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HomeMy WebLinkAboutpitkin.eh.273503300022 (2005)Pitkin County Environmental Health Department Permit for an Individual Sewage Disposal System 0405 Castle Creek Road, Suite 10, Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5077 Permit # 05090 Parcel ID # 2735-033-00-022 Type of permit New( ) Repair( ) Addition/Remodel to House( X ) Name of Owner Street Address QA -7 Acncn (lak nrl\/P Property legal description Size of lot 5.03 acres Lot 11, Aspen Oak Subdivision Total square footage of the house 3.798 Water source Private well, but can switch to community water # of bedrooms in house (3)+1 # of offices, lofts & similar sized rooms in house Caretaker unit # of bedrooms in caretaker unit Total square footage of the caretaker unit # of offices, lofts & similar sized rooms in caretaker unit Designed for what # rooms (list) One (1) to serve separate Master Bedroom addition only Permit information Designed by Church OWC, LLC Mailing Address P.O. Box 527, Wheat Ridge, CO 80034 Perc rate 57* Profile hole depth NA* Depth to groundwater or bedrock Minimum Septic tank capacity 750 gallons Minimum Absorption area r+,. .,, a n+� NA* 397SF/50% reduce=198 Septic permit approved per compliance with the engineer design and specifications dated October 7, 2005. Any changes must be approved by this department and the design engineer Prior to them being made. Minimum horizontal distances between components of the system and physical features shall conform to the Pitkin County ISDS regulations. *The design is based on existing soil data from the original permits for the 3 bedroom existing house and is for a system to serve only the one -bedroom addition. A minimum 750 gallon two-compartment septic tank with an effluent filter is required. Gravity flow is to a distribution box with a baffle with equal distribution to two trenches. Each trench will contair, 11 Quick4 Chambers for a total of 22 chambers. This department does riot endorse any brand of products. This permit must be kept on-site during installation. The engineer must do a final inspection of the installation and submit an as -built letter to this department. This department must also be called for an inspection with a minimum of 48 hours advanced notice. *Revegetation over the area of the field is very important for the functioning of the system. Pitkin County has guidelines that must be followed to assure the plants that are introduced are appropriate for the conditions of the area. The use of native plants is strongly encou Permit approved by: ,, L t4 -rte- l�c�-� �-� Date: 11 % Plans and specifications of the proposed individual sewage disposal system have been reviewed and are considered satisfactory. Permission is hereby granted to the owner or the agent to perform the work indicated in accordance with the Pitkin County ISDS Regulation in effect at the time of issue. This permit becomes invalid 6 months from the date that the permit was issued unless system construction has commenced or an extension has been approved in writing by the Department. As -built drawings must be included with this permit before the final approval will be issued. O Installer: Final approval: �Y-l�'�4.�,-- t"�'`��--. �f-•,cam Date: % 0A, P. 1 * * * Como CATION RESULT REPORT ( JUL. 12. 201 10:06AM ) * * * FAX HEADER: ENVIRO HEALTH NAT RESOURCE TRANSMITTED/STORED : JUL.12.2006 10:01AM ADDRESS RESULT PAGE FILE MODE OPTION ------------------------------------------ OK 2/2 402 MEMORY TX 9258780 OK 2/2 CHURCH OWC --------------------------------------------- REASON FOR ERROR E-2) BUSY E-1) NON AN SWERR LINE FAIL E-4) NO FACSIMILE CONNECTION .juga/cuo3•ul3plduadse"tANvA ails qaM LLOS'OZ6 (0L6) xEd I 0LOS'0Z6 (OL6) quotid 'TT9T8 O::> 'uadsy 'OT# zqInS 50170 saojnosa'8 IpanleN put t441eaH Ie4uauau0-JlAuA A4uno:) ulx}Id aanoD Xej -suogsanb Aue anew noA -A OLOS-OZ6 lien o:j aaj_4 199_4 aseald •-pazlleuU uaaq seq "NOO-Jig Jaumo 'ZZO-00-E:E:O-SE:LZ Ion -led .loj 06050 # 11ua.Jad aladaS :51N9 W W O::) N0T LdW2iOdNY 'dnOA 210 ® /VOI/z21 3SVA-ld C] 1NAWW0� Sba1d II ddS`d Jl'Id�23 O 1N�923f1 O :.ragtunN xed DO Z :aanoD 6ulpnloui 'sated ;o aagtunN O'1"1 'OMO q-nyo =DO 4SOS-OZ6=aagLunN auoLld 08L8-SZ6=j2quinN xad zau.loD e1311V :ujoad aamneal SULID :o; puaS 4002/ZT/L :D1tlQ s3D-dn0S3`d -ivdn-LvN'S H-LAVAH WLN�WNO'dIANA ALNnOD NDt1Yd CHURCH OWC, LLC Onsite Wastewater Consultants June 22, 2006 Sol Brook 0847 Aspen Oak Drive Aspen, Colorado 81611 Subject: OWS Design Upgrade Design Lot 11, Aspen Oaks, 0847 Aspen Oak Drive Pitkin County, Colorado COWC Project No. C123 Pitkin County Permit 05090 Mr. Brook, U JUN 2 8 2006 PITKIN COUNTY ENVIRONMENTAL HEALTH & NATURAL RESOURCES As requested, CHURCH OWC, LLC. (COWC) observed the installation of the onsite wastewater system (OWS) at the subject site. The OWS design was presented in the COWC report dated October 7, 2005 under Job No. C123. On June 13, 2006 COWC observed the installation construction. A 1250 gallon two-compartment Fralo tank had been installed. The distribution box with baffle was installed and level. Subsurface conditions observed consisted of a thin topsoil layer, underlain to 3 foot by silty, sand and gravel. The two trenches each had eleven Quick 4 chambers long. The installation was done accordance with the attached "as -built" plan. The observed components of the OWS were installed in general conformance with the design. Our installation observations do not imply a guarantee or warranty of materials or workmanship. If there are questions, please call. CHURCH Onsite tc, N c .10 Edward 0. Church,lp.E 13172 , LLC EOC A1- 2 copies sent Copy to Pitkin County Department of Health and Environment P.O. BOX 527, Wheat Ridge, CO 80034-0527 Voice: 720-898-3434 FAX: 720-898-3455 a] n ±5.03 LOT II FEN _OAKS PITK COUNTY, COLORADa- -- ------ -- DISTRIBPT-KK"BOX WITH "BAFFLE - - - ------ GREATER THAN 100' TO -� --_4" PVC SCH 40 EFFLUENT LINE ,., WELL 1250 -GALLON 2 -COMPARTMENT SEPTIC - TANK CLEANOUT -BEDROOM ADDITION EXISTING 3 -BEDROOM RESIDENCE •• 0 EXISTING SEPTIC TANKS �; SCALE 1 11=201 N DRAIN FIELD TWO 3'x44' CHAMBERED TRENCHES EXISTING 51'x15' DRAIN FIELD EXISTING \TWO 3'x67' GRAVEL TRENCHES CHURCH OWC, LLC NO REVISION DESCRIPTION DATE Onsite Wastewater Consultants AS BUILT OWS Onsite Wastewater Engineering - Geological Engineering P.O. Box 527 Wheat Ridge, Colorado 80034-0527 PROJECT NO. C123 Voice: (720) 898-3434 Fax: (720) 898-3455 FIGURE NO. 1 PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM 0405 Castle Creek Road, Suite 10, Aspen Colorado 81611 Phone (970) 920-5070 Fax (970) 920-5077 Name of OWNER L_ Owner's Mailing Address '647 AS P E e City,State,Zip AspeA0011 _ Business Phone: Home Phone: — E-mail Address: - Primary _Contact Person (all communication regarding this permit will go through this person) Name Com an e A) Contact Mail.ing Address. City, State, Zi " e Business Phone: Cell Phone: 3 14T- L443Z.. 1 Fax: .d 7 W0 E-mail Address: Parcel 1D # (available from assessor's office 2.,,,,, at 920-5160 or at www.pitkin.assessor.org)� - -% Q- ' Street address of property " j �% ASRE AJ tf>" IN 9 1 V C Legal Description: Lot ,Block ,Filing ,Subdivision WdFN . 0" t� Size of lot: 3 acres. Type of proposed structure: 12,4rb RVOA4 � "o Total square feet of house 3 ­MS # of bedrooms (potential) in house Caretaker Unit: Attached ( ) Detached ( ) atal area(sq. ft.) of caretaker # of in caretaker Permit is for: New Horne ( ) Repair due to failure ( ) Remodel/Addition Emergency use ( ) Water: Private well 1r � Spring ( ) Stream ( ) Community/Public Water System Jl &Tw'T If community system: Name of system c T- Sig` ( "iC_b(C�D The fee for a ISDS application is $600 for a permit that takes 6 hours or less for the department to approve. If approval takes longer.than 6 flours, a rate of $100 per hour will be charged. The maximurn fee is $1000. The basic fee of $600 is due at the time of application. The remainder, if any; will be due in two stages: first, at the time of issuance of the ISDS permit; second, before final approval of the ISDS permit. Application for an individual sewage disposal system is hereby submitted. I hereby certify that the above information is true and accurate and that I have provided true and accurate information on locations of all existing and proposed wells, contour intervals, buildings, property lines, ditches, slopes, waterlines, springs, suction or irrigation lines, drinking water cisterns, drain tiles, irrigation ditches, takes, water courses, stream's, floodplains, dry gulches, and existing septic systems. I hereby certify that any such features not shown on attached site map are not present. Issuance of the permit does not imply the approval of any other permit required for construction pursuant to Pitkin County codes. No construction may be undertaken until all approvals and permits have been obtained. The Pitkin County Environmental Health Department; Pitkin County and employees of these agencies will be held harmless should the individual sewage disposal system fail or malfunction. The permit to construct is issued on information submitted by the applicant or his/her representatives.. Ttwwner assumes full responsibility in case of failure of the system. Signature of appl'cant Received by GNsdsVsds appl1cVsdsapp Rev05D103.doc -� Date -(oS Receipt ' Date , d bei()91) CHURCH OWC, LLC Onsite Wastewater Consultants October 7, 2005 Sol Brook 0847 Aspen Oak Drive Aspen, Colorado 81611 Subject: OWS Design Upgrade Design Lot 11, Aspen Oaks, 0847 Aspen Oak Drive Pitkin County, Colorado COWC Project No. C123 Mr. Brook, As requested, CHURCH Onsite Wastewater Consultants (COWC) has evaluated subsurface conditions and prepared an upgrade onsite wastewater system (OWS) design for the subject site. The design was prepared for Individual Sewage Disposal System (ISDS) permit submittal to Pitkin County Health Department (PCHD). SITE CONDITIONS The investigated site is an approximate 5.03 -acre lot. A site plan is indicated on Figure 1. The site is located in a rural area where OWS are required. The area of the proposed drain field slopes slightly to the northeast at a grade of less than 10%. Vegetation at the proposed drain field area consists of a moderate cover of native grasses and sparse shrubs. PROPOSED CONSTRUCTION A one -bedroom addition is proposed to the northwest side of the 3 -bedroom single-family residence. It is proposed that the one -bedroom addition be constructed with a separate OWS. The addition will include laundry facilities for the house. The proposed OWS will accommodate the laundry. Per discussion with (Nancy MacKenzie of Pitkin County Environmental Health, she was concerned about added loading to the other system for meals. It is believed the adding of meals is balanced by reduction of laundry, which will be done at the addition. The upgraded 1 -bedroom OWS will be valid for the laundry because of the lack of the kitchen wastes. Although it is possible to connect the addition to the existing OWS, a pump and considerable disturbance of the front yard would be required. The existing septic tanks are greater than 5 feet deep and connection to the existing OWS would require deep excavations. The residence is served water by an onsite well, although it is understood you have a water tap, but it is not connected. The original house was constructed in 1977 as a 2- bedroom home. Copies of the 1977 Permit with percolation tests and "as -built" plan are attached. The home was upgraded to three bedrooms in 1996. A 1000 -gallon tank had been added as indicated by the attached Aspen Earthmoving Invoice, B&R Pump Ticket and 1996 Pitkin County ISDS Application, which are attached. In accordance with the ISDS regulations, the sewage load for a one -bedroom residence is 150 gallons per day (GPD). The peak sewage loading is 262.5 GPD using a 1.75 peaking factor. P.O. BOX 527, Wheat Ridge, CO 80034-0527 Voice: 720-898-3434 FAX: 720-898-3455 OWS Design, Job No. C123 Page 2 SUBSURFACE CONDITIONS Subsurface conditions were evaluated by reviewing original permit information from 1977, a copy of which is attached. The percolation rates were 27, 57 and 57 minutes per inch (MPI) with an average of 45 MPI. The percolation tests are understood to be from beneath the original field, which is approximately 40 feet to the east as indicated on Figure 2. Subsurface conditions from 1977 are believed to be valid and appropriate for the upgrade design. It is proposed to use the 57 MPI percolation rate for design of the upgrade OWS rather than the 45 MPI average percolation rate. No ground water is anticipated within 4 feet of the bottom of the trenches. RECOMMENDATIONS The OWS should be installed as indicated on Figures 2 and 3. A 1250 -gallon, 2 -compartment precast concrete tank is proposed. A manufacturer diagram of the proposed septic tank is presented on Figure 4. It is recommended that chambers be used. A 50% reduction in the drain field size is included for using gravel -less chamber trenches. Two 3 -feet by 44 -foot chamber trenches are proposed, for an absorption area of 217 ft2. Each trench will contain 11 Quick 4 chambers. Typical drain field details are presented on Figure 3. Vehicular movement over the field area should be kept at a minimum to avoid compaction of the receiving soils. Dump trucks and rubber -tire backhoes are to be kept off of the proposed field area. The surface of the field should be seeded after installation of the system. A seed mix, such as "Pasture, or Prairie" should be used. These mixes do not require irrigation and develop a growth 10 to 15 inches high. No automatic sprinkler system should be installed over the field. Vehicular traffic and small livestock pastures should be kept off the drain field. INSTALLATION OBSERVATIONS The installation of the OWS is to be observed by the design engineer. The observations include drain field construction observations. Other observations are prior to backfill. At those times, the septic tank and pumping system are to be installed with risers on the tank, and inlet and outlet connections properly bedded. The drain field shall have distribution pipes in place. A final observation is required once the electrical connection has been made prior to placing the OWS into service. Our office should be called at 720-898-3434 to observe the installation of the OWS at least 24 hours in advance. These observations, any repeat observations, design revisions, staking of drain field or additional site visit requirements are not included with this design and will be at an additional unit rate fee. OPERATION AND PREVENTATIVE MAINTENANCE SCHEDULE The goal of an operation and maintenance schedule is to observe the operation and perform minor maintenance to the OWS to allow for proper, long term functioning of the system. We suggest an operation and maintenance schedule or contract with a private maintenance company exist. Septic tank. The scum and sludge accumulation in the septic tanks should be monitored yearly. Once the scum or sludge thickness reaches 25% of the chamber depth, the entire chamber should be pumped. We anticipate a pumping frequency of 1 to 3 years at design flows. An alternative is a regular pumping frequency of every other year. Filter and Effluent Pumping System: The effluent filter at the septic tank discharge should be cleaned (hosed off) at the time of pumping or as needed. OWS Design, Job No. C123 Page 3 Drain FiiNd: The surface around the trenches is to be observed monthly for signs of failure such as lush vegetation growth or effluent ponding. Liquid levels in each field section are to be observed through the observation pipes and levels recorded. Flow to each field is to be controlled through the distribution valves and should be diverted if effluent is observed ponding in any trench. General.- System users must realize an onsite wastewater system is different from public sewer service. There are daily considerations such as not putting plastic or other non - biodegradable material into the system. Water use should be monitored so toilets are not allowed to run when seals malfunction. Allowing fixtures to flow continuouslyto prevent water lines from freezing is not acceptable. Although the proposed system can accommodate variable flows, spreading water use over several hours and eliminating peak flows is recommended. To illustrate the point, a malfunctioning toilet can consume in excess of 1000 GPD. Excessive daily loading could flood and irreparably harm the OWS. We caution against installation of a water softener. The chemical and hydraulic loading from the backwash of a water softener may be detrimental to the OWS and a separate drywell should be constructed for the backwash waste, if a softener is installed. No landscaping or plastic can be used over the field, which will reduce performance of the field. The design of the OWS is based on the treatment of domestic sewage only. Swimming pool or spa water is not to be discharged into the OWS. The proposed system design is based on design flows in the report. Increased flows may hydraulically or organically overload each respective OWS, causing premature failure. LIMITATIONS Our investigation, layout, design, and recommendations are based on data submitted. If conditions considerably different from those described in this report are encountered, we should be called to observe the conditions. If proposed construction is changed, we should be notified to evaluate the effect of the changes on the wastewater system. All construction is to be in accordance with the Individual Sewage Disposal System (ISDS) regulations. Pipe type and size, burial requirements, and other specifications, which are not depicted in our report, are to conform to the requirements of the ISDS regulations. The installer of the system is to be approved by the PCHD and is to have demonstrated knowledge of the ISDS regulations and requirements. If you have questions or if COWbe of additional assistance, please contact us. Sincerely, CHURCH OWC, LLC 1,191 Edward 0. Church, P.E. Attachments 2 copies sent 2 Copies to Graeme D. Means, 210 South Galena, Aspen, CO 81611 2 Copies to Trautner-Long Inc. 225 N. Mi11 St., Suite 111, Aspen, CO 81611 ±5.03 ACRES LOT II, ASPEN OAKS PITKIN COUNTY, COLORADO 20' UTILITY EASEMENT ° WELL —�_—_--� EXISTING 51'x15' DRAIN / / EXISTING SEPTIC \ TANKS EXISTING 3—BEDROOM RESIDENCEoo ,9SAt� �O s FIELD EXISTING TWO 67'x3' GRAVEL TRENCHES SCALE 1 "=80' N— CHURCH OWC, LLC NOI REVISION DESCRIPTION DATE ENGINEER: Onsite Wastewater Consultants SITE PLAN DESIGNEDRAWN BDYBYRAS :ECC Onsite Wastewater Engineering - Geological Engineering CHECKED BY: EOC DATE: 10/2005 P.O. Box 527 Wheat Ridge, Colorado 80034-0527 PROJECT NO. C123 Voice: (720) 898-3434 Fax: (720) 898-3455 FIGURE NO. 1 P ±5.03 LOT ! I _ SEN OAKS�- PITK COUNTY �DISTRI J-kDa BOX WITH"B-AFFLE ------ - �--- _ _ _ ___ _ G REATE:R THAN 100' TO ,--.4" PVC SCH 40 EFFLUENT LINE"WELL , PROPOSED 1250 -GALLON 2 -COMPARTMENT SEPTIC -- TANK CLEANOUT -BEDROOM ADDITION EXISTING 3 -BEDROOM RESIDENCE IN EXISTING SEPTIC TANKS SCALE 111=20' PROPOSED DRAIN FIELD TWO 3'x44' CHAMBERED TRENCHES EXIST% 51'x15' DRAIN FIELD EXISTING \TWO 3'x67' GRAVEL TRENCHES CHURCH OWC, LLC NO REVISION DESCRIPTION DATE ENGINEER: Onsite Wastewater Consultants SITE PLAN AND OWS LOCATION DESIGNED BY:EOC DRAWN BY: RAS Onsite Wastewater Engineering - Geological Engineering CHECKED BY: EOC DATE: 1012005 P.O. Box 527 Wheat Ridge, Colorado 80034-0527 PROJECT NO. Cl 2 Voice: (720) 898-3434 Fax: (720) 898-3455 FIGURE NO. m Im PLAN VIEW 4" DIAMETER PERFORATED DISTRIBUTION QUIK 4 INFILTRATOR ATERALS THE LENGTH OF CHAMBER 34"X52"X42"l rT HE CHAMBER ROWS OBSERVATION FLOW SPLITTER - BASIN AT HIGH P❑INT I) 4 -INCH SUPPLY LIN 44' (11 CHAMBERS) END VIEW SLOPE FOR �RAINq(E ACKFILL PIPE ROWS CHAMBERS PER ROW TOTAL 2 11 22 4" SDR 35 PVC OBSERVATION/VENT PIPE WITH CAP ' MIN. �n EXTENT OF `- EXCAVATION 4" DIAMETER CHAMBER PERFORATED PIPE CHURCH OWC, LLC FIELD DETAILS Onsite Wastewater Consultants Onsite Wastewater Engineering - Geological Engineering P.O. Box 527 Wheat Ridge, Colorado 80034-0527 Voice: (720) 898-3434 Fax: (720) 898-3455 PROJECT N O . Q1 23 FIGURE 3 co 't o CV of U 0 N O LU a�Ei z zo ��0 >. ¢ - o°o olalol cn W LL O N N I.4 w 7 o '00 Cf) r i.i i I } Q Z O Z O) L..i O> m m 0 `• + O o 9 J m O J wamW 0 z i = wz a C a a z r Z • O i 0 n �yJ�yJJ 1 7 Q 1 Z W S O- o7 v) O> W H Q Z O F-- - U LL co LuLu C v) N Z d +L L N p 0 L U - Cj •3 �•3 p, � ;� W rn v a> s O Lu > J y a� Q �I� o E Q.�> o c W O U O p L p 0 co N p O a> m U' o v 2 O o pi L co m _ s p O U p v) U .L.-. s pig s O of V1 m (U a_•N 4 -fn .-+ d U N U O O O O N p O f/1 Q� ca- a °> E U U Q 0 aci o c U o E c o o s w.. o o U -� N O N o O - 6 Q =3`1 _ ? LU I� O - r Cc, Q� ++ �: > a 4 S J U Cf) 1 a O =a W N m a) C6 i U L £ o � U) p E O c `u O Oi Z p (n F CC j W d C 0 3 o p o ? 1 Q- (N Q %. U Q U 'i cz cz M .. lto q cn oco (Z -C CDO 75 m F— o U0 cr) o UE (D C14 (V OC� c m Co V 'p j = M CL T V C Q J O O- y0,, O Cn I N lr CDO r�') r 0 Cpo p N C OU toQ) co .0 p V 0 0 0 C j L CO `v 1 Nu) 7 pv O O c I_ ro N t V 2 i `o v, t—� ai co�i� U��x ai . Q n F,O� m . o >+ N O 2o> 0 CALCULATIONS AND SPECIFICATIONS DESIGN CRITERIA RESIDENCE _: AVERAGE LCADING = q = 150 GPD PERC RATE USED = 57 MPI AREA = 0.75 x 150 x f 57) /5 = 396 SF x 0.5 = 198 SF 50% REDUCTION TAKEN FOR USE OF CHAMBERS TRENCH SPECIFICATIONS NUMBER OF TRENCHES = 2 LENGTH OF -TRENCHES = 44 FEET WIDTH OF TRENCHES = 3 FEET TOTAL PROPOSED ABSORPTION AREA = 9.87 SF x 22 CHAMBERS = 217 SF TREATMENT UNIT SPECIFICATIONS: ONE 1250 -GALLON 2 -COMPARTMENT PRECAST CONCRETE TANK. CHURCH OWC, LLC CALCULATIONS AND SPECIFICATIONS Onsite Wastewater Consultants Onsite Wastewater Engineering - Geological Engineering P.O. Box 527 Wheat Ridge, Colorado 80034-0527 Voice: (720) 898-3434 Fax: (720) 898-3455 PROJECT NO. C123 FIGURE 5 Mm APPENDIX A 1977 PITKIN COUNTY ENVIRONMENTAL HEALTH Lot 11A & I IB, Aspen Oak JOB NO. C123 Z70 7 PITKIN COUNTY HEALTH DEPARTMENT PERMIT NUMBER / / 0 RECEIPT NUMBER.__"? Owner s 91.t?! kt1(4 Phone No. _ 6� Z S is 17 Owner's Mailing Address an X ?,*q.,+ A, prnu Contractor Phone No. _L4R" 6 Address S �4�•Tt[y _ A-SP&A,) 4IItsPvA7- System's Contractor's Name - _-Z) Address Legal Description — A -D 'V -21 11 -IT PAJC-a ( I I IMS P91&Z L/A L jaOrr� Lot Size 5 0 f-.!5 Type of Building by Use - reI mAwe-�- Number of Bedrooms Type of Water Supply Owner's Signature c 1,- date f lei tez PLOT PLAN: ATTACHED AS REQUIRED laaNa#N#!###!!*iN####!Ne!!###N###lNsa♦a!######N#cess#eNeiti!lisaaa.N 4#;#NN#ii #ii!!i#!!N►#N Type of Individual Sewage Disposal System 7 �T% --, 1,111yr-t—/ T e of Soil or Soil Classification OA� �© _al 'L - Proximal Proximal Location of Bedrock Proximal Location of Ground Water Table •#fNN#N!aleN##ii4a.##NN#Mali#iiNea!!a##Ni.iNa•#NN NNiiaa#N##li is eaa#NN 4t##i4i•ri#N##!l aaa NN Percolation Test Daae Minutes Per Inch Minimum Recommended Absorption System Size 1500 So -� �j� j f/��} ' / - Minimum Recommended Tank Size - .5� 9XLMW9" 2�0 0-41 PAe71- N)75' Special onditions of Issue. NOTICE 1 When propNly slpn ed for {sruenca, thin eppltcetl6n bwof) B �o>o �0,4j /� Mils r' �� date' If n In i vmlt swageA0pliediaftsp vend one year from date' It a., Individual sewage dirpoal plrrrllt h Iwueo 11V-3,AI E-0 A `1//AA`�� /1 for ld" ilhtY di whicideal no building OM mitpe hag been it t.[.- 1/lJ lt'` IJ {�„�, thN Individual Nw.p! dltpoNt PK�'tt Nhaq expireits a H hay .at been cammonce0Any chsnpe in plena orsP.cl•`T1�e&q tientions Nft.r the permit her b!!n Issued InveUdebs permit, units% Npprovel 11 secured from the Health Officer for such chengls. Approved for Issuance By Date *#.lNsaiiaiiNi}!i!ilei!!iali#lee# aaa##aiari la is li Ni Nal Ni a4r N!!! i#Nna# }.#a sill#sella# FINAL INSPECTION APPROVAL ate (Drawing of System on Back) -r. PITKIN COUNTY ENVIRONMENTAL HEALTH Field Test Data Sheet an Percolation Test PROPERTY OWNER v�/`r%� PHONE MAILING ADDRESS LEGAL DESCRIPTION OF P OPERTY + /AP6 e LOCATION OFTESTHOLES' s� r_�e.E•t�%�� Three (3) test holes required per system Test Hole Depths (24" minimum) Diameter of Test Holes !� —/C/ i Water remaining after 24 hour soak a TEST HOLE No.1 TEST HOLE No. 2 TEST HOLE No. 3 3� L- 37 4 :371 - 7LOro Drop Time Drop Time Drop Time 2. 3&6 7q YYX */13 AL O 36,V d �- y �t c -7 Percolation Rate Each Hole -< f Average Rate Comments onsail or sit�e�y: (30 } Data —/0 hIL7 Signature 08/02/2005 10:28 9769259150 GRAEME D MEANS ARCH PAGE 05 (1) El APPENDIX B 1996 PITKIN COUNTY ENVIRONMENTAL HEALTH Lot 11, Aspen Oak JOB NO. C123 ��r civet t nuv uv v 1nV PiMcl♦ f NL n�Mt.1 h UCYHK 1 1Y1tl+t i APPLICAT 1N FOR INDIVIDUAL SEWAGE DISPOSAL §Y1jTEM 130 S. Galena St. Aspen Colorado 81811 Phone @70-920-5p70/f'ax 970-920-50M Permit A lL� � Parfet to f _ - 4:70 Permit For, New IMIatlation ( ) Repair () Remodel x Emergency Use ( } Nanta of OWNER Street Addfetr. Owner's Mailing Address Legal Description: Lot it Block Subdivision PIC Il( O A -+k t ISb Size of lot: 6. 0-2-eaes TYPO of proposed structure /O/L C. fJ<� Size at t>'dg. envelope: Total area/iivirig space i:sq. it): ?&QQ L of Bedrooms, ofDCes and sinalar size =me: Caretaker Unil: tt;%Ched Tatar ace or cyteplker R s of Bedrooms oftion and si,ntlar size rooms ^ Primary Contact Person ry— Contact Mailing Address Business Phone : 5z. -r- C7If Ceft Phone' Fax ^r Waterpe4rrivale weed ( )Spring ( )Sveem ( ) ConvrkxtityiputXc (Hairs or System) Is Proof of Adequate Walter Att dead (Boli ll7 ( ) Yes ( )4 No (A water puality test and we pymp test of approval letter from wmmuntty system) Has this project been approved by PTMA Cooky 7P4 Yes ( ) Na Is a copy of the Poor plan attached (B ) 7 00Yea ( ) No IS a copy of ft site den sttac fled ($ems 7 Yes () No App6Ca60n for an 4Wlvidual sewage disposal sYstarn Is h8f8hY wbmi9ad. 1 haro6y e&* that iM ebwM iMett NOM Is true and *=waft end thM t have provided true and accurate Wormenon on locations or all ada vill Ond Pratwsed WMC Mreoty fnetvab, buMings. Property lines, ddtiaa, sktpw vratefi.es, springs. aldton or blgeaon tines, drinking water ciuems. dntit tiles. lingalion dilates, sakes. water oeursei, Wvwfzs, aoodptsins. dry qulttras. and exioN mptie aystarto- 1 aamnowledga tier any hese a incomPlele in(orrnetldrs oris hvafidate the application and any Parent Isiwtas of the does otY pursuant to Puget Cowry ,xidst No conetrnrlian t M+Pb the o wst d any otter pro roquied for oo offaidlur or inadequacy of this sysum. ts4s as �Ptwai and parols New haat oluaksad. 718 ttwrter ast;snra 6H rasponatbiaflss tri nee of failure Signature of applicant Date ------- -- _.._--`------------^------------------------^- ------_�-------------- Fix deo; use below_ PEINdl7 i� Ii�iYiDLIJ�),.,4�gIrAGE Di A �YaT w Pere Rate' iV _5- ruin perantt . Profile Hole O*M fact Septic tank pa .�5'd Jgallons Absofpbon am- a: sq. fL c� t�J IQ. t'A :J iC-/Wo s. y- �, fi�e„�f� „Lp�{ �j P S C� cyl� eCia►dj �tl.at� e 5 Q /fin d1 C4Q.c� •-� 1��:.�. _ AA,Q A An Inspection is required prior to backMI of any comisonent Of the distribution syafma Design by Engineer Regtm'ad ? ( ) Yes ( )Na AN plans and Spearfcal)ons of tete engineer Poral be togotwed_ Any tdt"ea must be approved by the Aspen/Pitkin Environnuitai Health Department in wrltlrtg and the or must certlty the final installation to the Emironmertta) Health 08partrne it In writing' r /_ . Permit approval by: Data Plans and specakat;ans cf the proposed fnd' swage disposal system hate 01 reviewed and ars eonetltrad aadthcieey_ PatmkNeo is herebyto the v+e event Io pwforrtr he woftt Indicated h a000tdnnos slit lots Plttrit d �� owner or t.,artty iS05 Reytaeibn in elfett Y e'rs lima dt issue shit permit bacons invalid 6 Planets hem the data Ml the Permit was issued rtnieas system aatabucMn has cwrdr need Oran Monsfon has boon appro.sd in wrkkV by No pegrinient. As -Built drawings muuQt be led �wIth thi parnbaron I dt baat will be tsetsatt Installer_ 5 1 Receipt 0 � Site Plan Wei Permit and Solis Test Date received Floor Plan Water Quality Test or +11 Data info Complete Received by Comm Dev Approval �� Water System letter Final Insp Requested Final Inspection Approval: Date. apF�o ,.ai I ti 511 TOTAL: 13. SPECT AI Cii'h�sTi{�T ivi�i SUB TOTAL: 14. L'ONVEYIN5 SYSTEMS: A. ELEVATM, OUKBWAITERS & LIFTS R. nOVIN6 STAIRS & WALKS C. CONVEYORS, H9I5TS,ETC. O. PNEUMATIC TUBE SYSTEMS SUB TOTAL: CLEANINb 50TIC 9Y9TENS ASPM EARTHMOVIN6 911 4400 HOPEFULL ROD I TANK @ 1000 200 -VO 2000.00 __ 0.00 2200.00 0.00 T n 1 _. Q & R _ Septic, Rooter & Jetting Service 1555 Hwy. 133 Carbondale, CO. 81623 963-3814 920-2059 No. s Ordeor _ as#e_ Name Address SOLD BY - CASH C.O.D. CHARGEON MDSE. ACCT. I RETD. I PAID.POT I I I I '/�f�.i T./ V r��%J..619� ,��..��sl / ��J( !� 1 1 U l�f• •�✓. .�`�-,.�]Ej6TAX 1` TOTAL 1 1 q 1 Rec'd by GS -46 CRYSTAL VALLEY PRINTERS - CARBONDALE, CO 80623 963-1719 11986 -AM D-128 Z %%W V400 PITKIN ENVIRONMENTAL HEALTH DEPARTMENT ISDS DESIGN CALCULATIONS Owner's Name Parcel ID #` House Size (sq. ft.) (75 gpd, 100 gpd, or 130 gpd) 75 Number of Bedrooms in Main House n Number of Offices, Libraries, Studies, Similar -sized Rooms in Main House Number of Bedrooms in Detached Caretaker unit, Number of Offices, Studies, Similar -sized Rooms in Caretaker Unitr (If the caretaker unit is ATTACHED, treat as if part of main house.) Average Daily Waste Flow 150 State Review Required? no Perc Rate (T) Design Flow (Q) = # potential bedrooms X 2 people/bedroom X gpd X 1.75 Q= 262.5 Minimum tank capacity 328.125 gallons Absorption Area (=Q/5 X SQRT perc rate) A = 396.36631 sq. ft. of absorption area required 26 gravelless chamber units without reduction # of Perc Holes Required: 3 1 in every soil type? Spaced uniformly over proposed area? QUICK 4 9_8 A = 198.18 1 t. with 50% reductionTRENCHES 20 gr elless chamber units with reduction STANDARD A =198. q ft. with 50% reductionTRENCHES 13 gra- ess chamber units with reduction Q36 12 EQ36 units in TRENCHES SETBACK FROM WELL # of feet = 100 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 50 SETBACK FROM DRY GULCH # of feet = 25 QUICK 4 9.2 277.45642 sq ft 30% reduction BED 30 chamber units with reduc. 277.45642 sq ft 30% reduction BED 18 chamber units with reduc. 22 EQ36 units in a BED PITKIN COUN_ 'ENVIRONMENTAL HEALTH DEPAr 'RENT SEPTi� SYSTEMI APPLICATION CHECKLIS i NOTE: SEPTIC PERMIT APPLICATIONS CANNOT BE ACCEPTED UNTIL ALL OF THE INFORMATION BELOW IS INCLUDED. The soils test must be done by a Registered Professional Engineer. The ISDS design must be done by a Colorado Registered Professional Engineer (RPE) or an individual performing engineering services for themselves. Note: an individual may provide ISDS engineering services for themselves provided the dwelling the ISDS serves is his/her primary residence. You should plan to meet with the RPE at your site to discuss where the soil tests should be done to meet all of the County regulations and where you want to put your house. The RPE will be your contact for issues you want to discuss about your system's size and location. Each box should be checked to indicate the following have been submitted before the application can be accepted. El El El X IIQ 0 101 - Environmental Health has been called to look at profile hole Completed application form Engineer design stamped by a RPE registered in the State of Colorado (One set) Design must be based on the Pitkin County ISDS Reg6lation, Revised 2001 Site map (1" to 20' scale) must include locations of all existing and proposed wells within setback distances (including on surrounding properties), contour intervals, all proposed and existing buildings, property lines, ditches, slopes of greater than 15% in the area of the drain field, water lines, sprinkler systems, springs; suction (irrigation) lines, drinking water cisterns, drain_ tiles, irrigation ditches, lakes, ponds, water. courses, streams, floodplains, floodways, dry gulches or existing septic systems. This must iclude all such features on neighboring properties within setbacks. Site plan 11" x 17" to show location of ISDS; building and driveway (Two sets) Building floor plans only. Plans should be 11x17 and legible. (One set) Proof of adequate water supply (Well must be drilled before septic permit can be issued): For private wells, recent well driller's pump test showing gpm actually produced, well permit showing legal supply. The minimum yield from the well or water- storage shall be .07 "k gallons/minute/person, which is 100 gallons/person/day. There must be storage or yield capable of a 24-hour supply for domestic purposes only (not including fire protection or irrigation). For community systems, proof there is adequate water for all houses served by the system. Proof of adequate water quality with bacteriology test. Aspen Consolidated Sanitation District and Snowmass Water & Sanitation District perform this test locally. Percolation tests All ISDS Permit fees are $600, to cover first six hours of processing. Hourly rate of $100 will be charged beyond first six hours, up to $1,000. "Tank only" fee $150. Please make check payable to: Pitkin County Environmental Health Department. Copy of county approval (1041 approval, subdivision approval, etc.) You must obtain written approval from Community Development before submitting this application if your septic system is outside the building envelope. A WAIVER iS AVAILABLE FOR SUBMITTING A BUILDING PERMIT APPLICATION PRIOR TO OBTAINING AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT. Please ask the Community Development Department or Environmental Health Department fcr surthar infer 32,0w= G:\isds\isds applic\isds cklst 0.30103.doc Nov 02 05 05:41p Sol 970-925-2031 p•1 FORM NO, STATE OF COLORADO cwsl OFFICE OF THE STATE ENGINEER 03/92 818 Centennial Bldg., 1313 Sherman St, Denver, Colorado 80203 (303) 866-3581 FOR INSTRUCTIONS, SEE REVERSE SIDE STATEMENT OF BENEFICIAL USE WELL PERMff NUMBER 050765-F 1. WELL OWNER NAMES) Renee Brook Mailing Address 0847 Aspen -Oak Drive City, St. Zip Aspen CO 81611 Phone 970 925-7118 2. WELL LOCATION: COUNTY Pitkin OWNER'S WELL F Office Use only � JUN U. 8 20 wSTA1 NE Rs Z 4 S 0 fpm A um wm .9. S/ (Address) NE 1/4 of the SW 1/4, Sec_ 3 Twp. 10 ❑ N. or ® S., Range 8 5 ❑ E. or ® W. 6th P.M. Distances from Sectio_ n Lines 2, 6 7 0 Ft from ® N. or ❑ S. Line, 1 , 6 5 0 Ft. Nom ❑ E. or ® W. Line. 3. The well is being used for the following purpose(s): D o m e s tic use for one s i n sz l e f a m i l home with lawn and landscape irrigation 4. Water from the well was first used beneficially December 8, 1998. under this permit number, for the above described purposes on (Do not report a date which is before the issued date of this permit' 5. The pumping rate claimed is 15 gallons per minute. 6. The average annual amount of water diverted is 1.0 acre feet. 7. The land area irrigated (watered) by water from this well is: 10 , 00(Numbor) ❑Acres or ®Square feet, described as: Lot 11, Aspen Oaks Subdivision —(Legal Description or as Subdivision Lots) Block FilingNnit 8. Well drilled by:_ Lic. No: Pump installed by: Lic. No: 9. Meter Mfg. b Serial No.: Date Installed: 9 Y-_ I (we) have read the statements made herein, know the contents thereof, and state that they are true to my (our) knowledge. [Pursuant to Section 244-104 (13)(2) C.R.S., the making of false statements herein constitutes perjury in the second degree and is punishable as a Class 1 misdemeanor.] 10, Nameii'dle (al! ase r print) ignature ate jo-��' OWNER ----- - - AOR OFFICESlSE QNL.Y ..— — ----- - _ Accepted that the conditions of approval as stated on the well permit are complied with. L ��-00 Data State Engineer By Court Case No. Div. Co. WD Basin MD Use Y h � r x / - -