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HomeMy WebLinkAboutpitkin.eh.247307301014 (1998)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. As, - ,*Pitkin Environmental Health Departrt# Pe:tnit for an Individual Sewage Disposal System 130 S. Galena St. Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5197 Permit It QKo j� Parcel ID # Type of permit J&e. Su 5>`ea -& Name of Owner S Street Address 03 butch Property legal description Lo� Size of lot /, is 7 4,-re5 Water source / ri I)/ 4e ai Il ,l'i73—f9 dl— 4l41 &,r etlow �2e/93-093-0.?-003 Total squdre footage of the house # of bedrooms in house / # of offices, fts & 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 # bedrooms Permit information Designed by L.,, ge Jaa- Mailing Address En e r lc i) i _(f)C. P 0- tV X /60e Perc rate ai > > Profile hole depth y Depth to groundwater or bedrock Al Septic tank capacity J �ct Ito-) s Absorption area ae_ end rir 5 )) 5i n /i nci --IL deSi Gin S �llai:oed. 1q N .5xc(4a )aiS Z cot4Lpar4L&_ei4, Comments Of A -t- Lnyineer, dei,+ed 1000 galla, `` heavl -3hou f d �X t Sed ki'na ( I'll Spec pals 4- IIL 3 ))t�ar-tM_C r - 10O -4 -trak qL, we t c 4o 444�c lea elf hUty, i(hryh AN '3r_4 -6a cLs s -,I- 9g, mud be Q_rt regcLired bq 4tu- alu56- -�,c(d/ lLnd I.vtL4cr Ra,.) )v 4tu 12a(P) Lc a-rn 4X,iej Permit approved by: �J7tw ",) Date: S' /�- 9F 75e P�.C_ 4&rtk. En 9 i tvzr �J 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 included with this permit before the final approval will be issued. Installer: Final inspection approval: I a4 3 Date: - 6 eu lti` lelfu- 4 dt3iyn baa &1.9 r&eived /d- V- 49, 410- t In5rCkjOI 017 JnS Il��i'en uas� o� 5V54mL was Powered ur • &f1wer k4d ClbArle+cd inSFYcfi'� fG� P-u,bvs dal. Lk"Jed /Iof 4-o f-Xf6X-lanlcs v dtS�r,b1uf�'en Play i� 4' l lis i t Li '9 h el i.5rc y4 s ysfeu. �lao mud., cbsc"Vm 4&4- Ilow Y Clean -oak otds r do h,rys -� �a,ndQ�;vi kudtok eOUer -Cr P"Y'/J? �an� aY,x 24' 32nd k -9c- bed a' W Said ulider _(ravel L u of yraual a-,dir dis�n 6ufi'v� �i��^y yravel ate- PlP;n4 P14teuenf ia6. a✓U- yrauc� &Uk 'uiny W SO l -1 ; 54d(4A+o-, e( dual )DuuPS wi44 a/u•-u srftw will he dwx /4e" y -&,l/C fouerS krc nod- ns -OC ed rr,k.0 engiver's S�lu ca�'�S • Ai 6.5 inclbeled bkoc/4,rct/ telco la�'� g d requ.ircd d(fk of -fll Ouer q1kc -knkS ` Y -e [thio dQlec, 165 ASPEN/PI* ENVIRONMENTAL HEALTH DEPIMENT APPLICATION FOR INDIVIDUAL SEWAGE DISPOSA SYSTEM 130 S. Galena St., Aspen Colorado 81611 Phone 970-920-5070/Fax 970-920-5039 Name of OWNER ��/-//.e b�61 711/- 1 Owner's Mailing Address p[9 /L7 "a. V ,(7Je,,- Business SBusiness Phone: Home Phone: el 2 `1 - y/p (, Primary Contact Person (all communication regarding this permit will go through this person) Name Company Z c / Contact Mailing Address PAnS ez V/ro % / Business Phone : Cell Phone: / Fax : Parcel ID # (available from assessor's office -1 at 920-5160 or at www.aspen.com/assessor/) -IL ! 3 - Q 3 Street address of property 08,3 PZ -L 7-C 11 G fa H C— /g/ E H . de 7,fl Legal Description: Lot Block ,Filing ,Subdivision �'J,,.c�,�/.�� 4c/•�$ Size of lot:/=/07acres. Type of proposed structure: Lo_ Size of bldg. envelope: Total square feet of house 196 y # of bedrooms in house Z 13,Z./ .Vern s # of offices, lofts 8 similar sized rooms in house Lo YT 'IC -9 SQ �ra ��wT Caretaker Unit: Attached ( ) Detached ( ) Total area(sq. ft.) of caretaker unit # of bedrooms in caretaker unit # of offices, lofts and similar size rooms of caretaker unit Permit is for: New Home ( ✓) Repair due to failure ( ) Remodel/Addition ( ) Emergency use ( ) Water: Private well ( /) Spring ( ) Stream ( ) Community/Public Water System ( ) If community system: Name of system The fee for a ISDS application is $330 for a permit that takes 6 hours or less for the department to approve. If approval takes longer than 6 hours, a rate of $55 per hour will be charged. The maximum fee is $1000. The basic fee of $330 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. The Aspen/Pitkin Environmental 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 61 - 6 -9� Received by H-- Receipt # Date S - (Q 1 b 3 4 • ENARTECH Inc. Consulting Engineers and Hydrologists December 4, 1998 Ms. Betsey Kipp r Pitkin County Environmental Health Department S.Galena Aspen, , CO 81611 RE: ISDS Designs for John Crowley Cabin and Lyle Schoon Cabin Dear Ms. Kipp: DFc 0 1998 Enclosed are the "As -Built" drawings requested for the two Individual Sewage Disposal Systems referenced above. Heavy covers were not provided for the septic tanks are specified, so I required the construction contractor to provide 1' to 3' of fill over the septic tanks to provide sufficient weight to resist potential buoyancy forces due to high groundwater. A copy of my buoyancy calculations is enclosed. Please give me a call if you have any questions or comments in this regard. Sincerely, ENARTECH, INC. Peter Belau, P.E. PB/jlw Enclosure cc: John Crowley Norm Bacheldor E-mail: belau@rof.net P393-09 DOCSTR3981393 Lu B Kipp 120498 U 302 Eighth Street, Suite 325 P.O. Drawer 160 Glenwood Springs, Colorado 81602 (970) 945-2236 Fax(970)945-2977 I t� V) a ¢ j Q d p¢cwi. Z LF LN c C-. x z z w w z z Z w Z a m t-- 0 w O 0 o oz � ww V j r. C V ac o .� � 9 g3 .F 03. d s m= sm I.J 3 ^ N ✓� p N p N p p p p 0 a lt� of a 3 5 � �N V SSafi 3� sQ ri A q a o o 0 LI NOTE: The Department may require greater distances where warranted. For repair or upgrading of existing systems where the size of the lot prevents meeting these distances, the repaired facility may not be closer to water supply components than the existing facility. (1) Crossings from these distances may be permitted if the drinking water or waster pipe is encased for at least ten (10) feet on each side of the crossing.or place where components are closer than specified in the table. Pipe of Schedule 40 rating or better must be used, of sufficient diameter to easily slide over and completely encase the line. Ridged end caps of at least Schedule 40 rating must be glued or secured in a watertight fashion to the ends of the encasement pipe. There must be a hole of sufficient size to accommodate the pipe in the lowermost section of the ridged cap so that the conveyance pipe rests on the bottom of the encasement pipe. The area in which the pipe passes through the endcaps must be sealed with an approved underground sealant compatible with the piping used. (2) Add 8 feet additional distance for each 100 gallons per day of design flow over 1000 gallons per day as specified in the table, unless it can be demonstrated by an RPE that this is not necessary to prevent contamination. E, ao - COUNTY gOAO OKivevaY I well 110• toPertY line IV) 1_7 2 L_ LOT 13 `Unimprovec 1INo Well proposed 1 Kous.e .. '20 'well n proposed Septic O1 Tank cl X11 S 80, �' r oPo`•ea r <I4 I Y each ' �� ee £tee 1d One ee%co of la }on toles 60' . testi I . Profile1 \\ Z Tp Test Hole �2 teT) 5 \ I LOT 11 LOT i2 2.4• -Acres 208° LOT Unimproved No we11 -SCre Wn — 1 _ LOT 44 UYIAmpraved No WeIL 0 TYPICAL SEPTIC TANK INSTALLATION 0 I A Conventional Septic System ::Z7 8" oxa.. backflll I Manho I e over opening cover 8 ,:,er_ of awnhales 20. I' sp ce Plastic 'T' "at a Af e- Toilet invert tcast Outlet iron or pipe of equal Not less than Vater level T strength shall 9' or Ore :.. Cast Iran or pipe 14' 14 -of equal strength extend at least S, frawo Toilet than 17' -i- vcross��, shall extend at least S' foria, over. Outlet First compartmni: shall hold no less than 1. of the required Tank effective capacity of the tank divider (60' rax.) (30" min.) Lodge Sludge> A Conventional Septic System ::Z7 0 HEPWORTH-PAWLAK GEOTECHNICAL, INC. April 24, 1998 JC Electric Attn: John Crowley 4fECEIVED APR 2 8 1998 5020 Road 154 Glenwood spdng., CO 81641 Fu 970 9458454 Phone 970 945-7988 4619 Highway 82 Basalt, Colorado 81621 Job No. 198 272 Subject: Percolation Testing, Proposed Residences, Lot 2 and Lot 3, Crowley Acres, Thomasville, Pitkin County, Colorado Dear Mr. Crowley: As requested, Hepworth-Pawlak Geotechnical Inc., performed percolation testing at the subject site. The findings of our work are presented in this report. The work was done in accordance with our agreement letter to you, dated April 17, 1998. Three percolation test holes and a profile pit were excavated on each lot. The subsoils encountered in the profile pits were similar and consisted of/: foot of topsoil overlying slightly silty, sandy gravel with cobbles and boulders to the maximum depth explored of 8 feet. No evidence of free water or bedrock was encountered in the profile pits. The percolation test holes were pre-soaked on April 20, 1998. The percolation tests were conducted on April 21, 1998. The test holes were protected from freezing with foam insulation and straw. Existing snow cover at the site was patchy and about 6 inches deep. The profile pit and percolation test hole locations are shown on Fig. 1. The percolation results are presented on Table 1 and averaged between 2 and 3 minutes per inch. Pitkin County may require that the proposed septic systems be designed by a civil engineer due to the relatively fast percolation rates. If you have any questions, or if we can be of further assistance, please call our office. Sincerely, HEPWORTH - PAWLAK GEOTECHNICAL, INC. Rev. by: LEEfksm I `f'4ef ....BF•4"G�`r Q cc: Enartec AP etau Meldor Construc on - Attn: Jerre, - Post -It" brand tax transmittal memo 7b71 0 o Pe"s' Fro 1l1111 j Co. Co. .1.r1Y Phone ornt ( q7�'1 �— a-�- FS Y _ r \ 1 / Fe. l J _ _1 i0"d 4L6Z-5176 0/_6dZZ=ZL 136-90 ZO-d LL6Z-9b6 OL6 dzz:zl 86-90-xvw pa 0 HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE I PERCOLATION TEST RESULTS Ccrowie,�) JOB NO. 198 272 £O'd LL6Z-GV6 OL6 q dZZ=ZT $36-90-xeW LENGTH OF INTERVAL (MIN) WATER DEPTH AT START OF INTERVAL (INCHES) WATER DEPTH AT END OF INTERVAL (INCHES) DROP IN WATER LEVEL (INCHES) AVERAGE PERCOLATION RATE (MINdINCH) HOLE NO. HOLE DEPTH (INCHES) P-1 Lot 2 36 1 9% 8'A Y. 4 a% u 8% 8 14 8 7% %. 7% 7A %. 7A 7% Y. 7'/. 7 7. 7 8'/. 6% 6'h IA 6% 6'/. /. P-2 Lot 2 38 1 12'h 10 2'r5 10 9 1 9 8% h 8% 8'/. /. 8 7% 7% 7'/. X 7% 7 '/. 7 6% % 6'h P-3 Lot 2 34 1 18'/. 15 3'/. 1 15 12'/. 2'/. 12'/ 10%a 1'/. 10'h 9'/. 1 8 114 6 7 1 7 6 1 6 5 1 5 4 1 4 3 1 £O'd LL6Z-GV6 OL6 q dZZ=ZT $36-90-xeW K-: 0 HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 1 PERCOLATION TEST RESULTS (56�064-)) JOB NO. 198 272 HOLE NO. HOLE DEPTH (INCHES) LENGTH OF INTERVAL (MIN) WATER DEPTH AT START OF INTERVAL (INCHES) WATER DEPTH AT END OF INTERVAL (INCHES) DROP IN WATER LEVEL (INCHES) AVERAGE PERCOLATION RATE (MIN.ITNCH) P-1 Lot 3 38 1 water added 10'A 8% 1% 1 8'/. 7% 1 8X 7X 1 7'A 6%. 1A 8'/. 5'/. 1 P-2 Lot 3 36 1 101/2 9'/. 1 %. 2 9% 8A 8% 71/. 7% 7 7 6%z %z P-3 Lot 3 36 1 8 6% 1 4 6% 6'/. %z 6 %. 6 5% Y. 5'% 51/4 Y. E� LL6Z-Sb6 OL6 dZZ=ZT 136-90-xvw ENARTECH, IN(.� 302 Eighth Street, Suite 325 P.O. Drawer 160 GLENWOOD SPRINGS, CO 81602 (970) 945.2236 FAX 945.2977 .wB ('ao(,JLIJ�-4SCH-00" ZS()S SHEET NO. /+� c OF CALCULATED BY e. l -E � 1 V DATE r,- �S CHECKED BY DATE UQ`!P� N C.`('. ..... .CPrLC U LIST IOI� S K Fftv3 H%v*mmvA 4 ENARTECH, INC. Consulting Engineers and Hydrologists (970)945-2236; Fax 945-2977 FAX TRANSMISSION NOTE DATE: NUMBER OF PAGES (IN, Post -It' brand fax transmittal memo 7677 � P or "wo . "?XT5'rvy Klee F1 ca ca. Dept , 717 Phone q' t Fere FexI TO: Jam`( 01 FROM: 1//�� li �-(- RE: �i 0 [�(�( jtoHJLF,� &r p L Y L� 7 td40C AJ r SO S 'T'�': -zY � rr«E N ©RMH-L Tf� 0�rt+ OF C� ✓c4 -S T� S P� I F 1 F=� l t TSE CoV� o- 4 Y sT- �e f j� K 1 r- t C)V7 fl MIN IM0� e� OF 3 FST - �o - (�'�- 'F'N c � os , �'I Alf V e rt cr v Z MSX r vrl 10-d o0 -c— 3 LL6Z-Sb6 OL6 Fo 41 I l`� S�'r r C I Fooi (;ov'Prr-)1-- Y OF 5 v I L- ca�� C6 j F6,07- co �/� IN dV1;SO 86-SO-unf• ENARTECH;INCO 302 Eighth Street, Suite 325 P.O. Drawer 160 GLENWOOD SPRINGS, CO 81602 (970) 945.2236 FAX 945.2977 SHHF.T NO uF— Cn cu"TW ey-e I+I, V PATE CHECKED BV�,ATE— K_ ,uoYP,, NLY �A� .uLr9 roti S C- 1G .✓ '�AQ7: Nn A.`... �d'1%._Fr.7r. r.... I ��� 0_1f e Wp_; jLd iJu0yn�c.N t .. p17C)...c S) - OµsJ . y ("i+'1 hor Maki .C:.)o':%-r i ��rrao hr .C, y — I Doc? �jµoyanc. �v.ce �' l/ x v• II �l i,f� I C+moi/ �� i 6 / L k. �P^'� ��l,� (�)a��e '. t�, ASS .:.I�ou-+••pPc+ f 2-C ln/ p r, •: N' (�J �� S t —I `Y / ..� - ' O O '�D K N ZO-d LL6Z-9b6 OL6 dbi=S0 86-50-unr 0 0 ENARTECH Inc. Consulting Engineers and Hydrologists May 11, 1998 Ms. Betsy Kipp Pitkin County Environmental Health Department 130 S. Galena Aspen, CO 81611 RE: ISDS Designs for John Crowley Cabin and Lyle Schoon Cabin Dear Ms. Kipp: Enclosed are the revised design drawings, calculations, and specifications for the Individual Sewage Disposal Systems referenced above. The following revisions have been made as you requested: 1. The systems have been designed for 3 bedrooms (6 persons). 2. "Heavy covers" have been specified for the septic tanks to anchor the tanks against buoyancy due to potential high ground water. Buoyancy calculations for both the septic tanks and the dosing tanks are enclosed. 3. The fewer stubs and risers for the recreational vehicle have been removed. Please give me a call if you have any questions or comments in this regard. Sincerely, ENARTECH, INC. Peter Belau, P.E. PB/jlw Enclosure cc: John Crowley E-mail: belau®rof.net P393-09 DOCSIPJB981393_Ur B Kipp 051198 IU 302 Eighth Street, Suite 325 P.O. Drawer 160 Glenwood Springs. Colorado 81602 (970) 945-2236 Fax (970) 945-2977 DESIGN CALCULATIONS INDIVIDUAL SEWAGE DISPOSAL SYSTEM LYLE SCHOON CABIN 083 DUTCH DRIVE MERIDETH, PITKIN COUNTY, COLORADO ENARTECH, INC. 5/11/98 Cabin Living Area = 1950 sq. ft.; 3 bedrooms (including loft) Daily Flow = (3 bedrooms) x (2 persons/br) x (75 GPD/person) = 450 GPD / Design Flow = (450 GPD) x (1.75 peak factor) = 788 GPD / Measured Soil Percolation Rate = 1 to 4 minutes/inch Design Soil Percolation Rate = 5 minutes/inch Required Leach Field Soil "Basal" Area = (788 GPD)�5/5 = 352 sq. ft../ Sand LTAR = 1.30 gal/sq. ft./day Required Sand Area = (788 GPD)/1.30 = 606 sq. ft. ,/ Design Sand Area = 24' x 26' = 624 sq. ft. / Required Septic Tank Volume = (788 GPD) x (30 hours/24 hours/day) = 985 gallons / Design Septic Tank Volume = 1000 gallons ✓ I-4 a CONSTRUCTION SPECIFICATIONS INDIVIDUAL SEWAGE DISPOSAL SYSTEM LYLE SCHOON CABIN 083 DUTCH DRIVE MERIDETH, PITKIN COUNTY, COLORADO ENARTECH, INC. - 5/11/98 1. Topsoil shall be stripped, stockpiled and replaced over all disturbed areas. Existing trees and shrubs shall be removed from the site; existing vegetation shall not he disturbed beyond the necessary limits of the construction. 2. All disturbed areas shall be revegetated by the Owner. 3. The site shall be graded so that runoff water from the driveway and from the residence does not drain onto the leach field surface. 4. Construction shall conform to Pitkin County Individual Sewage Disposal System Regulations. 5. The Pitkin County Environmental Health Department and the Design Engineer (Peter Belau, Enartech, Inc.) shall be notified of the construction progress so the system may be inspected. Do not backfill over any system components until they have been inspected and approved. 6. Sewer piping shall be bedded and initially backfilled with gravel 4 inches under piping and 6 inches on top of piping. Backfill shall be wheel -roll compacted. Piping shall be installed watertight and to prevent freezing. 7. The septic tank shall be one piece, precast concrete with a "heavy cover" (Copeland Concrete Price List 1168), set level on a bed of gravel. Install the tank in accordance with the manufacturer's recommendations. 8. The septic tank capacity must be at least 1,000 gallons. 9. The septic tank inlet must be at least 3 inches higher than the outlet. An inlet tee or baffle must extend above the surface of the liquid to within 1 inch of the bottom of the tank top and must extend at least 14 inches below, the inlet. The inlet pipe for the RV sewer stub must have a similar inlet tee or baffle. 10. The septic tank outlet tee or baffle must extend above the surface of the liquid to within one inch of the underside of the tank top and must extend at least 14 inches below the outlet. 11. The distance from the septic tank outlet to the underside of the tank top must be at least 10 inches. IU 1of3 0 0 12. Liquid depth must be at least 30 inches and must not exceed the septic tank length or 60 inches, whichever is less. 13. A septic tank must have two or more compartments (or more than one tank in series to provide the necessary capacity). The first compartment must be at least as large as the second compartment. 14. The transfer of liquid from the first compartment to the second or successive compartment must be made at a liquid depth of at least 14 inches below the outlet invert, but not in the sludge zone. 15. At least one access no less than 20 inches across must be provided in each compartment of the septic tank. 16. The opening cover of a septic tank, inspection port, or sampling access port must be marked and must be no more than 8 inches below the finished grade. It must be made of materials resistant to degradation from moisture or sewer gases. 17. Pipe meeting or exceeding ASTM standard 3034 properly supported to prevent failure by settling must extend from the septic tank at least five (5) feet from the inlet and outlet ends. 18. All wastewater lines used must be constructed of compatible pipe, bonding agent, and fittings. The following may be used: plastic pipe and fittings with a minimum wall thickness of ASTM Standard 3034, SDR35, or equivalent, perforated distribution pipe surrounded by rock within a soil absorption system with a minimum wall thickness conforming to ASTM Standard 2729; or corrugated polyethylene pipe with smooth interior meeting ASTM F405 and AASHTO M252 specifications or equivalent. Tile, open joint pipe, and cast iron pipe may not be used in ISDS's. 19. Pressure pipe from the dosing tank into the leach field shall be Schedule 80 PVC (Schedule 40 PVC may be used with the Owner's approval). 20. All components, work, equipment, and material must be designed, operated and maintained so as to comply with the minimum requirements of the applicable and current Plumbing, Electrical, Building or other code in force on the date of the ISDS Permit Application. 21. Major components not constructed on the site where installed must have a permanent plate or other indelible marking, easily read and visible, for the purpose of inspection, to include name of manufacturer, model or serial number designation, and maximum design capacity of the unit. 22. Gravel shall be clean, screened rock 1" to 1 1/2" in size. 23. Sand shall be clean, medium to coarse sand with not more than 10% by weight finer than 0.6 mm. I 2of3 0 '• 24. Effluent pumps shall be Hydromatic SHEF25 or approved equal, designed for a flow rate of approximately 33 gpm at 12 feet TDH. 25. Pump controls shall be located in the residence and shall include overload heaters, lightening arrestor, time -delay fuses, hour meters, hand -off -auto switches, pump alternator, pump lead/lag/alternate selector switch, or red alarm light with a push to test button, and Motor Minders or other suitable pump monitors for voltage protection, overcurrent, undercurrent, etc. 3of3 ENARTECH, I N CO 302 Eighth Street, Suite 325 P.O. Drawer 160 GLENWOOD SPRINGS, CO 81602 (970) 945.2236 FAX 945-2977 .0B �rrow���'�ScN-oa�� ZSd)C SHEET NO. OF I CALCULATED BY • V DATE -5- I 1 CHECKED BY DATE T►�►�tL �jUO`(1}NG`( CA'LGULI�T l�� 5 o�wQ �, Ce 6;kt _ w't+t\- V��"j Cove -r = 1`f, X70* 15, -793 = 30 763 3µO-LJA�ncl) i:70rr—e of i �,� i c CL—� M0M�o�e 6 0,-5,p_= 6,;�5-57 eoW�del -j-���: w�•��.�t= � ass tv�2s = �o ��o��as A ,�.I 1p�l UJQ:Jh i,, ,i _ \e,,eo�v' __Cave,- `I , .`) 70 Fou d s J n� of Sri, cover _�� 8•-25' x St 67 - (a x I xJ?'� r:�ys}� )c Iso 79 3 a o�wQ �, Ce 6;kt _ w't+t\- V��"j Cove -r = 1`f, X70* 15, -793 = 30 763 3µO-LJA�ncl) i:70rr—e of i �,� i c CL—� M0M�o�e 6 0,-5,p_= 6,;�5-57 eoW�del -j-���: w�•��.�t= � ass tv�2s = �o ��o��as A ,�.I 1p�l olowcj 10M 0. 0 DESIGN CALCULATIONS INDIVIDUAL SEWAGE DISPOSAL SYSTEM LYLE SCHOON CABIN 083 DUTCH DRIVE MERIDETH, PITKIN COUNTY, COLORADO ENARTECH, INC. 5/5/98 Cabin Living Area = 1950 sq. bedroo (including loft) Daily Flow = (2 bedrooms) x (2 persons/br) x (75 GPD/person) = 300 GPD Z RV Sewer Daily Flow = 50 GPD Design Flow = (300 GPD + 50 GPD) x (1.75 peak factor) = 613 GPD Measured Soil Percolation Rate = 1 to 4 minutes/inch Design Soil Percolation Rate = 5 minutes/inch Required Leach Field Soil "Basal" Area = (613 GPD)45/5 = 274 sq. ft. Sand LTAR = 1.30 gal/sq. ft./day Required Sand Area = (613 GPD)/1.30 = 472 sq. ft. Design Sand Area = 24' x 20' = 480 sq. ft. Design Septic Tank Volume = 1000 gallons Nc�� ds (, C�t re . Ir CONSTRUCTION SPECIFICATIONS INDIVIDUAL SEWAGE DISPOSAL SYSTEM LYLE SCHOON CABIN 083 DUTCH DRIVE MERIDETH, PITKIN COUNTY, COLORADO ENARTECH, INC. - 5/5/98 1. Topsoil shall be stripped, stockpiled and replaced over all disturbed areas. Existing trees and shrubs shall be removed from the site; existing vegetation shall not be disturbed beyond the necessary limits of the construction. 2. All disturbed areas shall be revegetated by the Owner. 3. The site shall be graded so that runoff water from the driveway and from the residence does not drain onto the leach field surface. 4. Construction shall conform to Pitkin County Individual Sewage Disposal System Regulations. 5. The Pitkin County Environmental Health Department and the Design Engineer (Peter Belau, Enartech, Inc.) shall be notified of the construction progress so the system may be inspected. Do not backfill over any system components until they have been inspected and approved. 6. Sewer piping shall be bedded and initially backfilled with gravel 4 inches under piping and 6 inches on top of piping. Backfill shall be wheel -roll compacted. Piping shall be installed watertight and to prevent freezing. 7. The septic tank shall be precast concrete, set level on a bed of gravel. Install the tank in accordance with the manufacturer's recommendations. 8. The septic tank capacity must be at least 1,000 gallons. 9. The septic tank inlet must be at least 3 inches higher than the outlet. An inlet tee or baffle must extend above the surface of the liquid to within 1 inch of the bottom of the tank top and must extend at least 14 inches below the inlet. The inlet pipe for the RV sewer stub must have a similar inlet tee or baffle. 10. The septic tank outlet tee or baffle must extend above the surface of the liquid to within one inch of the underside of the tank top and must extend at least 14 inches below the outlet. 11. The distance from the septic tank outlet to the underside lluqnp,N.wt be at least 011 10 inches. e ° rrr q I of 3.'—`x� 12. Liquid depth must be at least 30 inches and must not exceed the septic tank length or 60 inches, whichever is less. 13. A septic tank must have two or more compartments (or more than one tank in series to provide the necessary capacity). The first compartment must be at least as large as the second compartment. 14. The transfer of liquid from the fust compartment to the second or successive compartment must be made at a liquid depth of at least 14 inches below the outlet invert, but not in the sludge zone. 15. At least one access no less than 20 inches across must be provided in each compartment of the septic tank. 16. The opening cover of a septic tank, inspection port, or sampling access port must be marked and must be no more than 8 inches below the finished grade. It must be made of materials resistant to degradation from moisture or sewer gases. 17. Pipe meeting or exceeding ASTM standard 3034 properly supported to prevent failure by settling must extend from the septic tank at least five (5) feet from the inlet and outlet ends. 18. All wastewater lines used must be constructed of compatible pipe, bonding agent, and fittings. The following may be used: plastic pipe and fittings with a minimum wall thickness of ASTM Standard 3034, SDR35, or equivalent, perforated distribution pipe surrounded by rock within a soil absorption system with a minimum wall thickness conforming to ASTM Standard 2729; or corrugated polyethylene pipe with smooth interior meeting ASTM F405 and AASHTO M252 specifications or equivalent. Tile, open joint pipe, and cast iron pipe may not be used in ISDS's. 19. Pressure pipe from the dosing tank into the leach field shall be Schedule 80 PVC (Schedule 40 PVC may be used with the Owner's approval). 20. All components, work, equipment, and material must be designed, operated and maintained so as to comply with the minimum requirements of the applicable and current Plumbing, Electrical, Building or other code in force on the date of the ISDS Permit Application. 21. Major components not constructed on the site where installed must have a permanent plate or other indelible marking, easily read and visible, for the purpose of inspection, to include name of manufacturer, model or serial number designation, and maximum design capacity of the unit. 22. Gravel shall be clean, screened rock 1" to 1 th" in size. 23. Sand shall be clean, medium to coarse sand with not mot 0.6 mm. 2of3 a �-I tan 24. Effluent pumps shall be Hydromatic SHEF25 or approved equal, designed for a flow rate of approximately 33 gpm at 12 feet TDH. 25. Pump controls shall be located in the residence and shall include overload heaters, lightening arrestor, time -delay fuses, hour meters, hand -off -auto switches, pump alternator, pump lead/lag/altemate selector switch, or red alarm light with a push to test button, and Motor Minders or other suitable pump monitors for voltage protection, overcurrent, undercurrent, etc. 3of3 QS May 11 '98 14:15 0000 J. WLECTRIC TEL 303-927#9 LAW OFFICES KRABACHER, HILL & EDWARDS PROFUMIONAL CORPORATION B. JOSEPH KRABACHER THOMAS C. HILL JOSEPH E. EDWARDS, m JOSEPH E. EDWARDS, JR. CURTIS 9. SANDERS THOMAS L. AOKISON MICHAEL D. McCOLLUM L.Sal A..I.tanl JEROME PROFESSIONAL BUILDING 201 NOWN MILL STREET ASPEN, COLORADO 316L1 TELEPHONE (302) 920.6300 (201) 926.71 ] 6 TELECOPIER (302) 920.1161 March 3, 1995 Colorado Division of Water Resources 818 Centennial Building 1313 Sherman Street Denver, Colorado 80203 Re: Ray Crowley Well Ladies and Gentlemen: P. 6 CARBONDALE OFFICE 262 MAIN STREET, SUITE B cARROND41 F. COLORADO 11623 TELEPHONE (303) 9634900 TELECOPIER (303)9634231 Please find enclosed a well permit application for filing on behalf of the Crowley Acres P.U.D. Homeowners Association, along with a check in the amount of $60.00 for the filing fee. Also enclosed is an original confirmation from the Basalt Water Conservancy District that the Homeowners' Water Allotment Contract is in full force and in good standing. Finally, I also enclose a photocopy of the 600 Foot Well Spacing Statement from the Basalt and Rural Fire Protection District, the original of which was previously filed with your office under receipt number 357520. The Basalt Fire District Well was permitted under number 42573. Please let me know if you have any questions concerning this application. very truly yours, KRABACHER, HILL & EDWARDS, P.C. Thomas L. Adkison Enclosures cc: John Crowley (w\enc.) Tim Malloy (w\enc.) G:\Crowley\2dwr.01 11 '98 14:17 0000 J. ELECTRIC TEL 303-927-0769 P. 1 wRJ.s�Re-. 76 COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman St.. Denver, Colorado 80203 PERMIT APPLICATION FORM Application must be complete where I ) A PERMIT TO USE GROUNDWATER applicable. Type or ( 1 A PERMIT TO CONSTRUCT A WELL print in BLACK FOR: 1 1 A PERMIT TO INSTALL A PUMP 1 N K. No overstrl kes or erasures unless ( 1 REPLACEMENT FOR NO. initialed. (X) OTHER New permit to replace No_042801 -F (expired) WATER COURT CASE NO. and Nn- T1AQ93 (cancelled) aC'i-A 1 mailing address NAME Crowley Acres P.U.D. Homeowners c/gg homas L. Adkison, Esqq STREET78JMain Street, Suite Zdl CITYCarbondale, Colorado 81623 (stale) (Zip) TELEPHONE NO. (303)963-3900 (2) LOCATION OF PROPOSED WELL County Pitkin SW % of the cgw %, Section 7 Twp, 8 S ,Rng. 83 w 6th P.M. IN.SI IE.WI (3) WATER USE AND WELL DATA Proposed maximum pumping rate (gpm) 15 Average annual amount of ground water 1 0 to be appropriated (acre-feet): Number of acres to be irrigated: Proposed total depth (feet): 0.01 Aoulf•r ground water is to be obtained from: Frying Pan River Alluvium Owner's well designation gay WATER TO BE rro5l oy rao11 USED FOR.- GROUND ( HOUSEHOLD USE ONLY - no Irrigation (0) 1 DOMESTIC (1) ( ) INDUSTRIAL (5) 1 1 LIVESTOCK 12) ( 1 IRRIGATION (6) 1 )COMMERCIAL(4) I 1 MUNICIPAL (8) I OTHER (B) DETAIL THE USE ON BACK IN 011 Suggt 20474 Highway R7 City Basalt, Colorado 81621 (35-16T_ p FOR OFFICE USE ONLY: DO NOT WRITE IN THIS COLUMN Receipt No Basin Dist. This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of the permit does not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. APPLICATION APPROVED PERMIT NUMBER DATEISSUED EXPIRATION DATE 927-3893 894 I BY -? Telephone No. Llc. No. ID (STATE ENGINEER) _. COUNTY May 11 '98 14:17 0000 J. WLECTRIC TEL 303-92769 (5) THE LOCATION OF THE PROPOSED WELL and The area on which the water will be used must be indicated on the diagram below. Use the CENTER SECTION (1 section, 640 acres) for the well location. + �— -� — + — + — 4- — + — 1— + — Y 1 l 1 MILE, 5280 FEET 0 + + t 4- + + + + 1 i I — _ I NORTH SECTION LINE — + — 1 4- ORTH1 I 4- - -i- --+--+-+--+--+-+- The scale of the diagram is 2 inches = 1 mile Each smell square represents 40 acres WATER EOUIVALENTS TABLE (Rounded Figurer) An aces -foot covers 1 acre of land 1 foot deep 1 cubic loot per second (cfe) . 449 gallont per minute lgoml A family of 5 will require approximately 1 acre-foot of water per year. 1 acre-foot . 43,660 cubic feet ... 325,900 gellonr. 1,000 Isom pumped continuously for one day produces 4.42 acre feet. P. 2 (611 THE WELL MUST BE LOCATED BELOW by distances from section lines. 670 ft. from South sec. line (Morth or foutbl 750 it. from west sec. line lent or west) arcel 4 BLOCK N/A FILING st N/A SUBDIVISI NClaude Crowley Estates (7) TRACT ON ftC CWE� LJ(111L1�BE LOCATE r6wl �van¢a Owner: B i z. .lane 3.s No. of acres 6.201 WIII this be the only well on this tract? Ye (8) PROPOSED CASING PROGRAM Plein Casing 5 in. from 0 ft. to 6 0 ft. -in. from ft. to ft. Perforated casing 5 In. from 60 ft. to 70 h. in. from ft. to rt. (9) FOR REPLACEMENT WELLSglvedlstence and direction from old well and plena for plugging it: N/A (10) 1 AND ON WHICH GROUND WATER WILL BE USED: owner(s): John C. Crowley, Wanda Beitz, Janet Geis No of acres. 6.201 Legal description; pa rr r, 1= cer-rp &18, TAS.RAIW fith P_M_ (GPP Atta eh Pd) (11) DETAILED DESCRIPTION of the use of ground water Household use and domestic wells mutt Indicate type of disposal tystemtobeused. Domestic use for three single family dwellings with 500 S.F. of lawn irrigation total. Septic Tank and leachfield wastewater disposal. (12) OTHER WATER RIGHTS used on this land, including wells. Give Registration and Water Court Case Numbers. ,Ivpe or right Used for (purpose) Description of lend on which used Tucker McClure Irrigation same as above Crowlev Soas./Pipeline Irrigation Same as above (13) THE APPLICANT(S) STATE(S) THAT THE INFORMATION SET FORTH HEREON IS TRUE TO THE BEST OF HIS KNOWLEDGE. �.., 1� � /KAA—ZA I ,-. �e SfONATURE OF APPLICANT(S) Thomas L. Adkison,' Attorney for Crowley Acres P.U.D. HOA _ l Use additional sheets of paper if more space is required. May 11 '9B 14:18 0000 J. 0ELECTRIC TEL 303-92769 Exhibit A A tract of land known as Parcel No. 4, Claude Crowley Estate, County of Pitkin, State of Colorado, as shown on the plat thereof recorded in the office of the Pitkin county Clerk and Recorder on February 23, 1982 in Book 12, Pages 77 and 78, and more particularly described as follows: Beginning at a point whence the Southwest corner of Section 7, Township 8 South, Range 83 west of the 6th Principal Meridian bears S 30-50-00 W 562.00 feet; thence N 50-02-00 E 668.92 feet; thence S 66-07-18 E 69.02 feet; thence S 10-10-49 E 515.26 feet; thence N 81-38-04 E 71.87 feet; thence N 89-44-34 E 153.73 feet; thence N 73- 57-29 E 78.90 feet; thence S 72-23-43 E 92.39 feet; thence S 82-08-40 E 143.40 feet; thence S 20-41-21 W 53.52 feet; thence S 20-34-18 W 89.78 feet; thence N 77- 00-27 W 305.76 feet; thence N 83-06-25 W 73.99 feet; ' thence S 19-15-03 W 77.81 feet; thence N 70-49-51 W 319.54 feet; thence N 88-07-51 W 1.50 feet; thence N 70- 54-28 W 34.77 feet; thence 279.61 feet along the arc of a curve to the left, having a radius of 2119.17 feet, a central angle of 07-33-36, and subtending a chord bearing N 74-41-16 W 279.42 feet; thence N 67-30-00 W 156.37 feet to the point of beginning. Less that certain 0.369 -acre parcel owned by the Basalt and Rural Fire Protection District as shown on the plat thereof recorded in the office of the Pitkin County Clerk and Recorder on October 27, 1993 under reception No. 362565 in Book 32 at Page 94, and more particularly described as follows: Beginning at a point whence the Southwest corner of Section 7, Township 8 South, Range 83 West of the 6th Principal Meridian bears S 77-22-19 W 1063.93 feet; thence N 70-49-51 W 196.00 feet along the south line of said Parcel No. 4 also being the north right-of-way line of County Road No. 104; thence N 19-15-03 E 65.99 feet; thence S 70-49-51 E 52.01 feet; thence N 83-16-46 E 61.84 feet; thence S 70-49-51 E 88.40 feet; thence S 19-15-03 W 15.19 feet to the southeasterly line of said Parcel No. 4; thence S 19-15-03 W 77.81 feet along said southeasterly line to the point of beginning. The resulting parcel contains 6.201 acres, more or less. oexcrarlMMwfas.01 d6- P. 3 May 11 '98 14:19 Ue: (303)945-2447 Fu: (303)945-2977 0000 J. ELECTRIC TEL 303-927-Q:b'3 BASALT WATER CONSERVANCY DISTRICT 302 8th St., Suite 310 Glenwood Springs, CO 81601 February 28,1995 RE: BASALT WATER CONSERVANCY DISTRICT CROWLEY ACRES SUBDIVISION HOA Contract No. .213 TO WHOM IT MAY CONCERN: This is to confirm that the water allotment contract dated March 8,1993 granted by the Basalt Water Conservancy District to the Crowley Acres Subdivision Homeowners' Association for one (1.0) acre foot of water per year is currently in full force and effect and in good standing. Please contact the undersigned if you have any questions in this regard. Yours very Dary�brst - Attorney for Basalt Water Conservancy District P. 4 Maq.11 '98 14:19 0000 S. WLECTRIC TEL 303-92769 P. 5 600 FOOT WELL SPACING STATEMENT The Basalt & Rural Fire Protection District, a Colorado Special District, states as follows: 1. We own real property described as 0.999 acres (the Thomasville Fire Station panel) in the Southwest 1/4 of the Southwest 1/4 of Section 7, Township 8 South, Range 83 West of the 6th P.M., Pitkin County, Colorado. Located on our property is the following well: The Basalt Fire District well (application pending). 2. We have been apprised that Ray T. Crowley, Wanda Beitz, Janet Woolsey and John C. Crowley, the present owners of a parcel of land in the Southwest 1/4 of the Southwest 1/4 of Section 7, Township 8 South, Range 83 West of the 6th P.M. (Parcel 4, Crowley Subdivision), desire to extend the use of Ray Crowley's well, Permit No. 116993. We also understand that the purpose of such well is as set forth in the original application, but extended for three (3) single family dwellings and state that we have reviewed the application that was submitted to the State Engineer. 3. The proposed location for the enlarged use of the Ray Crowley well will be less than 600 feet from one or more of our wells. 4. By this statement we are specifically waiving any objection to the issuance of a well permit to the above parties pursuant to the request as set forth in the referenced applications and we request that permit issuance not be postponed or denied because of any concerns by the Division or others that the proposed well will materially affect our well or water right. We also specifically waive any right we may have to participate in a hearing before the State Engineer pursuant to Section 37-90-137(2), C.R.S. Dated this d a,3day of Jt6 , 1993. BASALT & RURAL FIRE PROTECTION DISTRICT By: -✓✓ 21YA 5 � ��� ames N. Stryker, President c:vaMr15RM.MT Few r rs. IM May.11 '98 14:21 0000 ,J. _LECTRIC TEL 303-927— 9 P. 1 JUN P 5 1994 I le.va tol�1 1% L5 es AUG 1 3 STATE OF COLORADO Index No .................... Use... RCJaol...... Rgle►end: Q�':tv�f. (for Stat.-En/IAeer's Uaal, 6'Z DIVISION OF WATER RESOURCES OFFICE OF THE STATE ENGINEER GROUND WATER SECTION LOG AND HISTORY OF WELL. PERMIT N,/O.__1!.- 15_5 _ jLd :. NC.._ .1.1. .,,.__..—__ �1 G — S �oQ tG of___.Al� _j'/s of Sett._//! Twp._L-cL__., Rae...& 4_1 _.. _..Y�_..__PM Luj JUN 4 1964 GROUND WATER SECT. DOLORADO STALE EN"at WELL LOCATION .A Use of Water .L C Mr ........ No. On or ey--4.L �y.P.._._._ ._�.-- --. Acrel_......,.._. Idw joas. M .4. or Und) Dat. 19.. Date Compla _ 19 _�.__.._— Yield WILL DESCRI N: Depth to VV afar It. Total Dopth.r. _ ft. -- Imti•end Leiw prew.d .wLp) Hole � _._�.._.....' Diameter from ---ft. to_ .... ... _ft., from_ „—It. __ in, TEST DATA+ W.n N.ne , I - .. -stw t+r - - _ 1w yo..... i s.w* Ga ABOVE DIAGRAM REPRESENTS ONE FULL SEC. 11 '98 14:23 0000 J. #LECTRIC W STANDARD RACTERIOL061CAL WATER TEST SNOWMASS WATER 6 SANITATION DISTRICT P,O. Box 5700 SNOWMASS VILLAGE, 00. 81615 L • I Semple Location./)-�i PWS (D' ,. O NAME Of LV SAMPLETA11MEic.«UPP � CHLORINE �S COUNTY ..'ejAJSAMPLER 'Gdw RESIDUAL NiS(L 1 COMMUNITY SUPPLY 1 ) ROUTINE DISTRI6 ION SYSTEM SUPPLY 1 ) NON COMMUNITY 1 1 CHECK SAMPLE ( I PROCESS WATER ( I OTHER PUBLIC l 1 RAW lSAZTL GROUND ( 1 SURFACE Y (.�C PRIyALL I ) §PELTA PE SAMPPOSELE SAMPLE OTE: IF All INf011MATI0N 1S NOT SUPPLI[p, THE SAMPLE Wlll BE DISCARDED. REMARKS: 1 i\ �DorRESTO hnRESS CITY-STATE SEE UB MEvERS OB(R OTIME IM 7LIMIITAMONS, SAMPLING INSTRUCTIONS AND DEFINITIONS. (J)/1, R4gl/ TEL 303-927#9 P. i Analyst � UNSUITABLE 13Y FOR TEST FILTER F mncv W CAL ABSENT PPE6ENT e 4 y UUSTED N IUNT. COIIFORM1100 ML LAURYL SULFATE BROTH 0 V qbG8 3 � Z LOUFORM)IOOML I RESULTS GREATER THAN ONE COUF'ORM PER 100 ML INDICATES NON-COMPLIANCE WITH MINIMUM o DRINKING WATER STANOAADS. FRYINGPAN RIVER— — /I _sem PROPERn LINE 9� 17 1 SPACE' TO _- 9g- -PROPANE LENT _ FROM CRAWL PACE' A TO DAYLIGHT ti•7" !' )C 981 9 9 _ 9i / l LOT 3 // 11 v Al Ip 0i WELL �� / - / PUMP HOUSE \ • I FUI I F� PROPANE TANK fU i c - / I l 100 o <� F oT F�gBI� co GARAGE / F< - /O I \ / SEPTIC TANK DOSING TANK / MIN. 20' SETBACK FROM LEACH FIELD TO CABIN, -MIN. 5' SETBACK BETWEEN SEPTIC TANK AND CABIN, AND MIN. 6' SETBACK BETWEEN DOSING TANK AND LEACH FIELD / MIN. 100' SETBACK FROM LEACH FIELD TO WELL, AND MIN. 50' SETBACK BETWEEN SEPTIC TANK AND WELL MIN. 10' SETBACK FROM LEACH FIELD TO PROP. LINES \ \ \ °< / \ - 4/Ate LEACH FIELD / \ J SITE PLAN SCALE: 1 "= 20' ° 4 ° DOSING TANK: STEP ° 48" MANHOLE 4' I.D. CONCRETE MANHOLE SECTIONS AND ECCENTRIC CONE SECTION WITH STEPS AND WATERTIGHT, TOTAL HEIGHT ESTIMATED AT 8 FEET (FIELD VERIFY) PUMP #1 MANHOLE FRAME AND VENTED LID ° 2" DISCHAR E ISER PIPES WITH 2" BALL VALVE, 2" PVC TO LEACHFIE 2" CH CK ALVE AND UNION ON EACH PIPE ELECTRICAL CONDUIT PUMP #2 2" TEE ELECTRIC DISCONNECTS ° ELECTRIC WIRING FOR ° COIL EXTRA LIFTING CABLES PUMPS AND SWITCHES ON LADDER RUNG a d d ° APPROX. 3' BOOM' C IQ� ER o PL H a SCALE: 1"= 1'-0" LIFTING CABLES .° FOR EACH PUMP 2" PVC PIPE TO LEACHFIELD (SCH. 80 PUC) 2-2" ELBOWS AND e 1 TEE (SEE PLAN VIEW) 2-2" BALL VALVES DRILL A 1/4" HOLE 2 -INCH SOLID SCH. 80 PVC ° TO DRAIN THIS PIPE PIPE FROM DOSING TANK ° BACK INTO DOSING TANK 2-2° CHECK VALVES 24' 4" PVC SEWER PIPE IN FROM DOSING TANK 2-2" UNIONS FLOAT SWITCH TO SET �3' 6' 6' 6' 3'� ALARM AND TO START SECOND PUMP. SET 2" ABOVE PUMP ON SWITCH —�- ° d PUMP 2 -INCH SOLID SCH. 80 PVC11 PIPE MANIFOLD, LEVEL ° DISCHARGE RISE RISER PIPES e (SCH. 80 PVC) FLOAT SWITCH SET 3'-6" FOR 12 INCHES OF DEPTH BETWEEN ° PUMP ON AND OFF a " PVC TWO EFFLUENT PUMPS, w o w o w o w o HYDROMATC SHEF25 > i? ISI} w �:_�� LA OR APPROVED EQUAL J d -Ila J II a J a ° a -- a - - a. —_- a- ° 4" CINDER BLOCKS a s a s a s ° a 4" GAP > z >O> z > z > z 4 °olU ollU o ° 4 e 4 A m O m L) m � °� 0 g m � 4 N N N N N N O 1 Q O Ia D Q 0 C SET THE MANHOLE LEVEL ON A GRAVEL BASE w � w � w w O J O w O O J O O 0 _ C, _ I a w_ a s a a d a 'v \ J \ J\ J \ J Q I o I o Q 13O3OH 02 C;HQN BER CELIEMLIZU70 K SCALE: 1"= V-00 _GRADE PROPOSED — — — RESIDENCE MIN. 12" COVER WITH 6" OF TOPSOIL, CLEANOUT _ — 22-1/2' ELBOW GRADE TO DRAIN AND TO CONFORM TO SLOPE. 1'-3' OF SOIL OVER SEPTIC TANK COVER AND _r _GRADE (VARIES) 4-8' OF SOIL OVER SEPTIC TANK MANHOLE LIDS r CRAWL SPACE _ - — — — — — — — :MIN. 2' OF SAND, LEVEL LEACH FIELD (SEE DETAILS) DOSING TANK FLEXIBLE (SEE DETAILS) COUPLING 2" SCH. 80 PVC PIPE MIN. 10" OF GRAVEL, LEVELJ 1-1/2" PERFORATED PVC PIPE, LEVEL FLEXIBLE COUPLING 4 -INCH SDR35 PVC SEWER -i AT 1/4" PER FOOT SLOPE ELEVATION OF SEPTIC AND DOSING TANKS TO BE J DETERMINED BY THE ELEVATION OF THE SEWER LINE FROM THE CRAWL SPACE BAFFLE TEE ON BOTH INLETS 1000 -GALLON SEPTIC TANK 4 -INCH SDR35 PVC SEWER AT 1/4" PER FOOT SLOPE PROFILE SCALE: 1/4"= V-0" 1-1/2" SOLID SCH. 80 PVC PIPE, LEVEL LEACH FIELD PLAN SCALE: 1/4"= 1'-0" 8 -OZ. MIRAFI GEOTEXTILE 3' 210' 26' A 3' MIN. 6" OF GRAVEL BELOW PIPES AND 2" OF GRAVEL ABOVE PIPES 1-1/2" PERFORATED PVC PIPES, LEVEL FFABRIC COVER OVER GRAVEL —L — — — — — — - LEACH FIELD SECTION A -A SCALE: 1/4"= 1'-0" p N oo � co ro N WOn O OOrn O JU N O o V1 I �;o� P O Z't = zF°' a- o ? a avi0 v' 0 M ow o3x W OZQ W 3Z a J Z W CJ J V (O ON W O N N(ou7 QZ V) "__ corm•. n n n N p M C) u U . M Q_ Mi REVISIONS DATE BY 5/11/98 P. BELAU AS -BUILT P BELAU 12/4/98 DATE 5/5/98 SCALE 1/4" = 1'-0" ENGINEER P. BELAU DWG FILE ISDS-09B JOB 393-09 SHEET I OF 1 SHEETS 2y ERYINGPAN RIVER LINE 9 4 � � PROPERTY � 133,9 __--- -- PR 98 PROPANE VENT LINE;,` FROM CRAWL SPACE' \ TO DAYLIGHT I 9& 99 / � rl to LOT 3 / U Im ImAl / O/ow / Q 100 A9�k /¢ \� WELL ! / PUMP HOUSE PROPANE TANK 100 I F 10 �cA'9IN co GARAGE / 1,g R f(F� �Q) IL / SEPTIC TANK DOSING TANK / MIN. 20' SETBACK FROM LEACH FIELD TO CABIN, ,<v MIN. 5' SETBACK BETWEEN SEPTIC TANK AND CABIN, AND MIN. 6' SETBACK BETWEEN DOSING TANK AND LEACH FIELD q MIN. 100' SETBACK FROM LEACH FIELD TO WELL, AND MIN. 50' SETBACK BETWEEN SEPTIC TANK AND WELL LEACH FIELD F \ / MIN. 10' SETBACK FROM \ LEACH FIELD TO PROP. LINE \ SCALE: 1 "= 20' 4' I.D. CONCRETE MANHOLE SECTIONS AND ECCENTRIC CONE SECTION WITH STEPS AND WATERTIGHT. TOTAL HEIGHT ESTIMATED AT 8 FEET (FIELD VERIFY) ELECTRICAL CONDUIT ELECTRIC DISCONNECTS COIL EXTRA LIFTING CABLES ON LADDER RUNG 4" PVC SEWER PIPE IN FROM DOSING TANK BETWEEN PUMP ON AND OFF ° LIFTING CABLES_._._ - a FOR EACH PUMP 2-2" ELBOWS AND a 1 TEE (SEE PIAN VIEW) 2-2" BALL VALVES ° 2-2" CHECK VALVES 2-2" UNIONS MANHOLE FRAME AND VENTED LID 4" GAP 4„ CINDER BLOCKS d 4 a 4 SET THE MANHOLE LEVEL ON A GRAVEL BASE ELECTRIC WIRING FOR PUMPS AND SWITCHES cA APPROX. 3' ° 2" PVC PIPE TO LEACHFIELD (SCH, 80 PVC) DRILLA 1/HI HOLE ° TO DRAIN THIS PIPE BACK INTO DOSING TANK FLOAT SWITCH TO SET ALARM AND TO START SECOND PUMP. SET 2" ABOVE PUMP ON SWITCH d 2-2" PUMP ° DISCHARGE RISER PIPES (SCH. 80 PVC) TWO EFFLUENT PUMPS, HYDROMATC SHEF25 ° DOSING CHAM = ER - ELEVATION SCALE: 1 "= 1'-0" _GRADE (VARIES) — — — — — — — PROPOSED — — — — — RESIDENCE _ MIN. 12" COVER WITH 6" OF TOPSOIL, CLEANOUT — — 22-1/2°ELBOW GRADE TO DRAIN AND TO CONFORM TO SLOPE. 4-8" OF SOIL OVER SEPTIC TANK LIDS 77777777777777777 _ GRADE (VARIES) CRAWL SPACE — —f— — — -- — — — — — f MIN. 2' OF SAND, LEVEL LEACH FIELD (SEE DETAILS) DOSING TANK FLEXIBLE (SEE DETAILS) a COUPLING 2" SCH. 80 PVC PIPE MIN. 10" OF GRAVEL, LEVEL 1-1/2" PERFORATED PVC PIPE, LEVEL FLEXIBLE COUPLING 4 -INCH SDR35 PVC SEWER _/ AT 1/4" PER FOOT SLOPE ELEVATION OF SEPTIC AND DOSING TANKS TO BE3 DETERMINED BY THE ELEVATION OF THE SEWER LINE FROM THE CRAWL SPACE BAFFLE TEE ON BOTH INLETS 1000 -GALLON SEPTIC TANK WITH HEAVY COVER 4 -INCH SDR35 PVC SEWER AT 1/4" PER FOOT SLOPE PROFILE SCALE: 1/4"= 1'-0" ° ° DOSING TANK: CTFPC , ---48" MANHOLE PUMP #1 2" DISCHARE (ISERPIPES WITH 2" BALL VALVE, 2" PVC TO LEACHFIELD 2" CH CK AND UNION ON EACH PIPE OPUMP 2" TEE 0 DOSING CHAMBER - PLAN SCALE: 1 "= 1'-0" 2 -INCH SOLID SCH. 80 PVC PIPE FROM DOSING TANK 24' 3' 7 6' 6' 6' _ 2 -INCH SOLID SCH. 80 PVC PIPE MANIFOLD, LEVEL wIlo w IIm JII� �IIm o �� K K G m m a- J m J m w w a w d w a a a a � a a a a a a a j z j z j z j z a a a a co A U U m V c N c N cn N N W w w O J O J 0 J O J w O w 0 w w O w . w w _ w d a 0- a IN IN \ \ C \ . \ IN \ J \ J \ J\ J O o r o o o 1-1/2" SOLID SCH. 80 PVC PIPE, LEVEL LEACH FIELD PLAN SCALE: 1/4"= 1'-0" 3' 3' 210' 26' A 3' MIN. 6" OF GRAVEL BELOW PIPES AND 2" OF GRAVEL ABOVE PIPES 2" PERFORATED PVC PIPES, LEVEL 8 -OZ. MIRAFI GEOTEXTILE -1 / 1 FFABRIC COVER OVER GRAVEL — — — — — LEACH FIELD SECTION M. W. SCALE: 1/4"= 1'-0" REVISIONS DATE ----,_E 5/11/98 B DATE N �o 5/5/98 SCALE o� 1/4" = 1' - ENGINEER 00o r, DWG FILE r, ISDS-09E O oVo o 393-09 U n L11 I 0 � vi I � �zd Z&� 0 Q In a C ND M, 00' o o � 3' oQ w 3zw J Z w U' JO C o 0 w oN Nov Q z J �x� O � e0 m z O � o0K REVISIONS DATE ----,_E 5/11/98 B DATE 5/5/98 SCALE 1/4" = 1' - ENGINEER P. BELAU DWG FILE ISDS-09E JOB 393-09 SHEET L11 I OF SH FAR CALCULATIONS LOT 46,220 SF ® 35% - 16,811 SF MAX. ACTUAL HOUSE 1,964 GAR 516 LESS MECHANICAL 80 SF GARAGE 500 SF ACTUAL FAR 1,960 SF - 4 % // `� 'mo, X 0Qt�+001 r .0c�'� PROPANE VENT LINE �9 / FROM CRAWL ? SPACE TO DAYLIGHT /I fI ;00�ea 0 F: 91 / \ BUILDING SETBACK �� 11 99 -- 4--- \ LOG CABIN \ \ PUMP HOUSE IST FLR ELEv. \ 1015' E \ \ PROPANE TANK ' 100 \ \ \ I 20' SETB K 15' JETBACK / 1 \ 1 LEACH FEILD PROVIDE SEWER STUB FOR RV GRAVEL DRIVE 1 1 1 I 1 1 1 1 LOT 3 � 1 \ ' s \l �TO TRANSFORMER "BITE PLA; SCALE: P . 20'-0" CROWLEY ACRES PUD OF THE FRYINGf=AN RIVER, COUNTY OF PITKIN STATE OF COLORADO LOT 3 1.10 AC.+/ - ppDAA�TE::�y/yy1��r9QQ8 f1GVgMN� sr+�r N� C 1 O=D, UNi 0 Fal 97PWU•E160 WK0 cowado aw E -MM WOMOUProfnsl