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pitkin.eh.264306200006 (2002)
Document Layout (From Most Recent to Oldest Permit) Permit Application Log Sheet/Notes & Photos Communications. As -built Design Engineer Design Soil Information Water Permit & Information Second System on property Third System .etc. Floor Plans Please See Building and Land Use Approvals Files for additional information. 0 0 Pitkin County Environmental Health Department Permit for an Individual Sewage Disposal System 0405 Castle Ck Rd, Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5077 Permit # 01023 Parcel ID # 2643-062-00-006 Type of permit New( X ) Repair( ) Addition to House( ) Name of Owner Lower River Road LLC Street Address 3966 Lower River Road Property legal description Lot 7, Block 6 Size of lot .478 Water source Private Well # of bedrooms in house Total square footage of the house <2000 # of offices, lofts & similar sized rooms in house Caretaker unit Total square footage of the caretaker unit # of bedrooms in caretaker unit # of offices, lofts & similar sized rooms in caretaker unit Designed for what # rooms (list) THREE Permit information Designed by High Country Engineering Mailing Address 923 Cooper Ave, Glenwood Springs, CO 81601 Perc rate 22 Profile hole depth 8 ft Depth to groundwater or bedrock 5.5ft in October* Septic tank capacity 1,000 gallon minimum Absorption area Mound — see engineer design Septic permit approved per compliance with the engineer design and specifications dated. 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. Old duplex is to be demolished. Existing ISDS must be properly abandoned. Engineer design is for a 1,000 gallon tank and a dosing tank. Engineer will determine if tanks need to be anchored due to groundwater. * A mound is proposed with pipes at ground level due to potential high ground water. This department does not endorse any brand of products. 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. Permit approved by: Date: S o 0 Plans acid specifications of the pro sed 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. Installer: Final Inspection Approval: W(0(01 �51t vli,' � C8 n 1 Date: Z- - MIA Saw4 specs, ✓PVc14 U 17 / (3'r 66 PITKIN COUENVIRONMENTAL HEALTH DEPA ENT APPLICATIONAR INDIVIDUAL SEWAGE DISPOSAL., 'STEM 0405 Castle Creek Road, Suite 10, Aspen Colorado 81611 Phone 970-920-5070/Fax 970-920-5077 Name of OWNER l_4GYE2 /�/ V:F/ /20/f Z) DL.& Owner's Mailing Address A0, i5a 13x z Business Phone: - i Z 3- 3 d 0 0 Home Phone: 92O - 12- 3' Primary Contact Person (all communication regarding this permit will go through this person) Name .8/(' /, 7OA/ X�-�–n_ I"✓ Company $%Z-/ A-0 t- ASO Cl 17—/� / Contact Mailing Address 0. ts"m ! 3 & / /4-sf� t e-0 Business Phone: Z3 - 36 ff Cell Phone: 19'y- ss>'% Fax: Z 3 _ 3 O 9' F varcei iu s (avauame rrom assessors orrice f / at 920-5160 or at www.aspen.com/asses/sor/) 2 7 3 _ D j�a Street address of property Jaslzi & 1(%1Ai/ , I&VA i "/'7) Legal Description: Lot ,Block _42_ ,Filing Size of lot: • �� acres. Type of proposed structure: Subdivision Size of bldg. envelope: Total square feet of house # of bedrooms in house # of offices, lofts & similar sized rooms in house A//i4 Caretaker Unit: Attached ( ) Detached ( ) Total area(sq. ft.) of caretaker unit 3 N Permit is for: New Home (x) Repair due to failure ( ) Remodel/Addition ( ) Emergency use ( ) Water: Private well (`< ) Spring ( ) Stream ( ) Community/Public Water System ( ) If community system: Name of system The fee for a ISDS application is $330 for a permit that takes 6 hours or less for the department to approve. If approval takes longer than 6 hours, a rate of $55 per hour will be charged. The maximum fee is $1000. The basic fee of $330 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, 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 Aspen/Pitkin Environmental Health Department, Pitkin County and employees of these agencies will be held harmless should the individual sewage disposal system fail or malfunction. The ermit to construct is issued on information submitted by the applicant or his/her representatives. The owner assupps fj011 resl5ohsibility in case of failure of the system. Signature of applicant / 4 t" N,0,4 Date Received by — Receipt # ���" Date i G.\ehtisdstisdsapp6g¢sapp.doc 0103 PITKIN COUNTY ENVIRONMENTAL HEALTH PARTMENT SEP* SYSTEM APPLICATION CHECWST NOTE: SEPTIC PERMIT APPLICATIONS CANNOT BE ACCEPTED UNTIL ALL OF THE INFORMATION BELOW IS INCLUDED. The soils test and system design must be done by a Registered Professional Engineer. You should plan to meet with the RPE at your site to discuss where the soils 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 systems size and location. The RPE should check each box to indicate the following have been submitted before the application can be c cepted. .vironmental Health has been called to look at profile hole ;/ Completed application form &;/JEngineer design stamped by a RPE registered in the State of Colorado. (One set) Site map showing locations of, or stating that the following do not exist: 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%, 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 include all such features on neighboring properties within setbacks. Complete building floor plans. Floor plans should be 11x17. (One set) Proof of adequate water supply: for private wells, recent well driller's pump test showing gpm actually produced, well permit showing legal supply, and test showing good quality; for community systems, proof there is adequate water for all houses served by the system; for other systems, proof of adequate quality and number of gallons/ minute. Well must be drilled before septic permit can be issued. ® Percolation tests (make sure to do lesser of 3 holes or one/ 1200 sq. ft. of field All ISDS Permit fees are $330. Tank only, fee $110. Please make check payable to: Pitkin County Environmental Health Department. Copy of county approval (1041 approval, subdivision approval, etc.) Check if your septic system is within the building envelope and no part of the system is more than 30" above grade. If both of these conditions are not met, you must obtain written approval from Community Development before submitting this application. A WAIVER IS AVAILABLE FOR SUBMITTING A BUILDING PERMIT APPLICATION PRIOR TO OBTAINING AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT. Please ask the Community Development Dept. or Environmental Health Dept for further information. 3 g.\eh\isds\isdsapplic\isdschckdm • i• L C� ten / Pitkin Environmental Health Departmo Contact Log Sheet Name: ParcelID#: Address: Date Person Spoken To Comments / Action to be Taken Initials Time -VQ a ror G v -\,q- S V\A �,t t FAX/MEMO [�] TO: Briston Peterson Phone: Fax Phone: 923-3088 CC Date: 1/ 17/01 INumber of pages including cover sheet: 1 FROM: Nancy MacKenzie Phone: 970-920-5076 Fax Phone: 970-920-5077 E-mail: :)en.co.us IREMARKS: ❑ Urgent ❑ For your review ❑ Reply ASAP ❑ Please Comment Re: Lower River Road LLC application for a septic permit Briston, I have reviewed your application packet and find that it is not complete: 1) You submitted info on the existing well. It is my understanding that this well is to be abandoned and a new well drilled in the area labelled "'proposed well" It is required that the new well be drilled and the old well be properly abandoned, to be sure it is in the correct location to meet setback requirements. 2) The exact square footage or the house needs to be varified to us. Your application indicates the house is 2,000 sq ft, however the engineer de'siignnii—s�based on a house of less than 2,000 sq ft. 11��"" /''99. i d P 3) Once #2 is confirmed we will review the engineer design. 4) Before I can issued the permit, you will need to stake out the location of the well and the septic field to verify that the well meets the required 100 foot setback from the well. 1, V4, November 8, 2001 Carla Block Pitkin County Environmental Health 0405 Castle Creek Rd., Ste. 10 Aspen, CO 81611 Re: Lower River Road, LLC ISDS — 3966 Lower River Road HCE File Number 2000004.43 Dear Carla: to On November 6, 2001, High Country Engineering personnel observed the construction of the ISDS at 3966 Lower River Road within Pitkin County, Colorado. One 1000 -gallon concrete septic tank, and one 1000 -gallon concrete dosing tank chamber was installed with a pump and float switch. The pump elec no fims. 7Maild filter bed with distribution piping of approximately 20'x 60' gravel area had been installed, but no backfilling had taken place. The installation of the system was in conformance with the intent of the design. The contractor stated that during construction the old leach field was encountered in a portion of the new field. The old system was removed and a fine sand material was used to backfill the over -excavation. The sand material was then covered with filter fabric and the new field sand layer placed on the filter fabric. This should essentially improve the field as the effluent will have up to four feet of filter material to pass through rather thanjust typical two feet of sand. If you have any questions, or need additional information, please contact us. Sincerely, HIGH COUNTRY ENGINEERING, INC. Roger D. Neal, P.E. Project Manager RDN/ept 973 Cooper Avenue, 14 lmemess Drive East Suite &144 Glenwood Springs, CO 81601 Englewood, CO 80112 Telephone (970) 945.8676 - Fax (970) 945-2555 Telephone (303) 925-0544 - Fax (303) 925-0547 7 FROM Lardrge Mtn. Lab FOX Kn ASPEN/PITKIN ENSINMENTAL HEALTH DEPARTOT Ic y 7 of.�Ce7►[�T:� ICfIf1 WN IC11M Owner's Name Parcel ID # House Size (sq. ft.) (75 gpd, 100 gpd, or 130 gpd) 75 Number of Bedrooms in Main House 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 (if the caretaker unit is ATTACHED, treat as if part of main house.) Average Daily Waste Flow 450 State Review Required? no Perc Rate -(T) Design Flow (Q) _ # potential bedrooms X 2 people/bedroom X gpd X 1.75 Q= 787.5 Absorption Area (=Q/5 X SQRT perc rate) A = 738.74048 sq. ft. of absorption area required 48 gravelless chamber units without reduction # of Perc Holes Required: 3 1 in every soil type? Spaced uniformly over proposed area? A maximum 30% reduction is allowed for use of deep gravel or gravelless chambered system, only if the lot size and soil conditions are optimal. If a reduction is being proposed, describe why lot size and soil conditions are optimal: A = 517.11834 sq.ft. with reduction 33 gravelless chamber units with reduction Type of system: []Absorption trenches []Absorption bed [] Gravelless chambers []Dry well []Seepage Pit []Other (type) Minimum tank capacity 984.375 gallons SETBACK FROM WELL # of feet = 100 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 50 SETBACK FROM DRY GULCH # of feet = 25 q Printed on Recycled Paper I ft Ge Ptech October 26, 2000 Lower River Road LLC Attn: Briston Peterson P.O. Box 1361 L Hepclnrth-Pamlak Gculcchnical. Inc. 51211 (11w10 Ruad 154 (deminnd Spring.. ('ulorado 816111 Mime: 9711-94;-7998 ham 97(1-94>-K.FJ 11pi!V..., h., "I" Aspen, Colorado 81612 Job No. 100 819 Subject: Subsoil Study for Foundation Design and Percolation Test, Proposed Residence, 3966 Lower River Road, Pitkin County, Colorado. Dear Mr. Peterson: As requested, Hepworth-Pawlak Geotechnical, Inc. performed a subsoil study and percolation test for foundation and septic disposal designs at the subject site. The study was conducted in accordance with our agreement for geotechnical engineering services to you dated October 4, 2000. The data obtained and our recommendations based on the proposed construction and subsurface conditions encountered are presented in this report. Proposed Construction: The existing two story wood frame duplex will be razed as part of the new construction. Design plans for the proposed residence had not been prepared at the time of this study. We understand that the residence will probably be one to two story wood frame structure over a crawlspace. Cut depths are expected to range between about 3 to 4 feet. Foundation loadings for this type of construction are assumed to be relatively light and typical of the proposed type of construction. The septic disposal system is proposed to be located about 15 to 20 feet to the east of the existing duplex. If building conditions or foundation loadings are significantly different from those described above, we should be notified to re-evaluate the recommendations presented in this report. Site Conditions: An existing two story wood frame residence is located in the area of the proposed residence. A graveled parking area and driveway are located on the site as shown on Fig. 1. An existing mounded septic disposal system is located to the north of the existing residence. The ground surface is relatively flat with a slight slope down to the west. There is about 2 feet of elevation difference across the building area. The Roaring Fork River borders the site on the west side. The lot is vegetated with cottonwood and aspen trees and grass. /C) 0 a Lower River Road LLC October 26, 2000 Page 2 Subsurface Conditions: The subsurface conditions at the site were evaluated by excavating one exploratory pit in the area of the proposed residence and one profile pit in the septic disposal area at the approximate locations shown on Fig. 1. The logs of the pits are presented on Fig. 2. The subsoils encountered, below about 11/2 feet road base fill and 2 feet of topsoil, generally consist of relatively dense slightly silty sandy gravel with cobbles and boulders. About 11/2 feet of medium dense silty sand was encountered in Pit 2 between the existing fill and the natural gravels. Results of a gradation analysis performed on a sample of gravel (minus 5 inch fraction) obtained from the site are presented on Fig. 3. Groundwater was encountered at a depth of 51/2 feet in the Profile Pit. The upper soils were generally moist. Foundation Recommendations: Considering the subsoil conditions encountered in the exploratory pits and the nature of the proposed construction, we recommend spread footings placed on the undisturbed natural soil designed for an allowable soil bearing pressure of 2,000 psf for support of the proposed residence. Ground floor level should be at least 1 foot above the 100 year flood elevation. Footings should be a minimum width of 16 inches for continuous walls and 2 feet for columns. Loose and disturbed soils and existing fill encountered at the foundation bearing level within the excavation should be removed and the footing bearing level extended down to the undisturbed natural soils. Exterior footings should be provided with adequate cover above their bearing elevations for frost protection. Placement of footings at least 42 inches below the exterior grade is typically used in this area. Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 10 feet. Foundation walls acting as retaining structures should be designed to resist a lateral earth pressure based on an equivalent fluid unit weight of at least 45 pcf for the on-site soil, excluding vegetation, topsoil or oversized rock, as backfill. Floor Slabs: The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab -on -grade construction. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. A minimum 4 inch layer of free -draining gravel should be placed beneath slabs -on -grade to act as a leveling course and to break capillary moisture rise. This material should consist of minus 2 inch aggregate with less than 50% passing the No. 4 sieve and less than 2% passing the No. 200 sieve. H -P GEOTECH I! /Q 0 a Lower River Road LLC October 26, 2000 Page 3 All fill materials for support of floor slabs should be compacted to at least 95 % of maximum standard Proctor density at a moisture content near optimum. Required fill can consist of the on-site soils devoid of vegetation, topsoil and oversized rock. Surface Drainage: The following drainage precautions should be observed during construction and maintained at all times after the residence has been completed: 1) Inundation of the foundation excavations and underslab areas should be avoided during construction. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95 % of the maximum standard Proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 6 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in pavement and walkway areas. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. Percolation Testing: Percolation tests were conducted on October 17, 2000 to evaluate the feasibility of an infiltration septic disposal system at the site. One profile pit and three percolation holes were dug at the locations shown on Fig. 1. The test holes (nominal 12 inch diameter by 12 inch deep) were hand dug at the bottom of shallow backhoe pits and were soaked with water one day prior to testing. The soils exposed in the percolation holes are similar to those exposed in the Profile Pit shown on Fig. 2 and consist of about 1Ih feet of road base fill and 11h feet of medium dense silty sand overlying relatively dense slightly silty sandy gravel with cobbles and boulders to the pit depth of 8 feet. Groundwater was encountered in the Profile Pit at a depth of 51/2 feet. The percolation test results are presented in Table I. The percolation test results indicate an infiltration rate between 15 and 30 minutes per inch with an average rate of 22 minutes per inch. We understand that Schmueser Gordon Meyer Engineers will design the septic system. Limitations: This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either expressed or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory pits excavated at the locations indicated on Fig. 1, the proposed type of construction and our experience in the area. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory pits and variations in the subsurface conditions H -P GEOTECH n 1 ! • Lower River Road LLC October 26, 2000 Page 4 L7 may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this report, we should be notified at once so re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and field services during construction to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to the recommendations presented herein. We recommend on-site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the geotechnical engineer. If you have any questions or if we may be of further assistance, please let us know. Sincerely, Jordy Z. da*n, )r., 29907 /�A %, Reviewe by: °�•'••., UN_ - ' lu/w __"1116 / Y Daniel E. Hardin, P.E. JZA/rso attachments cc: Schmueser Gordon Meyer - Attn: Dean Gordon 3 H -P GEOTECH BUILDING ENVELOPE � 1 i NOTE: THE WEST SIDE OF THE ` BUILDING ENVELOPE ` IS ROUGHLY THE 100 YEAR FLOOD , 1� LINE. ;'PIT 1 Y 2 � 1Y PO EXISTING 9p DRIVEWAY PROPOSED \- BUILDING -� APPROXIMATE \ ILOCATION OF V EXISTING BUILDING APPROXIMATE SCALE 1"=30' P 1\ 0 PROFILE PIT P2P3� EXISTING DRIVEWAY I 100 819 HEPWORTH - PAWLAK I LOCATION OF EXPLORATORY PITSI Fig. 1 I GEOTECHNICAL, INC. AND PERCOLATION TEST HOLES ly PIT 1 PROFILE PIT 1. Exploratory pits were excavated on October 16, 2000 with a Gehl trackhoe. 2. Locations of exploratory pits were measured approximately by pacing from features on the site plan provided. 3. Elevations of exploratory pits were not measured and logs of exploratory pits are drawn to depth. Pit 1 is about 2 feet lower than Profile Pit. 4. The exploratory pit locations and elevations should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory pit logs represent the approximate boundaries between material types and transitions may be gradual. 6. Water level readings shown on the logs were made at the time and under the conditions indicated. Fluctuations in water level may occur with time. 7. Laboratory Testing Results: +4 = Percent retained on No. 4 sieve —200 = Percent passing No. 200 sieve 100 819 I GEOTECHNICAL, VINC I LAK LOGS OF EXPLORATORY PITS Fig. 2 �5 r Q C 0 0 - 0•,: •: `�. 1 +4=58 I 5 •,.. --J -200-4 r 5 a d O 10 10 LEGEND: ® FILL; minus 3/4 inch road base. NTOPSOIL; silty sand, organic, firm, moist, dark brown. SAND (SM); silty, medium dense, moist, brown. t.. �. ° GRAVEL (GP—GM); sandy, slightly silty, with cobbles below and small boulders, dense, I water groundwater level, mixed brown and red, subrounded rock. moist to wet Disturbed bulk sample. 2" Diameter hand driven liner sample. _ Free water level in pit at time of excavating. Refusal to digging In with Gehl GE502 trackhoe. NOTES: 1. Exploratory pits were excavated on October 16, 2000 with a Gehl trackhoe. 2. Locations of exploratory pits were measured approximately by pacing from features on the site plan provided. 3. Elevations of exploratory pits were not measured and logs of exploratory pits are drawn to depth. Pit 1 is about 2 feet lower than Profile Pit. 4. The exploratory pit locations and elevations should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory pit logs represent the approximate boundaries between material types and transitions may be gradual. 6. Water level readings shown on the logs were made at the time and under the conditions indicated. Fluctuations in water level may occur with time. 7. Laboratory Testing Results: +4 = Percent retained on No. 4 sieve —200 = Percent passing No. 200 sieve 100 819 I GEOTECHNICAL, VINC I LAK LOGS OF EXPLORATORY PITS Fig. 2 �5 r Q C 4 V i • HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE I PERCOLATION TEST RESULTS JOB NO. 100 819 HOLE NO. HOLE DEPTH (INCHES) LENGTH OF INTERVAL (MIN) WATER DEPTH AT START OF INTERVAL (INCHES) WATER DEPTH AT END OF INTERVAL (INCHES) DROP IN WATER LEVEL (INCHES) AVERAGE PERCOLATION RATE (MIN./INCH) P-1 30 15 water added 6 5 1 30 5 4 1/2 1/2 4 112 33/4 314 6 1/4 5 3/4 1/2 53/4 5 1/4 1/2 51/4 43/4 1/2 P-2 24 15 water added water added water added 5 3 2 15 5 1/4 3 314 1 1/2 53/4 4 1/4 1 1/2 41/4 3 1 1/4 43/4 33/4 1 3 3/4 23/4 1 P-3 30 15 water added 8 61/4 1 3/4 20 61/4 5 1 1/4 6 314 53/4 1 53/4 43/4 1 43/4 4 3/4 4 31/4 3/4 Note: Percolation test holes were hand dug in the bottom of backhoe pits and soaked on October 16, 2000. Percolation tests were conducted on October 17, 2000. The average percolation rates were based on the last two readings of each test. I-� 01/24/2001 16:30 v 11 c 9709226900 • lanuary 23. M01 V 1.1 lu. Rry10f1 Felen,m Via _y �- bre Via F:a: / RE. 396E L,nuer Rtvcf R,ad BRIKOR MOSES 16 PAGE 02 Hrl%ton, Anwheel aro d...mge of your 1)uur plu) tiro Inn)catex tic aquero fbnwAs Of tach fm a•. deKud by the UnNorpl budding Code The total xiI a ,botaSe is 999.25 SF. Planer all 1) yuu have Any Quettitma. lnbn G.lemboe ManAgcr, GalamboilMuu ArchHcps l,LC ;exN,VP�J4 LLCNltNbNUdl.1•..(I)I(1RAI7(1�Ie7S.I:hljlq:.o)r1. 1,\l'.ITN. rT •: •r!)vi. CM,v1 f•Mir,'HMN'Nt1'�1: NIU''. I+, )nC, '.SPLN. 1.DNMNlaall.el'/IrN`V l�err.IAX..V7rHlH 1 Ml•• WNall t PIn1101'R Y)MNI4NFT Id WdEZ:Ze 1002 9Z IWI 86zi-629-&:E : TN Md 3�1 wnwsmw-"D : umi I�s 01/24/2001 16:30 9709226986 • Lowcr R1vcr Road LLC ro box 15 6 1 Arpcn, CO a 161 2 970-923-3088 Fionc/rax DATE: January 23, 2001 TO: Nancy MacKenzie Environmental Health FROM: Briston Peterson RE: 3966 Lower River Road Nancy, BRIKOR MOSES • PAGE 01 Pursuant to your memo dated 1/17/01 attached you will find the square footage calculation performed by our project architect John Galambos. If you have any questions with regard to these calculations, please do not hesitate contacting John direct at 970-704-9750. we will contact you after we stake out the well location and field location for your review in the field. Attachments 1295:5 .s! ubc n y � , ii J ii 1"y..v -25 m m n a � a CL � N CV �% • ;iii/ / i � - // // /N" //i' •�/�//��, i / / i / ...... _. o — lz__ ._ a IL_-jam _ -�---�--: m m •• N m I oq B5/07/2001 13:17 9709226988 M DATE: May 7, 2001 Ra1knE MnsEs BA,L �KOq TO. Nancy Mackenzie Environmental Health Depa rtment / Piktin County via fax Boston Peterson RE: 3966 Lower River Road / Permit 0833.2001 Nancy, Attached you will find a copy of the well permit drilled by Wayne Shelton of Shelton Drilling for I referenced project. I have also attached a copy of the well abandonment report for your filer. The well is a good producing well with plenty of flow, if you have any questions, please call me or Wa Shelton. I hope this information is sufficient enough to releue my building permit. Attachments •"''ow •asmc�n'CY v+o 923 9000 •C. .o a+ .".Cc so. ':p" 970 vas 1 ••� •OVan cora 0.ov 016.9 PA,,E e l 05/07/2001 Form No. GWS -25 APPLICANT 13:17 9709226988 BRIKOR MOSES OFFICE OF TOi�jTATE ENGINEER"��, COLORADO SION OF WATER RESOURC 018 Centennial Bldg., 1313 Sherman St., Denver, Colorado ism3 (303)066-3581 LOWER RIVER ROAD LLC PO BOX 1381 ASPEN, CO 81612- (970)923-3088 PFRMIT Tn CnhIRTRIICT A WFI I WELL PERMIT NUMBER 230010 DIV.5 WD 38 DES BASIN MD PITKIN COUNTY NW 1/4 NW 1/4 Se Township 9 S Range 85 W 150 Ft. from North 900 Ft. from West UTM COORDINATES Northing. N PA,F F17 COPY P.M. Line Line J(12 ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) This well shall be used in such a way as to cause no material injury to existing water rights. The Issuance of thi I does not assure the applicant that no injury will occur to another vested water right or preclude another owner a vested water right from seeking relief in a civil court action. 2) The construction of 8vs well shall be in compliance Will, the Water Well Construction Rules 2 CCR 402-2, unl approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installs n Contractors in accordance with Rule 18 3) Approved pursuant to CRS 37-92.602(3)(c) for the relocation of an existing well, permit no. 230010 The old I must be plugged in accordance with Rule 16 of the Water Well Construction Rules within ninety (90) days of completion f the new well. The enclosed Well Abandonment Report form must be completed and submitted to affirm that the old we as plugged 4) Approved as a well on a residential site of 0 478 acre(s) described as that portion of the NW 114, NW 114, Sec Twp 9 South, Rng. 85 West, 6th P.M . Pitkin County, more particularly described as 3966 Lower River Road 5) The use of ground water from this well is limited to ordinary household purposes inside one single family dwellln The ground water shall not be used for irrigation or other purposes. 6) The maximum pumping rate of this well shall not exceed 15 GPM 7) This well shall be constructed not more than 200 feet from the location specified on this permit l NOTE Parcel Identification Number (PIN) 49-2543-062-00-006 O NOTE Assessor Tax Schedule Number 4018 04 APPROVED Zia DMW !/ slate Engineer q r���n 9 4 2WI B4 R 2 4 200 Receipt No. 9500571 DATE ISSUEDAPR EXPIRATION DATF J(12 05/07/2001 Form No. GWS -25 APPLICANT 13:17 9709226988 BP ll!f IP MIltiFS OFFICE OF T TATE ENGINEER ) COLORADO SION OF WATER RESOUIPO Bt 8 Centennial Bldg., 1373 Shem+an St., Denver, Colorado 80203 (303) 8883581 MY WELL PERMIT NUMBER 230010 DIV 5 WD 38 DES. BASIN MD PITKIN COUNTY NW 1f4 NW 1f4 Sect LOWER RIVER ROAD LLC Township 9 S Range 85 W PO BOX 1361 DISTANCES FROM SECTION ASPEN, CO 81812- 150 Ft. from North Secll 900 FI. from West Secti (970) 923-3088 UTM COORDINATES rERMIT TO CONSTRUCT A WELL Northing: Eastin ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) This well shall be used in such a way es to cause no material injury to existing water rights The Issuance of in does not assure the applicant that no injury will occur to another vested water right or preclude another owner water right from seeking relief in a civil court action. 2) The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unle of a valiance has been granted by the State Board of Examiners of Water Well Construction and Pump Installr Contractors in accordance with Rule 18 3) Approved pursuant to CRS 37-92-602(3)(c) for the relocation of an existing well, permit no 230010 The old v plugged In accordance with Rule 16 of the Water Well Construction Rules within ninety (90) days of compleho well The enclosed Well Abandonment Report form must be completed and submitted to affirm that the old wt plugged 4) Approved as a well on a residential site of 0.478 acre(s) described as that porton of the NW 114, NW 114, Sec. South, Rng. 85 West, 6th P M., Pitkin County, more particularly described as 3966 Lower River Road 5) The use of ground water from this well is limited to ordinary household purposes inside one single family dwellii ground water shall not be used for irrigation or other purposes. 6) The maximum pumping rate of this well shall not exceed 15 GPM 7) This well shall be constructed not more than 200 feet from the location specified on this permit. i NOTE Parcel Identification Number (PIN) 49-2643-062-00-006 NOTE Assessor Tax Schedule Number 4019 APPROVED OMW �(/!X //Jct n !q State Engineer 24 ., PAGE 03 LLER'S Z"T Line Line f vested approval n must be f the new +as Twp 9 The y ❑voloennni nnrr=R 24 05/07/2001 13:17 9709226968 BRIKOR MOSES PAGE 04 F 0 A M STATE OF COL or Office Use y No GWS -9 OFFICE OF THE ATE ENGINEER 12/95 818 Centennial Bldp., 1313 Sherman St., Denver, Colorado 80203 303 866-3581 TYPE OR PRINT IN BLACK INK WELL ABANDONMENT REPORT (To Repon Plugging and Sealing wells) PERMIT NUMBER OF PLUGGED WELL 1. INDIVIDUAL/COMPANY RESPONSIBLE FOR PLUGGING NAME(S) Mailing Address City, St. Zip Y Phone (1 ' 2. ACTUAL WELL LOCATION: COUNTY PROPERTY ADDRESS 1 P) W. Pr IAddreea) IGry) IStme) 1/4 1/4, Sec, Twp. N. L�S., Range 95 ❑E. Distances from Section Lines _1!1_Ft. fromN. ❑ S. Line, Qv__Ft. from ❑ _ , or VW. Line. 3. 1 e), report that an existing well was plugged and sealed for the following reason(s): The well was plugged and sealed as required under the conditions of approval of Well Permit No. The well was not In use and was plugged and sealed. Other (please explain) 4. The well was plua and sealed according to the Water Well Construction Rules on PF 1700—L, 5. The well was plugged with the following materials placed at the indicated intervals: AMOUNT AND TYPE OF MATERIAL METHOD OF PLACEMENT INTI VAL /U7t1� �pV17 from feet o�feet ,ell from 5' feet o 0 feet from feet o feet from feet o feet INTERVALS OF CASING REMOVED/RIPPED IN FEET from fee o feet from fee o feet 6. 1 (we) have read the statements made herein and know the contents th f,)nd that they are a to my (our) knowledge. [Pursuant to Section 24.4-104 113)(a) C.R.S., a f fals statements herein nstitutes perlur In the second de ree and is punishable as a class 1 mi a r.l Nome/Title (Please type or print) Signa a at .S ©i --INFORMATION-- It is the responsibility of the well owner to have the ) properly plugged and s led. The Well Construction Contractor is responsible for notifying the well owner of the plugging and sealing req rement. This form may be reproduced by photocopy or word processing means. a� Mazf 07 01 01:27p Korba M Andrews Shelton Drilling Corp. P.O. Box 1059 Basalt, Colo. 81621 (970) 927-4182 Lie. # 1095 970-923-3088 40 GL Invoice # C-1741 P. Name : Lower er R` er goad LLC Date , 05101/01 c/o : Permit # : 230010-A Address : Location Lower Riv_ e=Rd City, St, Zip Aspen Co 81612 Phone # : _ (A7171)920-anaa Hole Size Depth 9.0 20 6.5 30 Type Casing ID Casing OD Steel I 8.5 7.0 Steel 5.0 5.5 From -To Perforated Ft 0-20 Estimated : 10 Static Level Total Drilled _7ft 15+ Spm --a ft 30 it Recommended Pump Set Depth 2e Ft- Pumping 15 GPM. For Pump Installation We Recommend -. Aqua Teo Pump 984-0311 (Tom Platzer) Samuelson Pump W-6309 (Raun Samuelson) J & M Pump Co 945-6159 (Rick Holub) Special Instructions. Per Foot = $ 0.00 Price Per Foot Feet @ $ 0.00 Feet @ $ Per Foot = $ Total Invoice........ $ 0.00 conditions Of Payment : Minimum Charge APPI199 a S 2500.00 PLEASE READ THE FOLLOWING RECOMMENDATIONS 1. ' WE STRONGLY RECOMMEND A VALID PUMP TEST BE CONDUCTED BY A LICENSED PUMP INSTALLER AD DEA ER ELL ACTUAL PAELL RAMETODUCTION AND WATER QUALITY, THIS ERS WHICH WE CANNOT DETERMINE WHILE ESTABLISH THE LE DRILLING 2. OUR GUARANTEE IS VALID ONLY IF A LICENSED PUMP INSTALLER INSTALLS THE PUMPING SYSTEM!) 3 BI L� ING. P el—asecall us if you have any questions THANK YOU 3RIKt. it ..... Job Number,— Cost umberCost ^ode: _ Amount:__ oprovai, - Check Number: J No, S-25 APPLICANT OFFICE OFSTATE ENGINEER �I COLORADO SION OF WATER RESOUR � r! ERIS/ 818 Centennial Bldg_ 1313 Sherman St., Denver, Colorado 80203 CVI V V (3031 866-3581 r LOWER RIVER ROAD LLC P.O. BOX 1361 ASPEN, CO 81612- (970)923-3088 LR WELL PERMIT NUMBER 230010 _ DIV. 5 WD 38 DES. BASIN MD APPROVED WELL LOCATION PITKIN COUNTY NW 1/4 NW 1/4 Section 6 Township 9 S Range 85 W Sixth P.M. DISTANCES FROM SECTION LINES 200 Ft. from North Section Line QM Pf frnm \A/ncf Cnrfinn I inn ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of this permit does not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 2) The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18. 3) This well is recorded and permit approved in accordance with CRS 37-92-602(5) for historic use as indicated herein and described in CRS 37-92-602(1)(b), being a well producing 15 GPM and used for ordinary household purposes inside one (1) single family dwelling and no outside uses. This well is located on a 0.478 acre tract being located at 3966 Lower River Road, Pitkin County. 4) The date of first beneficial use, as claimed by the applicant, is February, 1963. NOTE: Parcel Identification Number (PIN): 49-2643-062-00-006 !� NOTE. Assessor Tax Schedule Number: 4019 Z/S/oo0 APPROVED DMW State Receiot No. 9500345 Northwest Corner of Section 6 Found USGLU Brass Cap, 2' Iron Pipe set in 1926 i S,77.700j f 0.47. GRAPHIC SCALE 70 W ( IN FEET ) Inch - 20 ft. Improvement Surve of A TRACT OF LAND SITUATED IN LOT 7 OF SECTION 6, TOWNSHIP 9 SOUTH, RANGE 85 WEST OF THE 6TH P.M. COUNTY OF PITKIN, STATE OF COLORADO 3966 Lower giver Foal Set No. -5 Rebar V/Plan of BegWnrg of Tract Described Book 235 at Page 318 SURVEYORS' CERTIFICATION 1, THE UNDERSIGNED. BEING A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS IMPROVEMENT SURVEY HAS BEEN PREPARED BY SURVCO, INC. FOR BRISTON PETERSON UNDER MY DIRECT SUPERVISION, RESPONSIBILITY AND CHECKING AND THAT IT IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE, 05/SEPT./2000, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS SHOWN. THIS IMPROVEMENT SURVEY DOES NOT REPRESENT A TITLE SEARCH BY SURVCO, INC OR THIS LAND SURVEYOR TO DETERMINE OWNERSHIP, EASEMENTS OR OTHER ENCUMBRANCES OF RECORD. ALL INFORMATION PERTAINING TO EASEMENTS OR 72THER ENCUMBRANCES OF RECORDA94S BEEN TAKEN FROM A TITLE INSURANCE COMMITMENT ISSUED BY PITKIN COUNTY TITLE, INC., TITLE INS ACE COMMITMENT ORDER NO, PCT1441SC2. EFFECTIVE DATE JULY 19, 2000. BY: SAMUEL D. PHELPS COLORADO REGISTERED PROFESSIONAL LAND SURVEYOR N 27613 FOR AND ON BEHALF OF SJRVCO, INC. DATE OF CERTIFICATION G9/SEPT./2000 SURVEYORS' NATESwRL MFO�A !) BEARINGS AS SHOWN HEREON ARE BASED UPON A CALCULATED BEAR fi N.43620'50'V, FOR THE LINE BETWEEN THE FOUND NO. 5 REBAR (WITNESS CORNER) ALONG THE SOUTHERLY BOUNDARY OF THE SUBJECT PROPERTY AND THE 'TRUE POINT OF BEGINNING OF THAT TRACT OF LAND DESCRIBED IN DOCUMENT RECORDED IN BOOK 235, PAGE 318. MONUMENTATION BEING FOUND IN THE FIELD AS SHOWN HEREON, 2) THIS IMPROVEMENT SURVEY IS BASED UPON INFORMATION OF RECORD. 3) ELEVATIONS AS SHOWN HEREON ARE BASED UPON AN ELEVATION OF 712540 FOR THE UCS&GS BENCHMARK 8-158. 4) ELEVATIONS OF THE 100 YEAR FLOOD PLAIN HAVE BEEN TAKEN FROM THE FLOOD INSURANCE RATE MAPS FOR PITKIN COUNTY, COLORADO AS PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY AND SHOWN ON COMMUNITY PANEL 08097C0067C. EFFECTIVE DATE JUNE 4, 1987. ALTHOUGH PORTIONS OF THE SUBJECT PROPERTY MAY BE DESIGNATED TO BE ABOVE THE LIMITS OF THE i00 YEAR FLOOD PLAIN THE AREA MAY NOT BE ENTIRELY FREE FROM FLOOD HAZARDS 5) THE SURVEY REFERRED TO IN DOCUMENT RECORDED IN BOOK 373 AT PAGE 309 DEPICTS AN ELEVATED GAS LINE ALONG THE SOUTHERLY BOUNDARY OF THE SUBJECT PROPERTY. IT IS NOT KNOWN IF THIS SAME GAS LINE HAS BEEN PLACED UNDERGROUND OR HAS BEEN ABANDONED, THE ROAD EASEMENT AND RIGHT OF WAY REFERENCED IN SAID DOCUMENT IS FOR LOWER RIVER ROAD, IN THE SAME MANNER AS DEPICTED ON THIS SURVEY WILL ACCORDING TO COLORADO LAW YOU RUST 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. PROPERTY DESCRIPTION: THAT PART OF LOT 7, SECTION 6, TOWNSHIP 9 SOUTH, RANGE 85 VEST OF THE 6TH P.M, ACCORDING TO THE RESURVEY OF SAID TOWNSHIP AND RANGE APPROVED DECEMBER 17, 1917, DESCRIBED AS FOLLOWS BEGINNING AT A POINT ON THE WESTERLY RIGHT OF WAY LINE OF THE 0 AND RGW RAILROAD, FROM WHENCE AN IRON PIPE WITH A BRASS CAP SET IN PLACE AND PROPERLY MARKED FOR THE NORTHWEST CORNER OF SAID SECTION BEARS N.7P10'07'W 1060.41 FEET, MORE OR LESS, THENCE 5,66'38'30'V. 157.83 -[.Et, MORE OR LESS, TO THE CENTER OF THE ROARING FORK RIVER; THENCE ALONG THE CENTER OF SATO RIVER N.03'27'00'W. 96.99 FEET AND N.06'43'00'V. (01.85 FEET, MORE OR LESS, TO THE NORTHERLY LITE OF SAID LOT 7; THENCE 5.89055'00'E. ALONG S41D NORTHERLY LINE 9236 FEET, MORE OR LESS, TO SAID WESTERLY RIGHT OF WAY LINE; THENCE 7.30'36'E. 152.13 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. COUNT j 13F PITKIN, STATE OF COLORADO. SAID TRACT OF LAND CONTAINS 20.825 SF OR 0478 ACRES, MORE. OR LESS. (LEGAL DESCRIPTIQN AS TAKEN FROM TITLE INSURANCE COMMITMENT) SHEET 1 of 1 a 3 D N N 8 D Y oN N T 31 ood Plain = 7065 Elev, 100 Yr, Flood Plain = 7071 4.5 TYP. I \ o ` PROPOSEDT�r,zr�,gE 1 t,ar� In�1cz1" 9 1 , WELL o AStar:nt E I �1 1 \ � < ---- __ ) BUILDINO ENVELOPE WELIi S'TB�CK E 0 ANb \\ \ \ \ ,t \ 1 ` TOE OF GRA C HIGH WATER LINE TI .� - EXI IMGE TI' \ ' \TOB REKAQ D \ 1 PIT 1 PR`,C 0H h N I PROFILE PROPOSED 2p P1 o PIT I \ \� 1411± S.F. SINGLE FAMILY DWELLINGEXISTING \\ • �;� GRAVEL' \ DOSING TANK • bRIVE. \ \; + \ 1. { SEE DETAIL 9 'P3 . 0A2 P2 NSbP 1000.GAL MIN. s SEPTIC TANK 24 -- oW / t EXISTING STRUCTURE ( ; ` TO BE REMOVED 11 \`q. BED OF 1 1/2" SCREENED ROCK, 12" THICK SEE NOTES FOR MIN. BASE AREA TOPSOIL 12" (MIN) SLOPE TO DRAIN w � p FILTER FABRIC SLOPE TO DRAIN 24" (MIN) BOTTOM OF SAND TO BE AT LEAST 2' HIGHER THAN HIGH GROUND WATER TABLE. 2" PVC LATERALS 55.3' PIPE LATERAL LAYOUT (FOR PRESSURE DOSING OF FIELD N.T.S. /� SLOPE TO DRAIN) BACK TO DOSING TANK 1 1 6" DISTRIBUTION LATERALS SAND FILL - SEE NOTES FOR MINIMUM BASE AREA 15' WIDTH (55.3' MIN. LENGTH) 19' (MIN) BASE WIDTH (59.3' MIN. LENGTH) 3 i EXISTING GROUND SURFACE RECORD DRAWING NOT A DESIGN DRAWING JUNE 26, 2002 GRAPHIC SCALE 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. SECTI-ON A - A. NO PERFORATION ON REMOVABLE PVC CAP N.T.S. o N INSPECTION WELL FINISH GRADE _48- 2" 4g"2" PVC MANIFOLD (SOLID) PIPE t 2"0 SCHEDULE 40 PVC OR 200 PSI POLYETHYLENE FROM DOSING TANK. DRILL 1/4"0 HOLES 48" ON CENTER FOR ENTIRE LENGTH OF ALL LATERALS HOLES ON BOTTOM OF LATERAL 4" CO 4" SEWER 4" x 4" x 4" -� n PVC WYE -)CLEAN OUT ASSEMBLY SEWER CLEAN CUT DETAIL N.T.S. SAND FILTER SYSTEM SPECIFICATIONS 1. GRASS, SHRUBS AND TREES SHALL BE CUT CLOSE TO THE GROUND SURFACE AND REMOVED FROM THE SITE. 2. THE EXCAVATED BED SITE SHALL BE TILLED TO A DEPTH OF 8 INCHES TO ROUGHEN THE SURFACE AND INCORPORATE THE VEGETATION. THIS CAN BE DONE WITH A PLOW OR CHISEL TEETH MOUNTED ON A TOOL BAR ATTACHED TO THE BUCKET OF A BACKHOE. 3. A LAYER OF SAND SHOULD BE PLACED ON THE TILLED AREA. PLACEMENT OF THE SAND SHOULD BE SUCH AS NOT TO RUT OR COMPACT THE TILLED AREA. ALL WORK SHOULD BE PERFORMED FROM THE SIDE SO AS NOT TO COMPACT THE TILLED AREA. 4. PLACE THE PROPER DEPTH OF SAND, THEN FORM THE SAND/GRAVEL INTERFACE AREA WITH THE AREA BOTTOM BEING LEVEL. 5. PLACE THE SCREENED ROCK (AGGREGATE) TO THE SPECIFIED DEPTH AND AREA. 6. PLACE THE PRESSURE DISTRIBUTION PIPE, CONNECT IT TO THE SEWER AND COVER WITH AGGREGATE, 7. COVER THE AGGREGATE WITH A GEOTEXTILE FILTER FABRIC. 8. PLACE A MINIMUM OF 12 INCHES OF SUITABLE SOIL COVER ON THE SIDES OF THE BED AND TO THE NECESSARY DEPTH FOR GRADING ON THE TOP OF THE BED. 9. FINAL GRADE THE BED AND SURROUNDING AREA WITH LIGHT WEIGHT EQUIPMENT SO SURFACE WATER MOVES AWAY FROM THE BED AND DOES NOT ACCUMULATE NEAR THE BED. 10. SEED AND MULCH THE ENTIRE EXPOSED AREA TO_AVQID. EROSION-LANUSCA WITH SHRUBS AND PLANTS AS DESIRED. 4" X 4" TREATED ELEC. JCT. BOX POST 2" AIR VENT RISER(S) TO GROUND SURFACE- a. CAULK/SEAL WELL °( 2" FEEDER LINE TO FIELD, SLOPED AT INLET 1/8" PER FT. MIN, SHALL DRAIN BACK TO TANK AFTER EACH PUMP CYCLE. z N "ALARM' QUICK DISCONNECT OR UNION U 4 "ON" ° COIL AND TIE AN iv ADDITIONAL 10' OF WEIGHT WIRE FOR PUMP a. REMOVAL SUBMERSIBLE WASTEWATER PUMP "OFF" a � SET PUMP APPROX, 8" OFF FLOOR e 80 NOTES: 1. SWITCHES TO BE MERCURY FLOAT TYPE. 2. FLOAT SWITCH DIMENSIONS ARE BASED ON A COPELAND 1000 GAL. TANK, (CISTERN) AT 2 DOSES PER DAY, 3. DOSING TANK SHALL BE OF WATERTIGHT CONSTRUCTION, 4. ALARM SHALL BE BOTH AUDIBLE AND VISIBLE, LOCATED WITHIN THE HOUSE AND ON A CIRCUIT SEPARATE FROM THE PUMP. 5. PUMP SHALL BE CAPABLE OF AT LEAST 20 GPM ® 15 FT. OF HEAD. (ELEVATION DIFFERENCE AND PIPE LENGTHS SHALL BE FIELD MEASURED BY CONTRACTOR AND REFERRED TO ENGINEER FOR VERIFICATION OF PUMP PARAMETERS.) DOSING TANK ARRANGEMENT N.T.S. SLOPE PIPE TO `DRAIN BACK TO DOSING TANK 61.3± TOE OF SAND SLOPE f 55.33' (M T REMOVABLE CAP 4 - 1/2"0 HOLES z � SCHEDULE 40 PVC `v COUPLING SOLID CAP FOR SUPPORT ® BOTTOM O PERFORATED PIPE OF TRENCH OR BEDWRAPPED WITH (BOTTOM OF SAND) O FILTER FABRIC COMBINATION AIR VENT 8c INSPECTION WELL DETAIL N.TS. 2" SCHEDULE 40 PVC FROM DOSING TANK EDGE OF GRAVEL 830 SQ. FT. A GRAVEL AREA !1 1-1/2" PERFORATED PVC DISTRIBUTION LATERAL PLAN VIEW OF MOUND N.T.S EPDXY COATED - 3 #4 REBAR (MIN) TIE DOWNS LOT 7, SECTION 6, T. 9 S., R. 85 W., 6th P.M. WOODY CREEK QUADRANGLE SCALE: 1"=2000' GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PITKIN COUNTY REGULATIONS OF INDIVIDUAL SEWAGE DISPOSAL SYSTEMS, EVEN THOUGH ALL SUCH REQUIREMENTS ARE NOT SPECIFICALLY NOTED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH SPECIFIC DETAILS AS ARE REFERRED TO IN THE ABOVE MENTIONED REGULATIONS. 2. SYSTEM DESIGN FLOW: 3 BEDROOMS * 2 PERSONS/BEDROOM * 75 GALLONS/PERSON/DAY IS 450 GPD = AVERAGE DAILY FLOW DESIGN = 1.75 * AVERAGE = 788 GPD (Q) SEPTIC TANK: MINIMUM PRE -CAST CONCRETE TANK SIZE ACCORDING TO REGULATIONS = 788 * 1.25 = 985 GALLONS, 1000 (MIN.) *MINIMUM FIELD SIZE: PER CDOH EQUATIONS: A = Q,Ft Q = MAXIMUM FLOW 5 t = PERCOLATION RATE = 22 MPI A = 788 * 22 = 739 SQ.FT 5 *MINIMUM FIELD SIZE: FOR SAND FILTERS AND MOUNDS MINIMUM GRAVEL BASE AREA: A= 788 GPD 0.95 GPD/S.F. = 830 SQ. FT. ***LOADING RATE OF 1.15 GPD/S.F. ALLOWS FOR GARBAGE GRINDER, MINIMUM SAND FILL BASE AREA: A- 788 GPD 0.75 GPD S.F. = 1051 SQ. FT. (EPA) *GRAVEL AREA CONTROLS MINIMUM FIELD DIMENSIONS DOSING WILL BE REQUIRED DUE TO EXISTING GRADES. ABSORPTION AREA PRCVIDED BENEATH SAND=1120 S.F. WHICH IS GREATER THAN THE MINIMUM OF 1051 S.F. REQUIRED PER THE PERCOLATION RATE. 3. TOPSOIL: SOIL EXCAVATED FROM SITE ACCEPTABLE IF NO CLAY IS PRESENT. 4. VEHICULAR TRAFFIC IS PROHIBITED ON THE FIELD. 5. CLEANOUTS ARE REQUIRED AT ALL BENDS AND AT LEAST EVERY 100 FEET ALONG THE HOUSE SEWER. 6. INSTALL RISERS AS NECESSARY TO BRING ALL ACCESS POINTS TO WITHIN 1/2 -FOOT OF FINAL GRADE. 7. LOCATIONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG AS ALL MINIMUM DISTANCES AND SLOPES MEET THOSE REQUIRED. 8. PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM ABSORPTION AREA USING DRAINAGE SWALES AS NECESSARY, 9. PERCOLATION RATE BASED ON TESTING BY HP GEOTECH ON OCTOBER 17, 2000, JOB NO. 100 819. 10. THIS DRAWING DOES NOT CONSTITUTE AN ISDS PERMIT. PERMIT MUST BE OBTAINED FROM APPROPRIATE CITY OR COUNTY OFFICIALS. 11. THIS SYSTEM IS SIZED FOR TYPICAL DOMESTIC WASTES ONLY. BACKWASH OR FLUSHING FLOWS FOR REVERSE OSMOSIS UNITS OR WATER SOFTENERS OR FILTERS SHOULD NOT BE INTRODUCED INTO THIS SYSTEM. 12. THE SAND MUST BE THOROUGHLY SETTLED BY FLOODING OR OTHER MEANS BEFORE THE DISTRIBUTION IS PLACED AT THE FINAL GRADE, 13. SAND USED SHALL BE AS FOLLOWS: SIEVE SIZE %PASSING 4 100 40 50-55% 200 <15 UNIFORMITY COEFFICIENT=D,/ D,,-4 14. SITE PLAN BASED ON MAP PROVIDED BY H.P. GEOTECH. 15. INSTALL 3" BLUEBOARD INSULATION ABOVE SEWER AND EFFLUENT PIPE WHEREVER GROUND COVER IS LESS THAN 5.0 FEET. 16. MINIMUM SETBACK DISTANCES BETWEEN COMPONENTS OF SEWAGE DISPOSAL SYSTEM SHALL BE MAINTATRM_T=EP_1VEDI3Y PITKIN COUNTY AND THE STATE OF COLORADO. 17. SOILS IN PROFILE PIT CONSIST MAINLY OF TWO FEET OF TOPSOIL, OR 1.5 FEET OF ROAD BASE FILL, OVER 1.5 FEET OF MEDIUM DENSE SILTY SAND, OVERLYING GRAVELS (SANDY, SLIGHTLY SILTY WITH COBBLES AND SMALL BOULDERS) GROUNDWATER WAS ENCOUNTERED AT APPROXIMATELY 5.5 FEET. ANCHORAGE FOR DOSING TANK -' 1 C.Y. WEIGHT BLOCK EACH SIDE OF TANK (MAY BE PRECAST OR CAST IN PLACE) a n d.. •: •d. a a a °. 2 #4 BARS d 4NOTE: ANCHORAGE REQ'D FOR DOSING TANK IF EXPECTED GROUNDWATER TABLE ABOVE FLOOR OF TANK. TANK ANCHORAGE DETAIL SECTION VIEW THRU TANK N.T.S. z 0 (n W W I- < • NO PERFORATION ON WO_ W END PIPES (TYP.) o N INSPECTION WELL (TYP.) La Cn 2" SCHEDULE 40 PVC FROM DOSING TANK EDGE OF GRAVEL 830 SQ. FT. A GRAVEL AREA !1 1-1/2" PERFORATED PVC DISTRIBUTION LATERAL PLAN VIEW OF MOUND N.T.S EPDXY COATED - 3 #4 REBAR (MIN) TIE DOWNS LOT 7, SECTION 6, T. 9 S., R. 85 W., 6th P.M. WOODY CREEK QUADRANGLE SCALE: 1"=2000' GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PITKIN COUNTY REGULATIONS OF INDIVIDUAL SEWAGE DISPOSAL SYSTEMS, EVEN THOUGH ALL SUCH REQUIREMENTS ARE NOT SPECIFICALLY NOTED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH SPECIFIC DETAILS AS ARE REFERRED TO IN THE ABOVE MENTIONED REGULATIONS. 2. SYSTEM DESIGN FLOW: 3 BEDROOMS * 2 PERSONS/BEDROOM * 75 GALLONS/PERSON/DAY IS 450 GPD = AVERAGE DAILY FLOW DESIGN = 1.75 * AVERAGE = 788 GPD (Q) SEPTIC TANK: MINIMUM PRE -CAST CONCRETE TANK SIZE ACCORDING TO REGULATIONS = 788 * 1.25 = 985 GALLONS, 1000 (MIN.) *MINIMUM FIELD SIZE: PER CDOH EQUATIONS: A = Q,Ft Q = MAXIMUM FLOW 5 t = PERCOLATION RATE = 22 MPI A = 788 * 22 = 739 SQ.FT 5 *MINIMUM FIELD SIZE: FOR SAND FILTERS AND MOUNDS MINIMUM GRAVEL BASE AREA: A= 788 GPD 0.95 GPD/S.F. = 830 SQ. FT. ***LOADING RATE OF 1.15 GPD/S.F. ALLOWS FOR GARBAGE GRINDER, MINIMUM SAND FILL BASE AREA: A- 788 GPD 0.75 GPD S.F. = 1051 SQ. FT. (EPA) *GRAVEL AREA CONTROLS MINIMUM FIELD DIMENSIONS DOSING WILL BE REQUIRED DUE TO EXISTING GRADES. ABSORPTION AREA PRCVIDED BENEATH SAND=1120 S.F. WHICH IS GREATER THAN THE MINIMUM OF 1051 S.F. REQUIRED PER THE PERCOLATION RATE. 3. TOPSOIL: SOIL EXCAVATED FROM SITE ACCEPTABLE IF NO CLAY IS PRESENT. 4. VEHICULAR TRAFFIC IS PROHIBITED ON THE FIELD. 5. CLEANOUTS ARE REQUIRED AT ALL BENDS AND AT LEAST EVERY 100 FEET ALONG THE HOUSE SEWER. 6. INSTALL RISERS AS NECESSARY TO BRING ALL ACCESS POINTS TO WITHIN 1/2 -FOOT OF FINAL GRADE. 7. LOCATIONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG AS ALL MINIMUM DISTANCES AND SLOPES MEET THOSE REQUIRED. 8. PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM ABSORPTION AREA USING DRAINAGE SWALES AS NECESSARY, 9. PERCOLATION RATE BASED ON TESTING BY HP GEOTECH ON OCTOBER 17, 2000, JOB NO. 100 819. 10. THIS DRAWING DOES NOT CONSTITUTE AN ISDS PERMIT. PERMIT MUST BE OBTAINED FROM APPROPRIATE CITY OR COUNTY OFFICIALS. 11. THIS SYSTEM IS SIZED FOR TYPICAL DOMESTIC WASTES ONLY. BACKWASH OR FLUSHING FLOWS FOR REVERSE OSMOSIS UNITS OR WATER SOFTENERS OR FILTERS SHOULD NOT BE INTRODUCED INTO THIS SYSTEM. 12. THE SAND MUST BE THOROUGHLY SETTLED BY FLOODING OR OTHER MEANS BEFORE THE DISTRIBUTION IS PLACED AT THE FINAL GRADE, 13. SAND USED SHALL BE AS FOLLOWS: SIEVE SIZE %PASSING 4 100 40 50-55% 200 <15 UNIFORMITY COEFFICIENT=D,/ D,,-4 14. SITE PLAN BASED ON MAP PROVIDED BY H.P. GEOTECH. 15. INSTALL 3" BLUEBOARD INSULATION ABOVE SEWER AND EFFLUENT PIPE WHEREVER GROUND COVER IS LESS THAN 5.0 FEET. 16. MINIMUM SETBACK DISTANCES BETWEEN COMPONENTS OF SEWAGE DISPOSAL SYSTEM SHALL BE MAINTATRM_T=EP_1VEDI3Y PITKIN COUNTY AND THE STATE OF COLORADO. 17. SOILS IN PROFILE PIT CONSIST MAINLY OF TWO FEET OF TOPSOIL, OR 1.5 FEET OF ROAD BASE FILL, OVER 1.5 FEET OF MEDIUM DENSE SILTY SAND, OVERLYING GRAVELS (SANDY, SLIGHTLY SILTY WITH COBBLES AND SMALL BOULDERS) GROUNDWATER WAS ENCOUNTERED AT APPROXIMATELY 5.5 FEET. ANCHORAGE FOR DOSING TANK -' 1 C.Y. WEIGHT BLOCK EACH SIDE OF TANK (MAY BE PRECAST OR CAST IN PLACE) a n d.. •: •d. a a a °. 2 #4 BARS d 4NOTE: ANCHORAGE REQ'D FOR DOSING TANK IF EXPECTED GROUNDWATER TABLE ABOVE FLOOR OF TANK. TANK ANCHORAGE DETAIL SECTION VIEW THRU TANK N.T.S. z 0 (n W W I- < d to Fo z W o m wZV0 zQ Z CC ¢ W W[LD_� r °00 ON U = J O CL W u, 0 J J < U) O J� IrO 00 0o> Q Dfz W w �c) 3O W W 0 Y tp J 0- Q C7 7 0 z PROJECT NO.I 2000004.43 SHEET N WO_ W W o N � J 5 DO La Cn < H W D_ Y < LJ -T C) 0 U C) W d to Fo z W o m wZV0 zQ Z CC ¢ W W[LD_� r °00 ON U = J O CL W u, 0 J J < U) O J� IrO 00 0o> Q Dfz W w �c) 3O W W 0 Y tp J 0- Q C7 7 0 z PROJECT NO.I 2000004.43 SHEET 1041 HAZARD REVIEW WAIVER APPLICANT ACKNOWLEDGES THAT THEY HAVE BEEN INFORMED BY PITKIN COUNTY OF THE EXISTENCE OF '1041 HAZARD AREAS' THAT MIGHT AFFECT THE PROPERTY, ANY IMPROVEMENTS, AND THE USE AND OCCUPANCY THEREOF, THE PROVISIONS OF THESE REGULATIONS DO NOT IN ANY WAY ASSURE OR IMPLY THAT AREAS OUTSIDE OF DESIGNATED HAZARD AREAS WILL BE FREE FROM HAZARDS, OR THAT APPROVED MITIGATION MEASURES WILL GUARANTEE THE SAFETY OF ANY PROPERTY. OWNER, ------------------------------------ DATE: ---------- .-_----_--.---____--_._-„ __- PITKIN COUNTY HEARING OFFICER APPROVAL THIS 1041 REVIEW SITE PLAN HAS BEEN REVIEWED AND APPROVED BY HEARING OFFICER THIS -- DAY OF ------------ 2000, SUBJECT 'IO THE HEARING OFFICERS' DECISION RECORDED AS RECEPTION N0.----------------- --- PITKIN COUNTY HEARING Vpfeek PITKIN COUNTY CLERK AND RECORDER CERTIFICATE THIS 1041 HAZARD REVIEW SITE MAP IS ACCEPTED FOR FILING IN THE OFFICE OF THE CLERK AND RECORDER OF PITKIN COUNTY, COLORADO. THIS ----------- DAY OF -----------------, 2000, IN PLAT BOOK ------ AT PAGE ---------- UNDER RECEPTION NO -------------------------- PITKIN COUNTY CLERK AND RECORDER Northwest Corner of Section 6 Found USGLO Brass Cap, 2' Iron Pipe set in 1926 s�r.lo v> e I46p s� DRAWN BY, S.PHELPS DATE: 09/05/00 CHS ED BY, S. PHELPS DRAWWO 00072 -+ /AM I ,ne, re APPVD. BY: S. PHELPS i JOB NO -1 00072 AI •V� I .00' I m o\ \ Set No. •5 •Rebar W/Pias. , `\ t1 Cap, PLS No. 27613 27.0' Wit. •Cor.,•• R b \ W/f (as Ca 1041 Hazard Review Site Plan Of A TRACT OF LAND SITUATED IN LOT 7 OF SECTION 6, TOWNSHIP 9 SOUTH, RANGE 85 WEST OF THE 6TH PX COUNTY OF PITKIN, STATE OF COLORADO X966 Lower river goad Se a. a ar p, PL`S No. 27613 )81 i� C ot. Q C -c t a ` l�il ,ll l.iNJf r NI PIiI/1V1/i 7070 Building Envelope 6' front inn Yr. Flood Line. Water Level as Located By Survey - 08/24/00 x$1311 ♦ SO*\y1 S 1 Limits of 100 Yr. Flood Plain as Interpolated From FEMA Mapping " --LINE r DISTANCE ! 1 N36.14'25'W f L2 7 5.15' 7 N22.11'51'W 5.75' L4 I 1 I m o\ \ Set No. •5 •Rebar W/Pias. , `\ t1 Cap, PLS No. 27613 27.0' Wit. •Cor.,•• R b \ W/f (as Ca 1041 Hazard Review Site Plan Of A TRACT OF LAND SITUATED IN LOT 7 OF SECTION 6, TOWNSHIP 9 SOUTH, RANGE 85 WEST OF THE 6TH PX COUNTY OF PITKIN, STATE OF COLORADO X966 Lower river goad Se a. a ar p, PL`S No. 27613 )81 i� C ot. Q C -c t a ` l�il ,ll l.iNJf r NI PIiI/1V1/i 7070 Building Envelope 6' front inn Yr. Flood Line. Water Level as Located By Survey - 08/24/00 x$1311 ♦ SO*\y1 S 1 Limits of 100 Yr. Flood Plain as Interpolated From FEMA Mapping " --LINE DIRECTION T__ DISTANCE Lt N36.14'25'W 4,21' L2 N43031.44'W 5.15' L3 N22.11'51'W 5.75' L4 N18.22' 7'W 12.96' L5 NOI'23'29'E 10,65' L6 Nll'13'47'E 6,64' L7 N38.24'50'E 13.98' \ Set No. 5 Rebar W/Pias. Cap, PLS No. 27613 18.75' Wit, Car. 1 \ \ 1 \ I 7 1 i ! , , i Owner/Applicant Lower River Road LLC Briston Peterson, Managing Member C/O Brikor and Assoc. P.O. Box 1361 Aspen, CO. 81612 Date of Surveyt Aug., 2000 i Y, I, THE UNDERSIGNED, BEING A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF COLORADO DO HEREBY CERTIFY THAT THIS 1041 HAZARD REVIEW SITE PLAN HAS BEEN PREPARED FOR LOWER RIVER ROAD, LLC BY SURVCO, INC. UNDER MY DIRECT SUPERVISION AND CHECKING AND THAT IT IS TRUE AND CORRECT TO THE BEST Or MY KNOWLEDGE AND BELIEF. THIS 1041 HAZARD SITE MAP DOES NOT REPRESENT A TITLE nc�OMMI BY SURVCO, INC. OR THIS LAND SURVEYOR TO DETERMINE OWNERSHIP, EASEMENTS OR OTHER ENCES OF RECORD, ALL INFORMATION PERTAINING TO EASEMENTS OR OTHER ENCUMBRANCES OF RECORDEN TAKEN MM A TITLE INSURANCE COMMITMENT ISSUED BY PITKIN COUNTY TITLE, INC,. TITLE INSURPCT14419CB. EFFECTIVE DATE JULY 19, 2000. DATE OF CATION R 05, 2000 COLORADO SIONAL LAND SURVE >$� FOR AND ON BE A, 'ITE URVCO, INC. I 1) BEARINGS AS SHOWN HEREON ARE BASED UPON A CALCULATED BEARING OF N.43.20'50'W. FOR THE LINE BETWEEN THE FOUND NO. 5 REBAR (WITNESS CORNER) ALONG THE SOUTHERLY BOUNDARY OF THE SUBJECT PROPERTY AND THE 'TRUE POINT OF BEGINNING OF THAT TRACT OF LAND DESCRIBED IN DOCUMENT RECORDED IN B013K 235, PAGE 318. MONUMENTATION BEING FOUND IN THE FIELD AS SHOWN HEREON. 2) THIS 1041 SITE MAP IS BASED UPON INFORMATION OF RECORD, 3) ELEVATIONS AS SHOWN HEREON ARE BASED UPON AN ELEVATION OF 7125.40 FOR THE UCSSGS BENCHMARK B-158. 4) ELEVATIONS OF THE 100 YEAR FLOOD PLAIN HAVE BEEN TAKEN FROM THE FLOOD INSURANCE RATE MAPS FOR PITKIN COUNTY, COLORADO AS PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY AND SHOWN ON COMMUNITY PANEL 08097CO067C, EFFECTIVE DATE JUNE 4, 1987, ALTHOUGH PORTIONS OF THE SUBJECT PROPERTY MAY BE DESIGNATED TO BE ABOVE THE LIMITS OF THE 100 YEAR FLOOD PLALN, THIS AREA MAY NOT BE ENTIRELY FREE FROM FLOOD HAZARDS. 5) THE SURVEY REFERRED TO IN DOCUMENT RECORDED IN BOOK 373 AT PAGE 309 DEPICTS AN ELEVATED GAS LINE ALONG THE SOUTHERLY BOUNDARY OF THE SUBJECT PROPERTY. IT IS NOT KNOWN IF THIS SAME GAS LINE HAS BEEN PLACED UNDERGROUND OR HAS BEEN ABANDONED. THE ROAD EASEMENT AND RIGHT OF WAY REFERENCED IN SAID DOCUMENT IS FOR LOWER RIVER ROAD, IN THE SAME MANNER AS DEPICTED 13N THIS SURVEY. NOTICEt ACCORDING TO COLOP,DO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT 1N 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. PROPERTY DESCRIPTION: (LEGAL DESCRIPTION AS TAKEN FROM TITLE INSURANCE COMMITMENT) THAT PART OF LOT 7, SECTION 6, TOWNSHIP 9 SOUTH, RANGE 85 WEST OF THE 6TH PM., ACCORDING TO THE RESURVEY OF SAID TOWNSHIP AND RANGE APPROVED DECEMBER 17, 1917, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WESTERLY RIGHT OF WAY LINE OF THE D AND RGW RAILROAD, FROM WHENCE AN IRON PIPE WITH A BRASS CAP SET IN PLACE AND PROPERLY MARKED FOR THE NORTHWEST CORNER OF SAID SECTION BEARS N.71.10'07'W. 1060.41 FEET, MORE OR LESS, THENCE S.66'38'30'W. 157.83 FEET, MORE OR LESS, TO THE CENTER OF THE ROARING FORK RIVER; THENCE ALONG THE CENTER OF SAID RIVER N.03.27'001W. 96.99 FEET AND N,06.43'00'W, 101.85 FEET, MORE OR LESS, TO THE NORTHERLY LINE OF SAID LOT 7; THENCE S.89.55'00'E. ALONG SAID NORTHERLY LINE 92.38 FEET, MORE OR LESS, TO SAID WESTERLY /lNWG.WAY LINE; THENCE S.27.30'36'E. 152"13 FEET, MORE OR LESS, TO THE POINT OF COUNTY OF PITKIN, STATE OF COLORADO, SAID TRACT OF LAND CONTAINS 20,825 S.F. OR 0.478 ACRES, MORE OR LESS. yN GRAPHIC SCALE Found Rebar W/Rleg, Plastic Cap - 'True Point of Beginning of Tract Described in Book 235 at Page 318 (M FW) 1 limb r 20 M Contour interval is two Feet vertical. SHEET 1 of 1 SurvCo, Inc. Professional Land Surveying Services 1001 Grand Avenue, Suite No. 205 Glenwood Springs, CO. 81601 Phone: (970) 928-8233 Fax: (970) 928-8840 1041 HAZARD REVIEW WAIVER APPLICANT ACKNOWLEDGES THAT THEY HAVE BEEN INFORMED BY PITKIN COUNTY OF THE EXISTENCE OF '1041 HAZARD AREAS- THAT MIGHT AFFECT THE PROPERTY, ANY IMPROVEMENTS, AND THE USE AND OCCUPANCY THEREOF, THE PROVISIONS OF THESE REGULATIONS DO NOT IN ANY WAY ASSURE OR IMPLY THAT AREAS OUTSIDE OF DESIGNATED HAZARD AREAS WILL BE FREE FROM HAZARDS, OR THAT APPROVED MITIGATION MEASURES WILL GUARANTEE THE SAFETY OF ANY PROPERTY. OWNER, ------------------------------------ DATE:..__ PITKIN COUNTY HEARING OFFICER APPROVAL THIS 1041 REVIEW SITE PLAN HAS BEEN REVIEWED AND APPROVED BY HEARING OFFICER THIS ----------- DAY OF -_ "•-------- 2000, SUBJECT 'IO THE HEARING OFFICERS' DECISION RECORDED AS RECEPTION NO. ----------------- --- PITKIN COUNTY HEARING OFFICER PITKIN COUNTY CLERK AND RECORDER CERTIFICATE THIS 1041 HAZARD REVIEW SITE MAP IS ACCEPTED FOR FILING IN THE OFFICE OF THE CLERK AND RECORDER OF PITKIN COUNTY, COLORADO, THIS DAY OF .................. 2000, IN PLAT BOOK ------ AT PAGE ---------- i UNDER RECEPTION NO -------------------------- Northwest ----------------------- Northwest Corner of Section 6 Found USGLO Brass Cap, 2' Iron Pipe set in 1926 1045041, 045041• DRAWN BY- S.PHELPS CHECKED BY: S. PHELPS APPVD. BY- _. 8, PHELPS SZ O Of A TRACT OF LAND SITUATED IN LOT 7 OF SECTION 6, TOWNSHIP 9 SOUTH, RANGE 85 WEST OF THE 6TH P.M. COUNTY OF PITKIN, STATE OF COLORADO 3966 Lower fiver goad A I s t p\ Set No.•5•Rebar W/Plas. Cap, PLS No. 27613 N36.14'25'W 27.0' Wit.:Cora•' L2 t I \ \ \ \ \ \ \ \ \ \ l L3 N22'11'51'W t L4 ; y a 1 N01.23'29'E t i 1 \\ `\Set \. \ `\ S \ t\ t t W No, S' Rebar olas. Cap, S89155'00'E PL,S No. 27613 _ t 'o• � ' - • - • � tl \ \\ \ It \\ \ \ \ \ \ \ S89'55'00'E r :oh ..: •' . \\\`., \\ \\ `\\ `\ \\ \` `\\ \\ t\l o f 60 \\\ `\ `t Met ••t�`ta��Iva G' \` `\\' `')6: ,° \` `\ \\ \ \\ A I s t iP I N36.14'25'W , L2 t I 5.15' L3 N22'11'51'W t L4 ; y a 1 N01.23'29'E t i 1 L6 NLI'13'47'E 6,64' c\ _ t }� A I s Building Envelope 6' From 100 Yr. Flood Line. .^ V- <` •,jgSD, chb -10 t . h . _ r � • y \ t \ t t \ • • •. • t 1 \ °t \ \t t\ \t tt \t +� Set No. 5 Rebar W/Pias. Cap, PLS No. 27613 +', • : ' \t N9151 Wit. Cor. 1 � l t � 1 � 1 � Limits of 100 Yr, Food Plain as Interpotatrd From FEMA Mapping Flikill Water Level as Located By Survey - 08/24/00 LINE •.nc� T•. iP L1 N36.14'25'W 4,21' L2 N43.31'44'W 5.15' L3 N22'11'51'W 5.75' L4 N18.22'27'W y a L5 N01.23'29'E Puildircl envelope, L6 NLI'13'47'E 6,64' 7,169 eq.tt-.--•.___-/ _ O•!6 t♦AM Building Envelope 6' From 100 Yr. Flood Line. .^ V- <` •,jgSD, chb -10 t . h . _ r � • y \ t \ t t \ • • •. • t 1 \ °t \ \t t\ \t tt \t +� Set No. 5 Rebar W/Pias. Cap, PLS No. 27613 +', • : ' \t N9151 Wit. Cor. 1 � l t � 1 � 1 � Limits of 100 Yr, Food Plain as Interpotatrd From FEMA Mapping Flikill Water Level as Located By Survey - 08/24/00 LINE DIRECTION DISTANCE L1 N36.14'25'W 4,21' L2 N43.31'44'W 5.15' L3 N22'11'51'W 5.75' L4 N18.22'27'W 12.96' L5 N01.23'29'E 10.65' L6 NLI'13'47'E 6,64' L7 N38.24'50'E 13.98' I, THE UNDERSIGNED, BEING A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF COLORADO 00 HEREBY CERTIFY TH1T THIS 1041 HAZARD REVIEW SITE PLAN HAS BEEN PREPARED FOR LOWER RIVER ROAD, LLC BY SURVCO, INC. UNDER MY DIRECT SUPERVISION AND CHECKING AND THAT IT IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. THIS 1041 HAZARD SITE MAP DOES NOT REPRESENT A TITLE S€ARC BY SURVCO, INC. OR THIS LAND SURVEYOR TO DETERMINE OWNERSHIP, EASEMENTS OR OTHER ENCUMB N ES OF RECORD, ALL INFORMATION PERTAINING TO EASEMENTS OR OTHER ENCUMBRANCES OF RECORD S EN TAKENMM A TITLE INSURANCE COMMITMENT ISSUED BY PITKIN COUNTY TITLE, INC., TITLE INSUR CE,;OMMIT 0. PCT14418C2, EFFECTIVE. DATE JULY 19, 2000. IN 2V, DATE OFjj� CATION •R 05, 2000 COLORADO SIONAL LAND SUR VE �. FOR AND ON BE URVCO, INC. SURVEYORS' NOTES, 1) BEARINGS AS SHOWN HEREON ARE BASED UPON A CALCULATED BEARING OF N.43.20'501W. FOR THE LINE BETWEEN THE FOUND NO, 5 REBAR (WITNESS CORNER) ALONG THE SOUTHERLY BOUNDARY OF THE SUBJECT PROPERTY AND THE 'TRUE POINT OF BEGINNING OF THAT TRACT OF LAND DESCRIBED IN DOCUMENT RECORDED IN BOOK 235, PAGE 318. MONUM€NTATTON BEING FOUND IN THE FIELD AS SHOWN HEREON. 2) THIS 1041 SITE MAP IS BASED UPON INFORMATION OF RECORD, 3) ELEVATIONS AS SHOWN HEREON ARE BASED UPON AN ELEVATION OF 7125.40 FOR THE UCS8GS BENCHMARK B-158, 4) ELEVATIONS OF THE 100 YEAR FLOOD PLAIN HAV!_, BEEN TAKEN FROM THE FLOOD INSURANCE RATE MAPS FOR PITKIN COUNTY, COLORADO AS PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY AND SHOWN ON COMMUNITY PANEL 08097C0067C, EFFECTIVE DATE JUNE 4, 1987. ALTHOUGH PORTIONS OF THE SUBJECT PROPERTY MAY BE DESIGNATED TO BE ABOVE THE LIMITS OF THE 100 YEAR FLOOD PLAIN, THIS AREA MAY NOT BE ENTIRELY FREE FROM FLOOD HAZARDS. 5) THE SURVEY REFERRED TO IN DOCUMENT RECORDED IN BOOK 373 AT PAGE 309 DEPICTS AN ELEVATED GAS LINE ALONG THE SOUTHERLY BOUNDARY OF THE SUBJECT PROPERTY. IT IS NOT KNOWN IF THIS SAME GAS LINE HAS BEEN PLACED UNDERGROUND OR HAS BEEN ABANDONED, THE ROAD EASEMENT AND RIGHT OF WAY REFERENCED IN SAID DOCUMENT IS FOR LOWER RIVER ROAD, IN THE SAME MANNER AS DEPICTED ON THIS SURVEY. NOTICEi ACCORDING TO COt+IRADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THRE,- 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. PROPERTY DESCRIPTION: (LEGAL DESCRIPTION AS TAKEN FROM TITLE INSURANCE COMMITMENT) THAT PART OF LOT 7, SECTION 6 TOWNSHIP 9 SOUTH, RANGE 85 WEST OF THE 6TH P.M., ACCORDING TO THE RESURVEY OF SAID TOWNSHIP AND RANGE APPROVED DECEMBER 17, 1917, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WESTERLY RIGHT OF WAY LINE OF THE D AND RGW RAILROAD, FROM WHENCE AN IRON PIPE WITH A BRASS CAP SET IN PLACE AND PROPERLY MARKED FOR THE NORTHWEST CORNER OF SAID SECTION BEARS N.71.10'07'W. 1060.41 FEET, MORE OR LESS, THENCE S.66'38'30'W. 157.83 FEET, MORE OR LESS, TO THE CENTER OF THE ROARING FORK RIVER; THENCE ALONG THE CENTER OF SAID RIVER N,03.27'001W. 96.99 FEET AND N.06.43'00'W, 101,85 FEET, MORE OR LESS, TO THE NORTHERLY LINE OF SAID LOT 7; THENCE S.89.55'00'E. ALONG SAID NORTHERLY LINE 92.38 FEET, MORE OR LESS, TO SAID WESTERLY jLWXNffiG.WAY LINE; THENCE S.27.30'36'E. 152.13 FEET, MORE OR LESS, TO THE POINT OF COUNTY OF PITKIN, STATE OF COLORADO. SAID TRACT OF LAND CONTAINS 20,825 S.F. OR 0.478 ACRES, MORE OR LESS. i ; ; I rd02 %SPVfes/ , W-1 go R (w) £ GRAPHIC SCALE i0 q 70 p p IN FW 1 h�ah 20 It Contour interval is two Feet vertical. ; ro N N O O SHEET 1 of 1 0 Owner /Applicant: SurvCo,,Inc0.Lower River Road LLCBr;ston Peterson, Managing MemberC! C/0 Bri and Assoc. 13 P.O. Box 1361 Profeeskmal Land Surveying Services U Aspen, CO. 81612 Found Rebnr W/Oleg. 10D1 Grand Avenue, Suite No. 205 1 Plastic Cap - 'True Pointv of Beginning of Tract Described Glenwood Springs, CO. 815D1 Date of Survey Aug., 2000 in Book 235 at Page 318 Phone: (970) 928-8233 Fox: (970) 928-8840