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pitkin.eh.264514401005 (2003)
Permit # 03029 r 7 Pitkin 06nty Environmental Health Departmet. , 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 # 2645-144-01-005 Type of permit New(X ) Repair( ) Addition/Remodel to House( ) Name of Owner Bobbie A. Brazzell & Roger D. Nicholson Street Address 5724 Snowmass Creek Road, Snowmass, CO 81654 Property legal description Lot 5, Hidden Meadows Size of lot 6.70 acres Total square footage of the house 5,724.3 Water source Community Water System # of bedrooms in house 5 # of offices, lofts & similar sized rooms in house Caretaker unit N/A 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) 5 bedrooms Permit information Designed by Gamba & Associates Mailing Address 113 9th St. Suite 214, PO Box 1458, Glenwood Springs, CO Perc rate 40 mpi Profile hole depth 8 ft Depth to groundwater or bedrock Minimum Septic tank capacity 2734 gallons Minimum Absorption area Comments Greater than 8 ft 1107 sq ft w/ 50% reduction 4;Z.? 105 q�1+� 'S Septic permit approved per compliance with the engineer design and specifications dated May' 0, 2003. Any changes must be approved by this department and the design engineer rp for to them being ma{{�d -e. Minimum horizontal distances between components of the system and physical features shall conform to the Pitkin County ISDS regulations. This system will have one 1500 gallon single -compartment tank followed by a 1250 gallon two-compartment tank with an effluent filter on the outlet. There will be a separate pumping chamber which will dose 250 gallons, four times a day to the trenches. The field will consist of 6 trenches, each having 12 gravelless chamber units. The distribution line starts at the highest trench and is stepped down from there. There should be a minimum of 6 feet of undisturbed soil between each trench. 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. Permit approved by: CA RtC) C:L Date: Plans and specifications of the proposed individual sewage disposal system have been reviewed and are considered satisfactory. Permission is hereby granted to the owner or the agent to perform the work indicated in accordance with the Pitkin County ISDS Regulation in effect at the time of issue. This permit becomes invalid 6 months from the date that the permit was issued unless system construction has commenced or an extension has been approved in writing by the Department. As -built drawiryp mus be included with this permit before the final approval will be issued. Installer: ` Final approval: (^;t=� Date: lv�w cu.,b',.0lf Giia ivl,o , �al1-k brab b -y1 has 41a.P PITKIN COL.,, TY ENVIRONMENTAL HEALTH DEPA, . ; MENT 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: Bobbie A. Brazzell & Roger D. Nicholson Owner's Mailing Address: 5 Ramada Drive City, State, Zip Home Phone: Irvine California, 92620 Business Phone: (949) 474-2264 Home Phone: (714) 832-7297 E-mail Address: cckev(a_)msn.com Primary Contact Person (all communication regarding this permit will go through this person) Name T. Carter Page, P.E. Company Gamba & Associates, Inc. Contact Mailing Address: 113 9th Street Suite 214 ; P.O. Box 1458 City State Zip Glenwood Springs CO 81601 Business Phone: (970) 945-2550 Cell Phone: (970) 948-3149 Fax: (970) 945-1410 E-mail Address tcpage(aDgambaengineering.com Permit is for: New Home X Repair due to failure ❑ Remodel/Addition ❑ Emergency use ❑ Water: Private well *** Spring Stream ❑ Community/Public Water System X If community system: Name of system Hidden Meadows community system (***Well, if used, will be a later addition) Parcel ID # (available from assessor's office at 920-5160 or at www.aspen.com/assessor/) 264-514-401-005 Street address of property: 5724 Snowmass Creek Road, Snowmass, Colorado, 81654 (� 3 Legal Description: Lot: 5 Block: N/A Filing: N/A r Subdivision: Hidden Meadows Size of lot: 6.70 Acres. Type of Proposed Structure. Two-Story,Sin le Family Residence P Total square feet of house: 5,724.3 # of bedrooms (potential) in house: 5 total Caretaker Unit: Attached? ❑ Detached? ❑ Not Applicable? X Total square feet of caretaker unit: N/A # of bedrooms (potential) in caretaker N/A t k- ,- The fee for a ISDS application is $for a permit that takes 6 hours or less for the department to approve. IT approval takes Ionge, uidn o iwuis, d id,c of $65 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 permit to construct is issued on information submitted by the applicant or his/her representatives. The owner assumes full responsibility in c r se off faittU)-re of the system. V &-),y-�, Date: !\ Signature of applicant: � /ts L Received by: �� Receipt#: Ig Date: H:\03387\Revised Plans\Permit Application-Brazzell-Nicholson-REV.doc G A M B A & ASSOCIATES CONSULTING ENGINEERS & LAND SURVEYORS WWW.G A M E A ENG INE ERI NG -COM PHONE: 970/945-2550 FAX: 970/945-1410 113 NINTH STREET, SUITE 214 P.O. Box 1458 GLENWOOD SPRINGS, COLORADO 81602-1458 Friday, May 21, 2004 Nancy MacKenzie Pitkin County Environmental Health Department 0405 Castle Creek Road, Suite 10 Aspen, CO 81611 RE: Final inspection Lot #5, Hidden Meadows, 5724 Snowmass Creek Road, Snowmass Village, CO 81654 Parcel ID #2645-144-01-005 For Pitkin County ISDS Permit # 03029 Dear Nancy: We have carried out two "final" inspections of the septic system for the subject property. The first was carried out on November 12t1i, 2003, and the second was carried out on April 30, 2004. The system was completed in substantial compliance with the plans bearing the revision date of August 27, 2003. Accordingly, we are transmitting the attached two -sheet set of As -Built plans for the ISDS systems at Lot 5, bearing my stamp and seal and today's date on the stamp and revision block. Assuming that you have no comments or requests for revisions or modifications to these As -Built plans, please send a copy of the final permit to both this office, and to Bobbie A. Brazzell and Roger D. Nicholson at 5 Ramada Drive, Irvine, CA 92620. Please call if you have any questions. Sincerely, REV""" Gamba & Associates Inca.©�...GPTE•A• _��; = o= i 35161 rter Page, .E. 3516-1 t� •ec�"� Enclosures: As -Built Plans, may, 21,004, 03387 (Two Sheets) cc: Bobbie Brazzell & Roger Nicholson File: 03387\As-Built H'\03387\Transmittals\Final inspection of system to PITCO.doc Brazzell-Nicholson, Lot 5 - Letter of final inspection - To Pitkin County Environmental Health Friday, May 21, 2004 Page I of I G A M B A & ASSOCIATES CONSULTING ENGINEERS & LAND SURVEYORS WWW.G AM B A ENG IN E ER ING. COM PHONE: 970/945-2550 FAX: 970/945-1410 113 NINTH STREET, SUITE 214 P.O. Box 1458 GLENWOOD SPRINGS, COLORADO 8 1 602-1 458 RECD°"'D AUG Wednesday, August 27, 2003 PITKIN COUNTY ENVIRONMENTAL HEALTH Nancy MacKenzie Environmental Health Specialist Pitkin County Environmental Health Department 0405 Castle Creek Road, Suite 10 Aspen, Colorado 81611 RE: Brazzell-Nicholson ISDS Revision to Plans: Pitkin County ISDS Permit # 03029, Issued June 6th, 2003 Dear Nancy: The enclosed plans show the revisions necessary to the site plan required by the true location of the as -built 2 -inch HDPE Purecore water service line to the house, and the new well on the lot to the north (Lot 4 — Dockery). My design of May 29th, for which the above permit was issued, was based on an incorrect location for the new well on Lot 4. When the crews laid out the system, the closest trench was too close to that well, by 12 -feet. The driveway has also moved from the information provided to me on May 7th, and the final location of the house was rotated slightly from those plans. I dan clition, they had installed a waterline"throughVe proposed trench field. My re -design, submitted herewith, deals with these issues. The true locations of the well, driveway and the water service line were provided to me electronically by the owner's surveyor, Aspen Survey Engineers. I have relocated the trench field to comply with the required separation between it and the well(s), water service lines, house etc. The area available places the trenches about 2 -feet inside the building envelope, and outside of the driving surface of the relocated driveway. These changes are reflected on Sheet 1 of the plans, with a revision date of today, the changes will be readily apparent, I believe. There has been no change in the number of infiltrators, but the layout of the trenches has been altered, to accommodate the odd -shaped available area between the well offset, the domestic water line, and the new driveway. The trenches now vary in length to fit the area, but they should all receive within about 4% of the same amount of flow, because the pump size, piping sizes, perforation sizes and spacing have all been altered to accommodate the new trench layout. The septic tanks were relocated, and placed closer to the house, based on a phone conversation with you in early June, this was to be covered in the final as -built plans for the project. The new location required a change in the piping to the trench field, and a change in the pump size, to accommodate a larger vertical head Brazzell-Nicholson ISDS revision of plans under Permit 903029 Wednesday, August 27, 2003 Page 1 of 2 and increased friction losses. The new location of the septic tanks and the pump chamber are shown, approximately, on the revised plans. This required some minor changes to Sheet 2 of the plans, which have been highlighted by bold text. Sheet 2 also bears a revision date of today. We will be suggesting to the owner and contractor that we provide the revised trench field data to their surveyor, to have the ends of the trenches staked out in the field, since the locations are now so precise. We will make a site visit before any infiltrators are set in the ground to confirm that the first trench is correctly set. If you have any questions, please call. Sincerely, Gamba & Associates, I f er Page, P . 5161 Enclosures: Revised plans set, sheets 1 and 2, dated August 27, 2003. cc: Roger Nicholson, owner File: 03387 DocumentHA03387\Revised Plans\Revision 3\Plans revision 08-27-03 Xmittal to PITCO.docl Brazzell-Nicholson ISDS revision of plans under Permit #03029 Wednesday, August 27, 2003 Page 2 of 2 PITKIN ENVIRONMENTAL HEALTH DEPARTMENT ISDS DESIGN CALCULATIONS Owner's Name Parcel ID # House Size (sq. ft.) (75 gpd, 100 gpd, or 130 gpd) 100 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 1000 State Review Required? no Perc Rate ® (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 = 2213.5944 sq. ft. of absorption area required 143 gravelless chamber units without reduction # of Perc Holes Required: 3 1 in every soil type? Spaced uniformly over proposed area? A maximum: 50% 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 = 1106.7972 sq.ft. with 50% reductionTRENCHES 1549.5161 sq ft 30% reduction BED 71 gravelless chamber units with reduction 100 chamber units with reduc. Type of system: []Absorption trenches []Absorption bed [] Graveness chambers []Dry well []Seepage Pit []Other (type) SETBACK FROM WELL # of feet = 160 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 110 SETBACK FROM DRY GULCH # of feet = 85 transmittal palominobartharchitects PC �:-4 architecture planning interiors Date: June 2. 2003 To: Bill Vannice Company: Ragged Bear Construction Phone: 970-929-6255 Project Name: Brazzel/Nicholson Project Job #: 01-109 Regarding: Floor Plan on 11" x 17" Shipped Via: Pick up Enclosures: 11" x 17" - A2. la, A2. 1b, A2.2a, A2.2b Comments: Floor plans as requested cc: post office box 301 180 fiou lane suite 201 basalt colorado 816121 p 970 927 9976 f 970 927 9676 palominobarth.com sloualum $vtuveld ami�ally�re 7�j$j� pLjojpxpmgoT—iud lau sudos'n out= d �vuav re 9L96-LZ6 �OL6) XVd 98 O(I 6 (OL6) HNOHd [Z9l8 OOtl110100 `17tlStl9 In 31I(OEX0V'0'd 081 10£XO9�O�d OCIV-dO IOD AJNaOD NDIJld SMOCW9IW NFIQQIH S 10.1 J a N aGI SH R 1 J ,T_/�I�!��J �J v('� NOS'IOH3IN 1 12[ZZVQQ MIME W� wax o a+am n u N s O IaIF°�SI!�'+d falLE I�Ivza H.ixou �����i)..)..�.� I37Imaw�unS E4^vUL Mlo/oys Jd Hl8 ONIW01tld 1HDDI. M s� asp � 1 1u1[afiJlmul uruv�a 5;� �Im lauudo�n)9Ne90mmo[ea 9L96-LZ6 (OL6) Xtla 9L6L6)3NOHd IGVHOJ` 9 In glias,gNv nOL4 081 toexOS'oa ----- OQd2OIOD AIaOD NIX LId SObLA3QH S LOI IDN21G1SUH uos'IoHaiu-IrIgzzVxg WIVE-muud-w xea P-T-W AIS:A. m _ wo 9PQ N` ,• 0 EdEt/9 evrld v0orla 'IaAgrI AHIN9 I�II!wgnS ]!ted f0/I7/E mul ws TORTT IaEsg .s4.— :>tw x xyave oxuvmva ixocaxaoo — �n z0 J OL aooalui $9mueld amisauz}�n Jdsi'maozgyylegomum)ed laysuaas�91+e4ummuled 9L96•LZ6 (OL6) Xd3 9L66-LZ6 (046)3NOHd I Z918 ouvao'IOo `.L7tlstl9 Inglins`amvinom 081 IOtXO9'O'd OGVIdO'IODAII1nODNI?I.IICI SMOQd9l� rI3Q�I-I S .LO'I �/�����(��� J \V uOS'IOH�II�I 'IZ�ZZ�g saac:pgq,aTap ei([x -V WUJ[ : a+e+P 60b[o.oa qof � w' _ ` a 10 • N 'laxm l"scapus NI Ild 110074 13JITam1TWSTabLZ 1�-W—ftj lawn 3d H.LWV90HIWOntld . HOHIdd00 U- oinjoaltipmsa moivd JLZj =9L66-LZ6 O(Ll'lV�'d0lI�0lD ►�'1AQlNf71l0C�70 r�NZlXQJJd SM0Qt3NN3UGlH S 101 112[ZZVHff :pf , 60l-jo:wqo< wax %fAolq o wro..rev EaE eulmms vv 2lEadsivxdEad Nv"Id 2I00I3 I3AHI m m—ags CiNH3lN as xiave owwmva axoroAaoa .s4— ;�p F Pitkin County Environmental Health Department Contact Log Sheet D. Address: Person Spoken To Comments Action to be Taken FAV M OWN MMM MMMM . )• ..� /i�l� '.:�It 1. _- ,,`` __ - __ MM MM MM MM M� ���■�■ MM - __ 02 o S� Aspen / Pitkin Environmental Health Departme R Contact Log Sheet P Ism L�LL'`=��i/r -WdZI VIGI0101 AZI• • - �•� •may - FIN WA � ♦ � ��wv� rim s� � _ ♦_ ♦�J - 'J4 y _ L 1 p To: T Carter Page From: Carla Block Fax: 945-1410 Pages: 2 (Including cover sheet) Phone: Date: 6/10/04 Re: Brazzell/Nicholson Septic Permit cc: If you have any questions about this finalized permit, please don't hesitate to call. Phone 970-920-5070 Fax 970-920-5077 0405 Castle Creek Road, Aspen CO 81611 9 o June 10, 2004 RE: ISDS Permit Final Approval Bobbie Brazzell & Roger Nicholson 5 Ramada Drive Irvine, California 92620 Dear Bobbie & Roger, Please find enclosed a copy of your ISDS Permit from the Pitkin County Environmental Health Department which has received final approval. If you have any other queries, please feel free to contact Carla Block, Environmental Health Specialist, at any time. Kind Regards, 1 Erena Miller Administrative Assistant Pitkin County Environmental Health Department Enclosure (1) May 17, 2004 T. Carter Page Gamba & Associates PO Box 1458 Glenwood Springs, CO 81601 RE: Parcel #2645-144-01-005 5724 Snowmass Creek Rd, Snowmass, CO 81654 Lot 5, Hidden Meadows Permit# 03029 CC: B. Brazzell & R. Nicholson Dear Mr Page: This letter is to remind you that we have not been able to final the Individual Sewage Disposal System (ISDS) permit for the above stated residence/property. It is mandatory that this office receives an "As Built" letter from the engineer who designed the system. The letter will confirm that they observed the installation of the system as designed. Any changes to the system must be noted in the letter or by a new set of plans. We cannot sign the Certificate of Occupancy for this property without the "As Built" letter. This office must receive the "As Built" letter from the engineer no later than 30 days from the date of this letter. Please contact me with any questions. Thank you, in advance, for your help and co-operation in this matter. Sincerely, Erena Miller Pitkin County Environmental Health November 3, 2003 T. Carter Page Gamba & Associates 113 9`h Street, Suite 214 P.O. Box 1458 Glenwood Springs, CO 81601 Re: Parcel ID # 2645-144-01-005 Property Address/Legal Description: Lot 5, Hidden Meadows Dear Mr. Page: This letter is to advise you that Environmental Health is unable to complete the processing of the Individual Sewage Disposal System (ISDS) permit for the above stated residence/property. It is mandatory that our office receives an "As Built" letter from the engineer who designed the system. The letter will confirm that they observed the installation of the system as designed. Any changes to the system must be noted in the letter or by a new set of plans. The Building Department will not issue a Certificate of Occupancy for this property until they are notified that the ISDS permit process is complete. This office must receive the "As Built" letter from the engineer no later than 30 days from the date of this letter. Please contact me with any questions. Thank you in advance for your help and cooperation in this matter. Sincerely, Carole Twitchell Pitkin County Environmental Health cc: Gamba & Associates 0'f*ltech G OWN** o HEPWORTH-PAWLAK GEOTECHNICAL May 29, 2003 Roger Nicholson 5 Ramada Drive Hepworr .wlak Geotechnical, Inc. 5020 COI,.._, Road 154 Glenwood Springs, Colorado 81601 Phone: 970-945.7988 Fax: 970-945-8454 email: hpgeov3hpgeotech.com Irvine, CA 92620 Job No. 101 240 Subject: Observation of Excavation and Additional Percolation Testing, Proposed Residence, Lot 5, Hidden Meadows, 5724 Snowmass Creek Road, Pitkin County, Colorado Dear Mr. Nicholson: As requested by Bill Vannice of Ragged Bear Ranch Construction, a representative of Hepworth-Pawlak Geotechnical, Inc. conducted additional percolation testing and observed the excavation at the subject site on May 22, 2003 for foundation bearing conditions. The findings of our testing and observations are presented in this report. We previously conducted a subsoil study for the residence foundation and septic disposal designs at the subject site and presented our findings in a report dated May 15, 2001, Job No. 101240. The residence location is similar to that proposed during our previous study but the septic disposal area is now proposed to the east of the residence outside of the previous percolation test area. Building Excavation: At the time of our site visit on May 22, 2003, the foundation excavation had been cut in 3 Ievels from 11/2 to 5 feet below the adjacent ground surface. The soils exposed in. the bottom of the excavation consisted of relatively dense, clayey sandy gravel with cobbles and scattered boulders up to about 3�/ feet in size. The base of the excavations was firm and no free water was encountered. The soil conditions exposed in the excavation are consistent with those previously encountered at the site and spread footings designed for an allowable soil bearing pressure of 3,000 psf should be adequate for support of the proposed residence. Any loose disturbed soils in footing areas should be removed and the bearing level extended down to the undisturbed natural soils. Other recommendations presented in our previous report which are applicable should also be observed. Percolation Testing: Three percolation holes about 3 feet deep and a profile pit 8 feet deep had been dug at the proposed septic disposal area as shown on Figure 4 at the time of our site visit on May 21, 2003. The subsoil profile consisted of about 2 feet of organic clay topsoil overlying clayey sandy gravel with cobbles and scattered boulders. The results of a gradation analysis performed on a sample of the gravel taken from the RE 'E1VE0 W 3 0 2003 Parker 303-841-7119 • Coiorado Springs 719-633-5562 0 Silverthome 970-468-1989 Roger Nicholson May 29, 2003 Page 2 profile pit is shown on Figure 2. No free water was encountered. The percolation test holes were prepared by hand digging a 10 to 12 inch deep hole by about 1 foot in diameter at the bottom of the pits and soaking the holes with water on May 21, 2003. The percolation testing was performed on May 22, 2003 and the results are presented in Table 1. We understand that Gamba and Associates will design the septic disposal system. If there are any questions or if we may be of further assistance, please let us know. Sincerely, HEPWORTH - PAWLAK GEOTECHNICAL, INC. 1. P g Steven L. Pawlak, P. 15222 y SLP/ksw ���F • O attachments Figure 1 - Lo aF colation Test Holes Figure 2 - Gradation Test Results Table 1 - Percolation Test Results cc: Ragged Bear Ranch Construction - Attn: Bill Vannice Gamba & Associates - Attn: Carter Page Job #101240 Gec�teCt1 APPROXIMATE SCALE 1"=40' r-----------------------------\ i \ PROPOSED SEPTIC DISPOSAL AREA PROPOSED RESIDENCE P 6 (EX} EXCAVATION) N) P 4 PROFILE PIT 1 P5 f / J / / LOT 5 / HIDDEN MEADOWS i / BUILDING / / ENVELOPE ------------------------- j-------- � NOTE: PERCOLATION HOLES P-1, P-2 AND P-3 AND TEST RESULTS PRESENTED IN H—P GEOTECH REPORT DATED MAY 15, 2001, JOB NUMBER 101 240. 1101 240 1 GEOWEORTH—PAW NC. I LOCATION OF PERCOLATION TEST HOLES I Figure 1 ------...--••---------------•--•-•----------•-----•-••-•--•-••------••----•-- •----- ..... ..._......-... ----•- .... .--------•-------------------------••---- 0 From . Lani White t-iD.). FRGPEK T Y ' PhI;NE I-ir_,. . ;•.JL: y�:�cc�� %tov. 1.3 1'396 ice' FJ9Pt l P02 STANDARD BACTERIOLOGICAL WATER TES? t?Iv'. ;�--� .i�r��� _ ursL.-Jl7Aot r � ASPEN CONSCXIDATW SANIUTION NSTAwT 04t* XI"RVXC CENTER Dii!'U _ ASPEN, CCLORADD $101 s 197U) 92i -7�62 —._6./ — -- ' SAMPLE TAKEN: DAT£Imo. jl9TitAH _1 ; _` Li��i y r nx,d_ it LiiiJi+�t+� ,pi•AL f:[_%U!ITY .1S�S� � Y1.. —.. . �+SidPt f•ti �.1� 11+ � � r h t P6tvUFL . _—t;'•s+" l ( I commt1Ni F Y 8UPPt V { ; nUU I We U14tklrjU'fI0 t CYbA il0 uFhl iI NON COMMUNITY ( i CHUG SAMPLC ( I PR(X LG ; WAT P 3.i_Jt1 ±E:; C. �i!►ti :r�Lir+3i`i�'�,"l rus+iL i • ' 1 01 Ntfi PUDLIC i ) RAw +, I G AUUNR SvRFA.,L ;i! {_—Vii:.„ATG ggr.TI4 { r'Ii1tTA t i I $P'rGsA: F ii^O�C 6iiN alt P "N07f IF ALl INFORMATIONNOT WPPLIED, 744E SAMPLE WILL 012Diss.Olft 15 REMARKS: RFT13m TO ` I (R W�C �;T -lA`f � ar �. �. � - — - — -- - -- _ 'irl' UL MOTH �I.E QA i,/Isr�ib G'�LIF�.,NM1S j �” r i WitRWYONS ON OACK PAGE = . - F;SR 0 ' �x;��t.�ltt 3fx'� Cf `SPI Ul'� E ' �R TtM4E 4t A714.NS; RAtdpLING iNS'fR(V IONS AND DEFiNITINt. .jVIT ............................. ....................... --------... ----... ............ ........................................ : L n! White Em F' IY , . w e I±: : »2= 3' . 11 --DE:, 12: F!� 1 . .�� -- Aspen co+ olids d ba"ItafiOn Di& O +rt 565 Nurth Mill Street FAX% (3 3) 925-2537 Asp■a, CrlArado DIMI INV" Icr BIL -En TO. LAHI WHIT[ BO 1033 ARKN, CO 010.2 Tor ms- tRT !s P.0.■! uantiiy »esrfirtioa I Total (o;lfa£n m»<r• PLEASE. REMIT Qk OR aEECe[ Nnv. 2,919, 1996 !o AVA1§ LAT CHARGES.:., LAB R[S T& ARE LN'': g..,._. I lmz:i=� ■■ |� §8 ?4 Nov 06,9& Tutal ■ 12.00 Lab b Dir... . Brian S. L: C(. -t t-.. r' JOHN C. KEPHART & CO. GRAH AMON [HURAIRE 435 NORTH AVENUE ♦ PHONE: (970) 242-7618 ♦ FAX: (970) 243-7235 ♦ GRAND JUNCTION, COLORADO 81501 - — ANALYTICAL REPORT — Received from: Samuelson Pump Co. PO Box 297 rler;(-Jood Springs, CO B1602 945-63091 FAX 947-9448 Laboratory No. 5935 water - Sample Customer No. . •-.._ , i .� 1 , .�T 3 Date Reported 6/6/0.-L Date Received .935 Limits for Drinking Suggested Lab fii.imber Sample ID Van Li eSi)oi_it Old Well by Colo. Dept. HealthalHealth ,... 0.000 mg / l 0.05 mg / l Barium(Ba) r, _ .. �..:: Mg/l 1 2.0 fig / l Cadmium(M1 0.(_)1_0 ) m Jl _ 0.005 mea/1 Chromium(Cr) 0.003 mg/1 0.1 mg/l Fluoride(F) 0.40 mg./l 4 mg /l Lead(Pb) 0.001 mg/l 0.015 mgll Mercury(Hg) 0..l )L) )00 mg/1 0.002 mgr l Nitrate(N) 0.16 mg/l 10.0 mg/l selenium(se) i.).�jr_0 Mgll 0.0 mg/'1. __ 0.0000 mg / l i } .. t 5 0.05 mg / l _ color(co/pt unit) (7_) - p i� 9.12 C..orifluctivit'y@25 i=1i=g. C, 1020 t-ifhoslC.ni Sodium(Na) 200 Mg/l .:_0 mg/l calcium(ca) 3 mg/l 125 5 mg/1 Magnesium(Mg) .:: mg/1 pot c.:.s1Lila)(K) 0.9 lig/ l Chloride(CI) 4 mg/l 250 := u l = a j_: it (S L:)-1) � 1 M g / l 250 mg/ . Phenol. r''t 1 1•:: a 1 .L r'::L tyC_ .=tCU := ? 60 Mg/l Total H1. k ai i ni.r y (C:aCOM 462mg/ 1 Bil_.-ir t.IlJff:li.l-_ EHL.•t.JM 414 mg1l L: Cil r E; i::, I i i_i ._ ._ ({'�: Li •�. i �'' .. 717 fi"Il "7 i 1 ilig t l -. Dissolved Solids 15fni - - - 200 _ -I�;r•cir;e� (C.CC�':) f 0.75 1 Bor on (Y) 0.00 mg./l Gopper(Cw 0.002 mg/l 1.0 mg/1 iron(Fe) Manganese(Mn) (_i , )t_) mg 1 l 0 . i) 5 mg / l Molybdenum(MO) 0.000 irg/l Ammonia(N) 0.18 mg/l 1-hosphate P i=). 03 mg/l Zinc(Zn) Total L.. Ci 7. f i_n' ;:i I� �I c {:. E: r �..=1 colonies/ _ .L 100Ml io0ml Lab b Dir... . Brian S. L: C(. -t t-.. r' JOHN [KE�B�� ART&CO. RAH MUM REVUE 435 NORTH AVENUE 4 PHONE (970) 242-7618 0 FAX 243-7235 + GRAND JUNCTION. COLORADO 81501 NOTES on sample # 5935 : Van Lieshout Old Well Your water tests show levels exceeding drinking water limits forr Sodium: This might be of concern for those on sodium -restrictive diets! and would have to be accounted for in daily intake - 200 milligrams sodium for each liter of water consumed. Dissolved Solids: In this sample consists of mostly Alkalinity andter Sudium, this is a total reading of all salts dissolved into the wa , that simple filtration will not alter. William T. Van Lieshout Sent by: William T. Van Lieshout 06/03/2003 07:33 AM To: Whom It May Concern cc: Subject: Lot 5 Community Water Rights This is to confirm that the owner of Lot #5 (currently Roger D. Nicholson and Bobbie A. Brazzell) has the right to 1/5 of the Hidden Meadows Property Owners Association (HMPOA) Community Well and Water System. This right is granted by the HMPOA Declaration of Covenants and Restrictions, dated August 8, 1979. This well is currently shared by only two of the five property owners and is of adequate supply to support additional hookups. This community water system is well maintained and the water is of very high quality. I am, as the owner of Lot #3, one of the two current owners connected to the system and have used this water for household purposes since 1996. During this time I have always found it to be of adequate supply and of the highest quality. Wx5a"--�- QQL'A&Az� William T. Van Lieshout President Hidden Meadows Property Owners Association -- —� �--• ��w r asasw�nobarenHrchitect s 9709279676 DETERAGNATION OF THE HEARING 011{FICER OF THE COMMUNITY DEVELOPMENT DEPARTMENT OF PPTKIN COUNTY, COLORADO, APPROVING THF BRAZELi.JNICHOISON 104I HAZARD REVIEW Determination No.I III RECITALS 1. Bcbbic Brazell and Roger Nicholson ("Applicant") have applied to the Pitkin County Hearing Officer ("Hearing Officer") for 1041 Hazard Review approval to establish a building envelope for a new single family residence and accessory structures. 2. The parcel is located on the east side of Snowmass Creek Road, and is rnorc spec.tically described as Lo; 5, Hidden Meadows Subdivision. The property is zoned RS-30/PUD and contains approximately 6.5 acres. 4. The Board of County Corr. missionem approved the final plat for the Hidden Meadows Subdivision in i977, theretbre, development on the lot is exempt from growth management up to 5.750 square feet of fluor ares. 5 The Hearing Officer considered this application at a duly noticed public hearing on November 26, 2QU2, at which time evidence and testimony were presented with respect to this application. b. "lite Hearing Officer finds that the building envelope contains slopes of less than 15=%, and that the proposed driveway on slopes in excess of 30% complies with exception specified in Section 3380- 050(C)(2)(a) of die Code; that the building envelope avoids the 100 year floodplain of Snowmass Creels and riparian areas adjacent to Cie creek, and is not within any critical wildlife habitat areas; cold the wildfire hazard is rated as mediumrsevere and can be mitigated. 7 The Hearing CJfficer encourages the Applicant to work with the owner of Lot 4 to deterrn irte if access through L.cn 4 is possible, and accordingly approves two alternate accceas envelopes, only one of which may accommodate the driveway to the residence. NOW THEREFORE BE IT RESOLVED by the Pitkin County Community Development Hearing Officer that he does hereby approve the BrazellfNicholson 1041 Lazard Rei iew, subrect to the following conditions. which shall run with the land ar:d be binding on all successors in merest. Prio- to submission of any earthmoving, access, or building permit applic<.tton,., the Applicant shall submit a 1041 Hazard Review Site Plan to the Communi y Dev,:iopment Department for approval and recording. The site plan shall also be suorratted in digital 46 -ma, for integration into the Corrr,,y's G1S system. The mylar copy of the site plan must be signed b} the owners prior to submittal for recording. The site plan shall be amended as follows: A. Designate two alternate access envelopes for the driveway; one from tht; east side of tyre lot acral -s the steep slopes, and one from the driveway on L of Q at r't point where the driveway is closest to Lot 5. Include a note specif',ling that only one driveway may be constructed p.2 mar ei uj ud:jtip PalominoHarthRrchitects C Hearing Officer Determination No.�-1002 Page 2 9709279676 0 Prior to submission of a septic permit for the residence, the Applicant shall provide documentation ol'au adequate quality and quantity of water from the well to the Environmental Health Depamnent. P, for to submission of any building permit applications, the Applicant sliall: A. Obtain an access/driveway permit fiom the Cour:ty Engineer. B Obtain fireplacelwoodstove permits from the Commun°ty Development Department, if necessary. C Submit a drainage and erosion control plan for review and approval by the County Engineer. D. if the residence exceeds 5,000 square feet, submit a Traffic and Parking Management Plan in accordance with the Asset Management Plan for review and approval by the County Engineer. 4. Prior to issuance of arty building permits for the residence, the Applicant shall: A. Pity the applicable road impact fee. B. Obtain approval of a septic penn't from the Environmental Health Departmert. The System shalt be located within the approved building envelope, and must comply with the setback requirements from surface and groundwater sources. A qualified professiona'. engineer must design the system Prior to commencement of any earthmoving or construction activity, Cie Applicant shall stake the corners of the buadirg envelope. These stakes shall remain in place until issuance of a Certaicate of CtLcupancy. 6. The Applicant shall comply with the following measures to mitigate impacts towildlife: A. Dogs shall be kenneled. B. Native vegetation shall be maintained outside of die building and access envelopes. No riparian or wetland vegetation shall be damaged or removed C. Provide waste storage that complies with BOCC Ordinance leo. )i0-2001. Verification of compliance shall be provided prior to issuance of a certificate of :)Qcupancy. D7 Avoid frait-bearing trees and shrubs in any landscaping withir. 20 feet of structures due to the high level of black bear activity in this area. E. An orange safety fence shall be installed around the building site to prevent any unnecessary vegetation disturbance during construction. A silt fence shall be erected along the western boundary of the building envelope, and shall remain in place throughout construction. F. Fencing outside of the building envelope shall comply with the wildlife fencing standards in the Code. G. Livestock or horse grazing is prohibited within the riparian corridor. Hay shall he fenced at the owner's expense with 8' mesh game -proof fencing. The Applicant shail comply with the following wildfire mitigation standards: p.3 oruaC;ZJb/b p.4 ., Hearing Officer Determination No.�-270:? 3 A- For a distance of 15' around all st,.rc7rn:s. maintain vegetation ata height o''6" or less with mov, ed grass, Ic-w growing perennials or hardscape. Woody vq, i;ition shall not be pier trcl within this perimeter. B. Maintain mowed lawn beyond 15 feet and up to 30 feet of all structures. C NN ithin 100 feet of all structures, remove standing dead cortonwood w aspen. C. Within 100 feet of all structures, tHil conifers so that the spacing between remaining trces is no closer than 10 feet measured from the outermost branch. The lower limbs of remah;ing conifers shall be removed up tc half of the total height of tic tree E,. (;iamb.,! oak within 100 feet of all structures shall be thinned a -id clumped. such t;tat the maxirnurr, diameter of remaining clumps is 2 times the height of the existing shrubs. ana the spacing between clumps is 2'i2 times t!ie existing height of fire shrubs. 1'. Remove all deadfall within 150 feet of all structures. G. hoofs shall be constructed with a noncombustible Class A ruvi covering un a Class A roof assembly Wood shake/shingle roof coverings are prohibited. Rrx)fs with less than a-33,32 pitch are not permitted in :041 Wildfire Areas unless they comply with the following: l! A]I roof coverings shall be noncombustible materials as defined in the Uniform Building Codc (UHC) 1997 Scctian 1504 and installea on a Class A roof assembly. 2) All roof coverings shall have a surface that shall facilitate the nature! process of clearing the roof. 3) All roof designs shall facilitate the natural process of clearing roof debris. Protrusions above the rootline, such as parapets, shall be prohibiter'. 4) Roofs snail 7e installed as required by UBC 1997 Chapter 15 and :hail !rave a minimum slope of 1:48. 5), All roof designs, coverings, or equivalent assemblies shall be specifically approved by the Fire Marsha; prior to submittal of a building permit appG<:atiori. H. b',�!nts shall be screened with corrosive resistant wire mesh with mesh V. inch maximum. I Roofs and gutters snalI be kept clear of debris. J. Yards shall be kept clear of all litter, slash, and f'ami-sable de uis. K. Ali r]antmable materiais and firewood, Rood piles shall bestored on a parallel contour a rninirovin of 15 feet away from any structure L. Swiirining pools or pends stall be accessible to Fire Department vehicles Nt. Fences shall be kept clear of brush and debrie. N N ood fences steal! not connect to the structure. ucl tanks shall be installed underground witn an approved cunt,:iner. P. P,:wane ranks siall be installed according to NFPA 48 standards and un a contour away frorn the structure with standard defensible space vegetation viii aticr. around zny above srcund tank. Any wood enclosure aronr^d the tank shali be constructed with materials appreved for 2 Hour fireresistive construction or, the exterior side of tie walls. V Each structure shad have a mininurrn of one 10 pound approved ABC fire CNTinguisher placed in a visibleand accessible locati,m. R. Addresses shall be clearly marked with 2 inch non-combustible lavers aad shall be vi{:io e and installed c:n a non-combustible pest. S ;Vow utiliri lines shall be buried within the driv:x%ay. L:tteriot ,ight.ng shall comply with the Cor sty's lighting, regalatic is in afire at the time of is !stI latiuIv -' �-• ��• '•'r �.aoainoetaf Ch HrChitlCtS i Hearing officer Determination _No.-Z1Jfi2 page 4 9709279676 i 9. No development, including grading, excavation, fill placement, berm ing, landyeaping, v6getatirn removal or disturbance, or septic system sl -4,11 occur outside of the approvCe- buiidin2 elrvelope. veand driveway extension and envelopes. maintenance shall occur within approved building or access lo 10. All areas disturbed by construction shall be revegetated wirh nat,ve shr,!bi and grasses ro litni` water consumption and additiunaJ runoff within one growing sensor; of the project's completion l 1. The property shall be li:nitcd to a maximt.tn of 5,750 square fret o;floor area vxrmpt fioirf growth management. 1-'• The Appi icant shall adhere to all material representations made in the application or in public meetings or hearings and shall consider those representations to be �on:litio,ls of approval, unless amended by Other conditions. 13. Statutory vested rights for the approval contained herein are granted pur,uaa; to t'.4e Pitkin County Land Use, Code and Colorado Statutes, subject to the exceptians set forth :'I Piticui CouniN, Lard Use Code, § 4-140 and C.R.S., § 24-68-105. The statutory vested rights granted herein shall expire on Nov anber 26, 20(15. NOTICE OF PUBLIC HEARING PUBLISHED IN THE ASPFT TT, Wj,' FKL1- (WIthe 26(11 day of October, 2002. - " APPROVED AND ADOPTED this 26th day of November, 2001 PUBLISHED AFTER AD()UION F R VESTED RRAL PROP RTY RIGHTS is the .Aspen Times Weekly on the day of'UO2. Isabel Ramirez Atmimstrative Assistant APPROVED AS TQ.F0RN4;---John v . '""�tturne} PBU2, NICPVA'1440 00i COMMUNITY DL,,'E1.OPN1ENT DEPARTMENT REARM; OFFli"L. It OF PITKIN COUNTY, COLOR.ADo - Iarc�es K. True, l�c;aring Ulcer Dete o -:_--- APPROVED AS TO C'0'4TEN'r: Cinty ficuben, Community De%clopmnit Director p.5 CALCULATION FOR LEACFI FIELD SIZE Bobbie Brazzell & Roger Nicholson Lot 5, Hidden. Meadows Subdivision, 5724 Snowmass Creek Road, Snowmass, CO 81654 PROPOSED DESIGN IS FOR A 5 BEDROOM, 5,724.3 SQUARE FOOT SINGLE FAMILY RESIDENCE. ACCORDING TO PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT, TO CALCULATE SEWAGE FLOW ASSUME TWO PERSONS PER BEDROOM USING AN AVERAGE DAILY SEWAGE FLOW OF 100 GALLONS PER PERSON PER DAY. (5 BEDROOMS) x (2 PERSONS PER BEDROOM) = 10 PEOPLE AVERAGE DAILY SEWAGE FLOW = (10 PEOPLE) x (100 GPD/PERSON) = 1,000 gpd MAXIMUM DAILY SEWAGE FLOW = (1.75) x AVERAGE DAILY FLOW (1.75) x (1,000 gpd) = 1,750 gpd MINIMUM SEPTIC TANK SIZE: (30 hr. DETENTION) + 257 FOR GARBAGE DISPOSAL. 30 hr. = 1.25 DAYS TANK SIZE = MAX. DAILY FLOW x 1.25 x 1.25 = 1,750 x 1.25 x 1.25 2,734 gal. USE ONE (1) 1;500 gal. AND ONE (1) 1,250 gal. CONCRETE SEPTIC TANK: TOTAL VOLUME = 2,750 gal. THE ABSORPTION AREA (A) FOR A NORMAL GRAVEL TYPE LEACH FIELD IS CALCULATED USING THE FORMULA: A = Q x t 5 Where: Q = MAXIMUM DAILY SEWAGE FLOW = 1,750 gallons per day t =-MAXIMUM PERCOLATION RATE = 40 min/in. [per HP Geotech report 101 240 of 05/20/03] - FIELD 5/20 03] - FIELD VERIFIED AT NEW ABSORPTION FIELD SITE. THEREFORE: A = (1,750) x V 40 = 2,213.59 sq. ft (SAY 2,214 sq.ft.) 5 According to the Colorado State Department of Health, and Pitkin County Regulations, for the design of a leach field using grovelless chamber units in a TRENCH configuration, a reduction of up to 507 in the size of the absorption area is allowed. Accordingly, a 507 reduction will be applied to the absorption field size. THEREFORE: The number of STANDARD INFILTRATOR units required is: ABSORPTION AREA(0.50)/AREA of 1 Infiltrator Unit 2,214(0.50) = 1,107 sq.ft./15.5-sq.ft./unit) = 71.42 units (rounded up to 72 units MINIMUM) The Infiltrator units are 3 -feet wide by 6.25 -feet long. The State and Pitkin County regulations require a minimum separation between units in a TRENCH configuration of 6 -feet of undisturbed soil between the trenches. The TRENCHES shall be constructed to conform as much as possible to the site contours, maintaining the required minimum separations to all features, in accordance with Pitkin County Environmental Health regulations. In order to keep the individual TRENCH lengths under 100 -feet, and to provide equal trench lengths, a configuration of 6 trenches in width (48 -feet) each trench being 12 units (75 -feet) long, is proposed, the total number of units therefore will be 72. MINIMUM HORIZONTAL DISTANCES IN FEET BETWEEN COMPONENTS OF SEWAGE DISPOSAL SYSTEM AND PHYSICAL FEATURES, per Table Il, Page 29, Pitkin County ISDS Regulations. SETBACK FROM WELL: 100' + 8' per every 100 gal./day over 1,000 gaL = 100' + 8'(1,750 - 1,000)/100 = 160' SETBACK FROM STREAM: 50' + 8' per every 100 gal./day over 1,000 gal. = 50' + 8'(1,750 - 1,000)/100 = 110' 1,250 gal. SEPTIC TANK - WITH BAFFLE AND ZABEL A100-8x26-VCF FILTER 1,500 gal. SEPTIC TANK - NO BAFFLE - SEE DETAILS THIS SHEET PUMP CHAMBER - SEE DETAILS THIS SHEET v JOIN FIRST (1,500 gal.) AND CLEANOUT - SEE SECOND (1,250 gal.) TANKS BY DETAILS THIS SHEET SIDE PORTS INSPECTION PORT (typ.) - SEE DETAILS THIS SHEET INFILTRATOR TRENCH SYSTEM: 6 TRENCHES, EACH 12 UNITS LONG = 72 UNITS TOTAL - SEE DETAILS THIS SHEET SEPTIC SYSTEM COMPONENTS LAYOUT 4" PVC RISER W/ PLASTIC VALVE BOX COVER. TO BE PLACED NEAR ENDS OF TRENCH. NOTCH BOTTOM OF RISER PIPE. CAP END OF FEEDER PIPE INSPECTION PORTS: 4" PVC RISER W/ PLASTIC VALVE BOX COVER, TO BE PLACED @ APPROX. CENTER OF INFILTRATOR, WITHOUT DISTURBING OR DAMAGING THE PERFORATED DISTRIBUTION PIPES. 4" NOTCH TO BE CUT INTO BOTTOM OF PIPE. (typ.) CROSS SECTION OF 1,500 GALLON PRECAST SEPTIC TANK — WITHOUT BAFFLE NTS 2' (min.) STANDARD INFILTRATOR LEACHING CHAMBER, O.A.E. SYSTEM SHALL CONSIST OF 6 TRENCHES, EACH 12 UNITS LONG (75 ft.) 7E.01 TANG -IO -TAN( PH*Mk T NK CONNECTIONS ARE SHOWN END-TO-END FOR 4RITY. ACTUAL CONNECTIONS TO BE MADE FROM D TO SIDE PORTS IN SEPTIC TANKS. PIPES ENTERING D EXITING SEPTIC TANKS SHALL BE EXTENDED SUCH AT THE OUTLET AND INLET -TEES" SHALL BE VISIBLE D ACCESSIBLE FROM THE INSPECTION PORTS. 4" PVC SEWER PIPE MINIMUM SLOPE = 29 -----� ------------------------ ------------------------ 6" CLASS 6 BEDDING COMPACT SUB -BASE TO 959 MODIFIED PROCTOR- (typ. UNDER ALL STRUCTURES) 1 3' PVC DISTRIBUTION PIPE. DRILL ONE-QUARTER INCH DIAMETER (4') HOLES, ALTERNATING ONE (1) @THE 3 O'CLOCK POSITION, FOLLOWED BY ONE (1) @ THE 9 O'CLOCK POSITION, EVERY 2.5' ALONG THE PIPE INSIDE OF THE INFILTRATOR CHAMBERS. DRILL ONE (1) ONE-QUARTER INCH DIAMETER (4") HOLE @ THE 6 O'CLOCK POSITION AT THE FAR END OF EACH TRENCH, TO ALLOW THE PIPES TO DRAIN COMPLETELY. PLACE AN 8" x 8" CONCRETE BLOCK UNDER THE DRAIN HOLE. I Dp p A, 0 p D d p D 8 pD • ° ° p \BACK FILL WITH EXCAVATED MATERIAL ° p (SEE INFILTRATOR INSTALLATION INSTRUCTIONS) ° p ° N SCARIFY EXCAVATED LEACHING SURFACE (KEEP HEAVY EQUIPMENT OUT OF EXCAVATED AREA) ENTIRE LEACHING SURFACE TO BE LEVEL WITHIN + 0.05 FEET. T P cy9yFRLyA BACK FILL WITH jj� / EXCAVATED MATERIAL � (SEE INFILTRATOR o INSTALLATION o INSTRUCTIONS) �' e\\\ 5.0' — 12' SCh. 40 PVC PIPE � (tmJ NATURAL GROUND O (SLOPE = 209 f) I" TEE (typ.) 9 �1 4" Sch. 40 — PVC ELBOW PIPE FROM (typ') PUMP CHAMBER 12' 90- ELBOW 3.00' 6.00' LOWEST TRENCH ONLY (typ.) (min.) 14" EXTENSION INFILTRATOR LEACHING CHAMBER O.A.E. EACH TRENCHE SHALL BE 12 UNITS LONG, THERE ARE TO BE 6 TRENCHES IN TOTAL TYPICAL END SECTION OF LEACH FIELD TRENCHES N.T.S. 24" CONCRETE COVER / STANDARD 20" METER PIT SECTIONS 331 (0.4)D1 4' PVC 90' BEND ZABEL SMARTFILTER EXTEND FILTER. ALARM UNIT HANDLE TO JUST UNDER ACCESS LID \ '60NDUIT FOR SMARTFILTER WIRES FLOAT BRACKET 4" TEE 4" PVC SEWER PIPE m;r, MINIMUM SLOPE = 29 ------------- 14" --- (0.4)D2 D2 CROSS SECTION OF 1,250 GALLON PRECAST SEPTIC TANK —WITH BAFFLE N.T.S. ZABEL A100 8X26 VCF-FP EFFLUENT. FILTER- WITH SMARTFILTER ALARM 48" ONE PIECE SECTION SAND TRAP OR GREASE TRAP (MANHOLE) JUNCTION BOX SEPTRONICS, Jiffy -Junction Pedestal Unit, STANDARD JJ Series O.A.E. - POLYROPE FOR PUMP REMOVAL 111 1' ...... 2.00' (min.) 3.00' (min.) COVER OVER EXCAVATION INFILTRATORS 7E.01 TANG -IO -TAN( PH*Mk T NK CONNECTIONS ARE SHOWN END-TO-END FOR 4RITY. ACTUAL CONNECTIONS TO BE MADE FROM D TO SIDE PORTS IN SEPTIC TANKS. PIPES ENTERING D EXITING SEPTIC TANKS SHALL BE EXTENDED SUCH AT THE OUTLET AND INLET -TEES" SHALL BE VISIBLE D ACCESSIBLE FROM THE INSPECTION PORTS. 4" PVC SEWER PIPE MINIMUM SLOPE = 29 -----� ------------------------ ------------------------ 6" CLASS 6 BEDDING COMPACT SUB -BASE TO 959 MODIFIED PROCTOR- (typ. UNDER ALL STRUCTURES) 1 3' PVC DISTRIBUTION PIPE. DRILL ONE-QUARTER INCH DIAMETER (4') HOLES, ALTERNATING ONE (1) @THE 3 O'CLOCK POSITION, FOLLOWED BY ONE (1) @ THE 9 O'CLOCK POSITION, EVERY 2.5' ALONG THE PIPE INSIDE OF THE INFILTRATOR CHAMBERS. DRILL ONE (1) ONE-QUARTER INCH DIAMETER (4") HOLE @ THE 6 O'CLOCK POSITION AT THE FAR END OF EACH TRENCH, TO ALLOW THE PIPES TO DRAIN COMPLETELY. PLACE AN 8" x 8" CONCRETE BLOCK UNDER THE DRAIN HOLE. I Dp p A, 0 p D d p D 8 pD • ° ° p \BACK FILL WITH EXCAVATED MATERIAL ° p (SEE INFILTRATOR INSTALLATION INSTRUCTIONS) ° p ° N SCARIFY EXCAVATED LEACHING SURFACE (KEEP HEAVY EQUIPMENT OUT OF EXCAVATED AREA) ENTIRE LEACHING SURFACE TO BE LEVEL WITHIN + 0.05 FEET. T P cy9yFRLyA BACK FILL WITH jj� / EXCAVATED MATERIAL � (SEE INFILTRATOR o INSTALLATION o INSTRUCTIONS) �' e\\\ 5.0' — 12' SCh. 40 PVC PIPE � (tmJ NATURAL GROUND O (SLOPE = 209 f) I" TEE (typ.) 9 �1 4" Sch. 40 — PVC ELBOW PIPE FROM (typ') PUMP CHAMBER 12' 90- ELBOW 3.00' 6.00' LOWEST TRENCH ONLY (typ.) (min.) 14" EXTENSION INFILTRATOR LEACHING CHAMBER O.A.E. EACH TRENCHE SHALL BE 12 UNITS LONG, THERE ARE TO BE 6 TRENCHES IN TOTAL TYPICAL END SECTION OF LEACH FIELD TRENCHES N.T.S. 24" CONCRETE COVER / STANDARD 20" METER PIT SECTIONS 331 (0.4)D1 4' PVC 90' BEND ZABEL SMARTFILTER EXTEND FILTER. ALARM UNIT HANDLE TO JUST UNDER ACCESS LID \ '60NDUIT FOR SMARTFILTER WIRES FLOAT BRACKET 4" TEE 4" PVC SEWER PIPE m;r, MINIMUM SLOPE = 29 ------------- 14" --- (0.4)D2 D2 CROSS SECTION OF 1,250 GALLON PRECAST SEPTIC TANK —WITH BAFFLE N.T.S. ZABEL A100 8X26 VCF-FP EFFLUENT. FILTER- WITH SMARTFILTER ALARM 48" ONE PIECE SECTION SAND TRAP OR GREASE TRAP (MANHOLE) JUNCTION BOX SEPTRONICS, Jiffy -Junction Pedestal Unit, STANDARD JJ Series O.A.E. - POLYROPE FOR PUMP REMOVAL 111 1' ...... Brazzell-Nicholson Bra zzell —Nicholson Lot 5' Hidden Meadows SHEET NO. :'••�E•• ISDS Details 5724 Snowmass Creek Road ■fY� Snowmass Village, CO 51654 = '.;'; ',�• • ••''�u�`�.` ` „' G A M B A (949) 474-2259 (Inane, CA) 2 SCALE: NOT TO SCALE DATE: March 27, 2003 DRAWN BY: tcp r SHEET: 21112 PROJECT: 03387 CHKD BY: cbf 1 05/29/03 REVISED TO TRENCH MTEM,WITH PUMP tCP cbf IT t DRAWING Rruuell-Hicholsan SITe rerosA7 03drR 870/945-2550 WWW.GAMBAENGINEERING•COM DATE REVISION NO. BY BY BY DIRECTORY: HA03MARevised Mum\ CROSS SECTION OF PUMP CHAMBER N. S 5'min. COVER 48" DIA. PLAIN CASING HEIGHT TO MATCH CONDITIONS. 1 z" CHECK VALVE DISCHARGE TO INFILTRATOR TRENCHES 1 2'" ELBOW 1 i" Sch. 40 PVC - 1 �" COMPANIONS PIPE N) ON c SUPPLY FOR wpnaC • ASM 1 2'— BARNES, ALL WIRING FOR SMARTFILTER ALARM, EFFLUENT PUMP, "EZ—OUT BASE, CONTROLS AND ALARMS TO BE INSTALLED IN ACCORDANCE WITH ALL STATE AND LOCAL CODES- O.A.E. HYDROMATIC PUMP OSP50 (� hp. pump) (Avg. Rate = 40 gpm) Avg. Dose = 250 gallons Avg Doses per day = 4 NOTE: AS -BUILT ELEVATIONS OF TOP OF LEACH FIELD DISTRIBUTION LINE AND PUMP CHAMBER SHALL BE PROVIDED TO THE DESIGN ENGINEER TO VERIFY THE PUMP SPECIFICATIONS. ...... Brazzell-Nicholson Bra zzell —Nicholson Lot 5' Hidden Meadows SHEET NO. :'••�E•• ISDS Details 5724 Snowmass Creek Road Snowmass Village, CO 51654 = '.;'; ',�• • ••''�u�`�.` ` „' G A M B A (949) 474-2259 (Inane, CA) 2 SCALE: NOT TO SCALE DATE: March 27, 2003 DRAWN BY: tcp GAMBA & ASSOCIATES, INC. CONSULTING ENGINEERS & LAND SURVEYORS SHEET: 21112 PROJECT: 03387 CHKD BY: cbf 1 05/29/03 REVISED TO TRENCH MTEM,WITH PUMP tCP cbf IT REV MADE CHKD APPD DRAWING Rruuell-Hicholsan SITe rerosA7 03drR 870/945-2550 WWW.GAMBAENGINEERING•COM DATE REVISION NO. BY BY BY DIRECTORY: HA03MARevised Mum\ g ASSOCIATES 1 113 NINTH ST., STE. 214 P.O. BOX 1458 GLENWOOD SPRINGS, CO 81602 ERY / / , EXISTING WELL SITE: PERMIT 1161108• ISSUED: 11/21/2000 EXISTING RISER PIPE – POSSIBLE , LOCATION PER PITKIN COUNTY ISDS PERMIT. REPLACEMENT WELL SITE L SATELLITE DISHi { O % 1 �r LOT 4 j FUEL TANK O o IXISfING DRIVEWAY HIDDEN MEADOWS- 90'0'00"E 98 49�_,1) &/ , I ' /%%%i///��i� , ILDING ENVELOPE R69 \ 50.0 NT I `A�v�• \ l / / oo A N- �' LOT 5 \\ (/ i ��\�� i l ► ,t!• ii / / l 3NN_ — — HIDDEN MEADOWS 5724 Snowmass Creek Road. I I I I \� I I \ //PROPOSED RESIDENCE: q �� \ / _ AREA: � (` / / f l I Ill X / / j I I I / Main Level: 3,582.2 s ft. i Bedroom A R E A. 6.7 0 A C. I— U es Level: 5,724. soft. 4 Bedrooms / T / Totals: /5.724.3 sq.ft. 5 Bedrooms PEDESTRIAN 1 ! / c^y EASEMEN7 � � � I I � I I / / ! /„ / // �II�II �� / // / ' �'o _ , \ ' // ?,70-� �/ C�ll/l' � I I i� �(! �/ I Illi i/, -///� � � � /l • ��� �� �, / � �_ � � �� � _ � � � � � �/ �J ; f � ////i � �To �,.-�� � /�� %l1I11/ i t f 1110.00• I III / / / / 'j �� I // // /! �'� / �,�NP'1 / i// }fV I I f �r I I l r l \\{ \ I STREAM OFFSET / pp I �� / / p:°' r/ / EXISTING CMP // 75 )1RENCN) � " /� CULVERT 1 il'il I I � I I, f r �,, / � � � , , � � l / ,� � � lji ,,, ►r/ �- (,2 �n� -��- I��il&/ 26.) l232o111 /Al '� I 1 I I1 //ll �l I � � ' \r ` L+.1 � r. ' � /) )/// ii/llll • � PT �. � / �-- � � j % /// J/ � J/ % / // �j l/ill/ / / - / % / �� �a� LEGEND PERGOLA ON IAND 4 g0 i i ' ORIGINAL PERCOLATION TEST HOLES �i / / /%/ PROFILE HOLES �1+ �60i / /PERMITL WELL SITE: / PERMIT 1204078, ISSUED: 07//22/1997 � oQ � � $AO / � NEW PR OSED WELL 9TE / / / 90 `P N 8 O � / //� / /i ��� f QO /// ® ORIGINAL PROFILE HOLE , / / /, ,P��° ✓� PT (separation from septic) / � / / / / / / / / 1 / l l / I l/ 1 / / J/ / //// /' "1 / ✓ / v� / / X1'0 / / J / / // / / / / // / , / / NEW PERCOLATION TEST HOLES %OSZp07 / / / / / /// / / / / / / / aVyWILDCAT P. H.12 NEW PROFILE HOLE RANCH(ALL LOCATIONS APPROXIMATE) ZI /, I / h BUILDING ENVELOPE / o' / / / / �S� �/ / �X,-�; /WATER LNE ESEMENT% a22 w %/// // S L 0 T 6 EXISTING FENCE 1 \ EXISTING WELL \ SITE: PERMIT 1056562, ISSUED: 09/27/2001 \\\ i LOCARON PER WELL PERMIT. HIDDEN MEADOWS 1 1 I I 1 I I I I I 1 I 1 1 1 1 1 I 1 1 1 I 1 I 1 30.00• ROAD EASEMENT 1 1 I I I I I 1 I I I 1 1 1 I I I I 1 1 I I I 1 I 1 I I i I 1 1 I I I 1 I 1 I 1 1 1 I I 1 I t- L - I I I I I I , I I I I 1 I I I 1 1 I I I I / / ERONCIG / / / , 30 0 30 60 90 GRAPHIC SCALE IN FEET 1 INCH= 30 FEET CONTOUR INTERVAL = 2 FEET NOTES: 1) Site survey, building layout and topography by Aspen Survey Engineers. 2) System design is based on (revised) percolation tests and profile hole exploration conducted by HP Geotech, on May 22, 2003, HP Geotech Job Number 101240, with an MAXIMUM percolation rate of 40 min./in, at the locations shown on these plans. 3) All Infiltrator units to be installed in accordance with manufacturers recommendations. 4) Effluent f ter to be located inside the outlet end of the septic tank. 5) Pumping ohamber required per details. ' .... j'-•. ++ Q ••••E F �• V� •• T E �•i e %�A9v••• 3���•���� %1f,", ;7.% " ... ... Brazzell-Nicholson ISDS Site Plan - G_ A M A & ASSOCIATES Brazzell -Nicholson Lot 5 Hidden Meadows 5724 5nowma55 Creek Road Snowmass Vt lage, CO 81654 (949) 474-2259 (Irvine, CA) SHEET NO. — SCALE: 1"=30' DATE: Ma7d127,zoo3 DRAWN BY: tqL GAMBA & ASSOCIATES, INC. CONSULTING ENGINEERS & LAND SURVEYORS SHEET: loft PROJECT: 03387 CHKDBY: cbf 1 05/29/03 RELOCATED ABSORBTIONAREA BASED ONHOUSE SITE CHANGE >4 cbl tcp DRAWING: 0rauell-HhholswSITE-rebs-07-03Aq DIRECTORY: HA03387\11wised Plam\ REV MADE CHKD APPD NO. DATE REVISION BY BY BY 970/945-2550 WWW.GAMBAENGINEERING.COM 113 NINTH ST., STE. 214 P.C. BOX 1458 6LENWOOD SPRINGS, CO 81602 CALCULATION FOR LEACH FIELD SIZE Bobbie Brazzell & Roger Nicholson Lot 5, Hidden Meadows Subdivision, 5724 Snowmass Creek Road, Snowmass, CO 81654 PROPOSED DESIGN IS FOR A 5 BEDROOM, 5;724.3 SQUARE FOOT SINGLE FAMILY RESIDENCE. ACCORDING TO PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT, TO 2' PVC DISTRIBUTION PIPE. DRILL THREE/SIXTEENTH OF AN INCH DIAMETER ( 3 °) HOLES, ALTERNATING: ONE (1)- @ THE CALCULATE SEWAGE FLOW ASSUME TWO PERSONS PER BEDROOM USING AN 4" PVC RISER W/ PLASTIC VALVE BOX STANDARD INFILTRATOR LEACHING CHAMBER, 16 AVERAGE DAILY SEWAGE FLOW OF 100 GALLONS PER PERSON PER DAY. COVER. TO BE PLACED NEAR ENDS OF SYSTEM CONSISTS OF 6 TRENCHES, TRENCH 3 O'CLOCK POSITIDN, FOLLDWED BY ONE (1)-@ THE 9 O'CLOCK POSITION, EVERY 3' ALONG THE PIPE INSIDE OF THE TRANSITION FROM 4" TO 2" TRENCH. NOTCH BOTTOM OF RISER PIPE LENGTHS AS SHOWN ON THE COMPONENTS INFILTRATOR CHAMBERS. DRILL ONE (1) ONE-QUARTER OF AN INCH DIAMETER (g) HOLE @ THE 6 O'CLOCK POSITION JUST BEFORE ENTERING (5 BEDROOMS) x (2 PERSONS PER BEDROOM) = 10 PEOPLE DETAIL AND PROFILE VIEW. AT THE FAR END- OF EACH TRENCH, TO ALLOW THE PIPES TO DRAIN COMPLETELY, PLACE AN 8' x 8' CONCRETE INFILTRATORS j AVERAGE DAILY SEWAGE FLOW = (10 PEOPLE) x (100 GPD/PERSON) = T,000 gpd BLOCK UNDER THE DRAIN HOLE. J MAXIMUM DAILY SEWAGE FLOW = (1.75) x AVERAGE DAILY FLOW--"- — '— (1.75) x (1,000 gpd) = 1,750 gpd D y I 2.00' (min.) 3,00' (min.) 1 j MINIMUM SEPTIC TANK SIZE: (30 hr. DETENTION) + 25% FOR GARBAGE DlseosAL COVER OVER BACK FILL WITH EXCAVATED MATERIAL—� >- y. 30 hr. = L2& DAYS EXCAVATION TANK SIZE = MAX. DAILY FLOW x 1.25 x 1.25 INFILTRATORS- - a >. -(SEE INFILTRATOR INSTALLATION INSTRUCTIONS) •' = 2734 x-1.25 x 1.25 CAP END OF = 2,734 got. FEEDER PIPE USE ONE (i) 1,500 gal. AND ONE (1) 1,250 gal. CONCRETE SEPTIC TANK: TOTAL VOLUME= 2,750 gal. THE ABSORPTION AREA (A)FORA NORMALGRAVELTYPE LEACH FIELD IS CALCULATED USING THE FORMULA: Where: Q = MAXIMUM DAILY SEWAGE SCARIFY EXCAVATED LEACHING SURFACE (KEEP HEAVY EQUIPMENT OUT OF ROW 1,750 = gallons per day EXCAVATED ,AREA) ENTIRE LEACHING SURFACE TO. BE LEVEL WITHIN + 0.05 FEET. T t = MAXIMUM PERCOLATION RATE = 40 min/in. Leer HP Geotech report 101 240 of 05/20/03] �O FIELD VERIFIED AT NEW ABSORPTION FIELD SITE. o .oGS4 THEREFORE: CROSS SECTION OF TYPICAL LEACH FIFLD TRENCH �QCRO A =-(1,750) x V 40 = 2,213.59 sq. It (SAY 2,214 sq,fL) N.LS. yq A 5 �@ C F� According to the Colorado State Department of Health, and Pitkin County Regulations, for the design of a leach field usinggrovelless chamber units in a TRENCH configuration, a reductionof up to 50% in the size of the absorption area is allowed. Accordingly, a 50% reduction will be applied to the absorption field size. THEREFORE: The number of STANDARD INFILTRATOR units required is: ABSORPTION AREA(0.50)/AREA of 1 Infiltrator Unit 2,214(0.50) = 1,107 sq.ft./15.5 sq.ft_/unit) = 71.42 units (rounded up to 72 units MINIMUM). I The Infiltrator units are 3 -feet wide by 6.25 -feet long. The State and Pitkin County regulations require a minimum separation between units in a TRENCHconfigurationof 6 -feet ofundisturbedsoil between the trenches. The TRENCHES shall be constructed to conform asmuch as possible to the site contours, maintaining the required BACK FILL WITH minimum separations to all features, in accordance with Pitkin Count Environmental Health regulations. In order to \. \\ p y n EXCAVATED MATERIAL ATOR keep the individual TRENCH lengths under 100 -feet, and to provide equal trench lengths, a configuration of 6 ( ) g ( ) g proposed, the total number of units (SEE INFILTRATOR trenches in width 48 -feet each trench being 72 units 75 -feet Ion is therefore will be 72. INSTALLATION AS -BUILT Tt INSTRUCTIONS) Ic.� \\'''� (PIPE INSULATED MINIMUM HORIZONTAL DISTANCES -IN -FEET BETWEEN COMPONENTS OF SEWAGE DISPOSAL SYSTEM AND PHYSICAL WITH 'BLUE BOARD') FEATURES, per Table 11, Page 29, Pitkin County ISDS Regulations. _ 4" Sch. 40 � T\ \ " SETBACK FROM WELL: 100' + 8' per every 100 gaL PVCPIPE /day over 1,000 gal. = 100' + 8'(1,750 - 7,000)/100 = l60' i (typ.) SETBACK FROM STREAM: 50' + 8' per every 100 gal./day over 1,000 gal. = 50' + 8'(1,750 - 1,000)/100 = 710' NATURAL GROUND (SLOPE = 20% t) ! / /- 4" Sch. 40 P.V.C. _ ���/ H INSPECTION PORTS: TEE (typ.) 4" PVC RISER W/ PLASTIC VALVE BOX COVER, TO BE PLACED i \� \ PUMP CHAMBER INSPECTION PORT (typ.) ® APPROX. CENTER OF INFILTRATOR, WITHOUT DISTURBING OR i ` �- G DAMAGING THE PERFORATED DISTRIBUTION PIPES. 4" NOTCH TO _... F 1,250 gal. SEPTIC TANK - BE CUT INTO BOTTOM OF PIPE. (typ.). ` J - 4" Sch. 40 45' / PVC ELBOW (typ) 4" Sch. 40 PIPE FROM E Jif PUMP CHAMBER 1,500 gal- SEPTIC TANK C NjS 0 4" -Sch. 40 P.V.C. d O $n'Ly 7, (m2' 1in,) 4" Sch. 40 90' ELBOW 3yP, (rIOn0.7 P i f LOWEST TRENCH ONLY (t ) PO Y2 00 �`� /� 7•,;�/ lV/ �y (mint I NOT SHOWN: \"\`/ TRENCH 2: 13 INFILTRATOR UNITS TRENCH $3:- 12 INFILTRATOR UNITS TRENCH #5. 11 INFILTRATOR UNITS TRENCH #6' 10 INFILTRATOR UNITS RFnrnFnlcF - FACT ,�a �2 t<. 6 O TRENCH #4. 12 INFILTRATOR UNITS CORNER OF GARAGE. PIPE MANIFOLD - 4" Sch. 40 P.V.C. COMPONENTS LAYOUT -T S. INFILTRATOR TRENCH SYSTEM: 6 TRENCHES, LENGTHSANDNUMBER - OF UNITS AS SHOWN. DISTRIBUTION PIPING: 2" Sch. 40 P.V.C. PERFORATED PIPE - INSIDE INFILTRATORS CROSS SECTION OF 1,500 GALLON PRECAST SEPTIC TANK — WITHOUT BAFFLE Pitkin County En vironm en tal Health Permit #03029 TRENCH #1. 14 INFILTRATOR UNITS INFILTRATOR LEACHING CHAMBER O_A_E. TRENCH LENGTH PER PLANS. )TE ON TANK -TO -TANK PIPING:',; ,NK CONNECTIONS ARE SHOWN END-TO-END )R CLARITY. AS -BUILT CONNECTIONS WERE WE FROM AND TO SIDE PORTS IN SEPTIC INKS. 4' -PVC SEWER PIPE MINIMUM SLOPE 2% �► ------------------------- 6" CLASS 6BEDDING COMPACT SUB -BASE TO 95% MODIFIED PROCTOR- (typ. UNDER ALL STRUCTURES) 14" EXTENSION - TYPICAL END SECTION OF LEACH FIELD TRENCHES N.T.S. 24" CONCRETE COVER - ySTANDARD 20" METER PIT SECTIONS FI LEER AS -BUILT, HIGH LEVEL ALARM UNIT EXTEND FILTER INSTALLED IN HANDLE TO JUST GARAGE UNDER ACCESS LID 77 CONDUIT FOR FILTER ALARM WIRES 4" PVC SEWER PIPE 4" TEE MINIMUM SLOPE = 2% ------------- 000 AS -BUILT 2.41' FLOAT AS -BUILT, 12' 10.73' ORENCO BIOTUBE I FILTER & ALARM. ( j CROSS SECTION OF 1,250 GALLON PRECAST SEPTIC TANK — WITH BAFFLE N. T. S. NOTE ON ELECTRIC SUPPLY FOR PUMPS AND ALARMS: ALL WIRING FOR SMARTFILTER ALARM, EFFLUENT PUMP, CONTROLS AND ALARMS TO BE INSTALLED IN ACCORDANCE WITH ALL STATE AND LOCAL CODES. NOTE: IN THE EVENT OF A PUMP FAILURE, THERE WILL BE 2.41 -FEET OF HEIGHT WITHIN THE PUMP VAULT FOR STORAGE. THIS EQUATES TO 30.28 cu.ft. OR 226.5 gal. OF STORAGE VOLUME, BEFORE THE EFFLUENT LEVEL REACHES THE BOTTOM OF THE INLET PIPE INTO THE PUMP VAULT. THIS IS A LITTLE LESS THAN 6 HOURS OF AVERAGE (1,000 gpd) FLOW FROM THE RESIDENCE JUNCTION &.ALARM BOX FOR PUMP AS -BUILT, CHAIN FOR PUMP REMOVAL AS -BUILT - 117' AS -BUILT: 2" x 4" REDUCER 3 ALARM 42• (DESIGN) CROSS SECTION OF PUMP CHAMBER N.T-S- 7— AS-BUILT, COVER OVER DISCHARGE - VARIES. UPPER END INSULATED. AS -BUILT, 1/4' WEEP HOLE DRILLED IN PIPE - TO DRAIN DISTRIBUTION PIPE BACK TO PUMP VAULT AS -BUILT, (2) 2' ELBOWS - 2" CHECK VALVE AS -BUILT: (2) 4" PLUGGED PIPES ENTER VAULT, NOT IN USE. HYDROMATIC PUMP SPD50 (z hp.. pump) (Avg. Rate = 40 gpm) Avg. Dose 250 gallons Avg Doses per day = 4 2"- "EZ -OUT" BASE, O.A.E. (AVAILABLE FROM HYDROMATIC) DISCHARGE TO INFILTRATOR TRENCHES 4' Sch, 40 PVC PIPE �V,tit 4Wrrri �o`� P r •s��p'� yI•; ;�� . , ,�ty ,�:�• tttle�.• �� .,Mdrr�i4q�TEt�o��� Brazzell-Nicholson AS'BUILT ISDS Details --_ -- - - G ASMI B A ATES Bz-azzell-Nicholson Lot 5 Hidden Meadows 5724 5nowma5_5 Creek Road. 5nowma55 Vdlage, CO 8 / 654 (949) 474-2259 Ornne, CA) SHEET NO. 3 05/21/04 AS -BUILT REVISONS TO DETAILS - PER 04/30/04 VISIT teP cbf tep SCALE: NOT TO SCALE DATE: March 27, 2003 DRAWN BY: tcp- G• A M B A AIG A �7 r7 G l Ar r, r S► INC. 1 L CONSULTING ENGINEERS & LAND.SURVEYORS 2 08/27/03 PUMP SPECIFICATION, PIPE SIZING TO TRENCHES, DISTRIBUTION PIPING SIZE kP Ilk fcp SHEET: 2 of 2 PROJECT: 03387 CHKD BY: chf 1 05/29/03 REVISED TO TRENCH SYSTEM, WITH PUMP tcp cbf ►cP REV MADE CHKD APPD NO. DATE REVISION BY BY BY DRAWING: Bms:ell•HichdsonSliEAsBuihdwg DIRECTORY: HA0338TRevised Mm Wevisim 3V11-Buihk 970/945-2550 WWW.GAMBAENGINEERING.COM t 13 NINTH ST., STE. 214 P.O. BOX 1438 GLENWOOD SPRINGS, CO 61602 D�CKERY 5728 ( Exlsnwc WELL SITE: ( / PERMIT #161108,. ISSUED: 11/21/2000 PIPE - (FROM SURVEY OF LOCATION PER PITKIN COUNTY ISDS PERMIT. 05-07-03) , SATELLITE DISH / t ('! FUEL TANK 4 O EXISTING XISTfNG ISEPIPE J - WELL SITE o EXISTING DRIVEWAY - PER SUWY OF 08/06/03 HIDDEN MEADOWS N 90'0'00"E 988.49, /. -- / 111 r' , r, r, - I - : � I i' , —"--- -""i -_ -_' ". ft _____. .--__._- % .. f" � J r I I i/ / i .� % '/ f,l ♦ ✓ j; / jit / ' ' •'� ,, , / - : J > I / BUILDING ENVELOPE "_0 o i o oo I ! / � I I \ j `7 t� t - 1 i \ i � � �, � r / t / Ott t � / f ,, ' `ii � / f /i ,!' ./ , I ' r , ✓ '' � '' / J '' !,, � ' % t,'. t ' _ ' • 69 '19 69 y % SEMEN, LOT 5y /'' J i` j t f ✓' '' i '/` ` �J , J% / r r11 ,_;!': f r / Q \ ` , HIDDEN MEADOWS, i-. �� j -•�/ ( f%; -`� z�. \ i /,/ / J/ ! ),L. . r1 - % II I. ! t I 'Ii }F r '`�. \,r '� \I a( iC i' i'f` i I i1 �,I i / � 1 i 1 ,% T , II 1 1 \- ' '1 (1 Iif /'1 e { ! ,!. ,•PROPfOSED RESIDENCE- i 5724 Snowmass Creek Road Main Level: 5582.2 sQ.ft. 1 Bedroom , Upper Level: 2.7427 s°. 4 BedroomAREA: 6.70 Ac.±Z5 5J24.3 sq.fL 5 Bedrooms /1 ! I , 1 1• , I , 11 I r / l- I l i, l / 1 , / r - ._ _ - / / / ! / t r iif, f, / i f - " F/ !i j , i f ( 50.00, f i i 1 I- HORSE. ( ( ; i )" ✓ , % m-- _ :ZQ — / �.' I f 1 ./ J , i % / i� .f % r/ i'/ i i / %/ f } PEDES RIAN , `; f ! i i f f l,l r1 �; ,' j r EASEMENT '. it 1 / r ,, � j• ' , i r 1-110~ 7 f,/i, /r %f ,/ "l, •� �,. /' i rrr :%t I 1J// /.�;J`'✓.. C� r.I'/ ,i, �.;Jl 1;'1 J` _ 1 / / _ '' / / , li - I• � ': i � i.lI:. /r �,, ,/ - ` Q � I t �lj,' i ,i ;,; ,i %� I r �;'I ' il,�,I;r ,` ✓ Gr - /' - '- f�`1:1/, ;i, � /f / „ ;f'' i 110.00' y STREAM OFFSETr t Iv / i - !" ,' s s J l r f i/• / f/ i - EXISTING CMP CULVERT Q i ! ! � i i ! ! ; . ` ,'' (,+ � i ', _ ` I I i r I r , 3 I I i % .� ,�` ! ,'%i .i 1` !j ' J` i` f � , / f .% /•"/ l- - .� `, r OF Oa- FOOTPPoNT In f ✓ o OF 08-06=03 // I r (20'mtin, it�, ! 'i � I !(I Vii. S( _ i 1 I. � 1 1 - �/jr !r fff i e - � � ' f. %i �i t � '` � —%-- �'.•'` ` w WILDCAT .I 1 1. I ! i I ,) ',' / ;' ' �t, A , A I' i i _ �r i .1�`l �n� ' / B �/ , f'l..f / 1 'r J //, f_ i'!'! ,'' /�/ ../ ! i '/� ' ✓/ f / I r,;/ - I. ' 1 „r ir, 'IJ- � - t V I I 1 l,tl l :1 =t. o; t i - /.' ��� 2.01 � J ,%' / t:r, .✓, / .t �.- I: +/ ir, J�jr 1 r , 1 '- i 'I "!' r`j. '� ,::'S _ ba i. / ,. �% "�/% , �/ ✓J / f RANCH lie j,- / l � / ,t. .r iii/ IJ. i /✓i !',- - '�' '�' i� I � � � G � ` rl 1 �f':i,ll / ✓ !' ,�"� %'� i ./ /. //� '�:r'/... e , - t 1 r /i i`f'- f f ' /. __ y extol. / 1p61�3 '- f/' j't :� j', % / % ;� ✓ °6° 00 ro F 1 f(r 1 f Jjj \I I' 1,,, i ) t , ) , , ` i \ I r % • /' ,r.... <� i % SEW/./''1 //,1 i/i%,f f/ % / �''^ a`L � LEGEND }. I , ! f i t I t � i i , I `J / '' J / - f 1 ` 1 r' ' i ,' . � • / /!- LP� / /.-,,f f/ / t " ' f -' /' ;� PERCOLATION TEST HOLES. \ ' A- .___- \� I 1 / / ; ( � '- � II , '. t i `, �. \ f I / /'// .t%i r f r % _ - ! _ // .c ,�. •- �., ,/ / 'r /i/. Jfi� ;`f%/l�j� ./' / i j..•" it/w' ,O� /! � T r--,. -. ;r p r,/ PROFILE HOLEr I: `. jj :'`";! ) i 1 i S i � � � 1 !/ �, / Illl jtl 1flf '; rl �/i f ,, i.� / / '.ri j i /1 f ✓i,, �-9 J f/` % - s/ ,yo�� — I !t r.f �• 1;! / , ) 1 i S 1 , ? /. / _ r� //c ,,/% f / ✓' /'. --% J' / /-. /r `f J "r / ` ' i J�.(aV' 'f1j {/r ,,/ f � Gj rO Y STANDARD INFILTRATOR CHAMBER P ! �l( `/ 1 '- ' %• , / %1 ' I / ' ' 1 ` 1 ' .t f / -� r / ! ,,r , f /;';� rj(1f�J`ji j / f / F /' e 4, - - / i J/'l�l'r'i / '/ I'• li f X/ ( !j /" f (ALL LOCATIONS APPROXIMATE) t r; 2" PURECORE WATER SERVICE LINE (OF 08-06-03) _ ,.. ,� I 1 - t l i r i 1 1 f { l % �,: / , ! ,„ l - / f - ✓" -t;f ./'.i,J - f' / ;' r' f_.., / /• %' ...-/' r'� fi 91/ i ^ s i°,+cj I°v�, 8°°_ m�-2. �2/~ /f '/ /-. "� % //i!/,� .r/' /r�i / /.•c '�/G- %! /'ff�, r-r/f!�,/ f Fr/t%f� i �/f`` '1i ;,J,/ ,/% !,/!i'/,ry! r ` , EXISTING FENCE ORIGINAL WELLSITE' /PERMIT #204078.lssuED: /zz/tsscT i if 00� o -0i / , /// , / r jr NEW PROPOSED WELL SITE - i' ! r , / / - oration from septic) - f f / f , y ; , t /J As Built Dimension s / (sev / r t, f \� / W ' / BUILDING ENVELOPE . ,/ / % r / y i' j j. // % �> % , % f '''/> /; - % t '' i A & B CORNERS OF BUILDING `i"f/ r r`�- / tf C CLEANOUT f I �� i f f' i f ✓ ,' t ;,Ury,:/ li, % `-,. �.-,//' / ''"-%!`%�- i / �` '� r/ -' R uNE EASEMENT i ,"so ,,- ,%' �� -.i / /, ',%, , , / �/ r;=',% , D, E, F & G SEPTIC TANK ACCESS COVERS ; 'A4. li il../If% I .% / i ' �i fi r! r�d `�f / /' ' J i„ I/l : I -, I �!) i r -f �,% � /�,. .• i " �/�%/ J r✓ 0 W � ,/ � / % r' / � �.� , f / � / .� / UMP H P CHAMBER A C 5.7' B C 4.4' C D 13.1 > , i- /. ;, - 8115-74' /' % ✓ i f f > > i - f ✓ ✓ / ! f %, ,/, - F ✓ ExISTINO FENGE A - E 2 2.7 B - E 2 5.5 E - F 9.1 �' ��. /,; �/ fr LOT 6 11 t,' EXSTINGWELLSITE /�' A -F 19.6' B -F 24.6' F -G 6.8' PERMIT #056562, ISSUED: 09/27/2001 HIDDEN MEADOWS i / e:' / 7 t 1 LOCA ON PER WELL PERMIT. % f A - G 26.8 B - G 32.0 G - H 7.8 A -H 34.4' B-H 39.8' D -E 13.2' I l / I l / l l ; 30.00' ROAD / EASEMENT I j I I I I / I I ERONCIG I I ' I I / / I r / I 1 / I I r / I , r l / l l / l I / r i I I / I 1 / Pitkin County En vironmen tol Heol th Permit #03029 E -H 18.8' D -H 26.7' 30 0 30 60 90 GRAPHIC SCALE IN FEET 1 INCH = 30 FEET CONTOUR INTERVAL = 2 FEET NOTES: 1) Site survey, building layout and topography by Aspen Survey Engineers, as revised 08/06/03. 2) System design is based on (revised) percolation tests and profile hole exploration conducted by HP Geotech, on May 22, 2003, HP Geotech Job Number 101240, with an MAXIMUM percolation rate of 40 min./in, at the locations shown on these plans. 3) All Infiltrator units to be installed in accordance with manufacturers recommendations. 4) Effluent filter to be located inside the outlet end of the septic tank. 5) Pumping chamber required per details. +9i.R p z - ' ,V ``� ' ' _ *%0 a•• \���' �d 1111+++++++ *tt9 Brazzell-Nicholson AS -BUILT ISDS Site Plan G A ]� B. A a assoClwres Brazzell —Nicholson Lot 5 Hidden Meadows S camas �Vdlage, CO 8 1 654 (949) 474-2259 (I vne, CR) SHEET NO. 3 05/21/04 AS -BUILT REVISIONS PER 11/12/03VISIT kp ebf tep SCALE: }' = 30 DATE: Murch 27, 2003 DRAWN BY: fcp 2 08/2703 RELOCATED ABSORPTION FIELD FOR AS -BUILT WATERLINE 8 LOT 4 WELL kp bk ftp GAS BA & ASSOCIATES, AN INC. CONSULTING ENGINEERS 81 LAND SURVEYORS SHEET: i of 2 PROJECT: 03387 cHKD BY: cbf 1 05/29/03 RELOCATED ABSORBTION AREA BASED ON HOUSE SITE CHANGE kP cbf 1cp DRAWING: &atsell-Nicholson slTE-Az Bu,h dwg DIRECTORY: HA0338ARevised Phms\Revision 3\&Buih\ REV NO. MADE CHKD APPD DATE REVISION BY BY BY 970/945-2550 WWW.GAMBAENGINEERING.COM 113 NINTH ST., STE. 2114 P.O. BOX 1458 GLENWOOD SPRINGS, Co 61602