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pitkin.eh.264320406015 (2006)
Permit # 06062 Pitkin County Environmental Health & Natural Resources 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 Parcel ID # 2643-204-06-013 Type of permit New( ) Repair( ) Addition/Remodel to House( X ) Name of Owner David & Jennifer Hollander Street Address 2392 Juniper Hill Road Property legal description Size of lot 3.2 acres Water source Snowrrass Vill # of bedrooms in house 4 Caretaker unit Detached Lot 15, Block 7, Filinq 1, Brush Creek Subdivision Total square footage of the house 2,750 Water # of offices, lofts & similar sized rooms in house Total square footage of the caretaker unit 640 # of bedrooms in caretaker unit 1 # of offices, lofts & similar sized rooms in caretaker unit Designed for what # rooms (list) 5 = 4 bedrooms main house + 1 bedroom CDU Permit information Designed by Mailing Address All Service Septic P.O. Box 2844, Glenwood Springs, CO 81602 Perc rate 20 Profile hole depth Depth to groundwater or bedrock Minimum Septic tank capacity 2188 gallons Minimum Absorption area Comments 1,565 sf Septic permit approved per compliance with the engineer design and specifications dated July 18, 2006. 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. * Depth to groundwater/bedrock will be reconfirmed prior to construction. The design is to enlarge the existing system --the existing tank, distribution box & trenches must be inspected and can only be used if of good integrity and functioning per regulation. One new single compartment 1250 gallon septic tank will be followed by the existing 1250 gallon tank. An effluent filter must be on the outlet of the last tank. A new distribution box will be piped so that 2/3 of the effluent will flow to the distribution box serving the existing 954 sf field (7 pipe & gravel trenches, each — 60 ft long) and 1/3 will flow to 3 trenches of Quick4 gravelless chambers designed as serial distribution with an effective area of 652 sf, a total of 33 new chambers. This department does not 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 encouraged. Permit approved by: Date: Plans and specifications of the pr posed 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. Expiration Date: 10. Installer: �f_iNe� C� License Number: _ �� % Final approval: A Date: 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 Dev L [Wid kir Owner's Mailing Add o2j,5�_� �-k�. �� City, State, Zip A Business Phone: Home Phone: E-mail Address: Primary Contact Person (all communication regarding this permit will go through this person) Name Swirl �-1Lk Company Contact Mailing Address 11::5�K , S City, State, Zip Business Phone: Cell Phone: Z Fax: r q 5066 �7 E-mail Address: -X - Parcel ID # (available from assessor's office at 920-66160 or at www.aitkinassessor.org) Building Permit # (if available) Street address of property Z SCJ PSC "\L-,— Legal \L_,—Legal Description: Lot' 1 ,Block _ ,Filing / Subdivision s-! Size of lot: _ acres. Type of proposed structure: C�- ..v , Total square feet of housed tjU # of bedrooms (potential) in house Caretaker Unit: Attached ( ) Detached ( ✓ ) Total area(sq. ft. of caretaker unit & L�- Cj # of bedrooms(potential) in caretaker unit Permit is for: New tftome ( ) Repair due to failure ( ) Remodel/Addition (>) Emergency use ( ) Water. Private well ( ) Spring ( ) Stream ( ) Community/Public Water System (A) If community system: Name of system r,-� V %L -4-41%4-',e 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 hours, a rate of $100 per hour will be charged. The maximum 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 1 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, lakes, water courses, streams, 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 syste ail or malfunction. The permit to construct is issued on information submitted by the applicant or his/her representatives. Thrner assumes full responsibility in case of failure of the system. Signature of ap licant Received by pt # Date 3 1zDate % Pitkin County Environmental Health Department Contact Log Sheet Name: Parcel ID#: Address: Person Spoken To Comments / Action to be Taken I Initials ITime CW"W r -W: * * * CONGICATION RESULT REPORT ( DEC. 20.20 2:07PM ) P. 1 * * FAX HEADER: ENVIRO HEALTH NAT RESOURCE TRANSMITTED/STORED : DEC -20-2006 1:57PM FILE MODE ADDRESS ---------------- --------------------------------------- RESULT PAGE JOPTION MEMORY TX 5445057 ------------------OK---------------- ---- TIM TIM PETZ OK 2/2 2/2 2/2 -------------------- ------------------------------------ ------------- EASON -FOR ER R R --------------------- E-1) HANQ UP OR LINE FAIL E-2) BUSY E-3 NO ANSWER E-4 NO FACSIMILE CONNECTION 40 f�:fEt'd��P�J PITKIN COUNTY ENVIRONMENTAL HEALTH & NATURAL RESOURCES DATE: 12/20/2006 Send to: Ian Milker Fax Number! 544-5057 From: Alicia Gomez CC: All Service Septic Phone Number: 920-5087 CC Fax Number: Number of Pages, Including Cover: 2 4 URGENT L] REPLY ASAP 0 PLEASE COMMENT O PLEASE REVIEW © FOR YUUR COMMENTS: I N FO RMATIO N Septic Permit #06062 for parcel 2643-204-06-013, owner Hollander, has been finalized. Please feel free to Call 920-SO70 if you have any questions_ fix cover Pitkin County Environmental Health and Natural Resources 0405 Castle Creek Road Suite #10, Aspen, CO 81611 Phone (970) 920.S070 f Fax (970) 920.5077 Web Site wwyv.aspenpitkin.com/ehnr fl 11 } PO Box 2844 SEBY�CE GlewooJ 0 C087602 Ph970-618-533 Fax 303-276-2796 November 27, 2006 Walker Construction, Inc. Attn: Ian Walker 600 East Hopkins Avenue Suite 203 Aspen, CO 816111 Installation Observations, Remodeled Hollander Residence 2392 Juniper Hills Road Pitkin County, Colorado Mr. Walker, Project No. 1157 ALL SERVICE septic, LLC performed an installation observation on November 1St and 15th 2006, for the subject property. The installation included a single -compartment 1250 -gallon FraloTM septic tank, followed by the existing 1250 -gallon, 2 -compartment concrete septic tank with an effluent filter. Three `Quick -4' chamber trenches were installed to add to the existing drain field. Each of the new trenches has 11 chambers, for a total of 33 `Quick -4' chambers equaling 326 SF of new additional drain field area. The total drain field area is now 1577 SF. A distribution box was installed to distribute effluent to the new and existing drain fields, as indicated on as -built drawings. Two outlets in the distribution box will serve the existing drain field, and one outlet will serve the new drain field. The OWS was installed according to specifications. This observation is not a guarantee of workmanship and/or parts and materials. ALL SERVICE septic, LLC should be notified if changes are made to the OWS. LIMITS: The observation was based on information submitted and our site visit. If conditions are different from conditions described in this letter, ALL SERVICE septic, LLC should be notified. All additional OWS construction must be according to the county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Sincerely, �4Z' �0 E ��sj' AL R ICE septic, LLC evie a 38662 Timo y R. Petz Richard H. Pe �•«..•�G��`� 2 copies sent NAL E Copy sent to Pitkin County Health Dept. Attn: Nancy ` AS -BUILT O R W E I SF 310 SF OF INFILTRATIVE 5 N FIEL AREA IN 3 GRAVELLESS\ CHAMBER TRENCHES. S A E r '� TRENCHES s 3 3 'QUICK -4' CHAMBERS PER TRENCH - 11 NO T TOTAL'QUICK-4' DISTRIBUTION CHAMBERS a 33 OX O ERVATION PIPES (TYP) I )) 1250 -GALLON, SINGLE COMPARTMENT WOO PORCH FRALO (tm) PLAS T NK ' STING T 1250 -GALLON, 2 -COMPARTMENT SCHED 40 SEWER p CONCRETE SEPTIC LINEWITH r TANK WITH CLEANOUT EFFLUENT FILTER c I UIQ' LEANOUTS PITKIN COUNTY, COLORADO 4" PVC SEWS LINE. ENCASED WITH SCHEDULE )SED PVC WITHIN 50 O FEET OF WELL. L ALL SERVICE SEPTIC, LLC 970-618-5033 L1 PRO. NO. 1157 FIGURE 3 4 New distribution New chamber -trenches using serial distribution Project No. 1157 ISDS DESIGN CALCULATIONS - for Pitkin Owner's Name hollander Parcel ID # _, t House Size (sq. ft.) (75 gpd, 100 gpd, or 130 gpd) 100 Number of Bedrooms in Main House j 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 Unit --777, (If the caretaker unit is ATTACHED, treat as if part of main house.) Average Daily Waste Flow 1000 State Review Required? no Perc Rate 20 (T) Design Flow (Q) = # potential bedrooms X 2 people/bedroom X gpd X 1.75 Q= 1750 Minimum tank capacity 2187.5 gallons Absorption Area (=Q/5 X SQRT perc rate) A = 1,565 sq. ft. of absorption area required 101 gravelless chamber units without reduction # of Perc Holes Required: 3 UICK 4 9_8 A = 782.62379 sq.ft. with 50% reductionTRENCHES 80 gravelless chamber units with reduction STANDARD A = 782.62379 sq.ft. with 50% reductionTRENCHES 50 gravelless chamber units with reduction EQ 36 49 EQ36 units in TRENCHES QUICK4-EQ36 783 101 SETBACK FROM WELL # of feet = 160 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 110 SETBACK FROM DR� GULCH # of feet = 85 DICK 4 9.2 1095.6733 sq ft 30% reduction BED 119 chamber units with reduc. 1095.6733 sq ft 30% reduction BED 71 chamber units with reduc. 88 EQ36 units in a BED 1096 171 PO lox 2844 SEBYICE S Springs, CO 81602 Ph 970-61 Ph 970-618.5033 Fax 303-216.2796 July 18,2006 a er onstruction, Inc. Attn: Ian Walker 600 East Hopkins Avenue Suite 203 Aspen, Colorado 81611 Project No. 1157 Subsurface Investigation and Revised Upgrade Onsite Wastewater System Design Existing Residence and Proposed Remodel 2392 Juniper Hill Road Pitkin County, Colorado Ian Walker, ALL SERVICE septic, LLC evaluated the site and prepared a revised upgrade onsite wastewater system (OWS) design for the subject residence. The property is located in Brush Creek, in an area where OWS are necessary. The revision is based on a change in a proposed driveway location. This letter is to be used in conjunction with plans provided. All previous OWS designs should be discarded to avoid confusion. SITE CONDITIONS There is an existing 4 -bedroom residence. A 1 -bedroom attached C.D.U., having 642 square feet (SF) is proposed. The present drain field appears in good condition, although must be upgraded to accommodate proposed construction. Most components of the existing OWS may be incorporated into proposed OWS if approved during excavation observations. SUBSURFACE Pitkin County Environmental Health Department (PCEHD) investigated the subsurface in October of 1987. A percolation rate of 20 MPI will be used to design the OWS. An 8 -foot test pit must be dug prior to construction to confirm soil conditions and groundwater prior to drain field construction. DESIGN SPECIFICATIONS The OWS design is based on a total of 5 -bedrooms and an average sewage load of 1000 GPD. The installation must include a 1250 -gallon, single -compartment, precast concrete septic tank, to be followed by the existing 1250 -gallon, two-compartment septic tank. An effluent filter must be placed on the outlet of the existing 1250 -gallon septic tank. Tank alternatives may be considered. Three gravelless chamber trenches must be installed as indicated on plans provided. Three rows of 11 `Quick 4' chambers, for a total of 33 chambers, and 326 SF of infiltrative area, is required. With the addition of the new trenches a combined effective infiltrative area of 1577 SF will be available. A 1gI�_J Revised Upgrade OWS Design Project No. 1157 7/18/06 Page 2 new distribution box must be used to direct flows to the proposed and existing drain fields. Construction must be according to the county ISDS regulations, the septic permit provided by Pitkin County Environrpental Health Department, and this design. There is some uncertainty as the exact location of existing trenches. During construction a full evaluation of the existing OWS will be necessary. GEOLOGY ALL SERVICE septic, LLC utilized available literature and reviewed the local soil conditions and geology at the subject site. The soils consist of residual sandy clay derived from the underlying Mancos Shale bedrock. Due to the sandy clay matrix of the soil, proper treatment of effluent will take place within 4 feet of soil and effluent interface. The soils will provide adequate treatment of effluent, hence a very low risk of onsite well contamination. Based on geological conditions and evaluation of risk of contamination of surface water and ground water, it is not necessary to add 8 feet additional distance for each 100 gallons of wastewater flow over 1000 gallons per day as specified in the table to prevent contamination. A 100 -foot separation between the absorption area and the onsite well, and a 50 -foot separation between the septic tanks and well, is appropriate to prevent contamination. OPERATION INFORMATION AND MAINTENANCE The surface of the drain field should be seeded upon completion. Vegetation is an important factor in drain field performance. Geo -fabrics or plastics should not be used over the drain field. Livestock should not graze on the drain field. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWS. For Example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a drain field. The homeowner should pump the septic tank every two years and clean the effluent filter as needed. Garbage disposal use should be minimized, and non -biodegradable materials should not be placed into the OWS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWS. No hazardous wastes should be directed into the OWS. Mechanical room drains should not discharge into the OWS. The OWS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, air release valves and weep holes should be installed to allow pump lines to drain to minimize risk of freezing. Excavation equipment must not drive in excavation of drain field due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. Precast concrete tanks and distribution boxes should be used, unless plastic or fiberglass is required. Septic tank risers should extend to grade. Access to all tank compartments and distribution devices is optimal. Revised Upgrade OWS Design Project No. 1157 7/18/06 Page 3 INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC, and the county must view the OWS during construction. The OWS observation should be performed before backfill, after placement of chambers and distribution pipes. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed; ALL SERVICE septic, LLC should be notified 48 hours in advance to observe the installation. LIMITS: The design is based on information submitted. If soil conditions encountered are different from conditions described in report, ALL SERVICE septic, LLC should be notified. All OWS construction must be according to the county regulations. Requirements not specified in this report must follow county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Please call with questions. Sincerely, ALL SERVICE septic, LLC Reviewed B ; � =o; 3W6274 s'•••».••l � Timothy R. Petz, P.G. Richard H. F LftAL EN 3 copies • z���-toy-o�--ops ASPEN*PITKIN ENVIRONMENTAL HEALTH DEPARTMENT INDIVIDUAL SEWAGE DISPOSAL PER2-1IT NO.t TYPE OF PERMIT: ATUIBe nitial Construction ( )Emergency Use ( )Repair Work,(Piavious Permit fr installation .} ( )Alteration of an existing system, (Previous Pernit 1 Pernit as a result of Sala ( )Others ISSUED T0: DATE OF ISSUE' D Owner t& tsse/q Home Phone Business Phone9, TIail_ing _ -- Address. o. D3G E 8`1612 . Agent Mailing Address Sewage Disposal System Work to be performed by Phone This permit valid only for )premises location by the following legal dlscriptions�T%S LO? S I z E-3 2 AcieFS -- WATER SUPPLY����� AVERAGE PERCOLATION RATF. D iN Jf4C Th1s Individual Sewagc Disposal permit is granted with regard to the following use: ES IpE'iV@.E Number oft Dodicoms Lofts _ Garbage Disposals_ Dishwashers ��— C1othFs Washers CALCULATED "ERACE DAILY WASTE LOAD '375 GALLONS. THE NATUP.E OF THE SYSTEM INCLUDED UNDER THIS P_i., 3 of Tack of Treatment Unitf S6 Je �AA19 /S Tank Capicit � % _Callon Minimu:a :od of Final Di=poaal:SeEPA/ E`7;Fe (A LiEir� Absorptiop Area �frirf � 7�7 I n/�;{ � Square Feet Hinimu.�n � :elision (including brand name if any) of otherequipment or,appurtnancess i �.ow WAree, vs� �«rs (2 2- CA4"Al 104- 11sN) To er Conditions or Spccificationat 014 STAGES REQUIRING I14SPECTION BY THE HEALTH DEPARTMENT: ( )Before Excavation () Upon comPletion of excavation andrior to P placement of gravelXIIefoce covering distriF,utfon system of absorption field (}Prior to backfill of any component ( )Other, Specify: -� laps and specifications of thelproposed sewage disposal system have been reviewed and are ecnsidered satisfactory. Perminsi.on ,t hereby gra::ted to ti,e owrcr r his agent to Perforn the work indicated above in accordance with [hc. Pitkin county lndivi-',uai rwa;n Jispesal Revelations inffcct on the date of issue. In addition to general provisions set fort,`. on fu? revcrsc I:er^et, his Permit is subject to the hollowing additional terns and conditions: APPROVED FOR ISSUE BY (title) > alxrve individual xeva,)o disposal ay -stem Installed by f been in:pecto(l for use by a representative of ti,e Asi:en Pit in L'nvironr�nta :Ponca bilzty in case of failure or inadequacy of Chi scwaca disposal ystem. DATE 0' IN INSPEC IO" BY: 1 O South G 1 Hearth Department. The uwnar asaumoa Complete as -built drawing attached. �2! TITLE / a ena Street Aspen, Colorado 81611 303/925-2020 ,If) C C 1^ta.wR , b l _ Dla - a c- Pitkin County Assessor/Treasurer Parcel Detail Parcel Detail Information jy Search I Assessor Subset Query I Assessor Sales Search Clerk & Recorder Reception Search Basic Building Characteristics I Tax Information Value Detail I Sales Detail I Residential/Commercial Improvement Detail Land Detail I Photographs Tax Area I Account Number Parcel Number I Mill Lei 041 71 R008501 264320406015 IF 51.938 Owner Name and Address HOLLANDER DAVID S & JENNIFER L C/O ASPEN VALLEY HOSPITAL 0401 CASTLE CREEK RD ASPEN, CO 81611 Legal Description SUB:BRUSH CREEK VILLAGE BLK:7 LOT: 15 DESC: FILING 1 Location Property Tax Valuation Information Printed for Nancy MacKenzie <nancym(aco.pitkin.co.us> 2/14/2006 Basic Building Characteristics Tax Information Tax Yearj Transaction Type Residential Building Occurrence 1 -Characteristics 1997 Tax Amount 2ND FLOO 11,732 OPEN PORCH: 1164 WOOD BALCONY: 1796 FINISHED GARAGE: 576 FIRST FLOOR: 1,216 Total Heated Area: 2,948 Property Class: SINGLE FAM RES- IMPROVEMEN Actual Year Built: 1987 Effective Year Built: 1993 Bedrooms: 14 Baths: 113 Quality of Construction: GOOD T 12 Exterior Wall: WOOD SD GO Interior Wall: 11DRYWALL Floor: BASE Heat Type: ELE.B/B Heating Fuel: I ELECTRIC Roof Cover: ICEDAR SHAK Roof Structure: GABLE/HIP Neighborhood: JIBRUSH CREEK VILLAGE Super Nbad: I BRUSH CRK AREA Tax Information Tax Yearj Transaction Type Amount 1997 Tax Amount $3,493.62 Printed for Nancy MacKenzie <nancymAco.pitkin.co.us> 2/14/2006 0 SOILS AND FOUNDATION INVESTIGATION HOLLANDER RESIDENCE ADDITIONS 2392 JUNIPER HILLS ROAD PITKIN COUNTY, COLORADO Prepared For: WALKER CONSTRUCTION 600 East Hopkins Avenue, Suite 203 Aspen, CO 81611 Attention: Mr. Ian Walker Project No. GSO4730-120 April 27, 2006 234 Center Drive I Glenwood Springs, Colorado 81601 Telephone: 970-945-2809 Fax: 970-945-7411 TABLE OF CONTENTS SCOPE SUMMARY OF CONCLUSIONS SITE CONDITIONS PROPOSED CONSTRUCTION SUBSURFACE CONDITIONS EARTHWORK Excavations Sub -Excavation Backfill FOUNDATIONS SLAB -ON -GRADE CONSTRUCTION BELOW-GOZADE CONSTRUCTION SURFACE (DRAINAGE LIMITATIONS FIGURE 1 -APPROXIMATE LOCATIONS OF EXPLORATORY BORINGS FIGURE 2 — SUMMARY LOGS OF EXPLORATORY BORINGS WALKER CONSTUCTION HOLLANDER RESIDENCE ADDITION PROJECT NO. GSO4730-120 5:\GSO4730.000\120\2. Reports\GSO4730 120 R1.doc 1 1 2 2 3 3 3 4 5 5 6 7 8 8 SCOPE This report presents the results of our soils and foundation investigation for the planned additions to the Hollander Residence at 2392 Juniper Hills Road in Pitkin County, Colorado. We conducted the investigation to evaluate the subsurface conditions, at the site and provide foundation recommendations for the proposed constructi exploratio conditions our explo constructi criteria for based upc i. Our report was prepared from data developed during our field laboratory testing, engineering analysis and our experience with similar This report includes a description of the subsurface conditions found in )ry borings, our opinions and recommendations for design and of foundations, floor systems, and geotechnical and construction :tails influenced by the subsoils. Our recommendations were developed our understanding of the planned construction. If actual construction will differ adgnificantly from the descriptions in the report, we should be informed so that we caP check that our recommendations are appropriate. A summary of our conclusions is presented below. SUMMARY OF CONCLUSIONS 1. Subsurface conditions encountered in our exploratory borings consisted of about 1 foot of gravel surfacing and 2 to 5 feet of fill underlain by shale bedrock of the Mancos Formation. The fill in our borings consisted of shale pieces in a sandy clay matrix. Free ground water was not found in our exploratory borings during drilling operations. 2. Our exploratory drilling information indicates that variable subsurface conditions are present at anticipated foundation elevations for the additions. To enhance potential performance, we recommend constructing the additions on footing foundations that are supported by a minimum 3 -foot thickness of densely compacted, structural fill. A high degree of care will need to be taken to prevent wetting of the subsoils below and adjacent to the additions. Design and construction criteria for footings are presented in the report. 3. After the recommended sub -excavation process is accomplished, we expect that interior slab -on -grade floors supported on the densely compacted, structural fill will have low potential for differential movement and associated damage. Further discussion is in the report. WALKER CONSTUCTION 1 HOLLANDER RESIDENCE ADDITION PROJECT NO. GSO4730-120 S:1GS04730.000112012. ReportMGSO4730 120 R1.doc c 4. Surface drainage should be designed to provide for rapid removal of surface water away from the building. SITE CONDITIONS Brush Creek Village is located northwest of the intersection of State Highway 82 and Brush Creek Road in Pitkin County, Colorado. The Hollander Residence is located at 2392 Juniper Hills Road in the west part of the development. Ground surface on the property generally slopes down to the northeast. The existing residence is a two-story, wood -frame building (see Figure 1). It does not appear that a basement or crawl space is below the building. Fill was placed to construct the driveway at the east side of the residence. Natural vegetation at the site consists predominantly of oak brush. Areas adjacent to the residence are landscaped with grass. PROPOSED CONSTRUCTION A ane -story addition with a footprint of about 16 feet by 40 feet will be constructed southeast of the existing building. The addition will be connected to the existing building by a carport. A one-story addition with a footprint of about 12 feet by 18 feet will be built adjacent to the east side of the existing building. Floors in the additions are planned as slabs -on -grade. We understand that no below -grade areas, such as basements or crawl spaces are planned. Maximum excavation depths will likely be less than 4 feet. Our understanding is that the additions will be wood - framed. Foundation wall loads are expected to vary between 1,000 and 3,000 pounds per lineal foot. Maximum interior column loads are anticipated to be about 30 kips. If construction will differ significantly from the description above, we should be informed so that we can provide geotechnical engineering input. WALKER CONSTUCTION 2 HOLLANDER RESIDENCE ADDITION PROJECT NO. GSO4730-120 S:1GSO4730.0001120U. Reports1GSO4730 120 R1.doc SUBSURF CE CONDITIONS Subsurface conditions below the planned building were investigated by drilling two exploratory borings (TH-1 and TH-2) at the approximate locations shown on Figure 1. Drilling operations were directed by our laboratory/field manager who logged the soils and bedrock encountered in the borings and obtained samples. Graphic logs of the soils and bedrock encountered in our exploratory borings are presented �n Figure 2. Subsurface conditions encountered in our exploratory borings consisted of about 1 foot of gravel surfacing and 2 to 5 feet of fill underlain by shale bedrock of the Mancos Formation. The fill in our borings consisted of shale pieces in a sandy clay matrix. Field penetration resistance tests and observations during drilling indicated the fill was stiff and the shale bedrock was very hard. Our experience with the Mancos shale in Brush Creek Village indicate that the shale generally possesses low potential f�rvolume change when wetted under foundation loads. Free ground water was not found in our exploratory borings during drilling operations. Borings were backfilled Immediately after exploratory drilling operations were completed. EARTHWORK Excavations We anticipate that excavations for the planned construction can be accomplished using conventional, heavy-duty excavation equipment. Excavation into the shale bedrock may require a pneumatic hammer attachment on a trackhoe. Sides of excavations will need to be sloped or braced to meet local, state and federal safety regulations. The fill will likely classify as a Type B soil based on OSHA standards governing excavations. The shale bedrock will classify as stable rock unless unfavorable bedding or a high degree of fracturing results in a lower classification. Temporary slopes greater than 5 feet in depth should be no steeper than 1:1 (horizontal to vertical) in Type B soils. Excavations in stable rock can be near vertical. WALKER CONSTUCTION 3 HOLLANDER RESIDENCE ADDITION PROJECT NO. GSO4730A20 SAGS04730.000112012. Reports1GSO4730 120 R1.doc Contractors should identify the soils encountered in the excavation and refer to OSHA standards to determine appropriate slopes. We do not expect excavations to construct the additions will encounter significant ground water. Some ground water seepage may be encountered during spring snowmelt. We expect dewatering (if needed) can be accomplished by sloping excavation floors to gravity discharges or to temporary sumps where water can be removed by pumping. Sub -Excavation Our exploratory drilling information indicates that variable subsurface conditions are present at anticipated foundation elevations for the planned additions. Differential movement and associated damage may occur if foundations and floor slabs are supported directly on exposed subsoils and bedrock. To enhance potential performance of the additions, we recommend removal (i.e. sub -excavation) of the soils and bedrock to a depth of at least 3 feet below foundation and floor slab elevations and replacement with densely compacted, structural fill could be used to enhance foundation and floor slab performance. The bottom of the sub -excavated areas should extend laterally at least 2 feet outside the addition footprints. The bottom of the sub -excavated areas should be scarified to a depth of at least 8 inches, moisture -conditioned and compacted. The excavated soils and broken-down bedrock free of organics, debris and rocks larger than 3 inches in diameter can be re -used as structural fill. Structural fill should be moisture treated to between 1i percent below and 3 percent above of optimum moisture content and compacted to at least 98 percent of standard Proctor (ASTM D 698) maximum dry density. Additional moisture required to increase the existing moisture content to the specified imoisture content should be uniformly mixed into the fill soil prior to compaction. Mixing of additional water into the structural fill and achieving WALKER CONSTUCTION 4 HOLLANDER RESIDENCE ADDITION PROJECT NO. GSO4730-120 S:\GS04730.000\120\2. Reports\GSO4730 120 R1.doc recommended fill density can be difficult in small areas. We can assist the contractor in developing an effective mixing approach. The actual thickness of fill lift that can be properly compacted will depend on the type of compaction equipment. We recommend use of a large, sheepsfoot compactor. In order for the procedure to perform properly, close control of fill placement to specifications is required. Our representative should observe placement and test compaction of the fill. Backfill Backfill adjacent to the foundations must be properly placed and compacted to reduce infiltration of surface water. The on-site soils, free of organic matter, debris and rocks larger than 4 inches in diameter can be used as fill and backfill. Fill and backfill should be placed in loose lifts of 10 inches thick or less, moisture -conditioned to within 2 percent of optimum moisture content and compacted to at least 95 percent of standard Proctor (ASTM D 698) maximum dry density. Placement and compaction of fill and backfill should be observed and tested by a representative of our firm during construction. FOUNDATIONS We recommend constructing the additions to the Hollander Residence on footing foundations that are supported by a minimum 3 -foot thickness of densely compacted, structural fill. A high degree of care will need to be taken to prevent wetting of the subsoils below and adjacent to the building. The sub -excavation and structural fill placement process is outlined in the Sub -Excavation section. The sub - excavation process should be monitored by a representative of our firm. Our representative should observe placement and test compaction of structural fill. Design and construction criteria for footings are presented below. 1. Footings supported on densely compacted, structural fill should be designed for a maximum soil bearing pressure of 3,000 psf on the structural fill. Soils loosened during the forming process for the footings should be removed or re -compacted prior to placing concrete. WALKER CONSTUCTION 5 HOLLANDER RESIDENCE ADDITION PROJECT NO. GSO4730-120 S:1GSO4730.000112C12. Reports1GSO4730 120 RI.doc Ir 2. Continuous wall footings should have a minimum width of at least 16 inches. Foundations for isolated columns should have minimum dimensions of 24 inches by 24 inches. Larger sizes may be required, depending upon foundation loads. 3. Grade beams and foundation walls should be well reinforced, top and bottom, to span undisclosed loose or soft soil pockets. We recommend reinforcement sufficient to span an unsupported distance of at least 12 feet. Reinforcement should be designed by the structural engineer. 4. The soils under exterior footings should be protected from freezing. We recommend the bottom of footings be constructed at least 42 inches below exterior grades for frost protection. The Pitkin County building department should be consulted to verify the required depth. SLAB-ON+GRADE CONSTRUCTION Differential movement is likely if floor slabs in the additions are supported directly on the existing soils and bedrock. After the recommended sub -excavation process is accomplished, we expect that interior slab -on -grade floors supported on the densely compacted, structural fill will have low potential for differential movement. Recommendations for sub -excavation and structural fill placement are presented in the Sub -Excavation section. The most positive method to mitigate floor movement is the construction of a structural floor with an air space between the floor and the subgrade soils. The structural floor is supported by the foundation system. Structural floors typically require deeper excavation and increased lateral loads on foundation walls. Ventilation of crawl spaces must be provided. A structurally supported floor would involve significant construction costs, especially in garage areas. We recommend the following precautions for slab -on -grade construction at this site. These precautions will not prevent movement from occurring, they tend to reduce damage if slab movement occurs. WALKER CONSTUCTION 6 HOLLANDER RESIDENCE ADDITION PROJECT NO. GSO4730-120 S:\GSO4730.000\120,2. Reports\GSO4730 120 R1.doc 1. Slabs should be placed directly on the exposed subgrade soils. Provision of a sand or gravel layer beneath the slabs is not recommended because it increases the possibility of a single source of water wetting the entire area supporting the slabs. 2. Slabs should be separated from exterior walls and interior bearing members with a slip joint which allows free vertical movement of the slabs. 3. Use of slab bearing partitions should be minimized. Where such partitions are necessary, a slip joint allowing at least 1 inch of free vertical slab movement should be used. Doorways and stairwells should also be designed to allow vertical movement of slabs. To limit damage in the event of movement, sheetrock should not extend to the floor. 4. Underslab plumbing should be eliminated where feasible. Where such plumbing is unavoidable, it should be pressure tested for leaks during construction. Plumbing and utilities which pass through slabs should be isolated from the slabs. Gas and water lines leading to slab - supported appliances should be constructed with flexibility. Heating and air conditioning systems supported by slabs should be provided with flexible connections capable of at least 1 inch of vertical movement so that slab movement is not transmitted to the duct work. 5. Exterior patio and porch slabs should be isolated from the residence. These slabs should be well -reinforced to function as independent units. Movements of these slabs should not be transmitted to the residence foundations. 6. Frequent control joints should be provided in accordance with American Concrete Institute (ACI) recommendations to reduce problems associated with shrinkage and curling. We advocate use of an additional joint about 3 feet away from and parallel to foundation walls. BELOW -GRADE CONSTRUCTION We understand that no below -grade areas, such as basements or crawl spaces, are planned in the additions. If construction will include areas that are below exterior grades, we should be informed. CTL I Thompson, Inc. will need to provide recommendations for lateral earth pressures and subsurface drain systems. WALKER CONSTUCTION 7 HOLLANDER RESIDENCE ADDITION PROJECT NO. GSO4730-120 SAGS04730.000%120\2. Reports\GSO4730 120 R1.doc SURFACE DRAINAGE Surface drainage is critical to the performance of foundations, floor slabs, and concrete flatwork. We recommend the following precautions be observed during construction and maintained at all times after the additions are completed: 1. The ground surface surrounding the exterior of the residence should be sloped to drain away from the residence in all directions. We recommend providing a slope of at least 6 inches in the first 5 feet around the residence. 2. The residence should be provided with gutters and downspouts. Roof downspouts and drains should discharge well beyond the limits of all backfill. Splash blocks and downspout extensions should be provided at all discharge points. 3. Backfill around foundation walls should be moisture -conditioned to within 2 percent of optimum moisture content and compacted to at least 95 percent of standard Proctor (ASTM D 698) maximum dry density. 4. Landscaping should be carefully designed to minimize irrigation. Plants used near foundation walls should be limited to those with low moisture requirements; irrigated grass should not be located within 5 feet of foundations. Sprinklers should not discharge within 5 feet of the foundation. Irrigation should be limited to the minimum amount sufficient to maintain vegetation; the application of additional water will increase the likelihood of slab and foundation movements. 5. Impervious plastic membranes should not be used to cover the ground surface immediately surrounding the residence. These membranes tend to trap moisture and prevent normal evaporation from occurring. Geotextile fabrics can be used to control weed growth and allow some evaporation to occur. LIMITATIONS Our exploratory borings were located to obtain a reasonably accurate picture of subsurface conditions. Variations in the subsurface conditions not indicated by our borings will occur. WALKER CONSTUCTION HOLLANDER RESIDENCE ADDITION PROJECT NO. GSO4730-120 SAGSO4730.000112012. Reports\GSO4730 120 R1.doc This investigation was conducted in a manner consistent with that level of care and skill ordinarily exercised by geotechnical engineers currently practicing under similar conditions in the locality of this project. No warranty, express or implied, is made. If we can be of further service in discussing the contents of this report, please call. CTL I THOMPSON, INC. J es D. Kello , P.E. 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HOLLANDER HIGH COUNTRY ENGINEERING, INC. awn Hn+s NO. DATE _ W..VISION ev CAl .1Q O .XIOIIFkC &N L15, B7, BRUSH CREEK VILLAGE FILING 1 cnecxsu er. 141NVERNESS DRIVE EAST, STE F-120, ENGLEWOOD, C0 80112 -_ 1-800-922-1987 n HOLLANDER 10e{i PHONE(303) 92S06M FAX 9250547 A JRN OR634. 067W IN MURO DENVER N -- _- CALL 2"US INE85 D Y5 W ADVANCE r 0 HAZARD RL:YIEW ARE PLAN 1517 BLAKE AVENUE, STE 101, G1Ja7JWOOD SPRINGS, CO 81801 61 g -0g 8EF'ORE YOU OI� GRADE, Ok D PHONE (970)946b875 FAX (970)94&2565 .�. EXCAVATE FORTN MARKWGOF PffYJNCOUNTY,COLORADO -.--.Co. 1041 UNDERGROUND ME 9ENU"IL 1E6 O pl - u=Re ��N �5 gRlo zgs a o � n N � xg god 562 0 S n Z �.. gv ` a OI r� SS Q pig b DAVID S. &JENNIFER L. HOLLANDER HIGH COUNTRY ENGINEERING, INC. awn Hn+s NO. DATE _ W..VISION ev CAl .1Q O .XIOIIFkC &N L15, B7, BRUSH CREEK VILLAGE FILING 1 cnecxsu er. 141NVERNESS DRIVE EAST, STE F-120, ENGLEWOOD, C0 80112 -_ 1-800-922-1987 n HOLLANDER 10e{i PHONE(303) 92S06M FAX 9250547 A JRN OR634. 067W IN MURO DENVER N -- _- CALL 2"US INE85 D Y5 W ADVANCE r 0 HAZARD RL:YIEW ARE PLAN 1517 BLAKE AVENUE, STE 101, G1Ja7JWOOD SPRINGS, CO 81801 61 g -0g 8EF'ORE YOU OI� GRADE, Ok D PHONE (970)946b875 FAX (970)94&2565 .�. EXCAVATE FORTN MARKWGOF PffYJNCOUNTY,COLORADO -.--.Co. 1041 UNDERGROUND ME 9ENU"IL 1E6 CONDITIONS OF APPROVAL 1. NO DEVELOPMENT IS PERMITTED OUTSIDE THE DESIGNATED BUILDING ENVELOPE(S), OTHER THAN CLEARING REQUIRED FOR WILDFIRE MITIGATION, PRIOR TO COMMENCEMENT OF ANY EARTHMOVING OR OTHER CONSTRUCTION ACTIVITY, THE CORNERS OF THE BUILDING ENVELOPE SHALL BE STAKED AND CONSTRUCTION FENCING INSTALLED AROUND THE CONSTRUCTION SITE WITHIN THE PERIMETER OF THE BUILDING ENVELOPE. THE FENCING SHALL REMAIN IN PLACE UNTIL ISSUANCE OF A CERTIFICATE OF OCCUPANCY. ALL AREAS PERMANENTLY DISTURBED BY CONSTRUCTION SHALL BE REVEGETATED WITH NATIVE SHRUBS AND GRASSES WITHIN ONE GROWING SEASON OF THE PROJECT'S COMPLETION. 2. ANY DEVELOPMENT LOCATED WITHIN SETBACKS MANDATED BY COUNTY ZONING REGULATIONS SHALL REQUIRE A VARIANCE FROM THE BOARD OF ADJUSTMENT. APPROVAL OF BUILDING AND ACCESS ENVELOPES WITHIN SUCH SETBACKS DOES NOT ASSURE APPROVAL OF A VARIANCE. 3. THE FOLLOWING MEASURES ARE REQUIRED TO AVOID FURTHER IMPACT ON WILDLIFE: A. ANY DOG(S) ON THE PROPERTY MUST BE IN A FENCED ENCLOSURE, KENNELED, OR LEASHED AT ALL TIMES WHEN OUT—OF—DOORS; FOR THE PURPOSE OF THIS REQUIREMENT, "ELECTRIC FENCING" DOES NOT CONSTITUTE A FENCED ENCLOSURE OR KENNEL. B. MESH OR WOVEN WIRE FENCES ARE PROHIBITED. ANY WOOD FENCING ON THE PROPERTY SHALL (1) EMPLOY 3 RAILS OR LESS, (II) BE OF THE ROUND OR SPLIT RAIL TYPE, (III) NOT EXCEED 48" IN HEIGHT ABOVE GROUND LEVEL AND 12" IN WIDTH (TOP VIEW), AND (IV) HAVE AT LEAST 18" BETWEEN TWO OF THE RAILS. WIRE FENCING SHALL CONSIST OF NO MORE THAN 3 STRANDS OF SMOOTH WIRE AND SHALL NOT EXCEED 42" IN HEIGHT. C. APPROVED, BEAR—PROOF WILDLIFE PROOF REFUSE CONTAINERS, AS REQUIRED BY BOCC ORDINANCE #010-2001, "ESTABLISHING REGULATIONS AND STANDARDS REGARDING THE PROTECTION OF WILDLIFE," SHALL BE USED ON THE PROPERTY. THE USE OF FRUIT—BEARING TREES AND SHRUBS SHALL BE AVOIDED IN CONNECTION WITH ANY NEW LANDSCAPING, 4. THE FOLLOWING WILDFIRE MITIGATION MEASURES ARE REQUIRED: DEFENSIBLE SPACE: THE AREA AROUND ALL STRUCTURES (LIMITED BY PROPERTY BOUNDARIES WHICH MAY LIMIT THE PROPERTY OWNER'S ABILITY TO COMPLY WITH THIS SECTION), SHALL INCORPORATE LANDSCAPING WITH WILDFIRE DEFENSIBLE SPACE CONSIDERATIONS AS FOLLOWS, PROVIDED. THAT ACTUAL VEGETATION MANIPULATION TO MEET THESE CONDITIONS MAY NOT BE NECESSARY WHERE THE NATURAL VEGETATION PATTERNS HAVE ALREADY FULFILLED THESE CONDITIONS: o) BRUSH, DEBRIS AND NON—ORNAMENTAL VEGETATION SHALL BE REMOVED WITHIN A MINIMUM 10' PERIMETER AROUND ALL STRUCTURES. b) VEGETATION SHALL BE REDUCED TO BREAK UP THE VERTICAL AND HORIZONTAL CONTINUITY OF THE FUELS AT A MINIMUM OF A 30' FOOT PERIMETER AROUND A STRUCTURE BUILT ON FLAT GROUND. (FOR GREATER SLOPES, REFERENCE CSFS SAFETY ZONE CHART, PAGE 13, WILDFIRE GUIDELINES FOR RURAL HOMEOWNERS.) C) SPACING BETWEEN CLUMPS OF BRUSH AND VEGETATION WITHIN THE 30' PERIMETER SHALL BE A MINIMUM OF TWO TIMES THE HEIGHT OF THE FUEL, MAXIMUM DIAMETER OF THE CLUMPS SHALL BE TWO TIMES THE HEIGHT OF THE FUEL. ALL MEASUREMENTS SHALL BE FROM THE EDGES OF THE CROWNS OF THE FUEL. d) ALL BRANCHES FROM TREES AND BRUSH WITHIN THE 30' PERIMETER SHALL BE PRUNED TO A HEIGHT OF 10' ABOVE THE GROUND WITH REMOVAL OF LADDER FUELS FROM AROUND TREES AND BRUSH. e) TREE CROWN SEPARATION WITHIN THE 30' PERIMETERS SHALL HAVE A MINIMUM OF 10' BETWEEN THE EDGES OF THE CROWNS, EXCEPT FOR MATURE STANDS OF ASPEN TREES WHERE LADDER FUELS HAVE BEEN REMOVED. IN AREAS OF ASPEN REGENERATION, THE SPACING GUIDELINES OF PARAGRAPH (C) ABOVE SHALL BE FOLLOWED. f) ALL BRANCHES THAT EXTEND OVER THE ROOF EAVES SHALL BE TRIMMED AND ALL BRANCHES WITHIN 15' OF CHIMNEYS SHALL BE REMOVED. g) THE DENSITY OF FUELS WITHIN A 100' PERIMETER OF THE STRUCTURES SHALL BE REDUCED WHERE NATURAL REDUCTION HAS NOT ALREADY OCCURRED. h) ALL DEADFALL WITHIN THE 100' PERIMETER SHALL BE REMOVED. i) THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR THE CONTINUED MAINTENANCE OF THE DEFENSIBLE SPACE VEGETATION REQUIREMENTS. STRUCTURAL DESIGN AND CONSTRUCTION REQUIREMENTS: UNLESS THE WILDFIRE EXPERT HAS RECOMMENDED A DIFFERENT METHOD OF CONSTRUCTION DUE TO PROXIMITY TO A SEVERE WILDFIRE HAZARD AREA, IN LOW AND MEDIUM WILDFIRE HAZARD AREAS, ROOFS SHALL BE CONSTRUCTED WITH A CLASS A ROOF COVERING OR A CLASS A ASSEMBLY AS DEFINED IN THE INTERNATIONAL BUILDING CODE SECTION 1505,2. IN SEVERE HAZARD WILDFIRE AREAS, ROOFS SHALL BE CONSTRUCTED WITH A ROOF COVERING OF NON—COMBUSTIBLE MATERIALS INSTALLED ON A CLASS A ROOF ASSEMBLY. NON—COMBUSTIBLE MATERIALS SHALL BE ONE OF THE FOLLOWING: CEMENT SHINGLES OR SHEETS, EXPOSED CONCRETE SLAB, FERROUS OR COPPER SHINGLES OR SHEETS, SLATE SHINGLES, CLAY OR CONCRETE ROOFING TILE, OR OTHER APPROVED ROOF COVERING OF NON—COMBUSTIBLE MATERIAL, WOOD SHAKE/SHINGLE ROOF COVERINGS ARE PROHIBITED. ROOFS WITH LESS THAN A 3:12 PITCH ARE NOT PERMITTED UNLESS THEY: 1) USE ROOF COVERINGS CONSTRUCTED OF NON—COMBUSTIBLE MATERIALS AND INSTALLED ON A CLASS A ROOF ASSEMBLY; 2) USE ROOF COVERINGS WITH SURFACES THAT FACILITATE THE NATURAL PROCESS OF CLEARING THE ROOF; 3) USE ROOF DESIGNS THAT FACILITATE THE NATURAL PROCESS OF CLEARING ROOF DEBRIS (PROTRUSIONS ABOVE THE ROQFLINE, SUCH AS PARAPETS, ARE PROHIBITED); 4) ARE INSTALLED AS REQUIRED BY THE INTERNATIONAL BUILDING CODE AND HAVE A MINIMUM SLOPE OF 1: 48; AND 5) HAVE HAD THE ROOF DESIGN, COVERING(S), OR EQUIVALENT ASSEMBLIES SPECIFICALLY APPROVED BY THE FIRE MARSHALL PRIOR TO SUBMITTAL OF A BUILDING PERMIT APPLICATION. VENTS SHALL BE SCREENED WITH CORROSIVE RESISTANT WIRE MESH, WITH MESH %" MAXIMUM. STRUCTURES SHALL COMPLY WITH ANY COUNTY REQUIREMENTS FOR IN—HOUSE SPRINKLER SYSTEMS. MAINTENANCE/MISCELLANEOUS: a) ROOFS AND GUTTERS, AS WELL AS FENCES, SHALL BE KEPT CLEAR OF DEBRIS, WOOD FENCES SHALL NOT CONNECT TO STRUCTURES, b) YARDS SHALL BE KEPT CLEAR OF ALL LITTER, SLASH AND FLAMMABLE DEBRIS. c) ALL FLAMMABLE MATERIALS, INCLUDING FIREWOOD/WOOD PILES SHALL BE STORED ON A PARALLEL CONTOUR A MINIMUM OF 15' AWAY FROM ANY STRUCTURE. d) WEEDS AND GRASSES WITHIN THE 10' PERIMETER SHALL BE MAINTAINED TO A HEIGHT NOT MORE THAN 6". e) ANY FUEL TANKS SHALL BE INSTALLED UNDERGROUND WITH AN APPROVED CONTAINER. ANY PROPANE TANKS SHALL BE INSTALLED ACCORDING TO NFPA 48 STANDARDS AND ON A CONTOUR AWAY FROM THE STRUCTURE WITH STANDARD DEFENSIBLE SPACE VEGETATION MITIGATION AROUND ANY ABOVEGROUND TANK. ANY WOOD ENCLOSURE AROUND THE TANK SHALL BE CONSTRUCTED WITH MATERIALS APPROVED FOR 2—HOUR FIRE—RESISTIVE CONSTRUCTION ON THE EXTERIOR SIDE OF THE WALLS. f) EACH STRUCTURE SHALL HAVE A MINIMUM OF ONE 10 LB. ABC FIRE EXTINGUISHER. g) THE PROPERTY ADDRESS SHALL BE CLEARLY MARKED WITH 2" NON—COMBUSTIBLE LETTERS AND SHALL BE VISIBLE AT THE PRIMARY POINT OF ACCESS FROM THE PUBLIC OR COMMON ACCESS ROAD AND INSTALLED ON A NON—COMBUSTIBLE POST. h) NEW UTILITY LINES SHALL BE BURIED. 5. FAILURE TO COMPLY WITH THE CONDITIONS OF THIS APPROVAL MAY RESULT IN REVOCATION OF THIS APPROVAL, OR ANY SUBSEQUENT PERMIT(S) OR APPROVAL(S) RELATED TO THIS PROPERTY, OR VESTED RIGHTS ASSOCIATED WITH THIS PROPERTY. 6. IN THE EVENT THAT THE BUILDING ENVELOPE CONTAINS SLOPES IN EXCESS OF 15%, PRIOR TO SUBMISSION OF ANY NEW BUILDING PERMITS FOR NEW DEVELOPMENT, THE APPLICANT SHALL SUBMIT A MITIGATION REPORT FROM AN ENGINEER OR GEOLOGIST LICENSED IN THE STATE OF COLORADO. THE REPORT SHALL DEMONSTRATE THAT THE SITE CAN BE ENGINEERED IN SUCH A WAY THAT THERE IS NO HAZARD POSED, AND SHALL SHOW THE AREA OF DISTURBED SLOPES, ANY RE—GRADING REQUIRED AND THE SIZE AND LOCATION OF ALL MITIGATION DEVICES. ANY NEW DEVELOPMENT SHALL BE CONDITIONED UPON COMPLIANCE WITH THE REPORT. HOLLANDER 1041 HAZARD REVIEW LOT 15, BLOCK 7, BRUSH CREEK VILLAGE ACCORDING TO THE (PLAT THEREOF RECORDED IN PLAT SITE FILING BOOK COUNTY OF PITKIN, STATE OF COLORADO PARCEL ID: 263-204-06-015 �— PLAN 1 3 AT PAGE 62 z LOT 13 1 1 LA to iD Oo SPIKE (FND.) 2.41' WITNESS CORNER 1 1 I 1 i 0 f \ ( TELE. PED. � n NOTES: 1) BASIS OF BEARING FOR THIS SURVEY IS A BEARING OF S14°02'33"E BETWEEN THE SOUTHEASTERLY CORNER OF LOT 1! REBAR AND CAP L.S. 14111 FOUND IN PLACE, AND THE SOUTHWESTERLY CORNER OF LOT 14, A REBAR AND CAP L.S: FOUND IN PLACE. 2) DATE OF SURVEY WAS FEBRUARY 24, 2005, 3) THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS AND EASEMENTS OF RECORD OR IN PLACE. 4) THIS PROPERTY IS BASED ON THE RECORDED PLAT OF BRUSH CREEK VILLAGE FILING 1, LAND TITLE GUARANTEE COMP (ASPEN TITLE DEPT. ORDER NO. Q384369 DATED JULY 8, 2003), DOCUMENTS OF RECORD AS SHOWN AND CORNERS F PLACE. 5) CONTOUR INTERVAL EQUALS 2 FEET. 6) ELEVATIONS ARE BASED ON NAVD 1988 DATUM, WITH A GPS OBSERVATION OF 8246.68 FEET ON THE SOUTHEASTERLY OF LOT 15, A REBAR AND CAP L.S. 14111 FOUND IN PLACE. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. 8295:16 8297,32 10' UTILITY ESM T. (TYP.) \ \ LINE TABLE CURVE TABLE LINE BEARING CURVE DELTA RADIUS LENGTH CHORD BEARING CHORD C2 35°14'49"12.30' N39° ' 32 47 W 22.44' N34'08'34"W 12.11' C3 35°14'49" 55.00' 33.83' N34'08'33"W 33.30' z LOT 13 1 1 LA to iD Oo SPIKE (FND.) 2.41' WITNESS CORNER 1 1 I 1 i 0 f \ ( TELE. PED. � n NOTES: 1) BASIS OF BEARING FOR THIS SURVEY IS A BEARING OF S14°02'33"E BETWEEN THE SOUTHEASTERLY CORNER OF LOT 1! REBAR AND CAP L.S. 14111 FOUND IN PLACE, AND THE SOUTHWESTERLY CORNER OF LOT 14, A REBAR AND CAP L.S: FOUND IN PLACE. 2) DATE OF SURVEY WAS FEBRUARY 24, 2005, 3) THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS AND EASEMENTS OF RECORD OR IN PLACE. 4) THIS PROPERTY IS BASED ON THE RECORDED PLAT OF BRUSH CREEK VILLAGE FILING 1, LAND TITLE GUARANTEE COMP (ASPEN TITLE DEPT. ORDER NO. Q384369 DATED JULY 8, 2003), DOCUMENTS OF RECORD AS SHOWN AND CORNERS F PLACE. 5) CONTOUR INTERVAL EQUALS 2 FEET. 6) ELEVATIONS ARE BASED ON NAVD 1988 DATUM, WITH A GPS OBSERVATION OF 8246.68 FEET ON THE SOUTHEASTERLY OF LOT 15, A REBAR AND CAP L.S. 14111 FOUND IN PLACE. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. 8295:16 8297,32 10' UTILITY ESM T. (TYP.) \ \ i 7 V -PT, v i?.•a' �" s ��' "i•,w•K�'�a. Z�>k� , �' 'dam-•.-,�, „4" T i„ntS Sul y 4'' J" r .,: " '"` .;;-•e„ �'a ,n., f '` n Wim, �`�" . , � ti ;`�°; ,`�, 1' r' `•� `-;� , n'�,. '-�$ -t `1£ � �x � r jY ��:tr -...c ':` i ,�+�.�'�' k�'.-M1 •:� ; vh�. ; , .y':'sy*„•w, t" �:+R. � � `, �.>.'J. >w, �a'' •�y r "'+9 t'' : },,� ' ��..' S •, f'. i}.;..4- .%'".. ` f ,�,'��,,, *at,.r,` ��" . -1'i �, y ,. ?t{y: ?{^.v0.. c �-�•...r^"��:' �... �+'+. w+ ... J .� 't'' r_i4,y. .., t y r"">'•' 5.:.; gk ^ l� ;� y. ` ,a ",^ :.. •< '.'°'w : 't#tw^d.. a"'.,. a �'�.' >T:t'•-.�° ,, : ; y.,6. , w . A's - , .'.,t. S, R\ 2 ,� ):4';�� .,a_ ,w�, r"� ,.,�.y '� �"`�` • � f, jM. a�A,.yA` r+�«a- is8!'�n�" '=,f'.s: F x 9�,„ ,e� i.:':sl 'ak'��.> ; �s. �4•�. }ds,{'.xa,t�` ,'-3�YJ ,�'''i b` �k'F'�" sem. i,^':f�c�� xm, ,_ , J , i' ¢ r r .tom . ,*.. _ ,�+ �i+• ,.. ... '?i. _'t .... r . _..... c.,.: ,... �, � .. z�,; .. BK218/PG206 LINE TABLE Op w LINE BEARING LENGTH L1 SO4'27'41"W 31.77' L2 N16°37'38"W 23.12' L3 N39° ' 32 47 W 22.44' L4 N58°49'07"W 16.77' L5 N18'34'42"W 6.40' L6 N30°55'01"W 38.87' L7 N42'37'26"W 24.12' L8 N64°22'46"W 10.45' L9 N81'54'41 "W 17,16' L10 N25'44'12 "W 13,31' L11 S74'08'4 5'W 42,67' L12 N75'47'19"E 25.73' L13 N73°28'51"E 21.66' L14 S1631'09'E 29.40' i 7 V -PT, v i?.•a' �" s ��' "i•,w•K�'�a. Z�>k� , �' 'dam-•.-,�, „4" T i„ntS Sul y 4'' J" r .,: " '"` .;;-•e„ �'a ,n., f '` n Wim, �`�" . , � ti ;`�°; ,`�, 1' r' `•� `-;� , n'�,. '-�$ -t `1£ � �x � r jY ��:tr -...c ':` i ,�+�.�'�' k�'.-M1 •:� ; vh�. ; , .y':'sy*„•w, t" �:+R. � � `, �.>.'J. >w, �a'' •�y r "'+9 t'' : },,� ' ��..' S •, f'. i}.;..4- .%'".. ` f ,�,'��,,, *at,.r,` ��" . -1'i �, y ,. ?t{y: ?{^.v0.. c �-�•...r^"��:' �... �+'+. w+ ... J .� 't'' r_i4,y. .., t y r"">'•' 5.:.; gk ^ l� ;� y. ` ,a ",^ :.. •< '.'°'w : 't#tw^d.. a"'.,. a �'�.' >T:t'•-.�° ,, : ; y.,6. , w . A's - , .'.,t. S, R\ 2 ,� ):4';�� .,a_ ,w�, r"� ,.,�.y '� �"`�` • � f, jM. a�A,.yA` r+�«a- is8!'�n�" '=,f'.s: F x 9�,„ ,e� i.:':sl 'ak'��.> ; �s. �4•�. }ds,{'.xa,t�` ,'-3�YJ ,�'''i b` �k'F'�" sem. i,^':f�c�� xm, ,_ , J , i' ¢ r r .tom . ,*.. _ ,�+ �i+• ,.. ... '?i. _'t .... r . _..... c.,.: ,... �, � .. z�,; .. BK218/PG206 U U) zxpw Op w \ SLOPE ANALYSIS f®I � \ DMZ I 0� Color Range Beg. Range End Percent Area ¢U�w U 10 T1s O < WZ =3 \ 0.00 15.00 15.00 30.00 22.8 42.4 15925.09 29639.04 VICINITY M A P tD V in ~: t 30.00 45.00 16.2 11294.11 SCALE: 1 " = 2000' ® L 0 S WN 5's 45.00 100.00 18.7 13050.65 00 U)x 0r <Y Q. Q. ? m Z h tC � MEN CERTIFICATE OF OWNERSHIP " \ 8240,19 �" KNOW ALL MEN BY THESE PRESENTS THAT DAVID S. AND JENNIFER L. HOLLANDER, \ BEING SOLE OWNERS IN FEE SIMPLE OF ALL THAT PROPERTY SITUATED IN PITKIN N. COUNTY, COLORADO DESCRIBED AS FOLLOWS; © '' \ #5 REBAR AND CAP LOT 15, BLOCK 7, BRUSH CREEK VILLAGE FILING 1, ACCORDING TO THE PLAT THEREOF LEND 37935 \ RECORDED IN PLAT BOOK 3 AT PAGE 62, COUNTY OF PITKIN, STATE OF COLORADO. '�1 / ( ) `- 1�35�1449" HAS BY THESE PRESENT LAID OUT, PLATTED AND ADJUSTED THE BUILDING ENVELOPE OF SAID PARCEL UNDER t , ` I R=70.00 THE NAME AND STYLE OF HOLLANDER 1041 HAZARD REVIEW 8261.32. , 1 / �.. ri ' S\ .' ^^ \ SITE PLAN AND BUILDING ENVELOPE ADJUSTMENT PLAT, 8285.44 LOT 15 BLOCK 7 3.221 Ac.± 8292.9 AI IAI 8300,25 .. 8282:21 LOT 14 �o. A) V / GRAPHIC SCALE 30 0 15 30 60 L ti ( IN FEET } z 1 inch = 30 ft. 120 ACCEPTANCE FOR RECORDING: THIS 1041 HAZARD REVIEW SITE PLAN HAS BEEN ACCEPTED FOR FILING IN THE OFFICE OF THE CLERK AND RECORDER OF PITKIN COUNTY, COLORADO ON THIS ---- DAY OF --------- 20—_ IN PLAT BOOK AT PAGE AS RECEPTION NO. ____--_---_—, CLERK AND RECORDER 4- 0 U U) zxpw Op w �Oz� OMD 0, 0� z frx f®I � 00 N2zu DMZ I 0� ...1� O OP WOOL] 2O~I,E �Z w � ::3 LL ¢U�w U 10 UJI O < WZ =3 �as U 4- 0 0 .J ZE � a OD f®I � u --1 O ® 0� J J> ® z a W W J0 11 i)m 0 Ill z w3 �as zU w� 1W Iil tD V in ~: t frl x z ® L 0 S WN 5's J W ZW 00 U)x 0r <Y Q. Q. ? m Z h tC � MEN 4- 0 0 .J ZE �LLJ 4t.IL --1 O I w 0 J J> 1 u W W w a U- LIJ Ex Zs zU w� 1W J� C8 Q U frl x z ® L E J PROJECT O •, • 0926 V1 I E ADD 1250 -GALLON, SINGLE' I I COMPARTMENT PRECAST CONCRETE SEPTIC TANK. A FRALO (tm) PLASTIC TAN MAY BE USED IF NECESSARY. LOT 15 BLOCK 7 J.LZ_ I /-\C.T CP 0 0 CP C N O c9 O 4 \DISTRIBUTION WOOD PORCH RE -DIRECT SENDER LINE TO NEW TANK AND INSTALL CLEANOUT - a 00 C j C N 2 STORY I WOOD FRAME HOUSE CP 1 3.90' c 3.90', I 100' OPOSED DITIOI� EXISTING 945 SF OF DRAIN FIELD H O Z 1"=20' SCALE 310 SF OF INFILTRA711,VE AREA IN 3 GRAVELLESS CHAMBER /TRENCHES. TRENCHES = 3 'QUICK-4'CHAMBERS PERTRENCH = 11 TOTAL'QUICK-4' CHAMBER = 33 - /OBSERVATION PIPES (� Y I NSTALL CLEANOUTS. 100 MIN ::, a S PARATION is k.G r�. i A.s:. f W� e 4 PVC SEWS t LINE. MUST BE CA S ENCASED WITH SCHEDULE 40 PVC } WITH 50 FEET OFCO ,r WELL. N :. :az 0 r Y 2 Compartment Septic Tank with 4 Dia. B iotube Effluent Filter (D Orenco Systems® Splice Box w/Cord Grips 1ronXMtW PVC or Concrete Risers with Grommets)814 AIRWAY AVENUE (bond to tank adapter with Flberglass Gasketed Lid with SEWN, OREGON recommended adhesive) Stainless Steel Bolts 97479-9012 Slope Ground Away From Risers y Conduit to Filter Cartridge Handle Alarm Panel (field cut to desired height) Conduit Seal Tank Adapter (cast or bolted) Inlet Tee Vent Orifice 04 Effluent Discharge Liquid Level _ 2' High Level Modulating Discharge Orifices Alarm Float (optional) Vault Inlet Ports Filter Cartridge Effluent Filter TANK SPECIFICATIONS CAPACITY REQUIRED = q X 1.75 X (30 HOURS/24 HOURS) = 2188 MIN GALLONS EXISTING TANK = 1250 TWO-COMPARTMENT CONCRETE SEPTIC TANK, WITH A BIOTUBE. P P\VAULT TO BE ADDED. REQUIRED NEW PRIMARY TANK = 1250 -GALLON, SINGLE COMPARTMENT, CONCRETE SEPTI - NK TYPICAL PLAN VIEW - N.T.S. rnNrRFTF DII�TRIRIITim 2" PUMP LINE 4" PVC LINES TO EXISTING TRENCHES (TWO PVC OUTLET PIPES TO EXISTING DRAIN FIELD, AND ONE PVC OUTLET PIPE TO PROPOSED DRAIN FIELD.) INFILTRATOR(R) QUICK4(TM) CUT SHEET 52" 48" (EFFECTIVE LENGTH) 12" 34" e n ® u ® u DESIGN < 4 -BEDROOM MAIN RESIDENCE 6000 SF = 800 GALLONS PER DAY RESIDENCE, 1 -ADDITIONAL ATTACHED BEDROOM 200 GALLONS PER DAY _ = PER DAY TOTAL LOADING 1000 GALLONS O q PERCOLATION LATI N RATE - 20 MINUTES PER INCH - 5 = 1565 SF - X Xs rt20 / CALCULATED AREA 1.75 q) q ) (( 0Ll`f , _ z zo DRAIN FIELD AREA EXISTING -=-.954 SF REQUIRED NEW AREA =,,620 SF e 0 REDUCTION =310 SF OF �� A1VD 50/o USINGeQ UICK-4 CHAMBERS REQUIRED AREA TRENCH SPECIFICATIONS WIDTH OF TRENCHES = 3 FEET = 1 CHAMBER LENGTH OF TRENCHES = 44 FEET = 11 CHAMBERS TOTAL NUMBER OF CHAMBERS = 33 PROPOSED NEW INFILTRATIVE AREA= 326 SF THRENEW TOTAL TRENCHES nDCC0\/A-r1nK1/VCKIT DIDCC (TVD ) TELEPHONE. (541) 459-4449 FACSIMILE: (541) 459-2884 SERIAL OVERFLOW LINES QUICK4(TM) END CAPS CROSS SECTION OF TYPICAL CHAMBER -TRENCHES 3' MAX 4" SDR 35 PVC OBSERVATION/VENT PIPE WITH CAP 6' MIN. -EXTENT OF l// EXCAVATION �C TRENCHES MUST BE LEVEL BACKFILL SLOPE FOR DRAINgGE-�� 2' MIN INFILTRATOR(R) QUICK4(TM) CHAMBER, 3' X 4' SCARIFY SURFACE NOTES: TRENCHES MUST BE ANGLED TO FIT TOPOGRAPHY AND TO MINIMIZE REMOVAL F E VEGETATION. INFILTRATOR(R) O O EXISTING VEGETA 10 LTRATOR R QUICK4(TM) CHAMBERS ARE CONSTRUCTED WITH A PIVOT POINTS FOR THIS PURPOSE. 6FEET OF UNDISTURBED SOILS S MUST BE MAINTAINED BETWEEN PROPOSED TRENCHES. 6 FEET OF SEPARATION MUST MAINTAINED BETWEEN PROPOSED AND EXISTING TRENCHES. THE SLOPE AT THE PROPOSED DRAIN FIELD IS APPROXIMATELY 1 0 OS 5 /o TO 20% THE NORTHEAST. VEGETATION CONSISTS OF A FULL COVER OF NATIVE GRASSES BUSHES AND SAGEBRUSH. LIMITATIONS - THESE PLANS MUST BE USED IN CONJUNCTION WITH LETTER AND SOILS DATA FORM PROVIDED. THE DESIGN IS BASED UPON INFORMATION SUBMITTED. IF SOIL CONDITIONS ENCOUNTERED ARE DIFFERENT FROM CONDITIONS DESCRIBED IN REPORT, ALL SERVICE SEPTIC L.L.C. SHOULD BE NOTIFIED. ALL OWS CONSTRUCTION MUST BE ACCORDING TO COUNTY REGULATIONS. THE INSTALLER SHOULD HAVE DEMONSTRATED KNOWLEDGE OF THE REQUIREMENTS AND REGULATIONS OF THE COUNTY IN WHICH THEY ARE WORKING. THE COUNTY AND ALL SERVICE SEPTIC L.L.C.MUST VIEW INSTALLATION