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HomeMy WebLinkAboutpitkin.eh.264326201004 (1985)0 00q ASPENOPITKIN . 0 ENVIRONMENTAL HEALTH DEPARTMENT INDIVIDUAL SEWAGE DISPOSAL PERMIT NO. (� TYPE OF PERMIT: nitial Construction ( )tmergency Use ( )Repair work,(Piovious Permit f .) ( )Alteration of an existing system, (�Y or installation (Previous Permit 1 ) ( )Use Permit an a result of Sale ISSUED TO: Owner /ZilCL M/&, Mailing Address Agent Address P6, f iMhn�. U DATE OF ISSUE . � _ � r �J Home Phone! 17 LFicw c Business Phone 92•; --442 Phone q2.0 — ISS - r - Sewage Disposal System Work to be performed by rf% �j This permit valid only for premises )o cation by the following legal deucri; tions J� r py-! ���Y LOT 5 C Z E 3,961 ii i , NATER SUPPLY VF��I %r LS t t) , AVERAGE PERCOLATION RATF. A I M I N lie This Individual Sewage Disposal Permit is granted with regard to the following use:, )wGLE- F,V"14 V—< 1 WF C Nu:-ib,cr of: Dodreoms _ Lofts 0 Garbage Diissjposallsi Dishwashers^L_ Clothes Washers CALCULATED AVERAGE DRILY WASTE LORD GALLONS. THE NATURE OF THE SYSTEM INCLUDED UNDER TRIS PER1'IT: yr- of Tank or Treatment Unitt gePnC FAANI K QF�J Tank. Capacity 4�_Callon Hinimu:a ,—shod of Final Disposals rG�l1r r_r I ' - - Absorption Area I�(1T1 Square Feet Minimum 0( a� o rs AISI J�IQ U �► •0 • Iro t 6AS-3A c AR" o F !0( s eays, Ir MOUND escription (including brand name, if any) of other equipment or appurtnanceas log,` �j{ UHCi of ^9-s eP77 41 AVO 9ALL61J IMS'14G eHAK96P •S�`hP. T Ip OG'7"?,FEN1Dv/�_ �thcr Condition! or Spccificationst CO ME IVI V v Ei 61A1EEk1 A1C /0LA�s Of s \/,SI CM iQEvl SE(� �-17-�s B� 5'eMM6USEi2�if5SoGATES -See �SS6y�fF /�1lJST� fpL.�.pcfya - STAGES REQUIRING INSPECTION BY THE HEALTH DEPARTMENT: ( )Before Excavation (Upon completion of excavation and prior Lo pincement of gravel Before covering distribution �i `� �.{ s`ys�temnof }absorption field Prior to backfill of any component r�'other, Specifyi _ C�iar�ulT/a/�b✓ _L�r" D� Plans and specifications of the proposed sewage disposal system have been reviewed and are ecnsidered satisfactory. Permission in hereby granted to the, owner or his anent to perform the work indicated above in accordance with the Pitkin County Indivi,',ual Scwa;e Dispcsal Re,7ulations in effur_t on the date of issue. In addition to general previsions set forth on the reverse her^_of, this Permit ie subject to thelfollowing additional terms ane! conditions: rlue�) R ISSUE BY (title)— APPROVED FOR � il � --- 7" above individual seva•)a disposal system installed byLFA Z /, — -- h.s txcn in:pcctcd for use by a representn ative of the Aspen 1'it in Cnvlranrnta . 11ca tDcpartmunt. The uwnur asuunoa ark rcci>onsability in case of failure or inadequacy of this/sewage isposal system. Complete as -built droving attachod. 4001111 Mir ASPEN*PITKIN 'ENVIRONMENTAL HEALTH DEPARTMENT APPLICATION FOR AN INDIVIDUAL SEWAGE DISPOSAL• PERMIT Name of OWNER P14AQ15H PHONE LE/4S/1V6- CORP - Address of OWNER -)-7o PA2K AVE /t/ -Y- /V `/ - /0017 Name of APPLICANT C0A/5•Tf(ICTTC-% PHONE gao- /s38 PERMIT TO BE: (4 Picked Up (',)Hailed to: TYPE OF PERMIT: 0New Installation ( )Repair ( Jowner ( )Applicant ( )Emergency Use ( )Alteration NOT due to failure LOCATION OF PROPOSED SYSTEM: Legal Description Lot R — IG Block Filing Subdivision 5rAP,6t)00,D Size of Lot .3 gq acres TYPE OF STRUCTURE: pO Singlet/ Family Dwelling ( )Other: Do you plan any further additions to the residence? ( )YES N NO No. of Garbs po No, of bedrooms No. Of Lofts Garbage Dia sale 2_ No. of Automatic Dishwashers No. of Automatic Clothes Washers WATER SUPPLY: ( )Private Well, Depth or N Public, Name of System 5%AiQ6000,0 LA,14745ie .SYS ( )Spring ( )Stream or Creek TYPES OF INDIVIDUAL SEWAGE DISPRSAL SYSTEM PROPOSED: GX Septic Tank/Absorption Field ( )Aeration Plant/Absorption Field ( )Composting Toilet ( )Incineration Toilet ( )Mound ( )Recycling, potable use ( )Recycling, other use ( )Vault Privy ( )Other: Theinitial 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. FINAL INSPECTION APPROVAL MUST BE GIVEN BY THE ASPEN/PITKIN ENVIRONMENTAL HEALTH DEPARTMENT PRIOR TO BACKFILLING ANY PORTION OF THE SYSTEM. Application for an individual sewage disposal perm is hereby submitted. The undersigned acknowledges that the above information is true and that false informatio 1 i vallda the application and any subsequent permit. VEYSignature of Applicant DATE Fw , 02E (This application becomes. invalid 12 most s from the above date.) NOTE: PLOT PLAN must be filed with this application. Please locate the f�llowing 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+ 5. 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 t is individual sewage disposal permit Pplcpation and a permit fee in the amount of $ �[90,� , Receipt Number �%��t'O�O��, Date Fee Received oZ8 0 f .by Administrative Officer 130 South Galena Street Aspen, Colorado 81611 X03/925-2020 ASPEN*PITKIN ENVIRONMENTAL HEALTH DEPARTMENT Based on percolation test data and partial soil log evaluation of the referenced building site, this department would require or recommend the following design aspects for an on --site wastewater disposal system: 1. A minimum 1500 gallon septic tank as required under Pitkin County Regulations. As we discussed, due to local availability of precast concrete tank, it is probably more economical and certainly will improve system life to use two 1000 -gallon septic tanks in series. We would suggest that the tank nearer the house consist of a properly baffled, single -chambered tank to improve the sludge storage capabilities of the.system. 2. Absorption trench area at the measured rate is required to be 300 square feet per bedroom (1500 sq. ft.). We would recommend that these trenches be installed at the minimu m depth to increase aeration of the absorption field and take advantage of the infiltration capacity of the top soil layer rather than the underlying silts and clays. 3. It would appear that further data and engineering opinions are necessary to determine ground water movement and drainage patterns. These are probably not going to affect the sewage system opE?ration, but as I mentioned, due to problems encountered on adjacent, uphill lots an expert opinion seems warranted. In summary, it appears that a septic system located and designed as on the enclosed approved prints is an acceptable solution for on-site wastewater disposal. Should you have further questions, please call. WY ely, Robert F. Nelson Environmental Health Officer RFN,/co 130 South Galena Street Aspen, Colorado 61611 303/925-2020 ASPEN*PITKIN ENVIRONMENTAL HEALTH DEPARTMENT APPLICATION FOR AN INDIVIDUAL SEWAGE DISPOSAL•PERMIT Name of OWNER L PHONE ' � 3•s tr iy.A.. sf AG I�.0 flS47I�i.LrCl,'' _ LG1T� ar✓�' - Address of Name of APPLICANT PERMIT TO BE: (,,)Picked Up ( )Mailed tot ( fOwner ( )Applicant . ILX_ATION OF PROPOSED SYSTEMt PHONE zs` TYPE or PERMIT: New Installation ( )Repair ( )Emergency Use ( )Alteration NOT due to failure Legal Description Lot Block filing Subdivisi Size of Lot 7 i Cy G acres TYPE OF STRUCTURE: IX)Single Family Dwelling ( )Other: Do you plan any further additions to the 1/—residence? ( )YES (1)(N0 No. of bedrooms '�" No. of Lofts L No. of Garbage Disposals No. of Automatic Dishwashers No. of Automatic Clothes Washers WATER SUPPLY: ( )Privat� well, Depth or ( )Public, Name of System ( )Spring ( )Stream or Creek TYPES OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: t}=Septie Tank/Absorption Field ( )Aeration Plant/Ab r t �F ld ( )Composting Toilet ( )Incineration Toilet ( )Mound ( )Recycling, potable use ( )Recycling, other u ( )Vault Privy ( )Others The initial site inspection must be arranged with the Aspe /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. FINAL INSPECTION APPROVAL MUST BP GIVEN BY THE ASPEN/PITKIN ENVIRONMENTAL HEALTH DEPARTMENT PRIOR TO BACKFILLING ANY PORTION OF THE SYSTEM. Application for an individual a age disposal ermit is hereby submitted. The undersigned ackn wI dges that the above information is true and that false inform on wil �inva date the application and any subsequent/Pcmit. Signature of Applicant DATE (This application becomes. invalid 12 mon"s from the above date.) NOTE: PLOT FLAN 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 undesign hereby acknowledges receipt of this individual sewage disposal permit application and a pe it ".6 in the amount of $-,1-1!5-0 , RBeeipt Number Q�� . Date Fee Received (� '� 7 -RV r•bY ZJ lldministrativo officer 130 South 'Galena Street Aspen, Colorado 81611 303/925-2020 �tv o aGtO `//GE TCZVI 777"f- Ap Pp C.o.v�T,�yren/ F SCHUMER --RDON MEYER DATE: May 28, 1986 1512 .AND AVENUE, SUITE 212 GLENWOOD SPRINGS, COLORADO 81601 (303) 945-1004 CONSULTING ENGINEERS i MEMORANDUM TO: The Record FROM: Dean W. Gordon, P.E. , RE: Sine Inspection O Dr, Parrish ISDF I made an inspection today at approximately 1:00 P.M. of the individual sewage disposal system being constructed for Dr. Parrish in Starwood. At the tin* of the visit, the Contractor was installing the peripheral curtain dralin around the disposal system. The Contracttor appeared to be doing an adequate job of installation. On site was a builder's level with level rod to check grade. Upon questioning, the periperal drain was being installed correctly with filtration fabric, plastic sheeting, washed gravel and 4" perforated pipe. The septic tank and dosing siphon were exposed. The tanks were bedded in sand; at the time of the inspection, no external piping was completed into or out of either tank. The gravity line into the tanks was 4"; thej dosing line was 2". The disposal field itself was backfilled. Based upon my questions to the equipmejnt operators, it appears that normal installation procedures were being followed by the Contractor. I left instruction with the Contractor to continue to backfill the sep- tic tank and dosing siphon with sand. I directed that the curtain drain should be totally encased with the fabric and plastic liner. There should be positive drainage off the surface of the disposal sys- tem itself. Before leaving the site, I suggested that the dosing siphon be operated to verify performance. -iTMir'�Trr - lc/ xc: Mr. Bob Nelson, Pitkin County PROPERTY OWNER MAILING ADDRESS PITKIN COUNTY ENVIRONMENTAL HEALTH Field Test Data Sheet on Percolation Test PHONE LEGAL DESCRIPTION OF PROPERTY LOCATION OF TEST HOLES Three (3) test holes required per system Test Hole Depths (24" minimum) Diameter of Test Holes Water remaining after 8 hour soak TEST HOLE No.1 TEST HOLE No. 2 TEST HOLE No. 3 Drop Time Drop Time Drop Time t �# I Percolation Rate Each H61e Average Rate 1� Comments on soil or site: Signature Z-7 _10 �- Date ;z f/ M� M I; I �0 l/ `2n W 16C.ON611 (SEF_ "DETA GURT,41N DR.A�.IN- SE E, DETA 1 L DAY L 1 G H T- 4" � � / ��;E12F. PVC - '1 V C lnIISCON51 M moumv> .SITE PLAN SCALE= I" = ZO' 2" SC -H. 40 PVC FEEDER- LINE - 2 C INE 1+ Z� 4� ,4� 2' 4� I � PE Z F 0 RATED I a/Zn SC -H. 40 PVC LATER -AL (TYP.) SEE ""ETA IL D" 1 EDGE OF ROCK EDGE OF SAND- . I EDGE. OF FILL t i 2' 4' 41 2, 2" FIBER GL A.55 11\15ULATION OR 10" OF ST R. AW DETA I L A _ N. T. 5. Z"x I'/;,q0° R.ED. ELBOW---- I' , 3' PROVIDE EXTRA MANHOLE C4;1k\1_ TO EXTEND ABOVE GF -ADE ►/Z" VENT HOLE ZO" DIA. OPENING (T` F-) PIPE FR OM SEPTIC TANK ----®- ------ ---- --- -- 4" VE,N-r P I PE p " 4 FF -P -NCO COUPL I NG a • b 6 H IGH WATER. LIU d u SoLit7 PvC'il, W iT H 4">(Z" REI uCF LOW WATE2. LINA ; ',6 3U6T �G'UT`611>e Or TANK Id 6 I QL _ r...... _ B� p d b a w' b 6 1'kNCO L6),' a C4a41 L L N C INSTALL SIPHON IN POSING TANK WO-rE: DO -SING- TANK 1 d STP: 1000 6ALLON " .SEPTIC TANK WITH-. 2 SCH. 40 PVC c)u-T C,E.NTF- AP1�Le FEEDER. LINE. FQOM DOS NG TANK (AND WITH EXTRA. SLOPE= r/g�/FT MIN. END CAP MAW H01 -E.3 S� DETA I L C OA General Notes Z 1. All mterials, installation, practices, setbacks, etc. shall CTJnform to Pitkin County Individual Sewage Syc #: =m Reri0nss. i` 2. Cn Feeder Line, -pr ide sufficient 81ore, toward tho I -x43 to aLlow'the P� �� piping to drain into the moI during rest= ixr:Iods. `--2%,1'/x°90° 2.ED. ELBOW T El Z" SCH. 40 PVC, MANIFOLD PIPE I'12' SCH. 40 PVC LATE ,,\L_ FETA I L V N.T. S. 3. The mi.7,n rmkzzt or 3,00 6" MIN. OF NATIVE conformance with these pians. FILL 11. If the last hole, based on 30 -inch spacing, is equal to or greater 6" Top -so t L -I-0? OF OF GROUND than 18 inches frau tlhe end of the lateral., pat another hole in the I I C S P ems ; p rif she n`, e or ti -1 tr, I.t, _ MIN. 12. Stone shall be 3/4 - 2" crushed rock. //r, ��y/� �•/ �• / DRAtNAGE FA6R.1(7, 13. The area disturbed by construction shall to reseeded with grasses to NAT W E BACKFILL p b (OV EfZ LAQ sCREENE D prevent erosion and aid transpiration. 3: 1 SLOPE TO ao ROCK) MATCH EX i 5T i N G -� oo ✓� 8 Mil c �� 14, Use risers as needed to brincq 'sept ic tank access hatch above finished 8 MIL PVC �- - �� I „ 1 �� PVC LINER P6RFOR�.`CED PVC graefe {see retail C). - 2 SGH.40 PVG ' 1�2 SCH•4:0 PVG �� EXISTING GROUND I LINEK q'IOF 3/W TO ,Z" - MANIFOLD LINE LATERAL (PERF.j �I SL1izFACE GLEAN 1`OGK O, TOP OF IMP)=.RVIOUS r G0 CLAY LAYER S,ae N D-� 5 U R FAC E MUST . f-� c) 8E. LEVEL ',MPER-V I OUS l tIZ" �GZE ENED ROCK . _ . • �� � - - CLAY LAYEiZ 2 18" MIN. EXISTING GROUND £ SVHMVESER: ASSOCIATES SuRF1�GE _---- _ - - --_ �___. w NOTE: EXTEND CURTAIN DRAM __--- _-- S�oPE NOT TO EXCEED ° ROUGHEN Su(ZFACE � fNTo IMPERVIpUS CLA" ENGINEERS &CONSTRUCTORS LAYER.. 13E.FORE PLACING CUZTA(tiA MA AIM DETAIL. } 1512 GRAND AVENUE, SUITE 210 SAND N. T. s. GLENWOOD SPRINGS, COLORADO 81601 - --1717777177- NOTE = MINIMUM DEPTHS ARE Sh/DW/V. SECTION s - f3 N . T. S. .. 4. Sand shall be. med ,=r ,exture sand, 3�t6 DIA. HOLE-,; > 21-5% 0.25 - 2.0 mm LOCATED DOWNWAi-D < 30-35% 0.05- 0.25 m < 5--10% 0.002 - 0,05 nn, The Engineer may require that a gradation. analysis be performed to certify that the material ,proposed meets this specification. Calculations 5. The Contractor shall. be Le nsib e for maintaining 2,' miniiarn - distance from -o dlk b: rbtion bed to water line. 1. 5 DR x 2 persons/bedroom. x 75 GPCD x 1 . = 1125 ?D. 6. The amount of fill outside of the sand area may vary,fErcp That is ?, Pere Test = 12 NSI (topsoil) shown in Section E to allow the homeowner to blend the r ours] in with the landscaping pian. 3. 1125 12 = 780 ft2 (121 x 65') 5 7. 10" of straw or 2" of fiberglass insulation with the fol backing removed shall be placed over the rock t prevent the topsoil from 4. Vasal Area use 20' x 734 migrating into the baa. 5. Dosing Char -- Use 10170 gallon se;; ...: -tank. 8. The location of the mound mar vary slightly due to landscaping.. 6. Septic lank Use 1500 gallon' m nir z capacity. 9. The Contractor and 'Owner shall take whatever' measures are ne cessary to assure that (a) the dosing tank, septic tank and serer lines are corrpletely,water tight to prevent infiltration of groundwater into the system, and (b) the; `systt- a is to be installed to prevent: freezing of all gravity sewer lines. _ 10: The County and Engineer steal l =.t i f is d ,hen construction it�n c zt enc�es so that , the system can be inspected at 'regular intervals to assure 6" MIN. OF NATIVE conformance with these pians. FILL 11. If the last hole, based on 30 -inch spacing, is equal to or greater 6" Top -so t L -I-0? OF OF GROUND than 18 inches frau tlhe end of the lateral., pat another hole in the I I C S P ems ; p rif she n`, e or ti -1 tr, I.t, _ MIN. 12. Stone shall be 3/4 - 2" crushed rock. //r, ��y/� �•/ �• / DRAtNAGE FA6R.1(7, 13. The area disturbed by construction shall to reseeded with grasses to NAT W E BACKFILL p b (OV EfZ LAQ sCREENE D prevent erosion and aid transpiration. 3: 1 SLOPE TO ao ROCK) MATCH EX i 5T i N G -� oo ✓� 8 Mil c �� 14, Use risers as needed to brincq 'sept ic tank access hatch above finished 8 MIL PVC �- - �� I „ 1 �� PVC LINER P6RFOR�.`CED PVC graefe {see retail C). - 2 SGH.40 PVG ' 1�2 SCH•4:0 PVG �� EXISTING GROUND I LINEK q'IOF 3/W TO ,Z" - MANIFOLD LINE LATERAL (PERF.j �I SL1izFACE GLEAN 1`OGK O, TOP OF IMP)=.RVIOUS r G0 CLAY LAYER S,ae N D-� 5 U R FAC E MUST . f-� c) 8E. LEVEL ',MPER-V I OUS l tIZ" �GZE ENED ROCK . _ . • �� � - - CLAY LAYEiZ 2 18" MIN. EXISTING GROUND £ SVHMVESER: ASSOCIATES SuRF1�GE _---- _ - - --_ �___. w NOTE: EXTEND CURTAIN DRAM __--- _-- S�oPE NOT TO EXCEED ° ROUGHEN Su(ZFACE � fNTo IMPERVIpUS CLA" ENGINEERS &CONSTRUCTORS LAYER.. 13E.FORE PLACING CUZTA(tiA MA AIM DETAIL. } 1512 GRAND AVENUE, SUITE 210 SAND N. T. s. GLENWOOD SPRINGS, COLORADO 81601 - --1717777177- NOTE = MINIMUM DEPTHS ARE Sh/DW/V. SECTION s - f3 N . T. S. ..