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Home My WebLink Aboutpitkin.eh.264304301006 (2002)Document Layout (From Most Recent to Oldest Permit) Permit Application Log Sheet/Notes & Photos Communications As -built Design Engineer Design Soil Information Water Permit & Information Second System on property Third System.etc. Floor Plans Please See Building and Land Use Approvals Files for additional information. NSITE WASTEWATER TRET SYSTEM (OWTS) Etter CONSTRUCTIO MIT 0405 Castle Creek Road, Suite 10 Aspen, CO 81611 Phone: 970.920.5070 Fax: 970.920.5077 Permit #: 08012 (replaces 01015) Parcel ID #: 2643-043-01-006 Permit Issued: ❑ NEW ❑ REPAIR ❑ REMODEL/ADDITION ❑ TANK ONLY ❑ FIELD ONLY ❑ AMENDMENT Owner(s): Kevin Davis 01 oe Property Address: 701 Valley Downs Rd Legal Description: Lot 10 Aspen Valley Downs Size of Lot: 10 S Ded Accesso UYES Size of Building: 9,000 Size of Access t J 1200 Sq. Ft. System is designed f r a I o b rooms: 6 bedroom in the main house and 2 bedrooms in the {Je aretak nit. System is signed under the old ISDS Regulation, Revised 2001. Designed By: All ervi a tic roject #: 1455 Dated: 2/27/2008 Phone #: (70-61P-5033 1 41 Mailing Address: P.O. Box 2844 -Glenwood Springs - CO - 81602 FaxXumTa 303-216- Email Address: toetzlCaDcomcast.net PerLTA 0.95 file Ho na Depth to Groundwater or Bedrock: na Min Minimum Absorift Area: 2528 sf mit Conditions Lff This O S struction Permit is approved on thtccspi n of com a engineer design as submitted with the application and the 1p specific cited above. AAnnn cchhanges mustJ�a roved by this De an sign engineer prior to construction. 91 This Permit must be ke 3R9 during i tallatio�n. The a st do a plin of the installation and submit an "as -built' letter to this Department. s nmenso be called inspe minimum of 48 hours notice. Minimum horizon al stancen ccc000mponents of the system and physical features shall conform to the requirements of the Pitkin County OWTS Reoulatio This permit is conditiorW pon the property owner(s) providing for the regular inspection, cleaning, and maintenance of the system by qualified personnel, in accordance with the manufacturers recommendations and the requirements of the Pitkin County OWTS Regulation. This is a TANK ONLY permit to add a 1000 gallon single compartment septic tank after the existing 1000 and 2000 gallons tanks to serve the 6 bedroom main house. The existing pump in the 2000 gallon tank will be placed in the new tank. An existing 1000 gallon tank serves the caretaker unit The engineer is using a LTAR of 0.95 and has stated that the existing absorption beds of 2790 sf are sized to serve 8 bedrooms. THIS PERMIT IS EXPRESSLY CONDITIONED UPON COMPLIANCE WITH ALL REQUIREMENTS OF THE PITKIN COUNTY OWTS REGULATION. INCLUDING BUT NOT LIMITED TO THOSE CONDITIONS SPECIFIED ABOVE. Plans and specifications for the proposed OWTS have been reviewed and are considered satisfactory. Permission is hereby given to the property owner(s) to perform the work indicated in accordance with the Pitkin County OWTS Regulation. This Permit will expire 1 year from the date of issuance unless construction on the system has commenced. An "as -built' drawing must be submitted aapproved by EH/NR before final approval of the system will be is ued =. / Issued By: , Y L� IL/ /f-" Date: U D UO Expires: 0 q b Installer: V - License #: I Final Approval Issued By: Date: C4 �SormsC, .91 �� 3 /-7/o9-- CIZIR: ONSITE WASTEWATER TREATMENTSYSTEM (OWTS) CONSTRUCTION PERMIT APPLICATION 0405 Castle Creek Road, Suite 10 - Aspen, CO - 81611 Phone: 970.920.5070 Fax: 970.920.50 77 Parcel ID# (available from the Pitkin Cou 970-920.5160 or at www. i[kinassessor. r ce l _ _ a(Q 3 D� 3 V 0 Q Purpose of Permit ❑ NEW UE M ONLY Cost of System Repair or RemodellAddition (approximate): Fax Number. SIS— 9?5— 0 Property Address: orms ons p. Lot O Filing: Subdivision: e , Size of Building (square feet): OOO Properly Owner(s)': f Email Address: Owner's Me I g=k T ❑ NO City, State. Zip: A (� / 1P / l Home ho�Sse: ctiu - cS7 Business Phone: _ CIZ-5- 'Contact informabon must be provided for the owner signing this application. ct Person/Applicant (if not owner):Company: r5/1A-7;' C! 7o—,T Conte lio t Mailing Address: 7-7 G. ,4E L; i Z f City, State, Zip: GJ Cell Phone: _ Business Phone: -17-7 ` Fax Number. SIS— 9?5— 0 Email Address: 7 E: AL ; orms ons p. Building Permit # (if applicable): ate LM Size (in acres): O , Size of Building (square feet): OOO Number of Potential Bedrooms: Detached Accessory Unit? YES ❑ NO Size of Accessory Unit (square feet): Oa Number of Potential Bedrooms In or Fixture List for the Accessory Unite A Water Source: PRIVATE WELL ❑ SURFACE WATER ❑ SPRING ❑ COMMUNITY/PUBLiC WATER SYSTEM Name of Community/Public ter System (if applicable): Engineering Finn: Job Number: Phone Number. 'Number Mailing Address: Cty, State, Zip: w o nZ PLEASE READ BEFORE SIGNING: I certify that the above information is complete and accurate and that I have provided complete and accurate information in all of the documents included in my application package. I acknowledge that EH/NR may revoke any permit I am issued if my application is found to contain any inaccurate, false, or misleading information. I understand that no construction may be undertaken on an OWTS until an OWTS Construction Permit is issued. Owner Signature: Date. Applicant SignaWre: Date: FOR OFFICE USE ONLY, Received by EN/HR Staff: Fee &Receipt # I 1J�h" Date: orms ons p. ate Tom Dunlop From: Sent: To: Cc: Subject: Kevin Davis, #1455 0 0 Tim Petz [tpetz1@comcast.net] Wednesday, March 03, 2010 5:49 AM Tom Dunlop Bryan Daugherty Re: Expired OWTS They wanted to add a bedroom. No construction has taken place, they are in a hold position. I will let them know there permit has expired. Tim Petz All Service septic, LLC / ITS, Inc PO Box 2844, Glenwood Springs, CO 81602 970-618-5033 6147 Braun Court, Arvada, CO 80004 303-908-7823 FAX 303-216-2796 ---- Original Message ----- From: "Tom Dunlop" <Tom.Dunlop@co.pitkin.co.us> To: tpetz1@comcast.net Cc: 'Bryan Daugherty" <Bryan.Daugherty@co.pitkin.co.us> Sent: Friday, February 26, 2010 2:31:42 PM GMT -07:00 US/Canada Mountain Subject: Expired OWTS Hi Tim, I am working for Carla a few hours per week while she is on maternity leave. She asked me to review pending OWTS files. I found a few designed by you and have listed them below with expiration dates and a brief description of what is needed if I found it noted in the permit file. Please reply to Bryan Daugherty at the email listed above. His phone number is (970) 920-5076. 1) Brandon Cohen, 8961 Woody Cr Rd, Lot 1 Silver Creek Subdivision, expiration date 6/26/09, your project # 1465 2) Kevin Davis, 701 Valley Downs Rd, Lot 10 Aspen Valley Downs, expiration date 4/7/09, your project # 1455 3) DJ, LLC., (Bower), 722 Woody Creek Rd, expiration date 10/17/08, your project # - unknown 4) Bill and Nancy Hill, 6889 Capitol Creek Rd, expiration date 2/6/08, your project # - unknown, note in file said the pump was not wired. 5) Helvetica Endevors, 1654 Castle Creek Rd, Lot 2, expiration date 5/18/08, your project #- unknown, note in file said a well abandonment form was needed as per their new well permit. This note was dated 9/25/09 6) Brooke Paulides, 200 Sopris Creek Rd, expiration date 9/11/08, your project # - unknown, note in file said you were to follow up with the owner indicating the septic system was actually connected to the house. This note was in an email you sent to Carla on 7/15/08 7) William Russell, TBD Hwy 133, EI Rancho Deluxe Lot 3, expiration date 10/24/09, your project # 1537, note in file said the septic system was not hooked up to the house, there was no inlet T, and inspection port covers were needed E 8) Salvatore Rubino, 1101 Coal�ek Rd, expiration date 8/12/09, your projo# 1139 9) Stella Polare, LLC, 44010 East Hwy 82, expiration date 6/24/09, your project # 1260 10) W/1 Lot 2 LLC, c/o Gerry Hazelbaker, TBD Byers Court, W/1 Ranch Lot 2 Filing 5, expiration date 4/22/09, your project # 1379 Thank you, Tim Tom Dunlop q 0 Nancy Mackenzie From: Brad Elliott [brad@bearchitect.com) Sent: Monday, March 10, 2008 4:20 PM To: Nancy Mackenzie Subject: Fwd: Ken Davis Aspen Valley Downs Lot 10 Nancy, Here is the email approval from Michael Kraemer. Thank You, Brad Elliott Brad Elliott Architect, Inc. 970-927-7620 0204 Park Ave. Suite 2F Basalt, CO 81621 brad@bearchitect.com www.BEArchitect.com Begin forwarded message: C > From: "Michael Kraemer" <michaelk@co.pitkin.co.us> > Date: March 10, 2008 4:03:03 PM MDT > To: <brad@bearchitect.com> > Subject: FW: Ken Davis Aspen Valley Downs Lot 10 > -----Original Message----- > From: Michael Kraemer > Sent: Monday, March 10, 2008 3:29 PM > To: 'Brad Elliott' > Cc: Nancy Mackenzie > Subject: RE: Ken Davis Aspen Valley Downs Lot 10 > Brad, > Thanks, this is the information we needed. You can consider your > project formally exempted from Planning Review pursuant to 7-10-30(b) > of the > 2006 Pitkin County Land Use Code. Please keep in mind that earth tone > colors and non -reflective roofing materials must be employed for the > addition to the residence. > Thanks, > Mike > -----Original Message----- • From: Brad Elliott [mailto:brad@bearchitect.com] > Sent: Monday, March 10, 2008 3:19 PM > To: Michael Kraemer > Subject: Fwd: Ken Davis Aspen Valley Downs Lot 10 • Michael, > Nancy forwarded this email conversation to me. I just thought I would > forward you this scan from All Service Septic showing the location of > the new tank inside the development envelope. We don't need any > additional Leach field area. 0 0 Nancy Mackenzie From: Nancy Mackenzie Sent: Wednesday, December 26, 2007 1:36 PM To: 'Brad Elliott' Subject: RE: Davis Septic System 701 Valley Downs Rd Brad, I think it would be best if you would bring a full set of plans to our office. We always check all floors,including the basement, to see if any other changes have been made that would affect the septic system sizing. (The permit that was issued in 2001 was for 5 bedrooms in the main house and 2 in a detached caretaker unit.) Let me know when you can come in and we can look at it together. -----Original Message ----- From: Brad Elliott [mailto:brad@bearchitect.com] Sent: Wednesday, December 19, 2007 11:09 AM To: Nancy Mackenzie Subject: Davis Septic System 701 Valley Downs Rd Nancy, Here are the plans for the Davis Residence. I have included the Demo Plans as well as the new plans so you can see what we are adding. /, 1 0 0 fl l l V0Box 2844 Glenwood Springs, (081602 Ph 970-618-5033 SEflYICt Fax303-2164796 February 27`s 2008 Brad Elliot C/O Kevin Davis 0204 Park Avenue, Suite 2F Basalt, CO 81621 Project No. 1455 Onsite Wastewater System Evaluation and Sizing Justification, Existing Davis Residence Lot 10, Aspen Valley Downs 701 Valley Downs Road Pitkin County, Colorado Mr. Elliot, As requested by Brad Elliot, ALL SERVICE septic, LLC evaluated the existing onsite wastewater system (OWS) designed by CHURCH, Pro No. 11019, in order to determine if the existing OWS would accommodate an additional bedroom in the main residence. CHURCH performed a percolation test in 2000, and prepared an OWS design based on an average percolation rate. The design was based on 5 bedrooms for the main residence and 2 bedrooms for the caretaker unit, for a total of 7 bedrooms. The current homeowner is adding a bedroom to the main residence bringing the total number of bedrooms to 8. The subject property is located outside of Aspen, Colorado in an area where wells and OWS are necessary. The subject well is greater than 295 feet from the existing drain field. The subject OWS consists of three septic tanks and one 2790 SF chamber -drain field, as indicated on the attached as - built drawing. Soil samples were collected at the subject site in order to perform gradation analyses and determine a long -term -acceptance -rate (LTAR). Our sizing of the proposed 8 -bedroom residence will be based on the LTAR from the soil samples collected. The soil samples, and gradation analyses, indicated the soils were a sand to a sandy loam. A 0.95 LTAR will be used to justify the sizing of the drain field. DRAIN FIELD SIZING: 6 bedroom main residence, >6000SF = 1560 gallons per day (GPD) 2 bedroom caretaker unit, <6000SF = 400 GPD Total loading = 1960 GPD�x 1.75 = 3430 GPD 3430 / 0.95 LTAR = 3611 of required SF of #in field. 30% reduction based on chambers = 2528 SF Existing drain field area = 2790 SF The existing drain field will serve the existing residence, including the proposed additional bedroom in the main residence. M • Onsite Wastewater Systems Pro. No. 1455 Feb 27 2008 Page 2 TANK SIZING: 6 bedroom main residence, >6000SF = 1560 GPD (3000 gallons exist) 2 bedroom caretaker unit, <6000SF = 400 GPD (1000 gallons exist) MAIN Total minimum gals required = 1560 GPD x 1.75 x 1.25 = 3413 Gals CARETAKER Total minimum gals required = 400 GPD x 1.75 x 1.25 = 875 Gals The main residence requires a 1000 -gallon, single -compartment, concrete septic tank to be installed to accommodate the additional loading, as indicated on plans. The existing pump in the existing tank is sufficient to serve the new tank and existing drain field. Remove pump and pump vault from existing tank and place in proposed 1000 -gallon single -compartment tank. ADDITIONAL REQUIREMENTS Check the septic tank to ensure the pump is working and that the tank is not overdue for pumping. 2. Clean the effluent filter. Check observation pipes to ensure that they are clear and that no liquid is standing in the drain field. OPERATION INFORMATION AND MAINTENANCE INFORMATION 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. LIMITS: This evaluation is not a guarantee of any future drain field performance, in any way. 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. Sincerely, ALL SERVICE septic, LLC ---�-7- Timothy R. Petz 3 copies sent M WELL LOCATED 500+ NORTHWEST OF DRAIN FIELD �LF�C [OG= Os 5Rp54 PROPOSED UPGRADE OWS /2790 SF OF DRAIN FIELD IN SEVEN CHAMBER /BEDS. EXISTING TANKS. ONE 2000 -GALLON 2 -COM TAN FOLLOWED BY ONE 1000 -GALLON SINGLE -CO TANK WITH PUMP VAULT. IEDGE OF DISTRIBUTION / BOXES 2" PUMP LINE TO DRAIN AFTER EACH DOSE. INSTALL A 1000 -GALLON, SINGLE COMPARTMENT PRECAST CONCRETE SEPTIC TANK WITH PUMP VAULT. \ THE PUMP MAY BE TAKEN FROM EXISTING TANK AND PLACED IN PROPOSED TANK. s% K M CONCRETq WALL L—I &BEDROOM RESIDENCE 1000 -Gallon, Effluent Pumping System - Single -Compartment radar a oacMr wrr PC Ibr .In r �1 AM ft� ftV I Slrii 9 a.% cw"b— Caae Paw ar• ue — wa t«'oTn nesya (rra a wNM 50P'Ia.4 2 -BEDROOM CDU GARAGE AND CARETAKER 40.00' O O EXISTING 1000 -GALLON TANK WITH EFFLUENT FILTER Keep drive clear for /emergency access MI 5llmttl'� LOT 10, ASPEN VALLEY DOWNS SEWER LINE MAY HAVE TO BE PRO. NO. 1455 RELOCATED IF UNDER NEW CONSTRUCTION, AND/OR SERVICE SEPTIC INSULATED UNDER DRIVES AND DAVIS RESIDENCE WALKS. SCALE 1" = 30' NORTH &BEDROOM RESIDENCE 1000 -Gallon, Effluent Pumping System - Single -Compartment radar a oacMr wrr PC Ibr .In r �1 AM ft� ftV I Slrii 9 a.% cw"b— Caae Paw ar• ue — wa t«'oTn nesya (rra a wNM 50P'Ia.4 2 -BEDROOM CDU GARAGE AND CARETAKER 40.00' O O EXISTING 1000 -GALLON TANK WITH EFFLUENT FILTER Keep drive clear for /emergency access MI 5llmttl'� LOT 10, ASPEN VALLEY DOWNS ALL PRO. NO. 1455 PITKIN COUNTY, COLORADO SERVICE SEPTIC DAVIS RESIDENCE 970-618-5033 FIGURE 1 b ax ren raN Cr•r r dwnEN Mwr 1/6-6w, ftW N* to •a Prrw •w ue W ww PwY o aewd Pup �a qr Pad w• Pap art 0.1 dos"�"waowem symam• Nr rr ••ra urea. omor arw-ea aun•c awl ya-y�• nraac prq eraa C 01 G .y 1p Q. 0 100 90 80 70 60 50 40 30 20 10 0 L 0.01 GRADATION A►NA►LYW #200 #100 450 430 416 48 44 3/8" 3!4" L1!2' 3" Gravel - 0% Sand - 80% Fines - 20% Project No. 1455 0A 1 10 Diameter of Particles in Millimeters SAMPLE A - Sand to Sandy Loam, Dense, Very Moist, Red/Brown DEPTH - 1.0 feet MOISTURE CONTENT - 10.2% 100 • NZ 0 100 90 80 70 60 50 40 30 — 20 10 0 0.01 GRADATION ANALYA1 9200 9100 950 930 416 48 a4 3/8" 3/4" 1-1/2" 3" Gravel - 0% Sand - 63% Fines - 37% Project No. 1455 0.1 1 10 Diameter of Particles in Millimeters SAMPLE B - Sand to Sandy Loam, Dense, Very Moist, Red/Brown DEPTH - 1.0 feet MOISTURE CONTENT - 9.5% 100 M M 0 Ll 0 0 Nancy Mackenzie From: Michael Kraemer Sent: Monday, March 10, 2008 3:29 PM To: 'Brad Elliott' Cc: Nancy Mackenzie Subject: RE: Ken Davis Aspen Valley Downs Lot 10 Brad, Thanks, this is the information we needed. You can consider your project formally exempted from Planning Review pursuant to 7-10-30(b) of the 2006 Pitkin County Land Use Code. Please keep in mind that earth tone colors and non -reflective roofing materials must be employed for the addition to the residence. Thanks, Mike -----Original Message ----- From: Brad Elliott (mailto:brad@bearchitect.com] Sent: Monday, March 10, 2008 3:19 PM To: Michael Kraemer Subject: Fwd: Ken Davis Aspen Valley Downs Lot 10 Michael, Nancy forwarded this email conversation to me. I just thought I would forward you this scan from All Service Septic showing the location of the new tank inside the development envelope. We don't need any additional Leach field area. 10 LAJ LOT 10, ASPEN VALLEY DOWNS PITKIN COUNTY, COLORADO 2790 SF OF GWELL =.V n-BE RSANFL ACt , LENGTH BE�VMDE B- 12 CHAMBERS IN LENGTH 2 CHAMBERS WIDE 2-V L41 LEVEL -DIINIMUM DIST El11 POND IF UNLINED .:g NOTE: WELL IS INSTALLED 275 FEET MINIMUM FROM OWS FIELD CLEANOUTS ARE PLACED AT 1020 F INTERVALS MINIMUM SETBACK DISTANCE FIELD To POOL- 25 FEET JOB NO. 11019 NOT TO SCALE N CONTOURINTERVAL: 2* -0" LYONMP PROVIDED BY LINES IN SPACE GALL- Sil coNcRtE sEFri FI ONTHit* PARKING ........... \ PROP D RE E ............... c IT PR OSED IVE NET DU s UNE T K AN\ E ALTE ON E BE EA PAVE NT. 4D OWS AS -BUILT DRAWING 0 � 0 1 etaoe ;. -- \ DWW LOT 7 ruse P#;LcvNE OT O >�' \ � '� 1�'��L`i' �' I� pSA. 1'. .fit •�}••�A �ti( 'i :,: 1` \ 4Q211 Ar C7 .(- _ _ Li" .. :r i's{i .y, .i 7 a."' ..i^.,t �• .'a. �" � .�• •.{ ti , yT'�N. �' •, _'�^, !Awl. ,. , _v. •sem -��h�: ',1••',• i'J 'fy'.� ' •> 'r .•, (ryy�� ,rYi. �'. ••,� e' � t. -• r•r, i!.5 tN�i t•, i.Y"4•'? �'t•�: { j � � lj.i. _• :.al': \\\ ,• Yf - "f> � . �" •'�'S'` ,'. � I _ Y'•1-'ry ia� „�••' ! < ,, `1 � ' LOT :.10 F� lk ` ` •� l.! \ \ r 1 �'e,. •j.� If^•.t !': 15't:a-l• K.•�, r••('�',.4i�>'��: ''.7i,£._r'4:J i`�: try f of t`Fnt \ _ .� �Y..l!"h.�Y tI r 1 �, � .'! ' a_ .�,,>. a• rp ! \ iii l \ �'. \� +'"I w• M •! • f • • : t ,.. '• j'r1r"/ {\fy\•i I'. I .' �. .,•'•J, . •.. ill I / \ \ ``, +'I - I � .> I Y��iry l:p �.l,T �''. _, J • � •'��,• • �Loov -t/000 000 y74 ISDS DESIGN CALCULATIONS - for Pitkin 2 g0 / Owner's Name Parcel ID # . House Size (sq. ft.) ;M (75 gpd, 100 gpd, or 130 gpd) 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 1860 State Review Required? no Perc Rate ' (T) Design Flow (Q) = # potential bedrooms X 2 people/bedroom X gpd X 1.75 Q-- 3255 Minimum tank capacity 4068:75 gallons Absorption Area (=Q/5 X SQRT perc rate) A = 4,013 sq. ft. of absorption area required 259 gravelless chamber units without reduction # of Perc Holes Required: 3.3441946 QUICK 4 9.87 A = 2006.5168 sq.ft. with 5o% reductionTRENCHES 203 gravelless chamber units with reduction STANDARD A = 2006.5168 sq.ft. with 50% reductionTRENCHES 129 gravelless chamber units with reduction EO 36 126 EQ36 units in TRENCHES QUICK4-EO36 2007 259 SETBACK FROM WELL # of feet = 280.4 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 230.4 SETBACK FROM DRY GULCH # of feet = 205.4 I t / 17 1.75 73Z) 3 2 S� 3'13 `� UICK 4 9.2 2809.1235 sq ft 30% reduction BED 305 chamber units with reduc. 2809.1235 sq ft 30% reduction BED 181 chamber units with reduc. 225 EQ36 units in a BED 2809 439