ENGINEER'S FINAL CERTIFICATION AND AS -BUILT DRAWING WERE RECEIVED ON AUGUST 27, 2003. THIS SYSTEM IS LARGE ENOUGH TO ACCOMMODATE A TOTAL OF FIVE BEDROOMS 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 `� `�`� &'v' 1' DATE: SEPTEMBER 8, 2003 ri erg Uc U.3 Uo: lip vanr r'lel � lU�b.�9'btl5 t7. 1 . n �. r—� ._�+--� w• r . i �....... u ...s.� vaJ4... . u �v i �... � � c�..n�w. aavr ...r• JiJ 1 VJW�JW . - i' 1 F Incomplete Applications Will NOT Be Accepted (Site --Plan MUST be attached) ISMS Permit Building Permit # APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PXPMT - ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. O. BOX 179 EAGLE, CO 81631 Eagle (970}328-8755, FaX (970)328-0349, El Jebel (970)927-3823 yt�r�r�k�►rx*�rrx*iris*itir�r*t�+krririr�hi��*�***ir�ir*�**�e*•r****,Sri*�r*�r*rrx,r.•�r*,ir�r�**ir+r��*a,R�k**�r�- FEE SCHEDULE +� APPLIChTION FEE $350.00 * THIS Fzz INCL'0'DSS THE iSDS PERMIT. SITE zvALIIATION (PS_RCOLATIow TEST, * SOIL PROFILE OBSERVATION) AND FINAL INSPECTION * ADDITIONAL FZES RRY BE CSARGED IF A REINSPECTION IS NECESSARY, OR A * PRE -CONSTRUCTION SITE VISIT OR CONSULTATION IS NEEDED * REi'NSPECTION FM $47.000 PRE -CONSTRUCTION SITE VISIT FEE $85.00 * NAB ALL-,RENITTANCE PAYABLE TO: "EAGLE COUN'= TREASURBR" w *tiFat#*llr�tyhtitatr►tiktRai�ktlr*'It**A'#**��#fk�'*tr,FFvF# PROPERTY OWNER: MAILING ADDRESS: �7 —f?f /�/��' PHONE: APPLICANT/CONTACT PERSON: �� r/� /= �-- PHONE: -LICENSED SYSTEMS CONTRACTOR: COMPANY/DBA ADDRESS: �r��yrrr,r*�r�r�srx*its*at,r*ytat*1t****,tfifa�rtttftt*farf+*�#f,�f�/+t#f#�**,��►ir�•k.►dr**�rw�*yt� PERMIT APPLICATION IS FOR: ( ) NEW INSTALLATION (1) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description:5 1/'✓JL/� _�.tyLTCU .=3 / r^• r'.`tG'r:- h. Tax Parcel Number; '� � `� c- �/ -% �' / �' U —' Lot Si ze : Physical Address: 5�5 GvyG i/_=� /? BUILDING TYPE: (Check applicable category) (X) Residential./Single Family Number of Bedrooms. { } Residential/Multi-Fancily* Number of Bedrooms ( } Commercial/Industrial* Type *These systems require design by a Registered Professional Engineer TYPE OF WATER SUPPLY: (Check applicable category) (x) Well ( ) Spring ( ) Surface ( ) Public Name of. Supplier: APPLICANT SIGNATURE: Date: AMOUNT PAID : � --� S G' � L RECEIPT �: I �=1 � � 4� DATE. CHECK # : CASHIER: �� DEPARTMENT OF ENVIRONMENTAL HEALTH (970)328-8755 FAX: (970) 328-8788 TOLL FREE:800-225-6136 www.eagle-county.com September 8, 2003 Gregg and Leslie Stasinos 55 Walter Rd. Basalt, CO 81621 EAGLE COUNTY RAYMOND P. MERRY, REHS Director RE: Final of ISDS Alteration Permit #2275A-03, Tax Parcel #246-113-01-002. Property location: 55 Walter Rd., Basalt; CO. Dear Mr. and Mrs. Stasinos: 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 Eagle County Environmental Health Department ENCL: Informational Brochure, Final ISDS Permit cc: files, September 2003 Chrono file OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE:800-225-6136 www.eagle-county.com DATE: TO: FROM: f-AGLE COUNTY June 3, 2003 Shag's Excavating Eagle County Department of Environmental Health RAYMOND P. MERRY, REHS Director RE: Individual Sewage Disposal System Alteration Permit #2275A-03, Tax Parcel # 2465-113-01-002, Property Location: 55 Walter Rd., Basalt, CO., Stasinos residence. Enclosed is your ISDS Alteration Permit #2275A-03, and a copy of the engineer's design for this system. The permit is valid for 120 days or for the duration of your current building permit for this property. The enclosed copy of the permit must be posted at the installation site. Any changes in plans or specifications invalidate the permit unless otherwise approved. Please note any special requirements that may have been added to the design by this Department. Systems that are designed by a Registered Professional Engineer must be certified by the engineer indicating that the system was installed as specified. Eagle County Environmental Health must also view the installation prior to back filling. Please call well in advance for your final inspection. Your TCO will not be issued until our office receives this certification from the engineer and views the installation. Please note that our ISDS Permit specifications are typically minimum requirements only and should be brought to the property owner's attention in case they may wish to install a system capable of handling larger wastewater flows. This permit does not indicate conformance with any other Eagle County requirements. Please notify this office if you have not been contracted to perform this installation. If you have any questions, please feel free to contact us at (970) 328-8755. cc: ISDS file # 2275A-03 High Country Engineering, Deric Walter Chrono file June 2003 OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 /Gff �-✓C/if/EEiP. NC July 30, 2003 Victor Crocco Eagle County Environmental Health 500 Broadway Eagle, CO 81631 Re: Stasinos ISDS — 55 Walter Road HCE Project Number 2031012.00 x 0218 Dear Victor: The following letter is to confirm the engineer's inspection of the revised septic system of the Stasinos Residence at 55 Walter Road. The design included a 1000-gallon fiberglass septic tank without baffles and a 1000-gallon concrete septic tank and 132 Eljen absorption units. The trench configuration has been moved south approximately 16 feet. The six absorption trenches each have 22 Eljen units. The existing 1,000 gallon concrete tank cracked, so the tank was pumped out and replaced. New piping from the houses and clean outs have been installed. Blue board and berming have been installed near the proposed house where the piping is shallow. High Country Engineering Inc. (HCE) has performed five site inspections to observe the construction of the new ISDS. The field inspections have been documented, and High Country Engineering will provide photo documentation for the certification. Field measurements have been taken and the drawing has been updated. With the above noted changes, the system has been completed with the intent of the original design. If you have any questions, or need additional information, please contact us. Sincerely, HIGH COUNTRY ENGINEERING, INC 7 ger D. Neal, P.E. :Rr Project Manager 15 Blake Avenue, Suite 101, 14 Inverness Drive Fast Suite F-120 Glenwood Springs, CO 81601 Englewood, CO 80112 Telephone (970) 945-8676 - Fax (970) 945-2555 Telephone (303) 925-0544 - Fax (303) 925-0547 dun-H-Us UZ:Uzpm From —Eagle County Community Development 970 328 7185 T-848 P.001/001 F-882 Greg and L09110 StaShMS 55 Wafter Road Barialt (1970) 927-3557 3une 5, 2003 Ross Easterling Eagle County Planning Office P.O. Box 179 Eagle.. CO 81631 JW., LR- 32 STASrNt ADU -- REQLfEST T'O 7 DRAW ARPUCA17TON [dear Ross: Please accept this letter as my formal request to withdraw our application for approval of an ame!ssery dwelling unit from conWderatlon. Thank you. Please contact me if you Dave an ry of ql funs __- - Sincerely., Greg Stasinas h N�adN 71 IL.1 � '-iTw= 1-M7 C '--l. rn-.11hi TM. r7e%e'l 17 !-Ml IL.IT•J Ckll 1 L_1=11 TLI One=. 4 FROM : )0000000000 PHONE NO. Aug. 15 2002 02:35PM P1 JUN-G-2001 1.0 : 06A FROM: EACaLE COUNTY ENV HEA 9 r 032803-19 TO: 92679'94 P' 1 / 1 M a� Zj 01 09 : 5Gg - ppFE-1,1C Fs.x:3037S2f?39D, may 2� 2001 I3:2G P. 02 Past -it` Fax Note 7671 D= ! ---& (01 \�# a�,�1 To: Local HcRlth DepyMhroslas pwwww , 'Fromm: Tcmx Damon. wata Q=Uty Comm, Wigan., Date, bW 14,2WI Subject: Egan In mmn Sizing 1r13�a► Ct�pt»uoa. ltas sts�d that tip � tsider ttte si�istg of ita staudttad 2-fovt wit3a ktY-F3rai�t snits qZi ft basis oitt Mff tttftatur&-s retot=cs d t ssud lilted ttrttc h- The l )iv das hu thur. evalvaW tho In-rolwa wht�r► i ced in a 3-foot wide Vmwb with a Bch dWh of*2M b0wwh t1 3se-]D1si� `' end mrbd 7-%Chu dee'v =d &-ittcbw wide bawam the Iri-ids aatd tom. trt:<ctch T Wb m ineUlled as dedcTibrA above. addififtW Uvwlt bottwn sret x0d addit►cmalll side%arall wM we availal S fm 4'bI,wocq, pwpv6as- This adttivwI Sb=p a is being& mdiWd.to dw instant Ire-0rai$ sizing as "am: tblt +wit is givwa for ttte additi4t%g trmwh bomm ar" beymd eltG %GqA int o€ttrl.InrDmiln unit ad =M AT sidewall in txam of 8:inthts sa giVen as pTCVi&4 far kjzcahehWA far deeg gavel W ft Grti&Ihw,-. Vii = dMw gF is mod. Ah &dMoffll 25% redumou it► abqWjpdft mom vu7 be olthrwt& In tltt; $guM psovsdo4, this wdwtivo tone Isms applied to dM baz aces, of tote tzmWb plus the addidoW sidewatl =dIL With pertt mCntly fmsWled low-4ow fXWM a= brm$ umsd, an W&tkat TtdsPtwu ofup wo of the yequit+ d 4b$.prioa are,:, bawd cult tX p=wtap of Cow rvApgtiset to be uchim ed, may be allo%V& This mduation iris also bwn Vpli*d to the base arcs as well as 6e sd WWal sadowail am. Therefavt, tht DivWon has amwiuded that it is opprlep ieft, to size the 24-inch widr. by 4&-wh lor4 birbmio da followv Ins,01W 244neb In -Drain unit Unit with dosing unit orith low4low firms Unk V70 &3&og low -flow 4.7 sq. Ming foot 5.6 a4. ft f new S.4 sq. fkAgew foot [ 6.4 sq. itllitt W foot (Wmirmm) 18.8 sq. wb2-13hafa unit 22A sq. ttAn-i7rt n unit 21.6 sq. Whb-Drafn unit orwo= ) .23.6sq, &40-bnkiaMAic{WmiSQII M jeu aim Waduca a 3-foat wide by A-fom long =A. TW wdt is installed in a 4-foot wWt bed on a 6-fiwh bed of goadgod wish 6-Jmhw faf and an mok side of dw %chit 'ice 3-foot wT4u unit is also cmdTwd for sun in Crilcrs'ado and apptopsista st=g 4f dw lrt-Drffin Mit is: lowIled 36-saeh kz-t Win unit 6.3 Sq. ft.lLiu fQM 25-0qq;,ftArI-DrAin unit r unit with dig 7.2 sq. Wlinear foot 28.6 sq. ftAtl -Dmfn un t U„it wikh hds + l ;i&ra&u, 2.0 sq. Wlfm►tr fhat imm) 371 t4 ftlht*UT9n Urdt twihme-- if you ht V* *riy1 queotiew Mgt►rct 4 si dug fair L%C" ucaim please qw t the u yaw cozy m. - — _ _ _ _ _ __ _ _ _. — r. P 1 IW"r11 T! 1 r 11 IF_'-4C-"J'f1MO -rUf1 M-2. 4OdM TI"1. r7ne l r- rill Ik ITV rk111 111 ^I TI1 r%rbrr. , I .YJ ' X1 FAX TRANSMITTAL FORM DATE: V.7 � FROM: HEPWO TTH - PAWLAK OEOTECHNICAL, INC. 5024 County Road 164 Glenwftd ftrings, Colorado 816501 Phone: 970-945.7988 Fax., 970-945-8494 a-rnaih hP9e00hp96ote0h.com PROJECT NO.: . $�r _Qo—(Y 9 .,, Number Of pages: tig3cL'rmg this pogo} MESSAGE: The original of this transmittal'will be sent by: Ordinary Mail & _ Overnight sm Fax Only Sm Other W The information contained in this t'acsimile message is confidential and intended for the sole Use of t�e individual named above. If you are not the intended recipient, received this communication in error, or if, problems occur with transmission, please notify us at 970-945-7988. Sent Mf1V_97_17r2r2_2 mrlkl -11 rn. ArMnIVI TR. CfYr'I 17 1"rll lkrrW CAII 1 L1177f11 TI I I . KJLJ 11 G 'rAech (5c HEPWOP,TH - PAWLAK GEaTECHNICAL April 10, 2003 Dan. Friel 275 deer Trail Avenue Hepwtbrt4-P-Awlak Georec6niral, Inc. 5020 Couney Road 154 Glonwood Sprinp, Colorado 81601 Phone: 970-Y45r7988 Fax!' 70�945.8454 email: hpgeo@hpgeocecb.roin Carbondale, Colorado 81623 Job No. 103 204 Subject: Subsoil ,study for Foundation Design and Percolation Test, Proposed Additiou to Existing Residence, Lot 2, Dreager Subdivision, 55 Walter Road, Eagle County, Colorado. Dear Mr. Friel. As requested, Hepworth-Pawlak Geotechnical, Inc. performed a subsoil study and Percolation test for foundation and septic disposal designs at the subject site. The study was conducted in accordance with our agreement for geotechnical eng eying services to you dated March 20, 2003. The data obtained and our recommendations based on the proposed construction and -subsurface conditions encountered are presented in this . report. Proposed Construction: The proposed addition will be a one and two story wood frame structure located on the site as shown on Figure 1. Ground floors are proposed to be slab -on -grade. Cat depths are expected to be about 4 feet. Foundation loadings for this type of construction are assumed to be relatively light and typical of the proposed type of construction. The septic disposal systern is proposed to be enlarged to the west for the addition. If building conditions or foundation loadings are significantly different from those described above, we should be notified to re-evaluate the recommendations presented in this report, Site Conditions; The site is O�cupied by an existing single story wood frame structure. Ground floor is a combination of slab -on -grade and structural over a crawlspace. The ,ground surface on the site is relatively fiat with a slight slope down to the north. There is about 2 feet of elevation difference across the site. The lot is vegetated with lawn and scattered landscape trees. Subsurface Conditions., The subsurface conditions at the site were evaluated by excavating one exploratory pits in the building area and one profile pit in the septic disposal area at the approximate locations shown on Figure 1. The logs of the pits are presented on Figure 2. The subsoils encountered., below about 1 to 11/3 feet of topsoil, consist of 1 to 21h feet of sandy clayey gravel with scattered cobbles overlying relatively dense, slightly silty sandy gravel with cobbles and small boulders to the pit depths of 6 and S feet. Results of a gradation, analysis performed on a sample of the gravels (taus 5 inch fraction) obtained from the site are presented on Figure 3. No Parker 303-841-7119 * Colorado Springs 719-633-5562 • Silverdiome 970 468-1989 �AF14J C ^lf](]7 kAt'SL.1 A!'w. IIlahhA TIA. rFl1'*! !- F'�!'S! IL.ITL.J rL. 11 1 1 Irf11 TI 1 f5F1F^f . ^' Ilan Friel April 10, 2003 Page 2 free water was observed in the pits at the time of excavation and the soils were slightly moist to very moist. FarrndatJOU Re mtnendations: Considering the subsoil conditions encountered in the exploratory pits and the nature of the proposed construction, we recommend spread footings placed on the undisturbed natural gravels designed for an allowable soil bearing pressure of 3,000 psf for support of the proposed addition. Pootings should be a minimum width of 16 inches for continuous walls and 2 feet for columns. Loose and disturbed soils encountered- at the foundation bearing level within the excavation should be removed and the footing bearing level extended down to the undisturbed natural gravels. Exterior footings should be provided with adequate cover above their bearing elevations for frost protection, placement of footings at Ieast 36 inches below the exterior grade is typically used in this area. Continuous fou ladation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 10 feet. Foundation wails acting as retaining structures (if any) should be designed to resist a lateral earth pressure based on, an equivalent fluid uWt weight of at least 45 pcf for the on site soil, excluding vegetation, topsoil or oversized rock, as backfiIi. Floor Slabs: The natural on -site soils, exclusive of topsoil, are suitable to support lightly loaded slab -on -grade construction. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns with expansion faints which allow unrestrained vertical movement. F3oQr slab control joints should be used to reduce damage due to shrinkage crackling. The requirements for joint spacing and slab 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 slabs--on-grade. M material should consist of pus 2 inch aggregate with less than 50 % passing the No. 4 sieve and less than. Z % passing the No. 200 sieve. All fill materials for support of floor slabs should be compacted to at least 95 % of maximum standard Proctor density at a moisture content near optimum. Required fill can consist of the orz-site sails devoid of vegetation, topsoil and oversized rock. Surface Drainage: The following drainage precautions should be observed during constnrctian aud maintained at all times after the additioxt has been completed- 1) Inundation of the foundation excavations and undersiab areas should be avoided, during construction. Job # 143 204 MrIV _e _'�fwra7 MM l 4 r . n 4 nM - rf1P*1 r - u.IT4l r1 11 1 1 1- r1 1 Dan Friel April 10, 2003 Page 3 2) Exterior backfxll should be adjusted to near optimum moisture and compacted to at least 95 of the maximum standard proctor density ju pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. 3) '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 b inches in the first 10 feet ig unpaved areas and a minimum slope of 3 inches in the fitst 10 feet in pavement and walkway areas, 4) Roof downspouts and drains should discharge well beyond the limits of all backfill, Percolation Testing: percolation tests were conducted on March 28, April 1 and 4, 2003 to evaluate the feasibility of an infiltration septic disposal system at the site. O= profile pit and three percolation holes were dug at the locations shown On Figure 1. The test holes (nominal 12 inch diameter by 12 inch deep) were hand dug at the bottom of shallow backhoe pits and were soaked with, water one day prior to testing. The soils exposed in the percolation hales are similar to those exposed in the Profile pit shown on Figure 2 and consist of about 1 y2 feet of topsoil and I facet of sandy clayey gravel with scattered cobbles overlying slightly silty sandy gravel with cobbles and small boulders to the pit depth of 8 feet. The transition from the clayey gravel to the slightly silty gravel is gradual. Two sets of additional tests were performed at the request of the client due to the previous test results. The subsequent tests were done at the same location in deepened pits. The percolation test results are presented in Table 1. The tests performed in the upper sandy clayey gravel soils at 2 to 4 feet deep showed slow to no percolation test rates (P-1 to P-b), The underlying gravel alluvium at S to b feet deep showed percolation test results between 10 and 15 minutes per inch (F-7 to P-9) with an average of about 12 minutes per inch. Based on the subsurface conditions encountered and the percolation test results, the underlying gravel alluvium should be suitable for a conventional iaf ltrativn septic disposal system. .imitadons: This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either expressed or implied. The conclusions and recommendations submitted in this report are based upon, the data obtained from the exploratory pits excavated at the locations indicated on Figure 1, the proposed type of construction and our experience in the area. Our findings dude interpo Worm and extrapolation of the subsurface conditions identified at the exploratory pits and variations in the subsurface conditions may not became evident until excavation is performed. If Gonditiohs encountered Job #103 204 &Rech hArIV-C-'�flf�l� MMKI 4 T1.. AA f1M TM. CrIe--i C F`fil IkIT+J Ckll 1 L-I=nl TLJ Mnl='. A Dan .Friel .April 10, 2003 Page 4 during construcdon appear different from. those described in this report, we should be notified at once, so re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others . of our infb=atiom, As the project evolves, we should provide continued congultatiou and field services during comtruuction to review and monitor the impiemeutatiou of our recommendations, and to verify that the recommendations have been appropriately iiaterpreted. Signtific=t design, changes may require additional -analysis - or modifications to the rCC0mH=datjO.US presented he=in. % rci;6 mend can -site QbservSiioa of excavations and found ion bring strata and testing of structarat fill by a representative of the geotechrdcal engineer. If you have any questions or if we may be of Sher assistance, please let us know, Siacerely, Jordy Z. Reviewed by: 0 � (� Male E. Harft, P.E. J'ZAhso attaobmmts Figure 1 - Location of Exploratory Pits and percolation Test Holes Figum 2 - Logs of .Exploratory pits Figure 3 - Gradation Test Results Table I - Percolation Test Results Job #103 204 Gggbath Mf1V _C-'�fwfw-2 hAM1..1 4 M. A-1 nM TM. =nI-_I C I -MI 1k1Tll Ck11 I LJE7fl1 TLI . . . --- . I . ✓ wl 1 1 MIFSLJ-C-'7fwf:17 btnkl 4 M. A''ntlhA TM. r- 1rf 1 !' l IklTkl rL. 11 1 1 1-1 — 1 .. . -- - . - -- . I . C 1 r 1 1 0 m I 5 .c LwC,!!0 LEGEND: PIT 1 PROFILE PIT Q •;o 1 t4-72 I i -200-7 .«• 5 • .0 CL 10 TOPSOIL; sandy silty clay, scattered gravel in- Pit 1, organics. firm and moist in Pit 1, soft and veal mist in Profile Fait, dark. brown. GRAVEL (GC),- clayey. sandy. with scattered cobbles, dense, moist, light brown, subrounded to rounded rock. ._• GRAVEL (CAP -GM); sandy. slightly silty, with Cobbles and small boulders up to about 1s inches In size, dense. slightly moist, brown, subrounded to rounded river rack. _+ Disturbed bulk sample. NOTES: 1, Exploratory pits were excavated on March 27, 2,003 with C Cose 5805 rubber -tired backhoe. 2. Locations of exploratory pits were measured approximately by pacing from features shown on the site plan: provided. 3. Elevations of exploratory pits were not measured and logs of exploratory pits are drown to depth. The pits are at approximately the some elevation. 4. The exploratory pit locations should be considered acdurate only to the degree implied by the method used. 5. The fines between materials shown on the exploratory pit logs represent the approximate boundaries between rnQterivl types and transitions may be gradual. 6. No free water was encountered in the pits at the time of excavating. Fluctuations in water level may occur with time. 7. Laborctory 'resting Resents: #4 = Percent retained on No. 4 sieve -200 = Percent passing No. 200 sieve 10,E 204 HEPWE�1^tC�t1CAl�,WINC.LAK LOGS OF EXPLORATORY PITS I Figure 2 M^`.l = ^lT= mmk 1 4 1 . /1' M 7f . r^Y l r f Ml IA JTU rL 11 1 1 1r^l TI I nr,rr . � 4 .. 0 , HEPWORTH-PAWLAK GEQTECHNICAL, INC. TABLE 1 PERCOLATION TEST RESULTS PAGE 2 of 3 J08 NO. 103 204 HOLE NO. P-4 HOLE DEPTH (INCHES) 46 LENGTH OF INTERVAL (MIN) 10 WATER DEPTH AT START OF INTERVAL IINCHES? 7 1 /2 WATER DEPTH AT END OF INTERVAL (INCHES) 7 114 . ......... .... . ...... DROP IN WATER LEVEL ONCHES? 114 114 1/4 1/$ its 71fi 1la 114 AVERAGE PERCOLATION RATE (MIN./INCH) 60 7 114 7 7 6 3/4 6 3/4 6 5/8 6 518 6 1/2 6112 6 3/$ 6 318 6 114 6 114 6 P-5 47 10 6 314 6 1 /2 1/4 0 0 0 1/4 0 1/8 0 240 6 1/2 6 1/2 6 1/2 6 1/2 6 1/2 6 1/2 6 112 6 1/4 6 114 6 114 6 1/4 6 118 6118 61/8 P-6 i 51 10 6 314 6 1i2 114 1/4 1/S 1/8 118 0 lie 118 120 6 112 6 114 6 114 6 1/8 Gila 6 6 5 7/8 5 718 5 718 5 718 5314 5 314 5 3/8 Note: Percolation test holes were hand dig in the bottom of hackhoe pits and soaked by the client -prior to our testing. Percolation tuts were conducted on April 1, 2003. The average percolation rates were based on the last three readings of each test. M1I1_1-=_nr2n_2 Mftkl 4 M. A-2nfA TM. Cne-N C eNni Ik ITt✓ Ck 11 1 L nl TLI mn,=. 4 ra J.. 4 ' HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 1 PERCOLATION TEST RESULTS PAGE 3of3 JOB NO. 103 204 HOLE NO, P-7 HOLE DEPTH (INCHES) 69 f } p, ` E LENGTH OF INTERVAL (MIN) 5 WATER DEPTH AT START OF INTERVAL (INCHES) 5 WATER DEPTH AT END OF INTERVAL {INCHES) 4 112 DROP IN AVERAGE WATER PERCOLATION LEVEL RATE (INCHES) (MINJINCH) 112 112 112 114 112 112 112 112 10 4 1/2 4 4 3 1/2 3 112 3 1/4 3 1/4 2 3/4 2 3/4 2 114 2 114 175 1 3/4 1 114 P-8 70 5 6 3/4 6 114 112 112 1/4 112 112 1 /2 1/4 112 12 6 114 5 3/4 6 314 5 112 5 112 5 5 4 112 4112 4 4 3 314 3 314 3 114 p-9 69 5 6 1/2 6 112 1/4 112 112 112 1 /4 114 1/2 15 6 6 3/4 5 3/4 5 114 5 114 4 314 4 314 4 1/4 4 1 /4 4 4 3 314 3 314 3 114 Dote: percolation test holes were hand dug in the bottom of backhoe pits and soaked by the client prior to our testing. Percolation tests were conducted on April 4, 2003. The average percolation rues were based on the last three readings of each test. TOTAL P.11 INhkl C +11'Sr57 ki(lL.l A!i. il7hkA TI"v. 1-'hF+l r F*!ll IL.ITt.l rt. 11 1 1 Irr^.1 TI 1 M^e'r-. 4 4 ISDS PERMIT #2L7JX,U3 PERCOLATION TEST EAGLE COUNTY ENVIRONMENTAL AFATLA v w fmrJK: a d . PHSYSICAL ADDRESS: i LEGAL DESCRIPTION: L k i w S ►� t s`�,,, MAILING ADDRESS: TYPE OF DWELLING: a NUMBER OF BEDROOMS: TEST HOLES PRE-SOAKED: YES IVO TIME. WATER DEPTH INCHES OF FALL RATE SOILPROFILE a -"vi-u A v Li ►a 1 L1V l.ti: YI KU KA I E: MINIMUM LEACH FIELD SIZE: MINIMUM SEPTIC TANK SIZE: COMMENTS: Al I; o , 1 u v cq, ENVIRONMENTAL HEALTH SPECIALIST DATE DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX (970) 328-8788 TDD: (970) 328-8797 TOLL FREE: 800-225-8136 www.eagle-county.com EAGLE COUNTY, COLOKADO March 18, 2003 Dan Friel 275 Deer Trail Drive Carbondale, CO 81623 RE: Stasinos ISDS Lot 2, Draeger Subdivision, Eagle County, Colorado 55 Walter RD El Jebel, CO Dear Mr. Friel, Raymond P. Merry, REHS Director I'm providing this letter as a follow up to the site visit our Department conducted on March 14, 2003. It is our understanding that you requested the site visit to gain information about what changes to the private wastewater system may be required to accommodate either an accessory dwelling unit or an addition to the number of bedrooms in the existing residential structure on the above referenced property. You were advised that a percolation test would not provide good information at this time of year but that we could observe and evaluate the subsurface geologic horizons via an open, 8' deep profile hole to obtain a general idea about the type of septic system which would best serve the property. Our records indicate that the aforementioned, 2 acre property was first developed in the late 1970's. Unfortunately, there is very limited information about what may have been installed for the Individual Sewage Disposal System (ISDS) at that time. We do however, see that a repair permit was issued in the spring of 1995 and appears to have been done to accommodate an immediate problem as a detailed subsurface investigation was not conducted at that time. This means that inasmuch as the existing system may be functioning properly now, it would not be advised to perpetuate the use of this marginal system. Instead, a new, pressure dosed system aimed at protecting the groundwater would most likely serve the property the best. The subsurface conditions observed on March 14, 2003 are typical to what we see on other sites in that general area, which is a shallow (4"-8") layer of organic topsoil on top of a layer of fairly stiff clay (2'-4') which sits on top of alluvial aquifer material associated with the Roaring Fork river. The presence of this geology causes us to re recommend that a Registered Professional Engineer propose a septic system design which will work in these conditions. OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 March 18, 2003 Mr. Dan Friel Page 2 The construction of an accessory dwelling unit on the property would involve a permitting process administered by the Planning Division of our Community Development Department (970) 328-8745. One of the approval criteria for accessory dwelling units requires that a site for the private wastewater system as well as an alternate site must be identified. If you choose to proceed with an accessory dwelling unit application with our Planning Division, you would be advised to employ the engineer to identify the two areas required for the ISDS drain field and not complete a detailed design at this time. This could save time and money in the event that permission for an accessory dwelling unit is not granted. Furthermore, be aware that in order to verify that there is adequate water for an accessory dwelling unit through the land use permitting process, it is normally required that you provide the Planning Division with a letter from the Department of Natural Resources, Division 5 stating the existing well may be used for serving an additional dwelling without augmentation. Should augmentation be required, Division 5 staff can inform you how to obtain additional water. This exercise would not be necessary if you choose to do a remodel project and not create a stand-alone structure. I'm enclosing an ISDS application form which you could either submit yourself with the appropriate $350.00 fee or give to the engineer of your choice to be included in their respective design packet. Please be advised that Environmental Health is currently at about two weeks with our turn -around time for permitting septic systems and that State Law prohibits the issuance of building permits without septic permits first having been issued. This means that you are encouraged to submit building plans along with the septic plans so that they may be reviewed concurrently, should you proceed with a remodel project. We look forward to working with you as you proceed with your improvements. Please feel free to call me with any additional questions at (970) 328-8758. Sincerely, Victor D. Crocco Environmental Health Specialist cc: Raymond P. Merry, Director Bob Narracci, Planning Division Manager March 2003 Chrono File INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, Colorado 81631 Telephone: 328-8755 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1470 Please call for final inspection before covering any portion of installed system. OWNER: Gregory & Leslie Stasinos PHONE:_9 2 7 -3 5 5 7 MAILINGADDRESS: P.O. BOX 431 city: Aspen State: CO zip: 81612 APPLICANT: Sable PHONE: SYSTEM LOCATION: 55 Walter Road TAX PARCEL NUMBER: 2465-113-01-002 LICENSED INSTALLER: Ute City Land Works LICENSE NO: 23-95 DESIGN ENGINEER OF SYSTEM: INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: N/A GALLON SEPTIC TANK ABSORPTION AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED 85 6 SQUARE FEET OF TRENCH BOTTOM. SPECIAL REQUIREMENTS: Install 856 SF Of absorption area in two trenches with 23 standard Infiltrator as per your request. Install inspection ports at the end of each trench and do not back -fill until final inspection ' com leted. ENVIRONMENTAL HEALTH APPROVAL.' 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. 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: 856 SQUARE FEET. INSTALLED SEPTIC TANK: N/A GALLON 280 DEGREES 29 FEETFROM near center, Of west side of house 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 NO/ REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS CORRECTED. COMMENTS: ENVIRONMENTAL HEALTH APPROVAL: DATE: ENVIRONMENTAL HEALTH APPRO L: 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 # APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - gAGLE 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: MAILING ADDRESS: APPLICANT/CONTACT PERSON: MAILING ADDRESS: !?,cc (412.1 PHONE: LICENSED ISDS CQNTRACTOR:PHONE:v q�3 COMPANY/DBA: }1nC9.C-i�S AI�'DRESS: PERMIT APPLICATION IS FOR: ( ) New Installation ( ) Alteration Repair **************************************************************** * ******** LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Building Permit # C0 /\ (if known) Legal Description: Subdivision: Filing: —Block: Lot No._21,_ Tax Parcel Number: �� -� L - -� d Z Lot Size: GL�R Street Address: �s0.S� it to% BUILDING TYPE: (Check applicable category) (✓ Residential/Single Family ( ) Residential/Multi-Family* ( ) Comittercial/Industrial* Number Number Type _ of Bedrooms of Bedrooms TYPE OF WATER :SUPPLY: (Check applicable category) (� Well ( ) Spring ( ) Public Name of Supplier:�+e,r�--�b��`LS cam') *These systems require design by a Registered Professional Engineer SIGNATURE: Date: *********************************************************** *************** TO BE COMPLETED BY E COUNTY AMOUNT PAID: RECEIPT #: CHRCK #� DATE: CASHIER. COMMUNITY DEVELOPMENT DEPARTMENT (303) 328-8730 EAGLE COUNTY, COLORADO May 12, 1995 725 CHAMBERS AVE. P.O. BOX 179 EAGLE, COLORADO 81631 FAX (303) 328.7207 Gregory & Leslie Stasinos P.O. Box 431 Aspen, CO 81612 RE: Final of ISDS Permit No. 1470-95 Parcel #2465-113-01-002. Property located at: 55 Walter Road, Dreager Subdivision, Basalt. Dear Mr. & Mrs. Stasinos, 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 328-8755. Sincerely, Jeff Fedrizzi Environmental Health Specialist ENCL: Information Brochure Final ISDS Permit enclosures COMMUNITY DEVELOPMENT DEPARTMENT (303) 328.8730 DATE: TO: FROM: EAGLE COUNTY, COLORADO May 12, 1995 Ute City Land Works Environmental Health Division 725 CHAMBERS AVE. P.O. BOX 179 EAGLE, COLORADO 81631 FAX (303) 328-7207 RE: Issuance of Individual Sewage Disposal System Permit No. 1470-95, Tax Parcel #2465-113-01-002 Property Location: 55 Walter Road, Dreager Subdivision, Basalt. Enclosed is your ISDS Permit No. 1470 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. Please call our office well in advance for the final inspection. 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. 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 Bio-Septic Components, LLC Fax To: Roger D. Neal From: Hans Schenk Fax: 970-945-2555 Fax: 970-626-2621 Phone: 970-945-8676 Phone: 970-626-2621 Date: 7/3/2003 Pages: One Subject: Indrain Installation Notes: Roger; I met with Michael Stehling and Dan Freel at the site of the Stafino (spelling?) home at Basalt yesterday. Eljen InDrain's have an "upside and a downside", so it is important how they go in the ground. The "upside" is indicated with white spray paint on all the units. Installation manuals and the Video point out this important detail. I pointed this out to Michael and asked line to turn over the units that were laid down wrong. Please remember this when you go out to inspect the installation. Thank you. Hans Schenk Bio-Septic Components, LLC Distributors of EljenTM InDrain. s Copy to: Eagle County Health Depastement (for information) - attn. Laura S. Fawcett TI 11 _7_OMM-7 TLl1 1 (MI . 000M Tn- Crli=i C {Yi! U T'J MA I U=nl TU Qnl'C= 1 ri_ cate_of Dedication and Ownership ill men by these presents that Edward E. Dreager, an unmarried man, James D. and Mary E. Morris, husband and wife, Gordon J. Morris, an unmarried man, >hn Edward Kairath and Andra A. Kairath, a/k/a Andra a. Johnson, husband and being the sole owners in fee simple of all that real property described as vs ;t of land situate in Tract 58, Section 11. Township 8 South, Range 87 West of th Principal Meridian being more particularly described as follows: Beginning Joint whence the SW corner of said Tract 58 bears S 000 51' 00" E 1840.91 feet; S 59°.07' 42" E 431.72 feet; thence S 63° 20' 00" E 148.52 feet; thence 36' 30" E 654.26 feet; thence N 120 28' 00" W 347.62 feet to the southwesterly -of-way of the Denver Rio Grande and Western Railroad; thence along said right- 1 618.71 feet along the arc of a 1483.62 foot radius non -tangent curve to the , which arc subtends a chord bearing N 53° 09' 21" W 614.24 feet; thence leaving right-of-way on a course bearing N 810 04' 00" W 564.98 feet; thence S 000 51, 290.10 feet to the point of beginning, containing 9.80 acres more or less. award E. Dreager and Bank of Basalt as the beneficiaries under those certain of Trust affecting the above described real property, do by these presents: N. Hereby plat and subdivide the above described real property into lots, private roads and easements as shown hereon and designate the same as Dreager Subdivision, County of Eagle, State of Colorado; C. Hereby dedicate to the County of Eagle, State of Colorado, for public roadway purposes, the West thirty (30) feet of said subdivision as shown and noted thereon; C. Hereby dedicate to the private use and benefit of the owners, from time to time, of the lots, and their licensees and invitees, a perpetual easement for roadway purposes over and upon Walter Road as shown and noted thereon; subject, however, to the existing easement for roadway purposes recorded as Reception Number /, 7735/ in Book :(e/ at Page ao of Eagle County Records; U. Hereby dedicate to the private use and benefit of the owners, from time to time, of the lots, and .their licensees and invitees, a perpetual ease- ment for the installation and maintenance of a private Water System to provide domestic water for the lots, including, without limitation, a well, pump house and water mains, over, under and through the South thirty (30) feet of said subdivision as shown and noted thereon; E. Hereby dedicate to the Public 'Utilities a perpetual easement for the installation and maintenance of utilities and drainage facilities, including, without limitation, electric lines, gas lines and telephone lines, over, under and throw h (1) Walter Road, (2) the South thirty (30) feet of said subdivision, (3� the West twenty-five (25) feet of Lot 1, 1141 the East twenty-five feet (25) feet and the North twenty-five (25) of Lot 5, and (5) ten (10) feet in width along the interior side lot lines of each lot, all as shown and noted hereon, together with the right of ingress for installation, maintenance, replacement of such lines. F. :;,:reby state and acknowledge that said subdivision shall be subject to the oe!:laration of Protective Covenants filed and recorded for said subdivision as Reception Number:165860, in Book 2(,f_ at Page of County Record,;. r iSDS PERMIT r7 PERCOLATION TEST EAGLE COUNTY ENVIRONMENTAL HEALTH DEPT. OWNER: LEGAL DESCRIPTION MAILING ADDRESS: TYPE OF DWELLING: NUMBER OF BEDROOMS �r TEST HOLES PRE-SOAKED: YES NO TIME Whmvn nennmv x1m MAIN Emimmmimmmimmoi� EMIMMMIMMMINNEI� MMIMMM.1-MMMINNEI� MMIEM=immmimmml� ��i��i�■■ice Time to drop last inch PERC RATE: +2jO L-A I&_ MINIMUM SEPTIC TANK SIZE: MINIMUM LEACH FIELD SIZE: COMMENTS: PERC.,TEST DONE BY: DATE: Officer rev. 6/90ks ISDB pernmr- s a.' rz Uo - 3 mom Fa= i)600 rem eoNcre _ ��oa� g�tS TW& is , ti D O I gal. Tank Material � ' � S. 0 a�D�vS� C�=Qvr�d' `re�C ft�o�se Tank is located t • and �� lri*tr<I V, TO& is located _ft. and .-degrees f Tank set level. Tank lids within Sw of finished grade. -__ftj units t_ Size of field lineal f _._ ----- d, Technology cleanout Le installed In between task and, house(* 1/2.00ft) _ There is a "T" that goes dawn 1-the. in the inlet oUtlest of the tan$: 9 .� d J bb �r gasket: etc. S olutlet is scaled aith t �aPe,�s � p � .� . 4, J l et d ota�ce:- Slid relatid ve }��r&:I�: �� a`�. - C ' Opth of field d 90 i interface raked. eJ _ 'inspection portals at .the -end of each trei►ch_. .Fi►orcr distance to setbacks _ ebaubers properly installed as per: maaufacturers specifications. U — later Props rly installed. rocks..ltemavad frotp (hers latched. end �'p trenches, etc_) Type Of pipe used for building sewer Line leach field__ Other Isspsction meats�ta- 100 fora to ine ller" s file tf r l- kendatiazte for #Npravement 'Were suggested. ACTIONTAK01 r�,(� s•e �^^G�ks � ,�l;s `�`"t7 �e�e� �� 'e roc '0 2 + �-� � o � r � l �" S {i rt c '� Cr'�n l9.�.,4 , � z d �1 t-✓ � l � S �. � � � v �CZi setbacks Well -Potable House Property Lake Dry Tank Drain Water Lines line stream Gulch -- - - -- --:_. -- -- - - 2 0 10 so 25 10 hags Excavating - _ - .:._ 3 ,� ' Thomas L. Carter G�nu.✓�,v Michael StehGi19 �Nl SR. FIELD ENGINEER PO Box 171 37g. 64�3 Basalt,Co. 81621 hone -Fax 970-927-4110INC.I' - w.. HIGH Coul ENGINEERi , (an employee owned company) I Civil Engineering GPS & Land Surveying wood Springs, G0 Englewood, GO G 970) 8 n tion, Go Glen 303 925-054 (970) 945-8676 ( ) Imam hCEAUR COM Joe -- P _ 0. BOX 17 9 SHEEt ND` °F - EAGLE, CO 81631 CAUXUT oar m CHECKED BY DATE SCALE — - _ F •- _.__... _ __. T_...._.._-� _. .... a .—•_—•. { �—...i—_.—_._ ... {� 3 i i $ t .ar ! - .zi—.�•.�:�.w j-+:... -z :Y ^•.'L_>�•? T'^'�'..a},�.'� --_'�} :; �"�� a�_t"��'-r.ii__--z�': `x-T'£...Y•�Yo'- - .f•y�%L+.�_._ r ._.t_C �L-.� f {{ i ? i F i :4 t . i t F F i j } F E ..___._.__..:-.........._..__._.�._.._.`_... ___... ____ _._..... ..... ..... =...i .. __ _. e. .. _..__...__.. --... __. ._... _ ._.... __ .._. ._ __.._. .._....a.. .. ... ._. .... .. .... ....... ...... ....__ ......:..... ..................... ..:. _ ... i.... ..:.. i ` ... .. _.. .... .. ...... ..; ........ .... ...... ...._. .... .._.... _. "— _ . ....'.. _ .._.__......_ __- _.. __ _... _._._ ..._...__ _.... ..._____... _ _.._ _ _ _.._ i x _ ...._ -_... .. .._.. __.............._._ _....._ _.._ ._.. _ .._. _... ......_ ' ....._ _...._ ........ . PHOOUCI W I Iyigh Sheen! Zi6 I Vw" ®b he. G-Om- Mut 0101 4 M. PHONE MLL ihff I W??S47E0 0 ��• 9l P?,'�� .Fob 60 u� .� ME O to ti � o O y Np r ,fit Iy yr 10 jo w 3 I JO 0 OWA� 1j t-i Cr IR IL b6 I it -N6 mJ6 al 10 H ,a. 4i 1 ♦ , k r 1, .ol 'If a 1 s � } rAll 7 k i S Fla r 4 yb M ,► ppl- ?� 3y ' o ;i w j' ar # J a r N N d q ,j f. 1 1 1 Z 11) C5 cn LA N • F • 1 a 4y •� 1t ��,� � .� ay { b.N' �-� J �` 'i . � i � R l ry IIC Y, 'f:: �. e4 'Y> q' 4 44 �r s� • f � y. 'i� '6 C 1 k F- I �.a �s t, t ir ;AiL y 4k . i [� ul cn i � d rY s Q c� L � 7�j .s a t c7 t7 -1' w 3 Ql) 2 O W W Ivi 0 y J Z r 1N N a3 - a E ca o a» t do R m 3 N P ^R» �» s e a THE 3 _ oc' � L'ourvrY 00.40 e o n.� � potpapWw 1S pd°� �NA�yp 2 �a2� sZ iQ tl1N� onaz q � 8� �� Ads aaae� ';a sa"s s sss 'saIt w? ims a .�-.sa �o a sm •zs �A . ^ 'aa -;az�s iag'sa s " R'a ^a• -71ff3 Ix- ie Y- ef,-C46 i�--Ci/Loa T b S431LC.5 A&L. dd OL, Ir 141,-t 1-4i L -4� a- /-121 �j -ICL iu lu / i�, � C��..f'ls �� % 0('U /l cam- / ._ /` / 1 % A'S ke- ,� �� S! A �� G Tv"`^� G/ l 'fGi-•�3r� ,�j[ /L O. 13,2 61310 3 -Q'e 76 611716.3 171 ( 3 all 6A , LIJ W( el — �l 1 ��. all�� '� �� y 'L (52- --I- I -r Ku, lic, I i a; a, PERMIT #251 p rQ OWNER: dues--P4eawc�s L; ao�, N i Je,r LOCATION: Lot 2 - Draeger Subdivision �.._._ _.. _.._ 0055 Walter Road - Basalt ( 2 acres ) INSTALLER: D Plus Enterprises SIZE OF TANK: 1,000 gallons DWELLING: residential - 3 bedrooms x 299 sq.ft. PERC RATE: one inch/20-30 minutes (800 sq.ft.) Suggest 800 sq.ft. of drainage field. Finalized: 5-3-78 By: E`es Douglas � C) I > -� - m a o 0 z O w w a - w z ►- U O 0- > Q 0 _..i F- W W � 2 - U U W Z m w W Of cy- N o �- a O � ao ao a m N C CV U-) Lo r- - - -- - -- _ � N r7 VICINITY _MAP SCALE: ;1 "= 2000' 4 - SAL. NOTES t - 1. ALLCONSTRUCTION SHALL BE IN ACCORDANCE WITH THE EAGLE COUNTY - REGULATIONS OF INDIVIDUAL SEWAGE DISPOSAL SYSTEMS, EVEN THOUGH 4 COUPLING w ALL SUCH REQUIREMENTS ARE NOT SPECIFICALLY NOTED ON THE DRAWINGS. RISER I 4 _ THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH SPECIFIC DETAILS AS I _ ARE REFERRED TO IN THE ABOVE MENTIONED REGULATIONS. 0 0 ED " 4 P BEND 4 5 SWEEP FLOW FOR BED: w �/ 10 MIN 4 SEWER LINE N po O � P, O 'D Z O Z p W, to � H N N W w W Y a J I 5 BEDROOMS « 2 PERSONS/BEDROOM « 75 GALLONS/PERSON/DAY IS: 750 GPD _ AVERAGE DAILY FLOW. 10,DESIGN FLOW = 1.5 * AVERAGE = 1125 GPD (0) MIN. -GARBAGE N R T R M *«« /� 6 (MIN.) FLOW GRINDERS S 0 BE REMOVED FROM ALL RESIDENCES U - MIN _ SEPT 1 C TANK z w INSTALL INSPECTION N k4., MINIMUM TOTAL TANK SIZE: to APPROXIMATE �,, APPRO E t. * « WELL TYP. _. . ,. ,� , ._,. .. I Q 1 DAY 24 HRS 30 HRS = 1407 GPD FZ .,x. TEST PIT xf _ _ co INSTALL ADDITIONAL 1000 GALLON CONCRETE TANK WITHOUT BAFFLE 1 N V O - N 4 x4 x4 .rF._ SERIES AND BEFORE EXISTING;1000-GALLON SEPTIC TANK._ LOCATION TYP, 0 F Z ( ) ., I - PVC wYE ***INSTALL _ � INSTALL EFFLUENT FILTER IN SECONDARY SEPTIC TANK: �.. _ • • _._ _.: , � . , ., STANDARD ABSORPTION AREA. , �. 9 . , CLEAN OUT R ,.._max. z_-:. .-" �.n. -a-: - - ' I I :- _� ASSEMBLY ADESIGN FLOW LOADING RATEBASEDON LAYER OF SAND W � Z 4) LOADING RATE BENEATH THE ELJEN UNITS. Q N N - Li - s U W 01 Z ,563 SF TAP o W CLEAN OUT DETAIL _ ,125 GPD � .,yQ�n W ��f SEWER , 02 GPD/SF r� c ( a � ,� . - N.T.S. z N. .. , � _ �,<,, _, y. . USE OF ELJEN IN .DRAIN UNITS I N A TRENCH CONFIGURATION . N Ix, .. ., :, :.,4 a.,r... �..�..� a , -_.� _ �..0 _� 1563 SF ®12 S.F. UNIT BOTTOM AREA ONLY 131 UNITS REQUIRED. �. INSTAL 132 UNITS 1 N 6 ROWS AT 22 UNITS PER ROW. =.r LO s_. ..: O 1 �,.. C ... �xro ,�, s, �, _. ram,; 3 CLEAN OUTS E REQUIRED ALL BENDS AND AT LEAST EVERY 100 O :, _,:; - ;. .-:: FEET ALONGTHE HOUSE SEWER = o TAP _ E .,.. _, m-. �. ._ .. §, , co Z7 00 ._... �.� ..> ��_...� 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL. O . r . REMOVABLE PVC CAP WATER TIGHT COMPONENTS PRIOR TO THE .ABSORPTION AREA _•: _ W _� �.�� - �:, (MARK I F TO BE BURIED) O _ co tom. _.x.. ,� � ,�..��_ - TO PREVENT INFILTRATION. - Z77 rya _ Z n I tL -. y ar w WW N 71 Z .._ ,, 9 ..��- �-. � � �- �. ,-:�- 5 . TOPSOIL COVER MAY BE VARIED EO WITH 1 FOOT MINIMUM TO -ALLOW � ` Z a, ,� _, 4 sa SOLID PIPE ( ) i M�.. ._,..�. sz _ FINISH N t SH GRADE. _ ; Q ... , 100.0 LANDSCAPING. _ �- INSTALL z _: w .:. .,--,� ,� �3- ��, �.. _ , EX 1ST 1 NG GRADE �G -m _, / / f CLE U ,. / / / / / / / / 5..,. X - v - \ \f\ \ \I Fe T 1 k \\�\ 6 . INSTALL RISERS SERS AS NECESSARY TO BRING ALL TANK ACCESS POINTS TO ._ - \ !� g W _ -_: ,. / NO P / WITHIN ONE-HALF F FOOT F FINAL NA GRADE. I� 1� :�r.u,r TEXTI E FABRIC / /. rt .: .��.. , ., ..,_ GEO L / 0 E L 00 0 L G E. m . PLUG AND/OR CAP �� ,.� _- ,: � / / / V ., y rn c> __, a.> P r / OUTLET .� z.., HOLES IN IPE / / EXISTING �. ..� ��, .a / 7. LOCATIONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG �. / / / f .. �� ,� � -� .�� SHOULD BE n / \: 97.0 I �3� ,�_., � , AS .ALL MINIMUM DISTANCES AND SLOPES MEET THOSE REQUIRED. v > a ;�:: -,•. I DOWNWARD AT 45 `', INVERT FABRIC � , = ...; ; : e=�� ,��_ 80 SUCH THAT ._: < < < < < < < PROVIDE I POSITIVE RA NA F RF WA W , ,. � ��.��.-_,\ ,�rv. \ 8. 0 DE DRAINAGE GE 0 SU ACE TER AWAY FROM -ABSORPTION ; 8.5 ;� . \ 7.5 -.. DOES NOT COVER ./ ,.� < < < < < < �_. / 96.5 � ,.�� _ � �,:, FIELD AREA USING DRAINAGE SWALES AS NECESSARY.- , I � at��, �.��_ HOLES \ ;:......... •.... , ..,. ,.: \ BED BOTTOM - • w=�, � � <<;WASHEET.�CfSNE�tETC _�AN13._ \ 96.0 s., z.,.: ' '�- �':�� '�<< -� �� AND 0 M 9. SOILS AND PERCOLATION INFORMATION PROVIDED BY H.P. GEOTECH, JOB 103 204, DATED APRIL 10, 2003. PERC RATES 10 12 AND 15 MPI \ ..../ ,._ _ � SILTY SANDY GRAVEL APPROXIMATELY 5 FEET BELOW SURFACE. . 94.5 MINIMUM t t r c 3 _., rr M '� /.. . i, . � �_ / / / / GRAVEL F ELD 80 0 r .. _rµ. _-f / / / / 10. THIS DRAWING DOES NOT CONSTITUTE AN I SDS PERMIT PERMIT MUST BE ` > ,:, :• -> ; , . arm -�; -. - - _-_ - .•. , , ..._ ,,.< _... _ __>_. _ SOL Ib CA F'OR NOTE: OBTAINED 1 NED FROM APPROPRIATE CITY OR COUNTY .0 F 1 C I ALS .:. ' a - -- - ; • - ,.r-r _s,�- , :.., , ... 4 0 PERFORATED PIPE /. r, r ,.>_�,� -�. -= _ - - -_,- _ ENGINEER MUST OBSERVE CONSTRUCTED- SYSTEM ..BEFORE BACKF i L :. . , .r, � 1••R�� ...: ,-- SUPPORT ®BOTTOM SUITABLE SOIL- FQR ABSQ .PYLON EXIST,, . �_ -- � INLET PIPE CONNECTS ,.: ..,,-:_.:__ � 3�:. f., i.. WRAPPED WITH FILTER- = - -- -- - _ !i.; l:. `� , .�", .rep' ate'•.: - - - _ - - - a --= - - OF F I ELD AT A MINIMUM DEPTH OF 5.5-FEET. AND PROVIDE REPORT TO COUNTY. :,r. , , Ji r u I 2 DOWN T MAN IFOLD .: ,r.. ,. FABRIC _ THEREFORE, THE ABSORPTION FIELD AREA ; w 1 THIS SYSTEM 1 S SIZED FOR TYPICAL A DOMESTIC WASTES ONLY.- • �` � .�;;: _,� ;�, .�� ,>_ - 36 SHALL BE OVEREXCAVATED TO REMOVE S Z C L DOMES C S ES 0 L CLAYEY RAVELS AND BROUGHT BACK UP OR FLUSHING FLOWS FOR REVERSE OSMOSIS UNITS OR WATER SOFTENERS CL YE G ., ; . .... :,�. r z_. F- :, . ,.�..:,,: � .��_�f.. - OR FILTERS SHOULD NOT BE INTRODUCED INTO THIS SYSTEM.. F 4 � PVC -�,.; ,, .. �.: � � �,.. ;.,: / TO A MINIMUM DEPTH OF 4 FEET .WITH INSTALLF,. _ c_. ., �. ...� "MINUS PIT RUN OR AN ENGINEER dti. y..-._ x. - 3 W TYP. �,�s �,. �,.��,.-.�. SEWER ,, .... _.�._ <. ; - - ( ) - _.. ��. . / 12 . SITE PLAN INFORMATION FR M FR ICONSTRUCTION.- .�� . I \ _0 EL APPROVED MATERIAL FREE OF CLAYS. NEW 1000 GALLON 2; ._;. � - .-.,,�� 13. INSTALL BLUEBOARD INSULATION ION OVER SEWER PIP WHEREVER TH �..��s� �� _��,•�, \ E EDEPTH S AN - �� .�,�,t, 3.:. I SECTION LESS. THAN 5.0 FEET.. - I CONCRETE SEPTIC T K y�.�� .�_: ELJEN ABSORPTION TRENCH N FIBERGLASS r. >; •... - _.;- 14 . THE ENGINEER NEER SHALL B CONTACTED FORINSPECTION INSTALL 1000 GALLON \ G LL E CO C ED 0 SITE PRIOR TO -WITH INSPECTION WELL DETAIL I I BACKFILLING OF SYSTEM COMPONENTS. SEPTIC TANK W/O BAFFLE (MIN.) N.T.S. W 15. DESIGN OF ELJEN ABSORPTION BED BASED ON SOIL PROFILE INDICATING- 1-FOOT TOPSOIL OVERLYING 2.5-FEET OF SANDY CLAYEY GRAVEL OVERLYING - SLIGHTLY SILTY SANDY GRAVEL WITH COBBLES AND SMALL BOULDERS T A � I 0 }- - PIT DEPTH OF 8-FEET. POOR PERC. RESULTS IN CLAYEY MATERIAL. I J • _ 16. NO GARBAGE GRINDERS MAY BE INSTALLED WITHIN ANY RESIDENCE O W a \ _ W O q ! - F-O do O� ( A►L ELJEN ABSORPTION FEL.D NOTES J p a. O O Uo I /.� O ti� O• 1. ABSORPTION FIELD SHALL NOT EXCEED 10 -F T IN NTH U tJ0 - r L E 0 EE LEG � 0� q S` 2. NO EXCAVATION OF ABSORPTION FIELD IS TO BE DONE DURING WET WEATHER F- W - �. AN z W I D USE OF RUBBER TIRE VEHICLES OVER ABSORPTION AREA IS PROHIBITED. E F q 3. REMOVE ALL ORGANIC SOIL AND ROOTS AT DISPOSAL AND FILL EXTENSION AREAS. Z 4. PREPARE SITE ACCORDING TO LOCAL AND STATE REGULATIONS. BOTTOM OF TRENCH SHALL U O O .� QQ x` I BE LEVEL. DO NOT INSTALL SYSTEM ON FROZEN OR SATURATED GROUND. - - - � c� Z - /\ O \ - 5. SCARIFY RECEIVING LAYER TO ELIMINATE SMEARING. w 6. PLACE 6 OF D.O.T.R STATE HIGHWAY SPECIFICATION WASHED CONCRETE SAND OR SAND � I " � J Q B �O ti - KNOWN TO BE -MEDIUM TO COARSE WITH AN EFFECTIVE SIZE OF .25 TO 2.0 MM AND NO C� O / O MORE THAN 5% PASSING A #200 SIEVE. (A w 7. AVOIDING FOOTPRINTS PLACE IN -DRAINS WITH PAINTED STRIPE FACING UP END TO a O END ON SAND IN TRENCH OR BED. CAUTION: SPACER CORES CAN HAVE SHARP EDGES.: qJ S S 8. CENTER 4 PERFORATED DISTRIBUTION PIPE OVER IN -DRAINS. USE SOLID PIPE FROM - I /O O,, : SEPTIC TANK TO 'IN -DRAINS' AND TO CONNECT DISTRIBUTION LATERALS AT FAR END. \ S CONNECT MID -POINTS ON ROWS OVER 40' LONG. 9. SECURE PIPE WITH ONE ELJEN CLAMP PER 'IN -DRAIN'. SLIDE CLAMP INTO UPFACING Z S CORE. FORCE THROUGH FABRIC INTO SAND. f , 10. INSTALL ELJEN COVER FABRIC OVER ROWS OF 'IN -DRAINS'. DRAPE FABRIC STRAIGHT \ r Q R Gi DOWN OVER PIP R WITH HAND SHOVELED AN N. I Q Sj E E. SECURE D S 0 ELED SAND. DO T BLOCK HOLES IN ; I - PERFORATED PIPE. % O 11. PLACE 12 MEDIUM TO COARSE SAND BETWEEN ROWS AND 6" MIN. AT THE SIDES IN C� TRENCH OR BED. 12. COMPLETE BACKFILL AND LOAM TO 12" MIN. OVER `IN -DRAINS'. FILL SHOULD BE CLEAN, 75 29g ,cc POROUS AND DEVOID OF LARGE ROCKS. USE WELL GRADED SANDY FILL WITH A MAXIMUM 10% PASSING A #200 SIEVE. DO NOT USE WHEELED EQUIPMENT OVER SYSTEM. \ 1�n A LIGHT TRACK MACHINE MAY BE USED WITH CAUTION AVOIDING CRUSHING OR