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Home My WebLink Aboutpitkin.eh.264916102005 (2005)Pitki ounty Environmental Health Departr. ,t 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 # 05021 Parcel ID # 2649-161-02-005 Type of permit New Repair(x) Addition/Remodel to House( ) Name of Owner Judi and Medford Leake Street Address 0357 Crystal Lane Property legal description Crystal River Country Estates Size of lot 2.04 acres Total square footage of the house 3069 sq ft Water source Private well # of bedrooms in house 3 # of offices, lofts & similar sized rooms in house Caretaker unit Total square footage of the caretaker unit # of bedrooms in caretaker unit # of offices, lofts & similar sized rooms in caretaker unit Designed for what # rooms (list) 3 bedrooms Permit information Designed by All Service Septic Mailing Address PO Box 2844, Glenwood Springs, CO 81602 Perc rate 25 mpi Profile hole depth 8 ft Depth to groundwater or bedrock Greater than 8 ft Minimum Septic tank capacity 1312 gallons Minimum Absorption area 525 sq ft w/ 50% reduction Comments Septic permit approved per compliance with the engineer design and specifications dated May 10, 2005. Any changes must be approved by this department and the design engineerrp for to them being made. Minimum horizontal distances between components of the system and physical features shall conform to the Pitkin County ISDS regulations. There must be at least a 29 foot separation between the field and the dry gulch. This system will consist of the existing 1250 gallon tank with an effluent filter on the outlet followed by a 500 gallon pump chamber. The effluent will be pumped to a distribution box and the effluent distributed to three trenches, each having 18 Quick 4 chambers in each for a total of 54 Quick 4 chambers. There must be at least 6 feet of separation 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. *Revegetation over the area of the field is very important for the functioning of the system. Pitkin County has guidelines that must be followed to assure the plants that are introduced are appropriate for the conditions of the area. The use of native plants is strongly encou Permit approved by: M � A P4, c (f` Date: �1 IF, �Z 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 drawings must be im; uded with this permit before the final approval will be issued. Installer: 01(,11 ' k0n�r"A h nn, Final approval: Date: kk j ctka -i fic i� E PITKIN COUNTY ENVIRONMENTAL HEALTH & NATURAL RESOURCES DATE:'? 1 —7 (a Send to: Ak &L rl" ��vi Attention: Office Location: Fax Number: -- ' CH •— O j�:� From: A �kk ,G c— Office Location: Phone Number: — S� 4% —7 Number of Pages, Including Cover: ❑ URGENT ❑ REPLY ASAP ❑ PLEASE COMMENT ❑ PLEASE REVIEW ®'FOR YOUR INFORMATION COMMENTS: V - � -oa - C), Pitkin County Environmental Health and Natural Resources 0405 Castle Creek Road, Aspen, CO 81611 Phone(970)920.5070 1 Fax(970)920.5077 Web site www.aspenpitkin.com/depts/12/ Mai 17 05 08:23a Pitkin Co Env. Health (970)920-5077 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 '-�lt4d (, a,c( �/f�CIL(-� �� L )-C&/e Owner's Mailing Address 0,57 -7 L t S' ( L ao Z City, State, Zip C L\ Business Phone: %�` (— Ot{O.3 Home Phone: �c7 <(- O -2 5 `{ E-mail Address: - 6 12 Q Ke g Q!J (, co &x Primary Contract Person (all communication regarding this permit will go through this person) Name L eaI�� Company Contact Mailing A//dd��ress 35'? Lr-S'i`d ( � ati e city, State, Zi �._CLY H &, J. t e p ? ((p 13 Business Phone : 76 q— a46Q 3 Cell Phone: 5 '7 q-- S 3 dy Fax: -?614— C !S 33 E-mail Address: 4;- 5a ,-rs. ✓1e-tr' Parcel ID # (available from assessor's oince at 920-5160 or at www.pitkinassessor.orq) (�. C _ L C . L `D Street address of property 35-7 L zV e Legal Description: Lot Block Filing ,Subdivision Cf 5-�r- (� Size of lot: 01 . lJ {^ acres. Type of proposed structure: Se Total square feet of house 36 62 # of bedrooms (potential) in house _ Caretaker Unit: Attached ( ) Detached (n ) Total areas . ft. of caretaker unit t4 I rc # of bedrooms(potential) in caretaker unit Permit is for: New Home ( ) Repair due to failure ( ✓) Remodel/Addition ( ) Emergency use ( } Water: Private well ( i -I 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 nate 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 cistems, drain tiles, irrigation ditches, lakes, water courses, streams, floodplains, dry gulches, and existing septic systems. I hereby certify that any such features not shown on attached site map are not present. Issuance of the permit does not imply the approval of any other permit required for construction pursuant to Pitkin County codes. No construction may be undertaken until all approvals and permits have been obtained. The Pitkin County Envin)nmental 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 case of failure of the system. Signature of applicant/ Date 4 8 S Received by (V 1� j Receipt # ( o Date G:\isdsVsds appliclisdsapp Rev050103.doc P.3 4L �•` PO Box 2844 Gill *n,4 1111 SEBY�CE Ph97"18.5033 L fax 303-216-2796 June 1, 2005 Project No. 1075 Judy Leake 0357 Crystal Lane Carbondale, Colorado 81623 Installation Observation, Leake Residence 0357 Crystal Lane Pitkin County, Colorado Judy Leake, ALL SERVICE septic, LLC performed an installation observation on May 24, 2005 for the subject property. The installation included the existing 1250 -gallon septic tank, followed by a 1000 -gallon, two- compartment precast concrete septic tank with a BiotubeTM pump vault in the second compartment. The drain field consisted of 4 rows of 13 to 14 gravelless chambers, for a total of 54 chambers, and 533 square feet of infiltrative area. A concrete distribution box was installed to distribute effluent. An as -built drawing is included. The 45 -foot separation from the 1000 -gallon septic tank to the river is acceptable. 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. Please call with questions. Sincerely, 0 ALL SERVICE septic, LLC Reviewed By: "-!W Teo U • �eir Timothy R. Petz Richard H. Petz,� • ' I E�►�0� 2 copies sent Copy to Pitkin County Department of Health and Environment, Attn: Carla AS BUILT DRAW Z i Q� 1000 GALLON,8EPTIC TANK AND PUMP CHAMBER �Q tl 533 SF OF C TRENCHES CHAMBERS 'QUICK-4'Cl 1250 -GALLON SEPTIC TANK WITH EFFLUENT FILTER _ _ . SCALE / 1"=20' NORTH / \ 29' SETBACK vuvL_Ixvn i 1 1 r it w , , i I i DONCRETE ION BOX. 0357 CRYSTAL LANE / ALL "r._11No. 1075 Qr=P\/1(' F QFPTIC`� _ \_— _ i • S :�.. w tie i x `'� til •�/.F {iy� *4'!Z': ,.:v. .,44`.. 's:: - -_r-�r r •0iG Pitkin County Environmental Health PO Box 2844 Glenwood Springs, CO 81602 Ph 970-618-5033 Fax 303-216-2796 May 10, 2005 Judy Leake 0357 Crystal Lane Carbondale, Colorado 81623 Project No. 1075 Subsurface Investigation and Repair Onsite Wastewater System Design, Existing Residence 0357 Crystal Lane Pitkin County, Colorado Judy Leake, ALL SERVICE septic, LLC performed a percolation test and a repair onsite wastewater system (OWS) design for the subject residence. The property is located near the Town of Redstone, in an area where OWS and wells are necessary. This letter is to be used in conjunction with plans provided. SITE CONDITIONS There is an existing 3 -bedroom residence at the subject residence. The present drain field has been experiencing problems and will be abandoned. The existing septic tank is in good condition and may be incorporated into new OWS. All other components of OWS should be replaced. SUBSURFACE The subsurface was investigated by excavating an 8 -foot test pit near the proposed drain field location as shown on attached plans. Three percolation holes were dug. The test pit indicated the site has a 1 -foot root zone, underlain by slightly clayey, silty sand with scattered cobbles, to the maximum depth explored of 8 feet. Groundwater or bedrock was not encountered. Percolation rates ranged from 20 to 27 minutes per inch (MPI). A 25 MPI rate will be used to design the OWS. DESIGN SPECIFICATIONS The OWS design is based on 3 -bedrooms and an average sewage load of 600 GPD. The installation must include the existing 1250 -gallon two-compartment septic tank with an effluent filter, followed by a 500 -gallon, single -compartment, precast concrete tank with a pump. Tank alternatives may be considered. Three gravelless chamber trenches must be installed as indicated on plans provided. Three rows of 18 `Quick 4' chambers, for a total of 54 chambers, and 533 square feet (SF) of infiltrative area, is required. A distribution box should be used to distribute effluent. Construction must be according to the county ISDS regulations, the septic permit provided by Pitkin County Environmental Health Department, and this design. Repair OWS Design Project No. 1075 5110105 Page 2 OPERATION INFORMATION AND MAINTENANCE The surface of the drain field should be seeded upon completion. Vegetation is an important factor in drain field performance. Geo -fabrics or plastics should not be used over the drain field. Livestock should not graze on the drain field. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWS. For Example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a drain field. The homeowner should pump the septic tank every two years and clean the effluent filter as needed. Garbage disposal use should be minimized, and non -biodegradable materials should not be placed into the OWS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWS. No hazardous wastes should be directed into the OWS. Mechanical room drains should not discharge into the OWS. The OWS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, air release valves and weep holes should be installed to allow pump lines to drain to minimize risk of freezing. 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. The OWS observation should be performed before backfill, after placement of chambers and distribution pipes. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. ALL SERVICE septic, LLC should be notified 48 hours in advance to observe the installation. LIMITS: The design is based on information submitted. If soil conditions encountered are different from conditions described in report, ALL SERVICE septic, LLC should be notified. All OWS construction must be according to the county regulations. Requirements not specified in this report must follow county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Please call with questions. ALL SERVICE septic, LLC Timothy R. Petz 3 copies sent Reviewed By; PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT Percolation Test and Soils Data Form - TABLE 1 - PROJECT 1075 PROFILE PIT Date of Test: 5-4-05 0 - 1' Topsoil, Root Zone, Sandy 1'- 8' Sand, Clayey,Silty, Cobbles, Dense, Moist, Red/Brown Colluvium No Groundwater or Bedrock was Encountered Hole Hole Depth Interval (min.) No. (in.) Measurement at Start of Interval in. Measurement at End of Interval in. Change (in.) Percolation Rate min./in. MPI 1 34 20 3.50 5.00 1.50 20 5.00 6.25 1.25 20 6.25 7.25 1.00 20 7.25 8.00 0.75 27 20 8.00 9.00 1.00 20 9.00 10.00 1.00 2 30 20 2.50 4.00 1.50 20 4.00 5.50 1.50 20 5.50 6.50 1.00 20 20 6.50 7.75 1.25 20 7.75 9.00 1.25 fill 20 3.50 5.00 1.50 3 38 20 3.50 5.00 1.50 20 5.00 5.75 0.75 20 5.75 7.00 1.25 20 7.00 8.25 1.25 20 8.25 9.00 0.75 27 fill 20 4.25 5.25 1.00 AVG = 25 MPI PITKIN ENVIRONMENTAL HEALTH DEPARTMEN i ISDS DESIGN CALCULATIONS Owner's Name Parcel ID # House Size (sq. ft.) L (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 600 State Review Required? no Perc Rate (T) Design Flow (Q) = # potential bedrooms X 2 people/bedroom X gpd X 1.75 Q= 1050 Minimum tank capacity 1312.5 gallons Absorption Area (=Q/ 5 X SQRT perc rate) A = 1050 sq. ft. of absorption area required 68 gravelless chamber units without reduction # of Perc Holes Required: 3 1 in every soil type? Spaced uniformly over proposed area? QUICK 4 9_8 A = 525 sq.ft. with 50% reductionTRENCHES I gravelless chamber units with reduction STANDARD A= 525 sq.ft. with 50% reductionTRENCHES 34 gravelless chamber units with reduction EQ 36 33 EQ36 units in TRENCHES SETBACK FROM WELL # of feet = 104 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 54 SETBACK FROM DRY GULCH # of feet = 29 100 QUICK 4 9.2 735 sq ft 30% reduction BED 80 chamber units with reduc. 735 sq ft 30% reduction BED I chamber units with reduc. �, � EQ36 units in a BED Tim Petz, 03:31 PM 5/9/2005 , Re: Leake Residence Test Pit Ready Page 1 of 2 auth-sender: timpetz@mail2tim.com thread -index: AcVU5ueNsOJi18EOQN+g97DGZ2X/Aw= Thread -Topic: Leake Residence Test Pit Ready From: "Tim Petz" <timpetz@mail2tim.com> To: <carlab@ci.aspen.co.us> Subject. Re: Leake Residence Test Pit Ready Date: Mon, 9 May 2005 15:31:55 -0700 X -Mailer: Microsoft CDO for Exchange 2000 Importance: normal Priority: normal X-OriginalArrivalTirne: 09 May 2005 22:31:55.0590 (UTC) FILETIME=[E7AB4660:O1C554E6] X -Spam: [F=0.0003447298; B=0.500(0); BMI=0.500(none); 5=0.010(2005042701); MH=0.300 (2005050904); R=0.073(s55/n694); SC=none] X -MAIL -FROM: <timpetz@mail2tim.com> X -SOURCE -IP: [66.28.189.48] X-MailScanner-Information: Please contact the ISP for more information X-MailScanner: Found to be clean Ya, the existing is out back, it is surfacing. Next to the river too. Tomorrow am is great. I will be around on tues if you have questions. just call. thanks heaps. ><-----Original Message-----> >From: Carla Block >Sent: 5/9/2005 4:37:46 PM >To: timpetz@mail2tim.com >Subject: Re: Leake Residence Test Pit Ready >Judy is my vet - sort of. I deal with her from time to time. >I don't know when ][ can get up to Redstone. >How about tomorrow am? It is the only day I can do it outside of >Friday. Is it REALLY failing? >Thanks, >carla >At 02:39 PM 5/9/2005 , you wrote: >>Contact : Judy Leake 704-0533 >>Address : 0357 Crystal Lane >>Directions : Go about 1 mile past the "Redstone 9" sign, and go left over >>bridge that says "Crystal River Country Estates". Take immediate right and >>follow road along river. The road will curve left and go up hill, take a >>quick right into drive that is marked with address. >>Test pit and peres in the side yard. >>This will be an upgrade, the system is failing. I am trying to rush this >>one due to proximity to river. Thanks tons! Printed for Carla Block <carlab@ci.aspen.co.us> 5/9/2005 Tim Petz, 02:39 PM 5/9/2005 , Leake Residence Test Pit Ready Page 1 of 1 auth-sender: timpetz@mail2tim.com thread -index: AcVU34ePQKr1EA1wQZSzVndYyPpg8w== Thread -Topic: Leake Residence Test Pit Ready From: "Tim Petz" <timpetz@mail2tim.com> To: <carlab@ci.aspen.co.us> Subject: Leake Residence Test Pit Ready Date: Mon, 9 May 2005 14:39:07 -0700 X -Mailer: Microsoft CDO for Exchange 2000 Importance: normal Priority: normal X-OriginalArrivalTime: 09 May 2005 21:39:09.0543 (UTC) FILETIME=[888ED770:OIC554DF] X -Spam: [F=0.0008039999; B=0.500(0); BMI=0.500(none); S=0.010(2005042701); MH=0.500 (2005050904); R=0.073(s55/n694); SC=none] X -MAIL -FROM: <tiinpetz@mail2tim.com> X -SOURCE -IP: [66.28.189.48] X-MailScanner-Information: Please contact the ISP for more information X-MailScanner: Found to be clean Contact: Judy Leake 704-0533 Address: 0357 Crystal Lane Directions: Go about 1 mile past the "Redstone 9" sign, and go left over bridge that says "Crystal River Country Estates". Take immediate right and follow road along river. The road will curve left and go up hill, take a quick right into drive that is marked with address. Test pit and peres in the side yard. This will be an upgrade, the system is failing. I am trying to rush this one due to proximity to ever. Thanks tons! Tim R Petz ALL SERVICE septic, LLC Onsite Wastewater Systems 970-618-5033 303-908-7823 Printed for Carla Block <carlab@ci.aspen.co.us> 5/9/2005 Nov 11 20 12:06p p•4 i t:� ter►. ��,� -�`� w�. C-oN-V A C.T C.� -1 A>. Tzoji . 0Q"IV-*q O35 CR�fbTAL t_ANO I'S 3(S5 uJ SI&A TART 5MEO jima@co.pitkin.co.us, nancyb@co.pitkin.co.us, barbarac@co.pitkin.co.us, Leake deck 0037 Crystal Lane To: jima@co.pitkin.co.us, nancyb@co.pitkin.co.us, barbarac@co.pitkin.co.us From: Nancy MacKenzie <nancym@co.pitkin.co.us> Subject: Leake deck 0037 Crystal Lane Cc: Bcc: Attached: Okay to issue the building permit. The new deck does not block access to the septic tank. Printed for Nancy MacKenzie <nancym@co.pitkin.co.us> Jun 15 04 02:16p David C. Ritchie 1-970-963-4330 p.1 0 FAX TRANSMITTAL Date: (e, -1 : - o `-{ To: AJ AN GN OK cA4ZLA- EN V. LkcAt'rp SOP E'c r 9-,,1 TS From: , A.,r ;P,1 i-r-rh E RECEIVED JUN 1 5 M4 PITKIN iC ul+I ENWRONMENTNI. N AI From: FAX # 970.963.4330 Of: P1'T'e o C✓ DD V . 0-t, l' 1H- Of: David Ritchie & Associates, Inc. Transmitting.-- pages, including cover sheet. Jf there was any difficulty in transmittal or legibility, please can 970.963.4335. The information in this transmittal is intended for the named party only. if you have received this tax in error please respect the confidentiality of addressee and notify sender. Thank you. wpdnralonno rd ofticefforms/f'1X OOC DAVID RITCHIE & ASSOCIATES, iNC. 201 Main Street. Suite 201 Carbondale. Colorado 61623 970.963.4335 970.963.4330 fax dritchieewpris.net 77 4a47'49Ckf A,07 �t Jun 15 04 02:16p David C. Ritchie 1-970-963-4330 p.2 ,..., %„ool b f � m W X Cl O � 9 llvOtt I n ` N [.j w N 7.W W b U Ucv LQ x E- w w 7... .Ur acn Ow ao W 0 � Hoz � mF 0 w o a U " o. c� W X T. W MCL o a� w ] ;. o �t w o cr. vi o w m o v�ito-tea -r p� CL, m 09 1 1 ti 4 %�3 r tZ t A C O r Wo LL' F� U� :L a E� 0 o � — i -, r� 'r i � e �� 1 iJ. APPROXIMATE LOCATION OF EXISTING 1000 SF DRAIN FIELD (TO BE ABANDONED) LOCATION OF EXISTING 1250 -GALLON SEPTIC TANK (EFFLUENT SCREEN TO BE ADDED) '4S EXISTING WI`t I f f a 60 0357 CRYSTAL LAME Project NO. 107 PO BOX GLENWOOD GLEN SPRINGS, PITKIN COUNTY, COLORADO REPAIR ONSITE WASTEWATER SYSTEM DESIGN 5-10-05 8-5033 970-618-5033 � t i t 1 1 � � 1� r rj 1 I APPROXIMATE LOCATION OF EXISTING 1000 SF DRAIN FIELD (TO BE ABANDONED) LOCATION OF EXISTING 1250 -GALLON SEPTIC TANK (EFFLUENT SCREEN TO BE ADDED) '4S EXISTING WI`t I f f a 60 u SCALE 1"=20' NORTH �'10 ` fl Effluent Pumping System - Law Head Pump - 500 gallon 0 Orenco Systems® 1�qxwaw 814 WWAY AVENUE SU111E"' aRSM 97474-9012 Inspection Access Riser and Lid (al or near ground surface), optional Tank Adapter — (cost or boded) Inlet Tee PUMP SPECIFICATIONS - PUMP MUST BE CAPABLE OF: GALLONS PER MINUTE = 28 DYNAMIC HEAD = 38.5 2" PVC PUMP" LINE $Q o AIR RELEASE AT HIGH POINT IN PUMP LINE CHAMBER W , SHOUEs O'FILE i W LD� FOLLOW PIT 0, TOPOGRAPHY 533 SF OF CHAMBER TRENCHES TRENCHES = 3 9 OUTLET CONCRETE DISTRIBUTION BOX, THE BOX r SHOULD BE MARKED/LOCATED FOR FUTURE USE, OR BROUGHT TO GRADE �► CHAMBERS PER TRENCH = 18 �'► 'QUICK -4' CHAMBERS = 54 f 29' SETBACK ti "fir► �iguid TANK SPECIFICATIONS CAPACITY REQUIRED = q X 1.75 X (30 HOURS/24 HOURS) =1312 GALLONS REQUIRED TANK = 1250 EXISTING WITH EFFLUENT FILTER, FOLLOW BY NEW 500 GALLON PUMP, CHAMBER CROSS SECTION OF TYPICAL CHAMBER -TRENCHES -+ 4" PVC OBERVATION PIPE 4,0' MAX LIMIT OF EXCAVATION GRAVELLESS CHAMBER 6' MINS--+ SCARIFY SURFACE INFILTRATOR(R) GUICK4(TM) CUT SHEET 48" EFFECTIVE LENGTH) TRENCHES MUST BE LEVEL 1,5' MIN Slope Ground Away from Riser Conduit to Control Panel -.- -PVC Splice Box with Cord Grips -Fiberglass Gasketed lid with Stainless Steel Bolts -PVC Riser with Grommet(s) (bond to tank adapter with recommended adhesive) -Discharge Assembly -Flexible Hose Effluent Discharge P—Tank Adapter (cast or bolted) Level Control noot Assembly Check Valve (optional) Pump Block InITI ONE, (54.1) 459--1449 FAMM E: (541) 459-2884 DESIGN THREE - BEDROOM RESIDENCE, <6000 SF = 600 GALLONS PER DAY TOTAL LOADING = q = 600 GALLONS PER DAY PERCOLATION RATE = 25 MINUTES PER INCH CALCULATED AREA = (1.75 X q X sgrt 15) / 5 = 1050 SF REDUCTION OF 50% 525 SF TRENCH SPECIFICATIONS WIDTH OF TRENCHES = 3 FEET =1 CHAMBER LENGTH OF TRENCHES = 72 FEET = 18 CHAMBERS TOTAL NUMBER OF'QUICKA' CHAMBERS=44 TOTAL INFILTRATIVE AREA = 533 SF Tf IREE TOTAL TRENCHES NOTES: TRE=NCHES MUST BE ANGLED TO FIT TOPOGRAPHY AND TO MINIMIZE REMOVAL OF TREES. THE SLOPE AT THE PROPOSED DRAIN FIELD IS APPROXIMATELY 10% TO THE WEST. VEGETATION CONSISTS OF A FULL COVER OF NATIVE GRASSES WITH SURROUNDING TREES. LIMITATIONS - THESE PLANS MUST BE USED IN CONJUNCTION WITH LETTER AND SOILS DATA FORM PROVIDED. THE DESIGN IS BASED UPON INFORMATIONSUBMITTED. IF SOIL CONDITIONS ENCOUNTERED ARE DIFFERENT FROM CONDITIONS DESCRIBED IN REPORT, ALL SERVICE SEPTIC L.L.C. SHOULD BE NOTIFIED. ALL OWS CONSTRUCTION MUST RE 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 SE"'TIC L.L.C.MUST VIEW INSTALLATION ALL SERVICE septic, LLC 0357 CRYSTAL LAME Project NO. 107 PO BOX GLENWOOD GLEN SPRINGS, PITKIN COUNTY, COLORADO REPAIR ONSITE WASTEWATER SYSTEM DESIGN 5-10-05 8-5033 970-618-5033 � t i t 1 1 � � 1� r rj 1 u SCALE 1"=20' NORTH �'10 ` fl Effluent Pumping System - Law Head Pump - 500 gallon 0 Orenco Systems® 1�qxwaw 814 WWAY AVENUE SU111E"' aRSM 97474-9012 Inspection Access Riser and Lid (al or near ground surface), optional Tank Adapter — (cost or boded) Inlet Tee PUMP SPECIFICATIONS - PUMP MUST BE CAPABLE OF: GALLONS PER MINUTE = 28 DYNAMIC HEAD = 38.5 2" PVC PUMP" LINE $Q o AIR RELEASE AT HIGH POINT IN PUMP LINE CHAMBER W , SHOUEs O'FILE i W LD� FOLLOW PIT 0, TOPOGRAPHY 533 SF OF CHAMBER TRENCHES TRENCHES = 3 9 OUTLET CONCRETE DISTRIBUTION BOX, THE BOX r SHOULD BE MARKED/LOCATED FOR FUTURE USE, OR BROUGHT TO GRADE �► CHAMBERS PER TRENCH = 18 �'► 'QUICK -4' CHAMBERS = 54 f 29' SETBACK ti "fir► �iguid TANK SPECIFICATIONS CAPACITY REQUIRED = q X 1.75 X (30 HOURS/24 HOURS) =1312 GALLONS REQUIRED TANK = 1250 EXISTING WITH EFFLUENT FILTER, FOLLOW BY NEW 500 GALLON PUMP, CHAMBER CROSS SECTION OF TYPICAL CHAMBER -TRENCHES -+ 4" PVC OBERVATION PIPE 4,0' MAX LIMIT OF EXCAVATION GRAVELLESS CHAMBER 6' MINS--+ SCARIFY SURFACE INFILTRATOR(R) GUICK4(TM) CUT SHEET 48" EFFECTIVE LENGTH) TRENCHES MUST BE LEVEL 1,5' MIN Slope Ground Away from Riser Conduit to Control Panel -.- -PVC Splice Box with Cord Grips -Fiberglass Gasketed lid with Stainless Steel Bolts -PVC Riser with Grommet(s) (bond to tank adapter with recommended adhesive) -Discharge Assembly -Flexible Hose Effluent Discharge P—Tank Adapter (cast or bolted) Level Control noot Assembly Check Valve (optional) Pump Block InITI ONE, (54.1) 459--1449 FAMM E: (541) 459-2884 DESIGN THREE - BEDROOM RESIDENCE, <6000 SF = 600 GALLONS PER DAY TOTAL LOADING = q = 600 GALLONS PER DAY PERCOLATION RATE = 25 MINUTES PER INCH CALCULATED AREA = (1.75 X q X sgrt 15) / 5 = 1050 SF REDUCTION OF 50% 525 SF TRENCH SPECIFICATIONS WIDTH OF TRENCHES = 3 FEET =1 CHAMBER LENGTH OF TRENCHES = 72 FEET = 18 CHAMBERS TOTAL NUMBER OF'QUICKA' CHAMBERS=44 TOTAL INFILTRATIVE AREA = 533 SF Tf IREE TOTAL TRENCHES NOTES: TRE=NCHES MUST BE ANGLED TO FIT TOPOGRAPHY AND TO MINIMIZE REMOVAL OF TREES. THE SLOPE AT THE PROPOSED DRAIN FIELD IS APPROXIMATELY 10% TO THE WEST. VEGETATION CONSISTS OF A FULL COVER OF NATIVE GRASSES WITH SURROUNDING TREES. LIMITATIONS - THESE PLANS MUST BE USED IN CONJUNCTION WITH LETTER AND SOILS DATA FORM PROVIDED. THE DESIGN IS BASED UPON INFORMATIONSUBMITTED. IF SOIL CONDITIONS ENCOUNTERED ARE DIFFERENT FROM CONDITIONS DESCRIBED IN REPORT, ALL SERVICE SEPTIC L.L.C. SHOULD BE NOTIFIED. ALL OWS CONSTRUCTION MUST RE 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 SE"'TIC L.L.C.MUST VIEW INSTALLATION ALL SERVICE septic, LLC 0357 CRYSTAL LAME Project NO. 107 PO BOX GLENWOOD GLEN SPRINGS, PITKIN COUNTY, COLORADO REPAIR ONSITE WASTEWATER SYSTEM DESIGN 5-10-05 8-5033 970-618-5033 LEAKS RESIDENCE El