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HomeMy WebLinkAboutpitkin.eh.264335401007 (2006)Pitkin County ,vironmental Health & Natural Resou, i Department Permit for an Individual Sewage Disposal System 0405 Castle Creek Road, Suite 10, Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5077 Permit # 06059 Parcel ID # 2643-354-01-007 Type of permit New( ) Repair( ) Addition/Remodel to House( X ) Name of Owner Windham Partners LLC Street Address ,,e6Eppley Drive ; Property legal description Size of lot 4.09 acres Lot R-102, Block 16, Starwood Subdivision Water source Starwood Water District Total square footage of the house 14,000 # of bedrooms in house 6 # of offices, lofts & similar sized rooms in house Caretaker unit Detached 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) SIX Permit information Designed by All Service Septic Mailing Address P.O. Box 2844, Glenwood Springs, CO 81602 Perc rate 20" Profile hole depth NAS Depth to groundwater or bedrock Minimum Septic tank capacity 3413 gallons Minimum Absorption area Comments NA" 2442 sf Septic permit approved per compliance with the engineer design and specifications dated 6-23-06 and memo dated July 27, 2006. Any changes must be approved by this department and the design engineer prior to them being made. Minimum horizontal distances between components of the system and physical features shall conform to the Pitkin County ISDS regulations. Preliminary work before issuance of a building permit is required. Existing components must be located and inspected by the engineer and this department for integrity and conformance with the ISDS regulations: 1) tanks & vault 2) overflow lines 3) inlet manifold connection for even distribution 4) drain field including depth of gravel. In addition, evidence must be presented so that this department & the engineer are confident that new trenches can be installed in the proposed area, a steep area were there might be large boulders. The design is based on existing soil data" from the original permit. The plan is to expand the existing system. One new 2000 gallon, single compartment septic tank is to be placed first in series with the existing 1500 gallon tank. An effluent filter will be added to the outlet of the existing tank and a dosing siphon is to be added to the existing vault. A total of two trenches, each with 12 Quick4 gravelless chambers will be added; one trench at the lower end of each of the two existing serial distribution sections for a total of 24 chambers. This department does not endorse any brand of products. This permit must be kept on-site during installation. The engineer must do a final inspection of the installation and submit an as -built letter to this department. This department must also be called for an inspection with a minimum of 48 hours advanced notice. Permit approved by: Date: _ Plans and specifications of the pro sed individual se9vage disposal system have been reviewed and are considered satisfactory. Permission is hereby ranted to the owner or the agent to perform the work indicated in accordance with the Pitkin County ISDS Regulation in effect at the time of issue. This permit becomes invalid 6 months from the date that the permit was issued unless system construction has commenced or an extension has been approved in writing by the Department. As -built drawings must be included with this permit before the final approval will be issued. Expiration Date: Installer: � rrC� (� ern t-� t rv� f y _l -Cs! S License Number: 0 17 Final approval: Date: f PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM 0405 Castle Creek Road, Suite 10, Aspen Colorado 81611 Phone (970) 920-5070 Fax (970) 920-5077 Name of OWNER �,) �y��h�� ppti.--t n,e S L L L Owner's Mailing Address 2 i City, State, Zip C Business Phone: Home Phone: E-mail Address: Primary Contact Person (all communication regarding this permit will go through this person) Name Company L 1 Contact Mailing Address }A 01'`-54— 4,�... City, State, Zip Business Phone Cell Phone: Fax: 712o E-mail Address: Parcel ID # (available from assessor's office at 920-5160 or at www.pitkinassessor.org) - - - Building Permit # (if available) V Street address of property 5 (00 Legal Description: Lot e.\ I— Block _ ,Filing Subdivision -� Size of lot: Dom_ acres. Type of proposed structure: Total square feet of house At, oa.a # of bedrooms (potential) in house_ Caretaker Unit: Attached ( ) Detached ) Total area(sq. ft.) of caretaker unit %A *_1 # of bedrooms (potential) in caretaker unit Permit is for: New Home ( ) Repair due to failure ( ) Remodel/Addition (,,C) Emergency use ( ) Water: Private well ( ) Spring ( ) Stream ( ) Community/Public Water System ( ) If community system: Name of system The fee for a ISDS application is $600 for a permit that takes 6 hours or less for the department to approve. If approval takes longer than 6 hours, a rate of $100 per hour will be charged. The maximum fee is $1000. The basic fee of $600 is due at the time of application. The remainder, if any, will be due in two stages: first, at the time of issuance of the ISDS permit; second, before final approval of the ISDS permit. Application for an individual sewage disposal system is hereby submitted. I hereby certify that the above information is true and accurate and that 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. ►IWIN The Pitkin County Environmental Health Department, Pitkin County and employees of these agencies will be held harmless should the individual sewage disposal system fail or malf nction. The permit to construct is issued on information submitted by the applicant or his/her representatives. The owjr Ma full responsibility in case of failure of the system. Signature of applicant Date 0(_, Received by \ Receipt # Date O fo G:\isds\isds applic\isdsapp rev072904.doc awl • . -+ _• • • • • _ •• • _� 'i :sseippv:#(]I poic IaayS 50-1 10elu00 juew}jedaa 1441eaH JeJuawuoJinu3 l4unoo w-lI!d C Carla Ostberg From: tpetz1 @comcast. net Sent: Tuesday, September 05, 2006 9:41 AM To: Carla Ostberg Subject: RE: Windham Partners and Vagneur Attachments: RE: Windham Partners and Vagneur 0 RE: Windham Partners and Va... I ok'ed it. It is the But the big concern is the solids tank, which is the initial 2000 -gallon tank. That tank has PVC tees installed. Therefore we are only dealing with liquid in the second tank, and I am not that concerned with it. Good point. I discussed that in my inob letter to clarify as well. Timothy R. Petz, P.G. Onsite Wastewater Systems 970-618-5033 Glenwood Springs 303-908-7823 Golden -=------------ Original message ---------------------- From: "Carla Ostberg" <carlab@co.pitkin.co.us> > What about the middle tank with no t's? Will that work? > Carla Ostberg, REHS > Environmental Health Program Supervisor > Pitkin County Environmental Health and Natural Resources > 970-920-5438 > From: tpetzl@comcast.net [mailto:tpetzl@comcast.net] > Sent: Saturday, September 02, 2006 9:17 AM > To: Carla Ostberg > Subject: Re: Windham Partners and Vagneur > Thanks for updates. > Vagneur - hmm.. yes, I must talk to Jinx about liner. I dont want to > 1. inhibit infiltration, and 2. create hydrostatic build-up. Otherwise > all install pics look good. I was aware of liner and turned field. I > would have thought Jinx would have dug a small trench to seal liner. > Windham - The dosing siphon is not requried by myself and Nancy.I am 1 > glad they did well on the W0 tank. I have some questionsor Don > with Ex services. I will be calling him. > Thanks for the updates. > Timothy R. Petz, P.G. > Onsite Wastewater Systems > 970-618-5033 Glenwood Springs > 303-908-7823 Golden >-------------- Original message s-------- -4=r > From: "Carla Ostberg" <carlab@co.pitkin.co.us> > Hey, > Couple of issues: > Vagneur > I will follow this e-mail with pictures, but they have installed a > liner on the east side of the field (the side closest to the shed). > Looking at your drawing, they turned the field to run with the contour > of the ground, so the manifold is to the South. In any case, they > have simply tucked the liner under the chambers. I said if they > wanted to keep the liner there, they should dig a small trench to the > side of the bed and run the liner vertically a couple feet - not just tuck it under. > Jinx disagrees and I need to get back to him on it. What do you think? > Windham > They installed a new 2000 gallon tank (looks good) with inlet and > outlet tees. There is an existing tank (maybe 1500 gallon) and they > were unable to put tees on it. They could do it, but they may not be > accessible because of where the knockouts are. Then, there is another > tank (maybe 500 gallons - round, one compartment) and they have no tee > on the inlet for that one, but they do have an effluent filter and tee > on the outlet of that small tank. There is no dosing siphon???? What > do you want to do with that? I told them they could backfill the new > 2000 gallon tank only. > Carla Ostberg, REHS > Environmental Health Program Supervisor > Pitkin County Environmental Health and Natural Resources > 970-920-5438 2 Page 1 of 1 Carla Ostberg From: Carla Ostberg Sent: Friday, September 01, 2006 10:19 AM To: 'tpetz1@comcast.net' Cc: Nancy Mackenzie Subject: Windham Partners and Vagneur Hey, Couple of issues: I A.U44)r this e-mail with pictures, but they have installed a liner on the east side of the field (the side closest to the shed). Loo c yotw-drawing, they turned t field to run with the contour of the ground, so them 1ois to the South. In any case they have simply 't""li Fie iia er the chambers. I said if they wanted to keep the liner_tbere, they sh udig a small trench to the side of the b run the liner vertically a couple feet — not -Vffru"ONk it under. Jinx disagrees and I need to get back to him on it. What do you think. " Windham They installed a new 2000 gallon tank (looks good) with inlet and outlet tees. There is an existing tank (maybe 1500 gallon) and they were unable to put tees on it. They could do it, but they may not be accessible because of where the knockouts are. Then, there is another tank (maybe 500 gallons — round, one compartment) and they have no tee on the inlet for that one, but they do have an effluent filter and tee on the outlet of that small tank. There is no dosing siphon???? What do you want to do with that? I told them they could backfill the new 2000 gallon tank only. Carla Ostberg, REHS Environmental Health Program Supervisor Pitkin County Environmental Health and Natural Resources 970-920-5438 9/1/2006 Page 1 of 1 Nancy Mackenzie From: Nancy Mackenzie Sent: Tuesday, August 15, 2006 2:02 PM To: Jim Austin; Vicki Monge; Tony Fusaro Subject: Windham Partners =566 Eppley Drive Lot R-102, Blk 16 Starwood 57D I approve the issuance of the Building Permit for this remodel. Nancy MacKenzie 970-920-5076 Sr. Environmental Health Specialist Pitkin County Environmental Health & Natural Resources Department 8/15/2006 Page 1 of 1 Nancy Mackenzie From: Jim Austin Sent: Friday, July 28, 2006 8:13 AM To: Nancy Mackenzie; Vicki Monge; Carla Ostberg; Alicia Gomez Subject: RE: Windham Partners 560 (or 570?) Eppley Drive Lot R-102 Starwood Nancy, I noted on that permit, #0124.2006.prbk, that it has an EH hold on it and is NOT signed off by EH. Sorry for my confusion. From: Nancy Mackenzie Sent: Thursday, July 27, 2006 5:14 PM To: Jim Austin; Vicki Monge; Carla Ostberg; Alicia Gomez Subject: Windham Partners 560 (or 570?) Eppley Drive Lot R-102 Starwood I am issuing a septic permit but will not sign off on the building permit until certain conditions of the septic permit are met. They must locate & inspect the existing components for integrity and conformance to ISDS regulations. In addition they must show that they are able to install in the new trenches in the proposed area. The site is below the house and not very accessible- very steep and some huge boulder are visible and might be encountered in the area of the proposed trenches. Of course they want to start construction August 14 so they can get the 14000 sf house closed in before winter........ Nancy MacKenzie 970-920-5076 Sr. Environmental Health Specialist Pitkin County Environmental Health & Natural Resources Department 7/28/2006 ISDS DESIGN CALCULATIONS - for Pitkin Owner's Name Windham 560 Eppley Parcel ID # House Size (sq. ft.) (75 gpd, 100 gpd, or 130 gpd) 130 Number of Bedrooms in Main House 6 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 0 (If the caretaker unit is ATTACHED, treat as if part of main house.) Average Daily Waste Flow 1560 State Review Required? no Perc Rate 20 (T) Design Flow (Q) = # potential bedrooms X 2 people/bedroom X gpd X 1.75 Q= 2730 Minimum tank capacity 3412.5 gallons L Absorption Area (=Q/5 X SQRT perc rate) A = 2,442 sq. ft. of absorption area required CCC----- L 158 gravelless chamber units without reduction r # of Perc Holes Required: 3 QUICK 4 S o/ 9-8 A = -1 sq.ft. with 50% reductionTRENCHES 5 i 2-5rgravelless chamber units with reduction STANDARD A= 1220.8931 sq.ft. with 50% reductionTRENCHES 79 gravelless chamber units with reduction EQ 36 76 EQ36 units in TRENCHES QUICK4-EQ36 1221 158 SETBACK FROM WELL # of feet = 238.4 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 188.4 SETBACK FROM DRY GULCH # of feet = 163.4 014 � t�J QUICK 4 9.2 1709.2504 sq ft 30% reduction BED 186 chamber units with reduc. 1709.2504 sq ft 30% reduction BED 110 chamber units with reduc. 137 EQ36 units in a BED 1709 / 26/7 2! yam` b G W w tI t .2-� 0?-()1,,-1� 20'� a _ v- -- III Iozb 5° �- y�v 47,7,- Nancy Mackenzie From: Nancy Mackenzie Sent: Wednesday, July 26, 2006 4:11 PM To: Tim Petz (tpetzl@comcast.net) Subject: Windham calcs question Tim, I went over your calculations for the sizing of the field and am a little confused. i looked at it from a different aspect. My figures show that they need 2442 sf minus the 1440 that they have equals need to add 1002 sf. A 50% reductions of the 1002 for trenches = 501 sf. divided by 9.8 for Quick4 = 51 chambers needed to be added, not 24. I'll wait to call Mohammad until I hear from you. Nancy MacKenzie Sr. Environmental Health Specialist Pitkin County Environmental Health & Natural Resources Department 0405 Castle Creek Rd, Suite 10 Aspen, Colorado 81611 970-920-5076 970-920-5077 fax nancym@co.pitkin.co.us www.aspenpitkin.com 1 PO Box 2844 Glenwood Springs, CO 81602 Ph 970-618-SO33 SENYIC P Fax 303 16-27% September 6, 2006 Windham Partners Attn: Mohamad Alkhayer 455 West 46`h Street S -5C New York, NY 10036 Installation Observations, Proposed Residence 560 Eppley Drive, Starwood Village Pitkin County, Colorado Mr. Alkhayer, Project No. 1203 ALL SERVICE septic, LLC performed installation observations in August of 2006, for the subject property. The installation included one 2000 -gallon, single -compartment precast concrete septic tank, which was followed by the existing 1500 -gallon septic tank and 500 -gallon vault. The existing tanks were in good condition. PVC tees were placed in the concrete vault, although due to tank construction, and the `cast -in-place' concrete tees, PVC tees were not added to the existing 1500 -gallon tank. A cleanout was present between the house and 2000 -gallon septic tank, and following the concrete basin. No dosing device was present in the concrete vault, and no dosing device was installed as specified. A gravity OWS is applicable for the subject OWS. The existing drain field consisted of six deep gravel trenches (3' X 80' each) using serial distribution. Two new gravelless chamber trenches using `Quick-41TM chambers were installed. Each trench had 12 chambers for a total of 24 `Quick -4' chambers, and 237 SF of infiltrative area. Serial overflow lines were installed to distribute effluent. Observation pipes were installed on the existing trenches where applicable, and on the new trenches to observe drain field conditions. The OWS was installed according to specifications. This observation is not a guarantee of workmanship and/or parts and materials. ALL SERVICE septic, LLC should be notified if changes are made to the OWS. Installation Observations Pro. No. 1203 September 6, 2006 Page 2 Please call with questions. Sincerely, pp REGal /sT ALL SERVIC ti septic, LLC Reviewed per;.••' •..•F9 `.,�---�' per':'•p �.. c 0. f—,-- $$662 : Zd o Timothy R. Petz Richard 2 copies sent Copy sent to Pitkin County Health Department, Attn: Nancy Installation Observations Pro. No. 1203 September 6, 2006 Page 3 Hand dug trench prior to chamber placement Existing gravel trenches with overflow lines Project No. 1203 � r OWS AS -BUILT DRAWING SCALE 1. -30, NORTH 2000 -GALLON SINGLE -COMPARTMENT �RR/G,4 SEPTIC TANK WITH EXISTING 1500 -GALLON SEPTIC �__ONO/TCH PVC INLET AND TANK AND VAULT. EFFLUENT OUTLET TEES. FILTER AND PVC TEES PLACED IN - CONCRETE VAULT. 2 ROWS OF'QUICK-4' CHAMBERS. EACH ROW HAS 12 CHAMBERS. TRENCHES WERE HAND DUG. TOTAL COMBINED AREA =1676 SF m o � O CONCRETE ko VAULT PROF 'ED 6 BEDROOM RESIDENCE RE -BUILT MANIFOLDTO ENSURE EVEN DISTRIBUTION BOULDER 560 EPPLEY DRIVE ALL Project No. 1203 STARWOOD VILLAGE SERVICE SEPTIC, LLC PITKIN COUNTY, COLORADO 970-618-5033 FIGURE 1 1 4pv amid- �,w A 17 _71 R POBox 2844 Glenwood Spdngs, CO 81602 SEBYl1 } Ph970.618.5033 ( Fax 303-216-2796 July 27, 2006 Windham Partners Attn: Mohamad Alkhayer 455 West 46th Street Suite 5C New York, NY 10036 Clarification for Drain Field Sizing, Proposed 6 -Bedroom Remodel 560 Eppley Drive, Starwood Village Pitkin County, Colorado Mr. Alkhayer, u RECEIVED JUL 3 1 2006 pITKIN COUNTY ENVIRONMENTAL HEALTH & NATURAL RESOURCES Project No. 1203 ALL SERVICE septic, LLC and Nancy MacKenzie with the Pitkin County Environmental Health Department (PCEHD, reconsidered the calculations and sizing for the drain field. The following calculations are a more accurate display of the proposed OWS sizing prepared by ALL SERVICE septic, LLC. All recommendation in the report and plans dated June 23, 2006 must be followed. Existing trenches = 480 lineal feet x 3 feet wide XVr Deep gravel sizing = (Width + 2) / ((Width + 1) + (2*ok**h x 1.5)) X Calculated Length(x) (5 / 7) X (x) 480 = 5/7x x = 676 (676) X (3 feet in width) = 2028 SF existing Therefore: Required area for 6 -bed residence = 2442 SF Existing area = 2028 SF New proposed area = 414 SF A reduction of 50% due to gravelless chambers = 207 SF (22 chambers minimum) Proposed drain field must have 24 `Quick4' chambers for a total new area of = 236 SF Sincerely, ALL SERVICE septic, c Timothy R. Petz Copy sent to Nancy MacKenzie, PCEHD �J • �, Nancy Mackenzie From: Nancy Mackenzie Sent: Friday, July 28, 2006 8:06 AM To: 'tpetzl @comcast.net' Subject: RE: windham X Tim, You didn't get theeep gravel formula quite right. The last part is ( X the depth of gravel). And the depth doesn't count the first 6 inches because that is required in every pipe and gravel system- so that is the 1.5 factor. I think the "2" is for the two sidewalls -----Original Message ----- From: tpetzl@comcast.net [mailto:tpetzl@comcast.net] Sent: Thursday, July 27, 2006 5:37 PM To: Nancy Mackenzie Subject: RE: windham I have left him a message a little while ago. I did give him several excavators. I dont remember which. When I talk to him tomorrow, I will STRESS which excavators to use. Timothy R. Petz, P.G. Onsite Wastewater Systems 970-618-5033 Glenwood Springs 303-908-7823 Golden -------------- Original message ---------------------- From: "Nancy Mackenzie" <nancym@co.pitkin.co.us> > This is what I'm planning to say on the permit. > He said you had already given him some names and he has already > contacted them?? He said that Draeger was one?? I told him about > Gerbaz doing the initial installation. He wants to start building by > august 14 so it can be closed in before winter. No way even if he did > get started then! > -----Original Message----- • From: tpetzl@comcast.net [mailto:tpetzl@comcast.net] > Sent: Thursday, July 27, 2006 4:50 PM > To: Nancy Mackenzie > Subject: Re: windham > I think that is fine, I will give him Qualified excavators. I am > confident that they will get that in. If they get big material, they > will have to move it. I will not sign off until it is done right. I > will even meet an excavator down there to confirm. > I will make calculation changes and re -send. > Timothy R. Petz, P.G. > Onsite Wastewater Systems > 970-618-5033 Glenwood Springs > 303-908-7823 Golden >-------------- Original message ---------------------- 1 > From: "Nancy Mackenzie" <nancym@co.pitkin.co.us> > > > > I talked to Mohammed, and I got too nice again and backed down a > little. > > I said if we to ked to the installer and they seemed confident that > they > > could get those new trenches installed, I should be able to sign off > on > > the building pe mit. >> I > > What do you think? > > Don't know if I emphasized that the integrity of the existing > components > > have to be inspected first. ....But I did tell him that you were the > > qualified person to do that part of the inspection. > > Nancy MacKenzie > > 970-920-5076 > > Sr. Environmental Health Specialist > > Pitkin County > > Environmental Health & Natural Resources Department 2 07;'21%2006 12:03 3032162796 PETZ PAGE 02 PO Baa 2614 ` � �� , GMn.00d GO 91601 Rill� o Ph97"16-5033 Fit 303-216-1796 July 27, 2006 Windham Partners Alin: Mohamad Alkhayer 455 West 46`° Street Suite 5C New York, NY 10036 Clarification for Drain Field Siting, Proposed 6 -Bedroom Remodel 560 Eppley Drive, Starwood Village Pitkin County, Colorado Mr. Alkhayer, Project No. 1203 ALL SERVICE septic, LLC and Nancy MacKenzie with the Pitkin County Environmental Health Department (PCEHD, reconsidered the calculations and sizing for the drain field_ The following calculations are a more accurate display of the proposed OWS sizing prepared by ALL SERVICE septic, LLC. All recommendation in the report and plans dated June 23, 2006 must be followed. Existing trenches = 480 lineal feet x 3 feet wide Ler(gth. prior (Width + 2) / ((Width + 480 = 5/7x x=676 (676) X (3 feet in width) = 2028 SF existing "� ), /'S 1) + ) X Calculated Lengtb.(x) I t 3 Therefore: Required area for 6 -bed residence = 2442 SF F,xisting area = 2028 SF a.2— dlb"� New proposed area = 41.4 SF � � io 7 A reduction of 50% due to gravelless chambers = 207 SF Proposed drain field must have 24 `Quick4' chambers for a total new area of = 236 SF Sincerely, ALL SERVICE septic, , Timothy R. Petz Copy sent to Nancy MacKenzie, PCEHD oil _ P0Box 2844 S e p 1 C, Glenwood Springs, CO 81602 SERY{I Ph 970-615-5033 ` Fax 303-216-27% June 23, 2006 Windham Partners Attn: Mohamad Alkhayer 455 West 46"' Street Suite 5C New York, NY 10036 Proiect No. 1203 Upgrade Onsite Wastewater System Design, Proposed 6 -Bedroom Remodel 560 Eppley Drive, Starwood Village Pitkin County, Colorado Mr. Alkhayer, ALL SERVICE septic, LLC evaluated the site conditions, Pitkin County ISDS records, and prepared an upgrade onsite wastewater system (OWS) design for the subject residence. The property is located in Starwood Village, in an area where OWS are necessary. Water is provided by Starwood Village. SITE CONDITIONS A 5 -bedroom residence, utilizing its own OWS exists on the property. A 6 -bedroom residence is proposed as indicated on plans provided. Six `deep -gravel' trenches, each trench 3 feet wide, 80 feet long, and 2 feet deep exist. Serial distribution is used to distribute effluent. An upgrade to the existing OWS will be proposed to accommodate the proposed construction. The proposed drain field area is steep, and has a full cover of vegetation. SUBSURFACE The subsurface was investigated by Pitkin County in 1984. The percolation rate of 20 minutes per inch (MPI) will be used for the design. No bedrock or groundwater was reported. Colluvial soils exist at the proposed drain held area. DESIGN SPECIFICATIONS The OWS design is based on 6 -bedrooms and an average sewage load of 1560 GPD. The installation must include a 2000 -gallon, single-compartmept, approved plastic or concrete septic tank. An effluent filter must be placed on the existing 150b -gallon tank, and a dosing siphon must be installed in the, existing vault. Tai* alter natives may be considered. Two gravelless `Quick4' chamber trenches must be installed as indicated on plans. 24 `Quick 4' chambers, for a total of 237 square feet (SF) of infiltrative area, are required. Serial overflow lines must be installed to access new chamber Onsite Wastewater System Page 2 trenches. Construction must be according to the county ISDS regulations, the septic permit provided by Pitkin County Environmental Health Department, and this design. The existing OWS must be inspected during construction. Septic tanks, overflow lines, existing trenches, and other components may/will have to be excavated to ensure performance. OPERATION INFORMATION AND MAINTENANCE The surface of the drain field should be seeded upon completion. Vegetation is an important factor in drain field performance. Geo -fabrics or plastics should not be used over the drain field. Livestock should not graze on the drain field. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWS. For Example, a running toilet or leaky faucet carp discharge hundreds of gallons of water a day and harm a drain field. The homeowner should pump the septic tank every two years and clean the effluent filter as needed. Garbage disposal use should be minimized, and non -biodegradable materials should not be placed into the OWS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWS. No hazardous wastes should be directed into the OWS. Mechanical room drains should not discharge into the OWS. The OWS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, air release valves and weep holes should be installed to allow pump lines to drain to minimize risk of freezing. Excavation equipment must not drive in excavation of drain field due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. Precast concrete tanks and distribution boxes should be used, unless plastic or fiberglass is required. Access to all tank compartments and distribution devices is optimal. INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC, and the county must view the OWS during construction. Inspection of existing OWS will take place during construction. The OWS observation should be performed before backfill, after placement of chambers and distribution pipes. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. ALL SERVICE septic, LLC should be notified 48 hours in advance to observe the installation. The design is based on information submitted. If soil conditions encountered are different from conditions described in report, ALL SERVICE septic, LLC should be notified. All OWS construction must be according to the county regulations. Requirements not specified in this report must follow county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. f Onsite Wastewater Systems Page 3 LIMITS: Results are based on field investigations and data provided by the client. If soil, or any other conditions, encountered are different from conditions described in report, ALL SERVICE septic, LLC should be notified Please call with questions. Sincerely, DORADO RFS ALL SERVICE septic, LLC V Reviewed B t�o HER�•.�J��, Fes; n, �(o Timothy R. Petz Richard H.••••rs> �;` ANAL EN���� 3 copies sent C_ SEe fIC SYSTEM APPLICATION CHECKLIST NOTE: SEPTIC PERMIT APPLICATIONS CANNOT BE ACCEPTED UNTIL ALL OF THE DOCUMENTS AND INFORMATION BELOW HAVE BEEN RECIEVED. Each box should be checked to indicate the following have been completed, or submitted as part of the application. Only one copy of each document is necessary. La Completed application form. ,❑� Engineer design stamped by a Registered Professional Engineer (RPE) registered in the State of Colorado. o Design must be based on the Pitkin County ISDS Regulation, Revised 2001. This design should be on a site map (V to 20' scale) that must include locations of all existing and proposed wells, location of perc tests, contour intervals, all proposed and existing buildings, property lines, ditches, water lines, sprinkler systems, springs, suction (irrigation) lines, drinking water cisterns, drain tiles, all water courses, floodplains, floodways, dry gulches and existing septic systems. The map must include all such features on neighboring properties within setbacks. 0 An individual may provide ISDS engineering services for themselves provided the dwelling the ISDS serves is his/her primary residence, but an Owner/Builder Acknowledgement must be signed at submittal. See Pitkin County ISDS Regulation Article 4, Section 6.28.110. ❑ Environmental Health & Natural Resources has been notified and given an opportunity to visit the site at the time of soil testing. Soils report provided by an RPE: o Percolation tests (must be conducted by an RPE). o Soil profile. Building floor plans. Plans should be 11"x17" and legible. N� ❑ Land use development approval (from Community Development): o Recorded 1041 Hazard Review Site Plan designating the approved building envelope. If the property is "1041 exempt," please have Community Development confirm this by e -mailing our Department at: aliciag@co.pitkin.co.us. o Copies of all land use development approvals (or other recorded document) pertinent to location of the septic system, or pertaining to the property's water supply (e.g., BOCC Resolution, HO Decision). ❑ Proof of adequate water supply. Generally, this will include: o For private wells (well must be drilled before septic permit can be issued): ■ Well driller's report. ■ Well permit (issued by the Colorado Division of Water Resources) and final augmentation plan (if required). 0 For community and non -community public water systems: • Letter from the Water District confirming they have sufficient water to supply the development and have agreed to do so. 0 For surface water diversions: ■ Proof of decreed water rights. t ❑ Proof of adequate water quality. 0 Bacteriology test results. (Aspen Consolidated Sanitation District and Snowmass Water & Sanitation District perform this test locally). Fee. The ISDS Permit fee is $600; the flat fee covers the first 6 hours of processing. An hourly rate of $100 will be charged beyond the first 6 hours, up to $1,000. The "tank only" fee is $150. Please make check payable to: Pitkin County Environmental Health & Natural Resources Department. A WAIVER IS AVAILABLE FOR SUBMITTING A BUILDING PERMIT APPLICATION PRIOR TO OBTAINING AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT. Please ask the Community Development Department or Environmental Health & Natural Resources Department for further information. G:\isds\isds applic\isds cklst 032306.doc UPPER LEVEL FL00R PLAN STRUCTURAL ENGINEER: Emeffi Kolar Engineers Inc. WINDHAM PARTNERS IN STARWOODS Dg THIRD FLOOR PLAN 320 Main Street, Suite 203, Csrbondele, CO 61623 Tel 9709633223 FAX 970963-9395 564 EPPLEY DRIVE. ASPEN, CO. 81611 SHEET A2.1 Date sane Drown By Tel 6463310002 FAX 2123333930 number D'—;ptbn $sued to 06.27.2008 114'-1' MAIC 04 BUILDING PERMIT IIpM f NrlPrf � RPf M •NP YrP•IY W � •1 a IaR12 -- r j T l 12l mnu f 13F12rNA f I r l 1 1 I `EM Llerrs , a ------------R ____________ ___________ ------------------------- I_ _ O iMk ,A A[R aq 1 , RNpC[ [x611F RfID[P x , / 1 _ 1 row rARS Af RGN[0. 1 I Y SRK FP 1 DECK ]e I Tp a SI . fN1hG I I I i 1 $ I L xi sip[ ,�N,1G5 I 1 , r-11 _6®_.,. _,Jr>3lll�_�_._ i O 2] I x A I �_ ., 0.C. • 0.G 11 ] \-------------------- m__ I Y 9RI I Wo ROOM M AR it a 31 ^ I10. 4Jr !; J9 1 r______-_, 1 1� , I A ,O r 2J _________------ ,] 9 P J'- OOYy K�a� r-1 g ASI 41012' . i -C I xn Vaw - lUalw o" 1 gl UP 1 I I 1 I r h 1 I � 1 f SNom OPEN 2 .w0 g N � I RruRA • } L___________J �i I�CEl1M 0 I - ` nett ps cuslA+c a+ R. OH ROIs[ r1AfIPµ NMS I { O NY xOps [ttTG 00[O _ �tl51114f1)L[ _ ____ i .RI i LIM�� AI iR i \ I G I 1 I CRa,OiRl AYII SRR x+OX0. i ; 1 \\ I I rnnrr �� , I iW1R 01xIaMe. iM[iS , / , �/ +1 • 11'. i-0' a i� / /i �/ __-_____—_-_\ _•_ / -----—_ --, - 7�-� _Ex ooµ ?art ciY•� _______ OVEN ! //ay, (tpra7 RO an M1M90R l RM aOY ltxclp+a W+K-1--t•. , /11�� 4 I' I Yp0 «aNM RRR. 14 { 1 M6 x I I I F � ` r -e � � 1 ill I I 1'' �1 1 50 aa2S FaI1R3E GMATMIN .' I I 1 1 i l I 11 I ApL bM. O ROA 1 0 1'I 1'I 1'I 1'1 `,``-llRTxi R• N11 I 1 I 1 1 1.i u 00 ---T=---- — ------y= ----- 'CtNaImMC RAarto«uc-%+ 1r .i ] µR0. r -a / LIVpp IRO011 o"w - ' 11 II 11 tl 1 • y / aR ah ( i II6,. rn. i}II ill III 1 Ij IIS II � 1 1 y ` a 1 i _ 4_ IN a Ra r-er /; , I � I i ��� ,� iij 1 ; il'" ercG "' 1,, � II a ® � x r -e ,/]• / rn I I I Li nl of bi � I� i �L o a� r -e- - - rr_R�_• �� �R>�GA BW"A6T j'iIYfw �►YIL r -r. tS Yar Li- TO 4 1, 1"W.1 ut - •+ - r-1 ? r n MAIN LEVEL FLOOR PLAN DWKa q r TTa, �a + • i tH' - A' -o• —fC, �..'�J) - Ir -s, w R aw s e .Y -s x -+ STRUCTURAL ENGINEER: Emestroller Engineera, Inc. WINDHAM PARTNERS IN STARWOODS °"9 °° GROUND FLOOR PLAN 320 Malt Street, Suite 203, Carbondale, CO 81823 1 Tel 970 963-3223 FAX 970 90-9395 560 EPPLEY DRIVE. ASPEN, CO. 81611 / SHEET A2.2 o— Score I]r— By Tel 6463310002 FAX 212 333 3930 mamba, N—ipll— IxY�ea Io 06.27.2005 114'* 1' MAK �— 05 BUILDING PERMR STRUCTURAL ENGINEER: Ernest Kollar Engineers. Inc. WINDHAM PARTNERS IN STARWOODS Dwg °° LOWER FLOOR PLAN 320 Main Street, Suite 203, Carbondale, CO 81623 Ta 970963.3223 FAX 970963-93" 560 EPPLEY DRIVE. ASPEN, CO. 81611 SHEET A2,3 D°te 5°[e Drown E�, Tel 6463390002 FAX 212 333 3930 Number D—,Ipfl- issued �� 08.27-2006 1/4"+ 1' MAK BUILDING PERMr PpJGGT� i4ix tE OF 0040 ylP THEODORE K. GUY G 8-1063 ` QED Apr� r 0 Z '. Immml �r Z QYJ of 1-� wddj � mffml.�: 4 JOHN 111KE11 FAYIE- AIA -DESIGNER 1171 SOBTIEASi III, SIKIT - Sun 211 fill JAIRMIL-111111A 315/525-2111 U Ci V:1- �LWt / LT 7 L�tatiR.ww fiMK�s .ld 7v /Mc fgfl.Y ti//Ni IAV/6s A!A®IIfE �'�m =i n: '—Re�c a�31. rl4 O -EANSO „ Wmi• JOHM KENNETH PATIE• AIA-OISIGNEH I171 S18FIE121 1P� Si�Ei 58{if 211 FIIF LIIIE1111E. F111111 33311 315/ 525:-2166 31 32 33 ALTERATION for: ousAN PT E C, AIA I PROPOSED SECOND FLOOR PLAN I A STARWOOD — 560 Eppley Drive, ASPEN, CO. 6 R C t T E T 781 MI.. Street. N. YOA, NY 1003 J 1 Komi MAIN LEVEL FLOOR PLAN 1/4' - V -O' ORTH ALTERATION for: SUSAN POPOVIC, AIA A R G H I T E G T STARWOOD — 560 Eppley Drive, ASPEN, CO. 161 WYbm Strset, New York, NY 7p038 1 PVH LIBRARY 204 MARBLE FLOOR FINISH YARBLE WM SINK IS TO BE IN O 2- THICK SET (TYP.) 1 O I Eytend � e11n9 205 Icorry to I I 4 T. tY • /' LH F----- I ------ --,-------- I ------ I INSIDE BAR 6' 213 BOGII, this line II STONE VENEER !rues oba+e I • CARPET MARBLE I - I 1 I i TS�EETI=W BL_o. AFF-�E ❑ I T.O. PLY. EL a -I• - ---- ❑ I 87 c ry l/e � 7 r---- -------- -----t -rr---TT-- I EDGE OF SITE WORK TO BE 55 ------- 'Aq -F UP 3901 I New wall close a DRNEWAY AGGREGATE CONC. A SEEPS WALK �rr-_-I_I-_--.1� ---7- - - REFRIFR�ER R/ P COVERED TRASI� BELOW W/W UNIT. a •/, rb• �� ABOVE portion of existing I Y STEP TRENCH AS v Y. UNE FO BRIDGE ILd `-_--__-__-_- �___-____ O window, DRAIN 1„,p}A,jffB 7 CDNC. O LWDG 14 � C Addmner Waraae .wbnaar to etch floor ovation f 9Y-1' R/ TE CONC. h4 gEpNO� ( I I I AB I T.O. L O 105 -B -- I---- B 'I EJ O �-- C.J.xiu IEYI GATE TOY K I I I I I boz t t ------------------------- ------- ® GREAT ROO EA R.O. 10'-14- T.O. PLY. EL a -6' T.O. PLY. d e B -1• I I I„6.�N I I beams of cel0r,q 7' 9'-7j —4T Reinforce exislirg headers as requirsd I - I �_ I I ___y �. TERRACE I New oeonry 'N stone faring f.,mpbu. Provide support at the O1 I m 40 I r ____r,___ 11_ -I-----7 --------- O PLANTING AREA I II ©1 floor bellow. LIVING ROO 206 © ©1 I ^ 26 I r---rl----- I c I II I / ♦ � / 1�=12K2616.O-C � IJ II I FLR I 6 W I V- T.O. P. a e 9 -1' i I �Iti UNE _-__- _I1 .WALL BELOW $I� ___- I m m 7HS AAFA ONLY MUD Room 200 I r O I I 4� I IIg._,Wood _____-__ -_--__-_- _ iIi __- _________________ 24 TM pty. 27 o II I trussITO. Ia >-4 B I EL D'_ 1 AG9 Td.O.O C9OYN-0C ' T.OCONC. A7 O %' EL 31 STORM �I1 3080 A1 AID3 I All' 217 -----� • 202 I I gE_ I i7 B 10' = 6 B' (NN DOWN Opp BREAKFAST ROOM 209 I 7- --------------------------- fiABAGE 25 4 T 0 tY - 4'-0' k43RIB--- As RED'o R.O. 17'-34' 3 I ® R-1 -- ---- -- - -- -- I 201 Fin IIIII UP J6 35 34 J3 32 31 06 WINE CELLAR POWDE T.O. -1 3 TE6-0203 O `GrY'.1lI% I 214 III 39 OPEN T.O. GONGesm pi m O7 3/4' O g 24 HGr'inIlII , IAl1R I UNE OF FDN. WALL BELOW 34 r.fe ❑ NOTE: I 1 7 7 TOYR 216 PLANTER 0 35 I SHADING INDICATES AREA OF 1 J 1 Komi MAIN LEVEL FLOOR PLAN 1/4' - V -O' ORTH ALTERATION for: SUSAN POPOVIC, AIA A R G H I T E G T STARWOOD — 560 Eppley Drive, ASPEN, CO. 161 WYbm Strset, New York, NY 7p038 1 PVH LIBRARY 204 MARBLE FLOOR FINISH YARBLE WM SINK IS TO BE IN O 2- THICK SET (TYP.) 1 O I Eytend � e11n9 205 Icorry to I I 4 T. tY • /' LH OCWIL----- T.O. PLY.RFDR U. 0 99'-9 v, ---------- ------- INSIDE BAR 6' 213 BOGII, this line -11' • CARPET MARBLE I - I 1 T.O. PLY. EL R6'-10 3/4' eU'ene of sorry balcorry T.O. PLY. EL a -I• 87 c ry l/e � 4 IY r---- -------- -----t -rr---TT-- -- ---- ------- 'Aq -F UP 3901 A7 New wall close a /,il 'y NR �rr-_-I_I-_--.1� ---7- - - REFRIFR�ER R/ CC BELOW W/W UNIT. a •/, rb• �� ABOVE portion of existing I Y STEP I I I I I I Y. UNE FO BRIDGE ILd `-_--__-__-_- �___-____ O window, 1„,p}A,jffB 14 � Addmner Waraae .wbnaar to etch floor ovation f 9Y-1' T.O. L O B 'I EJ O �-- ® GREAT ROO EA R.O. 10'-14- T.O. PLY. EL a -6' T.O. PLY. d e B -1• 7' 9'-7j RUSH FUME BM New oeonry 'N stone faring f.,mpbu. Provide support at the O1 009N DOWN / I I OM M floor bellow. LIVING ROO 206 DINING RY 207 I I / ♦ � / 1�=12K2616.O-C � IJ Ne r wall eines a portion of existing T.O. P. a e 9 -1' -- --I----- ----� Pm - -- -t - F- 3 O 4� I IIg._,Wood trussITO. Ia >-4 PLY.209-T2A20T6'0 e 7-1' 1 -----� • I i7 N Opp BREAKFAST ROOM 209 e p K R.O. 17'-34' 3 ® R-1 -- ---- -- - -- -- I J 1 Komi MAIN LEVEL FLOOR PLAN 1/4' - V -O' ORTH ALTERATION for: SUSAN POPOVIC, AIA A R G H I T E G T STARWOOD — 560 Eppley Drive, ASPEN, CO. 161 WYbm Strset, New York, NY 7p038 1 PVH 212 T.O. PLY. d • 100-0' 0 DEPRESS FUR INSIDE BAR 6' .- PROPOSED FIRST FLOOR PLAN I A e e e ALTERATION for: uusAN PI T E C, AIA PROPOSED BASEMENT PLAN A STARWOOD — 560 Eppley Drive, ASPEN, CO. A R H 161 N1111am Street, New E rk T New York, NY 1003B e THE LOCATION OF EXISTING AND PROPOSED IMPROVEMENTS SHOWN ARE NOT THE RESULT OF A PROPERTY SURVEY. THE LOCATIONS ARE APPROXIMATE. IT IS THE HOMEOWNERS DUTY TO ENSURE ALL CONSTRUCTION AND IMPROVEMENTS LOCATIONS ARE ACCURATE. ALL SETBACK DISTANCES SHOULD BE CONFIRMED PRIOR TO EXCAVATION. EXISTING 1500—GALLON SEPTIC TANK AND VAULT. ADD EFFLUENT FILTER TO OUTLET OF EXISTING 1500—GALLON TANK, AND PLACE DOSING SIPHON IN VAULT. 50' JUL 1 2 2006 PITKIN COUNlY ENVlrR0tq' Pk1TAI HEALTH & Iiv1 URAL RESOURCES NOTES: 1. EXISTING TANKS MUST BE INSPECTED FOR INTEGRITY 2. EXISTING OVERFLOW LINES MUST BE INSPECTED �® 3. EXISTING INLET MANIFOLD MUST BE INSPECTED 4. EXISTING DRAIN FIELD MUST BE INSPECTED IN 3 DIFFERENT LOCATIONS TO VERIFY WORKING CONDITIONS AND DEPTH OF GRAVEL ADD 2000—GALLON ` SEPTIC TANK. /RR/G,q7./O APPROVED PLASTIC _ 0/76cp/ TANKS MAY BE: USED 4" SCHED 40 PVC LINE IND • ,,'' ra e � � INSTALL CLEANOUT PROPOSE® 6 BEDROOM R ES'®LNCL REMODEL SCALE 1"=20' NORTH O rONFIRM LEVEL ® INLET MANIFOLD o CONNECTION, AND EVEN DISTRIBUTION m TOPOGRAPHY NOT THE RESULT OF PROPERTY LINE A. SURVEY — 2 FT INTERVALS A'RON R(PES EXISTING DEEP GRAVEL TRENCHES 6 TRENCHES, EACH TRENCH 3'X 80' TOTAL AREA OF 1440 SF OVERFLOW LINES 2 Compartment Septic Tank With 4° Dia. Biotube Effluent Filter Orenco Systems® PVC Splice Box w/Cord Grips Incorporated PVC or Concrete Risers with Grommet(s) Fiberglass Gasketed Lid with recommended adhesive) 814 AIRWAY AVENUE (bond to tank adapter with Stainless Steel Bolts SUTHERLIN, OREGON 97479-9012 Slope Ground Away From Risers Conduit to Filter Cartridge Handle Alarm Panel (field cut to desired height) Conduit Seal Tank Adapter (cast or bolted) Inlet Tee Vent Orifice Effluent Discharge 2" �UqWd High Level Modulating Discharge Orifices Alarm Float (optional) Vault Inlet Ports Filter Cartridge Effluent Filter TELEPHONE: (541) 459-4449 FACSIMILE: (541) 459-2884 ADD EFFLUENT FILTER TO OUTLET OF EXISTING 1500—GALLON SEPTIC TANK. ADD DOSING SIPHON TO EXISTING CONCRETE VAULT. TYPICAL PLAN VIEW _ N.T.S. NEW SERIAL OVERFLOW LINES EXISTING OVERFLOW LINES OBSERVATION/VENT PIPES (TYP.) �FILTRATOR(R) QUICK(TM) REPLACE IF MISSING CHAMBERS, 3' X 4'--j EXISTING DEEP GRAVEL TRENCHES 3'X 80' 52" 43" vl (EFFECTIVE LENGTH) r� 12" 34 ®u _u®u _oo®u — 'la . �-•� � - �- .111 .�' . � • - �. , ��� 1 • - . Kell • - ...• . - • : - • - - 2111,111111 1111111111121; 6' MIN. 3' MAX 3' EXTENT OF EXCAVATION TRENCHES MUST BE LEVEL BACKFILL SLOPE FOR DRAINAGE 2' MIN INFILTRATOR(R) QUICK4(TM) CHAMBER, 3' X 4' SCARIFY SURFACE THE SLOPE AT THE PROPOSED DRAIN FIELD IS APPROXIMATELY 40-45% TO THE SOUTHWEST. VEGETATION CONSISTS OF A FULL COVER OF NATIVE GRASSES AND BUSHES. LIMITATIONS - THESE PLANS MUST BE USED IN CONJUNCTION WITH LETTER AND SOILS DATA FORM PROVIDED. THE DESIGN IS BASED UPON INFORMATION SUBMITTED. IF SOIL CONDITIONS ENCOUNTERED ARE DIFFERENT FROM CONDITIONS DESCRIBED IN REPORT, ALL SERVICE SEPTIC L.L.C. SHOULD BE NOTIFIED. ALL OWS CONSTRUCTION MUST BE ACCORDING TO COUNTY REGULATIONS. THE INSTALLER SHOULD HAVE DEMONSTRATED KNOWLEDGE OF THE REQUIREMENTS AND REGULATIONS OF THE COUNTY IN WHICH THEY ARE WORKING. THE COUNTY AND ALL SERVICE SEPTIC L.L.C.MUST VIEW INSTALLATION 1• 1