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Home My WebLink Aboutpitkin.eh.264333301005 (1988)ASPEN*PITKIN r ENVIRONMENTAL HEALTH DEPARTMENT o1WA.-5— INDIVIDUAL SEWAGE DISPOSAL PERMIT NO.� PE OF PERMIT: PE Construction ( )Emergency Use ( )Repair Work,(Pievioua Permit 1 .) ( )Alteration of an existing system, or installation (Previous Permit i ) ( )Use Permit as a result of Sale ( )Other: ISSUED T0: DATE OF ISSUE Omer OCL, rr l � dome Mail in g Address AgentjLSJE�d (P,6 Mailing Address,_ Phan iZ �M'��Business Phone Sewage Disposal System Work to be performed by Phone_�o� This permit valid only for premises location by the following legal jdescriptions S _ �%l f1L� Ei��c311L')�1V l �N• �j S� �t �� + /V 4N�G1 S . AVERAGEPERCOLATION RATF. �/� LOT SIZE , WATER SUPPLY �l)%1/] S/d ` 4 This Individual Sewage Disposal Permit is granted with regard to the following uses h5_ 1 6AITI A1.... U(.R EX Nur.:bcr oftDodreoms-_ LoftsIQ Garbage Disposals_ Dishwashers Clothes Washers CALCULATED AVERAGE DAILY WASTE LOAD (.'(.,J GALLONS. THE NTATURE OF THE SYSTEM INCLUDED UNDER THIS PERMIT: Type of Tank or Treatment Units �r/�� Tank. Capacity V V Ll Callon Hlnimua Mrthod of rinal Disposal tZ45Wi5 1&--D `jam JN,rj�f ��d&jAsorptiop Area 10�n% Square Feet Mininum lite Description (including brand names, if any) of other equipment or appurtnancess Otter Conditions or Specifications$ // bV OWFE_0/.t1C PLHNS rc Fv , ao,e 00,/, h1,1 D,91CD &011/88 /VUST �c 1, s e�F1e�T�o.trS r--wZAE�i�fNO Nom !3 ,Tr STAGES REQUIRING INSPECTION BY THE HEALTH DEPARTMENT: ' ( )Before Excavation ( )Upon completion of excavation and prior to placement of gravelefore covering tion ystem or absorption field n yrior to backfill of any component ()other, Specifyf Plans and specifications of the proposed sewage disposal system hive been reviewed and are considered satisfactory. Permission is hereby granted to t1,e. owner or his agent to perform the work indicated above in accordance with the Pitkin Cocnty Indivi ual Sewa,e Disposal Re•sulations in effect on the date of issue. In addition to general provisions set forth on the reverse hercoi, this Permit is suthject to the following additional terns and conditions: At I APPROVED FOR ISSUE BY (title) '' �F&Ca The above individual sevago disposal system installed by /�S/Y f,-/!/-//7/'IUV, has been in::pcctcd for use by a representative of the As i'�t in Lnvlronm..•nta rv..ponsibllity in case of failure or inadequacy of t is •ewage disposal system. DATE OF FINAL I 'P -CT N_ B'L 11c.ilth Deparunent. -inr uwnuv asownua a Complete as -built drawing attached. TITLE 130 South Gal a Str4a6 Aspen, Colorado 8161'1 Aspen/Pitkin Envifohmentzl Health Officer 303/925-2020 ASPEN*PITKIN 1' =rya ENVIRONMENTAL HEALTH DEPARTMENT APPLICATION FOR AN INDIVIDUAL SEWAGE DISPOSAL•PERMIT Name of OWNER ��c�� PHONE a/Z 7S'/ X77 Address of OWNER _Z GJgST Nb� ` -��t�q Name of APPLICANT ?J5C n n S i �2�t (-IC-PHONE PERMIT TO BE: ( Ygicked Up ( )Hailed tot TYPE OF PERMIT: �Q„New Installation ( )Repair ( jOwner ( )Applicant ( )Emergency Use ( )Alteration NOT due to failure LOCATION OF PROPOSED SYSTEMt /�, 4' �'" ',•I X,egal Description r> 0 `'i �J(-'`� r vl�n r L- ✓�V (�l (vAl Lot �> Block Filing Subdivision (!:aVC-tepK Size of Lot"�e ,'° acres TYPE OF STRUCTURE: ( )Single Family Dwelling (')Others Do you plan any further additions to the residence? ( )YES ( )NO No. of bedrooms_ No, of Lofts No. of Garbage Disposals Z No: of Automatic Dishwashers No. of Automatic Clothes Washers WATER SUPPLY: ( )Private Well, Depth or ( )Public, Name of System��r"-K ( )Spring ( )Stream or Creek TYPES OF INDIVIDUAL SEWAnE DISPOSAL SYSTEM PROPOSED, (.)Septic Tank/Absorption Field ( )Aeration Plant/Absorption Field ( )Composting Toilet ( )Incineration Toilet ( )Mound ( )Recycling, potable use ( )Recycling, other use ( )Vault Privy ( )Other: The A nitial site inspection must be arranged with the Aspen/Pitkin Environmental Health Department (925-2020. 8:30-9:30 a.m.) before a permit can be issued. The individual sewage disposal permit must be issued before a building permit can be obtained. IPINAL INSPECTION APPROVAL MUST BE GIVEN BY THE ASPEN/PITKIN ENVIRONMENTAL HEALTH DEPARTMENT PRIOR TO BACKFILLING ANY PORTION of THE SYSTEM. Application for an individual ewage dis e1 permit is hereby submitted. The undersigned acknowledges that the above information is true and that false infor on will val We�h application and any subsequent permit. p Signature of Applicant DATE Ir -1S 3— �VY7 (Th lication becomes. invalid 12 months from the above date.) NOTE: PLOT PLAN must be filed with this application. Please locate the following items by measured distances: 1. Property lines and dimensions. 2. Proposed and existing water wells on subject property and adjacent property. 3. Domestic water service lines. 4. Proposed and existing buildings, driveways, and other structures. S. Streams, lakes, ponds, irrigation ditches, and other water courses. 6. Proposed and existing individual sewage systems on subject property. , SUBMIT A REVISED PLOT PLAN PRIOR TO CONSTRUCTION IF INSTALLATION IS TO BE CHANGED FROM ORIGINAL PLAN. The undersigned hereby acknowledges receipt of this individual sewage disposal perm t appli nSion and a permit fee in the amount of = � ) , Receipt Number , Date Fca Received - Administrative Officer 611 —Ii33G 130 South Galena Street Aspen, Colorado 81611 303/9252020 0 501 0� e� T a.1f 23 S/ 3X2�C4 2 coq (491 bas b6'11 7d3 7o% 3� 1420 ,ovl r/ 9�L . ASPENO.A. EARTHMOVING July 12, 1989 Mr. Jeff Simonson Schmeuser, Gordon, Meyer \�~� 1512 Grand Avenue, Suite 212 Glenwood Springs, CO 81601 Dear Jeff: As per our telephone conversation, l talked to Bob Nelson about using the RUFCO-RAVEN 10806 liner material for the Seiden Residence septic system in Owl Creek. Bob did not seem to have a problem with using the material for lining the fields. He did ask me to make sure you were aware of the change from a PVC type liner. I have attached a spec sheet on the product, and have placed an order for the material. We should be starting construction on the system within the next few days. I will keep you posted. Thank you. Yours tru|y, ASPEN EARTHMOVING, INC. Richard P. Stevens RPS/bl cc: Bob Nelson Box 325 Old Suuwmuss,Colorado 8l854 3039254324 o7/10/89 14:56 IU303 243 2767 BOSS AT V.P. RUFCu 108 Heavier, Tougher. Longer Lasting Do you have jobs that require polyethylene sheeting to last longer'? Then you're looking for RUPCOI�' 10805, a product of Kaven Industries. KUF'CO1` 108013 Is recognized as the heavier sheeting, providing the answer to applications requiring more Strength from a sheeting for a longer period of time. STRENGTH AND MORE RUFCO* 1080B tear strengths supersede. 10 mil RV.C, and in some tests compare not only as good, but superior to 20 mil RV.C... The extraordinary strength and puncture resistance of RUFCO'3. 1080B are a result of a special blend of resins. RUFCO« 1080E is available in widths of 40, 50 and 60 feet and also in a variety of full-size liners and covers, STRENGTH = PERFORMANCE = PROFIT All Plastic Sheetings Are Not Alike — Raven Prov!des 'rhe Difference! APPLICATIONS Equipment Cover;s Skid/Crate Wrap Prpduct Wrapping Shipping Wrap Stock Pile Covers Paper products Covers Cargo Load Covers Haystack Covers Railroad Car Covers Crop Covers Silage Covers Swimming Pool Covers Oilfield Pitliners Pond Liners and Covers Leach Mining Irrigation Ditch Pads or Covers Linings and Gates iDD D l�,_aawm L: DISTRIBUTED BY: 07/10/89 14:57 23.3o3 233 2767 tsil:.:; AT V. I). F& 0102 el Flexible Films Department Flexible Films Department P.O. Box 1007 - P.U. Box 299 r r Sioux Falls, SD 571 17-1007 � � (� � �� 5 1 inc. :Springfield, OH 4 a X01 (605) 336-2750 (5l3) 323-4625 RUFCO 1080B SPECIFICATION SHEET i ' sJ i ,a PROPERTIES TEST METHOD RUFCO'v 10808 Appearance Opaque 1 Thickness 10 mil 1/2 mil Weight Per MSF 50.4 lbs. MECHANICAL Tensile Strength, PSI 3434 PSI Elongation 682% "Grab Tensile FTM S-191-5100 97.25 ! "'Tongue Tear FTMS-191-5€34 20.30 `Trapezoid Tear FTMS-191-5136 32.05 lbs. Hydrostatic Burst Point, PSI iTMS- 191-5512 53 PSI 1 I Maximum Use Temp. OF 200° Minimum Use Temp. OF -700 'Average of Warp F, Fill ' NOTE: 'TU the befit of our knowledge, these an- typlcal property values and are intended as guides only, not as speclflcadort limits. R"EN INDUSTRIES MAKE ,.lS�lVryrV>NOWARRANTIESASTO11-1F_FII�twtill +"$ from rellance upon contained Informatlon or recommendatlons, and di- daims all liability for resulting 1456 or damage.. Q � O 41 -0�-O�l rw 171 60 f / /O O GAL. EACH CON . SPT/C T,cyNKS 1250 GAL. eo DOS 1/G TANK 4 " SOL /D W L L PVC CL /60 SLOPE "/F . / MIN. lb / NOTE. - AL L N Ti�UR BELOW Ti L /NE HA�/E BEEN l EX TR POLAT DD FROM THATA ABOVE T H/S LINE ALO G WITH 5/TE V/S/TS.NTRAC R SHO LDV ALL CONST UCT/ON HER /N /DEN /ED W/ H THE R/ Y / PRSEO LATENT OF PRO✓E T AS A HOLE. / CL EA OUT / TH/ RUN OF IPE SL)GPE O "/F / / l l / / DA/NAGE DIVS/ON / l S ALE / NOTE.• LSD.S. CONTRACTOR TO COORDINATE WITH GENERAL CONTRACTOR FOR TANK LOCATIONS (VERT/CAL 8 HORIZONTAL) AND TRENCH LOCATIONS SITE PLAN - SCALE.- /'-- 20' 50 NOTE- SECOND /000 GAL. CONC. SEPTIC I TANK NOT SHOWN F#WSHED GRACIE s NOTE.• LSD.S. CONTRACTOR TO COORDINATE WITH GENERAL CONTRACTOR FOR TANK LOCATIONS (VERT/CAL 8 HORIZONTAL) AND TRENCH LOCATIONS SITE PLAN - SCALE.- /'-- 20' 50 NOTE- SECOND /000 GAL. CONC. SEPTIC I TANK NOT SHOWN ORA/NAGE�DYER3/QlT � SWALE/ AIR (B VEI�/T SEE DBTA/LD1 / / CL /60 PE FORATED PVC —_ / / x /PE SLOPE "/FT. (TYP.) i i DAYLIGHT S LE /N C6F4_J 1 iF- BORROW DI T OR DOWNHIL L OF LOWEST k 40 s / < QQ� DAYLIGHT SWALE DOWNHILL nF / r]WF_ST RFn IKT-S SANDY TOPSOIL VAR! FROM 6" AT CENTER TO 2" AT EDGES O N 4 " TEE, DO NOT GLUE 4 "AIR VENT SEED TOPSOIL r RNCO COUPLING --- SANDSTRATA MIRAF1 FABRIC 040) 4- ROCK MOUNDED ( 4" PERFORATED PVC ABOVE PIPE j + R✓VfOf 1tNOCxi)L'TS 4N1} 2ND DISTRIBUTIONPIPING PERFORATIONS SAGE ''ONCRF71 N 50, GALLON I 1 I TANK As NECESSARY f ,7,R ?-hr SIPHON /NSTALLAT/OA( ROCK S TRA TA j, �- /2" -- - I BED ON BOTH SIDES WJTH - /0 MIL PVC LINER SAND OR SUITABLE ON -SIT£ MATE OVAL ENGINEER „ MODEL 4/3 A UTOMATIC SIPHON ASR VENT DETAIL NO SCALE SCALE: /fir ' = P -O" /0' GENERAL NDTES 1. All materials, installation practices, setback requirements, etc., shall comply with the Pitkin County Individual Sewage Disposal System Regulations. 2. The E.T. bed shall be constructed so that the bottom is level + 0.1 -ILt '%clues. Place bed in natural ground; no portion of the bed shall be placed in fill. 3. Provide adequate surface water diversion to assure that runoff does not enter the evapo-transpiration bed. 4. Stone shall be 1/2" to 2-1/2" screened rock. 5. Sand shall be 0.5 to 1.0 mm effective size with a uniformity coefficient of 4 or less. 6. The recommended bed seeding is blue grass at 4 to 6 lbs/1000 sq.ft. All other areas disturbed by construction shall be reseeded with native grasses to prevent erosion. 7. The location of the bed may be adjusted in the field to better fit the site, provided all setbacks are met. 8. The liner shall be placed in a manner which will prevent injury to scuffing, penetration by foreign objects or distress from rough surfaces. 9. The 10 mil layer solid PVC liner with no field splices is specified to provide protection to the groundwater in the area, The use of visquene shall not be accepted. Factory splices are acceptable. If spices must be made, a double layer of PVC may be necessary. 10. If the last hole, based on 30 -inch spacing, -is equal to or greater than 15 inches from the end of the lateral, put another hole in the end cap of the pipe or close to it. 11. 4" PVC vent tees should not be glued to enable observations of water level in system and to remove excess salts accumulation or surplus water, if necessary. 12. Use risers as needed to bring septic tank access hatch within 6" of finished grade. 13. Cast iron pipe or pipe of equal strength or other pipe properly supported to prevent failure by settling shall extend from tanks for a distance of at least five feet (51) from the inlet and outlet ends. 14. The Contractor and Owner shall take whatever measures are necessary to assure that (a) septic tank, dosing tank and sewer lines are completely water tight, and (b) the system is to be installed to prevent freezing of all pressure and gravity sewer lines. 15. The Pitkin County Environmental Health Department and the Engineer shall be notified when construction commences and kept abreast of the construction progress so that sufficient inspection can be performed to assure conformance with these plans. DESIGN CRITERIA 1. Number of bedrooms = 6 2. Assume 2 persons/bedroom and 75 gped. 3. Flow = (6) x (2) x (75) = 900 gpd. 4. Size bed: (Loading rate = 0.135 gal/SF/day Area = 900 = 6666.67 SF/bed 0. 135 5. Terrace beds (4 beds) 6666.67 = 16666.67 SF/bed 4 Make beds 12' wide x 140' long each, for a total S.F. of 6,720 S.F. KPA pLTH A RO "�- Roberti~. Nelson Aspen/pitkin Environmental Health Officer 13o S. Gal 1614 .. PVC PIPE D/ � R/BUT/ON As seen, C M/RAF/ FABRIC ' 6.. �O/L OR 4" STRAW /- 2 •' TOPSOIL FINISHED f 7 GRADE � J SCREENED ROCK SECTION A -A- SCALE /'= 5' REVISIONS 3' /3.. 6' 3' /O MIL PVC LINER (REOD ALL AROUND) (4 BEDS) T MCAL TRENCH p DE'TA/L SCHMUESER GORDON MEYER INC. SENGINEERS & SURVEYORS G M 1512 GRAND AVENUE, SUITE 212 GLENWOOD SPRINGS, COLORADO 81601 (303) 945 - 1004 P/TK/N COUNTY COLORADO F#WSHED GRACIE r WASTE L/NE FROM HOUSE CAMNECTS TO HOUSE VENT SYSTEM QO" DA, ACCESS HATCH, W/ MSEq. REMOVE BAFFLE 24" DIA. RISER P/PE SLAPS BRING W/T7�V 6" A� F.G11'SIAfD GRACIE ABOVE SIPHON ri.PVC "/FT. AM I 4"PVC .. G,/'OUT H04E CI PIPE--'OPERATIONI SIPHON STARTS OVERFLOW PIPE WOO GALLON `. C1 PPEAS I KNO�CKOIIT 5' Am CANG SEPW BETWEEV SIPHON ENDS I ESSARY 6 RATION R7 DISTR/BU- ' ;HOUSE -U TION BOX A4FFLE ' 2W STAGE CONCRETE CJ. P0/PE FOR 5OR I250GAL. CONCRETE UNTIL SOLID GROUND StPT/C TANK USED USE 34FFLE BELOW SIPHON FOR DOSING TANK FOR FORM OF 2W STAGE CONCRETE T YP9, INS TALLATION OF TANKS 8 DOSING SIPHON ORA/NAGE�DYER3/QlT � SWALE/ AIR (B VEI�/T SEE DBTA/LD1 / / CL /60 PE FORATED PVC —_ / / x /PE SLOPE "/FT. (TYP.) i i DAYLIGHT S LE /N C6F4_J 1 iF- BORROW DI T OR DOWNHIL L OF LOWEST k 40 s / < QQ� DAYLIGHT SWALE DOWNHILL nF / r]WF_ST RFn IKT-S SANDY TOPSOIL VAR! FROM 6" AT CENTER TO 2" AT EDGES O N 4 " TEE, DO NOT GLUE 4 "AIR VENT SEED TOPSOIL r RNCO COUPLING --- SANDSTRATA MIRAF1 FABRIC 040) 4- ROCK MOUNDED ( 4" PERFORATED PVC ABOVE PIPE j + R✓VfOf 1tNOCxi)L'TS 4N1} 2ND DISTRIBUTIONPIPING PERFORATIONS SAGE ''ONCRF71 N 50, GALLON I 1 I TANK As NECESSARY f ,7,R ?-hr SIPHON /NSTALLAT/OA( ROCK S TRA TA j, �- /2" -- - I BED ON BOTH SIDES WJTH - /0 MIL PVC LINER SAND OR SUITABLE ON -SIT£ MATE OVAL ENGINEER „ MODEL 4/3 A UTOMATIC SIPHON ASR VENT DETAIL NO SCALE SCALE: /fir ' = P -O" /0' GENERAL NDTES 1. All materials, installation practices, setback requirements, etc., shall comply with the Pitkin County Individual Sewage Disposal System Regulations. 2. The E.T. bed shall be constructed so that the bottom is level + 0.1 -ILt '%clues. Place bed in natural ground; no portion of the bed shall be placed in fill. 3. Provide adequate surface water diversion to assure that runoff does not enter the evapo-transpiration bed. 4. Stone shall be 1/2" to 2-1/2" screened rock. 5. Sand shall be 0.5 to 1.0 mm effective size with a uniformity coefficient of 4 or less. 6. The recommended bed seeding is blue grass at 4 to 6 lbs/1000 sq.ft. All other areas disturbed by construction shall be reseeded with native grasses to prevent erosion. 7. The location of the bed may be adjusted in the field to better fit the site, provided all setbacks are met. 8. The liner shall be placed in a manner which will prevent injury to scuffing, penetration by foreign objects or distress from rough surfaces. 9. The 10 mil layer solid PVC liner with no field splices is specified to provide protection to the groundwater in the area, The use of visquene shall not be accepted. Factory splices are acceptable. If spices must be made, a double layer of PVC may be necessary. 10. If the last hole, based on 30 -inch spacing, -is equal to or greater than 15 inches from the end of the lateral, put another hole in the end cap of the pipe or close to it. 11. 4" PVC vent tees should not be glued to enable observations of water level in system and to remove excess salts accumulation or surplus water, if necessary. 12. Use risers as needed to bring septic tank access hatch within 6" of finished grade. 13. Cast iron pipe or pipe of equal strength or other pipe properly supported to prevent failure by settling shall extend from tanks for a distance of at least five feet (51) from the inlet and outlet ends. 14. The Contractor and Owner shall take whatever measures are necessary to assure that (a) septic tank, dosing tank and sewer lines are completely water tight, and (b) the system is to be installed to prevent freezing of all pressure and gravity sewer lines. 15. The Pitkin County Environmental Health Department and the Engineer shall be notified when construction commences and kept abreast of the construction progress so that sufficient inspection can be performed to assure conformance with these plans. DESIGN CRITERIA 1. Number of bedrooms = 6 2. Assume 2 persons/bedroom and 75 gped. 3. Flow = (6) x (2) x (75) = 900 gpd. 4. Size bed: (Loading rate = 0.135 gal/SF/day Area = 900 = 6666.67 SF/bed 0. 135 5. Terrace beds (4 beds) 6666.67 = 16666.67 SF/bed 4 Make beds 12' wide x 140' long each, for a total S.F. of 6,720 S.F. KPA pLTH A RO "�- Roberti~. Nelson Aspen/pitkin Environmental Health Officer 13o S. Gal 1614 .. PVC PIPE D/ � R/BUT/ON As seen, C M/RAF/ FABRIC ' 6.. �O/L OR 4" STRAW /- 2 •' TOPSOIL FINISHED f 7 GRADE � J SCREENED ROCK SECTION A -A- SCALE /'= 5' REVISIONS 3' /3.. 6' 3' /O MIL PVC LINER (REOD ALL AROUND) (4 BEDS) T MCAL TRENCH p DE'TA/L SCHMUESER GORDON MEYER INC. SENGINEERS & SURVEYORS G M 1512 GRAND AVENUE, SUITE 212 GLENWOOD SPRINGS, COLORADO 81601 (303) 945 - 1004 P/TK/N COUNTY COLORADO N d� Lo s IV q v v 4;5'7”'R FJ,\ S EAST ��► lel lei \ 3�3-53'2„� \ 234'20 co \ I \ 2�\ �o °o Opo s Hou \ FND. FND \b S83s�0 �g W 137'93 g5 � 405.03 ?900o w 62 h� o ,(o / P / 157000 L= 273- R= ?19 N ZA - NORTH 0 50 100 200 300 400 500 SCALE: I"= 100' BASIS OF BEARING; FOUND MONUMENTS FND. = FOUND REBAR W/ PLAcS.CAP LS 20151 S UR V E ZL O S (CE R 11 11L E C A Jl E O I HEREBY CERTIFY THAT THIS MAP ACCURATELY DEPICTS A SURVEY MADE UNDER MY SUPERVISION ON NOV. 5TH,1987, OF LOT 5, OWL CREEK RANCH, PITKIN COUN`fY, COLORADO. 3 ALPINE SURVEYS, INC. BY: DANIEL F Mc ENZIE d NOV. 12TH, 1987 LS 20151 M M 0 CD co