Loading...
HomeMy WebLinkAboutpitkin.eh.264329200008 (1999)a t� Aspen/Pitkin Environmental Health Department Permit for an Individual Sewage Disposal System 130 S. Galena St. Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5074 Permit # 99067 Parcel ID # 2643-292-00-008 Type of permit New( x) Repair( ) Addition to House( ) Name of Owner Whipple and Brewster Corp. Street Address 690 Pioneer Springs Ranch road Property legal description Size of lot 39.67 Lot 5, Pioneer Springs Ranch Total square footage of the house 7535 Water source Community water system # of bedrooms in house 5 # of offices, lofts & similar sized rooms in house 1 Caretaker unit N/A 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) Permit information Designed by Timberline Engineering Mailing Address PO Box 631, Carbondale, CO 81623 Perc rate 20 Profile hole depth +8 ft Depth to groundwater or bedrock Septic tank capacity _3000 gal Absorption area (_nmmekntc 2035 square feet unknown Septic permit approved per compliance with the engineer design and specifications dated August 30, 1999. Any changes must be approved by this department and the design engineer prior to them being made. Minimum horizontal distances between components of the system and physical features shall conform to the Pitkin County ISDS regulations. This septic installation will include 2 single compartment 1500 -gallon tanks in series. The absorption field will be 2035 square feet, including 8 rows of 11 EQ -36 units for a total of 88 units in a trench system. Waterline crossing the septic pipe will be encased for at least ten (10) feet of each side of the crossing. L Permit approved by: G/`C(r-,((— Date: '� -' 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 Installer: be included with this permit before the final approval will be issued. ,I l_ Date: 2 Final inspection approval 0 1 .�F ji e�� de �iti c _ �c,•., .y YLh. (7/30 ©D 4M ASPEN/PITKIN ENVIRONMENTAL HEALTH DEPARTMENT APPLICATIO? OR INDIVIDUAL SEWAGE DISPOSE SYSTEM 13U S. Galena St., Aspen Colorado 81611 Phone 970-920-5070/Fax 970-920-5039 Name of OWNER Whipple & Brewster Corp Owner's Mailing Address 121 S. Galena St, Suite 203, Aspen, CO 81611 Business Phone: 920-4428 Home Phone: 925-2295 Primary Contact Person (all communication regarding this permit will go through this person) Name Steve Whipple Company Whipple & Brewster Corp. Contact Mailing Address 121 S. Galena St, Suite 203, Aspen, CO 81611 Business Phone : 920-4428 Cell Phone : Fax: 920-4427 Parcel ID # (available from assessor's office at 920-5160 or at www.aspen.com/assessorn Street address of property 690 Pion Legal Description: Lot 5 Block ,Filing Subdivision Pioneer Springs Ran Size of lot: 3 9 . 6 7acres. Type of proposed structure: ho„ G P Size of bldg. envelope: Total square feet of house 7,535 # of bedrooms in house 5 bedroo # of offices, lofts & similar sized rooms in house 1 Caretaker Unit: Attached (np Detached( no ) Total area(sq. ft.) of caretaker unit N/A It of hPHmr)ms in haratakar unit # of offices, lofts and similar size rooms of caretaker unit Permit is for: New Home ( x ) Repair due to failure ( ) Remodel/Addition ( ) Emergency use ( ) Water: Private well ( ) Spring ( ) Stream ( ) Community/Public Water System ( x) If community system: Name of system Brush Creek Metro District Permit Case# 0598.1999 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 appli Received by 01/1 Date Receipt # Date I ASPEN/PITKIN , VIRONMENTAL HEALTH DEPT_ . rMENT SEPTIC SYSTEM APPLICATION CHECKLIST NOTE: SEPTIC PERMIT APPLICATIONS CANNOT BE ACCEPTED UNTIL ALL OF THE INFORMATION BELOW IS INCLUDED. The soils test and system design must be done by a Registered Professional Engineer. You should plan to meet with the RPE at your site to discuss where the soils tests should be done to meet all of the County regulations and where you want to put your house. The RPE will be your contact for issues you want to discuss about your system's size and location. The RPE should check each box to indicate the following have been submitted before the application can be accepted. X Completed application form Site map showing locations of, or stating that the following do not exist: all existing and proposed wells within setback distances (including on surrounding properties), contour intervals, all proposed and existing buildings, property lines, ditches, slopes of greater than 15%, water lines, sprinkler systems, springs, suction (irrigation) lines, drinking water cisterns, drain tiles, irrigation ditches, lakes, ponds, water courses, streams, floodplains, floodways, dry gulches, or existing septic systems. This must include all such features on neighboring properties within setbacks. If the above conditions don't exist, please indicate on the site map that these conditions don't exist. xX,Complete building floor plans. Floor plans should be 11x17. % Proof of adequate water supply: for private wells, recent well driller's pump test showing gpm actually produced, well permit showing legal supply, and test showing good quality; for community systems, proof there is adequate water for all houses served by the system; for other systems, proof of adequate quality and number of gallons/ minute. X Env. Health has been called to look at profile hole X Percolation tests must have a minimum of 3 pert holes and one in every 1200 sq. ft. of field. Please include a map showing where the pert holes were done and indicate the total square footage of absorption field. -1 Permit fee Copy of county approval (1041 approval, subdivision approval, etc.) X . Check if your septic system is within the building envelope and no part of the system is more than 30" above grade. If both of these conditions are not met, you must obtain written approval from Community Development before submitting this application. g:\eh\isds\isdschck t D#: 20 3 712 -Q?0-'ae Person Sooken To I L ien / Pitkin Environmental Health Deoartr- it Contact Log Sheet Address: (Oa Comments /Action to be Taken mat, 97) House Size (sq. ft.) 73- (75 gpd, 100 gpd, or 130 gpd) 130 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 1300 State Review Required? no Perc Rate 2}' (T) Design Flow (Q) _ # potential bedrooms X 2 people/bedroom X gpd X 1.75 Q= 2275 Absorption Area (=Q/5 X SQRT perc rate) A = 2034.8219 sq. ft. of absorption area required 131 gravelless chamber units without reduction # of Perc Holes Required: 3 1 in every soil type? Spaced uniformly over proposed area? A maximum 30% reduction is allowed for use of deep gravel or gravelless chambered system, only if the lot size and soil conditions are optimal. If a reduction is being proposed, describe why lot size and soil conditions are optimal: A = 1424.3753 sq.ft. with reduction 92 gravelless chamber units with reduction Type of system: []Absorption trenches []Absorption bed [] Gravelless chambers []Dry well []Seepage Pit []Other (type) Minimum tank capacity 2843.75 gallons SETBACK FROM WELL # of feet = 202 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 152 SETBACK FROM DRY GULCH # of feet = 127 Printed on Recycled Paper APR -14-98 TOE 12:48 PLt WHIPPLE & BREWSTEE Nancy Mackenzie Asspea Environmental Health Department 130 S. Craleaa St Aspen, CO 81',511 RE: Pioneer Springs Ranch Subdivision Watcr FAX NO. 270P20441-7 April 14, 1998 P, 2 Dear Nancy, I = notifying you that all the lots in the Pioneer Springs Ranch Subdivision are in the Brush Creek Metro Distric L All lots have tap foes paid in full and adequate quality and quantity available to each site. Water lines and meters have been installed to each lot and are operational_ Thank you far. your time and I hope this letter can be kept on file in your office to serve as futurc proof of a water supply in the subdivision. Sincerely, 9Ji m Crowley President Brush Greek Metro District Zd WC0z:("-t 8661 bt '2ldH G@Z5 ZZ6 OL6 : 'ON 3N[7 -{d ),27rOaO : W0a-� G July 31, 2000 To RE: CC: Dear Q PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT This letter is to advise you that we have not been able to final the Individual Septic Disposal System (ISDS) permit for the above stated residence/property. It is of utmost importance for the Environmental Health Officer to final all ISDS permits once proper installation and required inspections are complete. We cannot sign the Certificate of Occupancy for this property without the "As Built' letter. It is mandatory that this office receive an "As Built' letter from the engineer who designed the system. An "As Built' letter will confirm that they observed the installation of the system as designed. Any changes to the system must be noted in the "As Built' letter or by a new set of plans. This office must receive the "As Built' letter from the engineer no later th C -64i) , 2000. Please contact me with any questions. Thank you, in advance, for your help and c`6 -operation in this matter. Si e y, Madelyn Blumenthal Pitkin County Environmental Health 130 SOUTH GALENA STREET • ASPEN, COLORADO 81611-1975 PHONE 970.920.5070 • FAx 970.920.5074 www.aspengov.com/ehnew/county/index.htmi Printed on Recycled Paper I : 1PU964V[I'�: STR1JcC7l URAjCr�q L IEIYGIINEERIING + cCONTRAC (rj ♦ cCIERTEFFU ED ENERGY DESIGN PROFESSIONAL July 30, 2000 Pitkin County Environmental Health Attn: Nancy MacKenzie 130 South Galena Aspen, Colorado 81611 Re: ISDS Installation Whipple and Brewster Corp. Lot 5 Pioneer Springs Ranch, 690 Pioneer Springs Road Permit No. 99067 Dear Nancy: The installation of the ISDS for the above residence has been completed and has been installed in accordance with applicable county specifications and the approved plan with the exception of the septic tanks and the field size. The septic tank capacity was up-sized to 3,500 gallons (1-2,000 gallon and 1- 1,5000 gallon tank) and the field was up-sized to 99 EQ -36 units. These changes were made to accommodate a future caretaker bedroom. The revised calculations are provided on the as -built drawing. If you have any questions, please call me at %3-9869. Sincerely, David A. Powell, Reg. No. 25851 P cc: Whipple & Brewster 121 South Galena, Suite 203 Aspen, CO 81611 P.O. BOX 631 cCARIBONDALE, CO. 81623 IP]H[ONIE 970 963 9869 / FAX 970 963 9003 . Gec�tech August 4, 1999 Whipple & Brewster Attn: Steve Whipple Hepwj*Pawlak Geotechnical, Inc. 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone: 970-945-7988 Fax: 970-945-8454 hpgeo@hpgeotech.com 121 South Galena, Suite 203 Aspen, Colorado 81611 Job No. 195 515-1 Subject: Percolation Testing, Proposed Residence, Parcel 5, Droste/Pioneer Springs Ranch, Pitkin County, Colorado Dear Mr. Whipple: As requested by you, Hepworth - Pawlak Geotechnical, Inc., performed percolation testing at the subject site. The tests were performed on July 29, 1999. The findings of our work are presented in this report. Percolation testing was performed for the previous lot owner and recommendations provided in a report dated December 22, 1995, Job No. 195 515. An 8 foot deep profile pit and four shallow percolation test pits were excavated by Earth Works Construction. Hand dug holes were located at the bottom of the shallow pits and soaked on July 28, 1999. The percolation tests were performed on July 29, 1999. The soils exposed in the profile pit below about 2 feet of topsoil consist of clayey sandy gravel with small cobbles. No free water was encountered. The results of a gradation analysis performed on a sample (minus 6 inch fraction) obtained from the profile pit are presented on Fig. 1. The results of percolation tests conducted at the site are presented in Table I. The percolation rates averaged about 20 minutes per inch. Based on our findings, the tested site is suitable for a conventional infiltration septic disposal system. If we can be of further assistance, please call our office. Sincerely, HEPWORTH -PAWLAK GEOTECHNICAL, INC. D AVJ7) .l Trevor L. Knell Rev. By: SLP 152122 :* TLK/ksm attachments �+�'�:sS/a,�AL t **o © cc: TimberIin fA '° Powell GRADATION TEST RESULTS HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE I PERCOLATION TEST RESULTS JOB NO. 195 515-1 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./INCH) P-1 493/4 15 water added 10 6 1/4 33/4 15 6 1/4 43/4 1 1/2 43/4 3 3/4 1 9 3/4 8 1/4 1 1/2 8 1/4 63/4 1 1/2 63/4 53/4 1 53/4 43/4 1 43/4 33/4 1 P-2 53 15 water added 10 1/2 63/4 3 3/4 20 63/4 5 1 3/4 5 33/4 1 1/4 8 1/4 7 1/4 1 7 1/4 6 1/4 1 6 1/4 5 1/2 3/4 5 1/2 43/4 3/4 43/4 4 3/4 P-3 46 1/2 15 8 1/2 63/4 1 3/4 30 63/4 5 1/2 1 1/4 5 1/2 43/4 3/4 43/4 4 3/4 4 3 1/4 3/4 3 1/4 2 1/2 3/4 2 1/2 2 1/2 2 1 1/2 1/2 P-4 45 1/2 15 water added 63/4 43/4 2 20 43/4 3 1/2 1 1/4 7 5 3/4 1 1/4 53/4 5 3/4 5 4 1/4 3/4 41/4 3 1/2 3/4 3 1/2 23/4 3/4 23/4 2 3/4 i NOTE: The percolation test holes were dug and soaked on July 28, 1999. The percolation tests were performed on July 29, 1999. a, ,, �. �, � . - • q. Jn S � �`�` � ; N�J _ �` , r,�. a.. i " •� � u... r � s.� . , � � �� �� t„ 'i j ✓ ;'? �.� i� � jr - ��r n . ' i .. ,k i.l:' � � ,1 �''�, 'M �'. S, �� � i�, r A . t. ,. , pp I y N. • f ��Ll r , " � ,♦ rel �' �,?� �` � ti � •� � .�� � ' Iii. � �"'C,"A: _r• w f � .P - -�• A � ' � 7. llllllllplpqvlll5llpp_ _ r - J - , 0!, r . lI •'. � is ' R� rtaa• • • f `�' �R • WIWI- JS . f' jw s A k♦ -.777"011on IW l it y • , � _� . I�N,yyi. V : +:r low jwu WHIPPLE -AND BREWSTER CORPORATION 121 SOUTH GALENA s,rREET' SUITE 203 ASPEN, COLORADO TOT 5 PIONEER SPRII4G-S RANCH PROJECT . / 1 01 WJfaro�r AM Mfr AMC AV AmaLaw . ! Jp• A� J r (Jltf'[y lafrsmsftf 1 U • . ! mares[ 9a J Iry 0 I - ,fes 'r ! o tp10 f I I J t , r .1 1' I Ave., ,Y� S'CP,1/UaSdJP CORDON 1Wlr R AIM r � .�`r �.i r""�...�i�. .• - Clrnrapod .Springs cdlOrado 616?71 SGS'J?165dR /970/ 9,GS-IOOf /f LY/ 9fS-5918 r M� =eOa-'All-.M q .(.pert Colorado /970/ 925-6777 Srrgarr C.�tttc+va: C AV#,C H R r _V& D.iq o Rrp'r —Land -71-- n u» Mft d nwom a do b -ow C-0, rhor Mir .foo d 4=6W oa.MAMr rr PfVa-od by m aed us~ my ap new ham r rf my Mwe by mr and -low 7v «pr+rarr and fhrf and rxw ars bur and aoavafo to the b'rfl� and "60 - AOM -NW 1A4 7}�pgrtl ori Abtrr+d flan 14o. -Ow .StmmW T4�0- nKfoa w/rr� otrok.d D6s d p�a.rar rnwM hw am~ .u.ns and raI aofird pooft O mw br p ww ntAin 1/30' of fMf' Ovr odot ora CnbaW drryn rnpud a agood upon /pof .r.Mm.4 plrar. m taef A19 - km Aar &w iof .irwbw infonndapn. I�RO.S'T�/PION�'��' 1SPRINGS'' GRAPHIC SCALE (a M") I W - O A 4pn/ od Atim - ® PWpar Piw - - .YrtWr r1w 0 lndboar farts NO filar and pra.fle oW LS 1571a porirpr o• bored aw furd r.aruNrta or Ahura 11th mrhw dor art Aormrt r lila r.osh.by f w wrNjw to drbnebo w'r~ w ` dieorw .orrtwna w odr WmvrMrarr dra t= N' If/IVIM1101 Owe" If to prm.ra%ft momm"aft q odw WWrronaWW of Isms Ar N.rr Aofrr hart r fAGr iruvmvaa amrrrdbrmW dourd y' PRF& awt0' 11f14 Ma ., I , 1 Lots IM Ab6 PCT IIW7 2 – MAP prgorpi ruo%rrf to opp i ommw"wa for oorfhp rdiirro and irripaflmr Tambo L . LOT 5 i �dT��1i'irFF��IiYLci 4w my X JLL drl I w AO s�sLg.e r...ei�.+.✓ inop Gip i I tl'rf--.-_--_-----�_--------_-1-_---_--_T_----------1_f.--_-----e_---__-_---� LL _.—._ —--®--�_ — —.— ��-- --- —_— -- — — — -- ----- --L —�------J------- —�� e ---s---- --� { w1s90� RGU� h 0 1 I � 1 , i ciTV Y/�//Q/ - - `e ® L6 a M .ft t i!/C.�P77� ,cCc YA?7GY� �(JT,y f� Y.477Ch/ ■: zars..�idv� 3�T •..i r: ppmm 0Y rl)Ar ` ?/2.6100 6-7$ {70 hDD l-�i! B[(iR017?1, LhRC-�PTNJ/.5 hND ADUI)"bkrL t`l1:UJ wY°/�fiY 17111 hlQl,'C 1,9�(1``� /A{]y/I�i/L/��/��f x d f l O N A5 - t>UIr 1\ 1 1\ 1 ERCOLAT,J,% R. -� _ ..-. MPI AVG. (H. �-IF-��R� _u _ -- DESIGN' FL OW = BE-_GV,S X L X `3C X �A L_� '1 1 \ \ 4. AB ^ BTi(ON TRENCH _ YE )UIRED = r �J -.. -36 TRENCH INSTALLATION: 1 1'. \ 6. WELL SETBACK DISTANCE 100 + 8 * ((2275-100(0/100; = 202 FT \ B. GENERAL NOTES 1. 2 EQUALIZER -36 TRENCH BOTTOMS SHALT BE _EvEL (+/— 0.? INCHES 1 1 1 } � 1 1 , 1 1` ?. THE SEPTIC TANK SHALL BE LOCATED AT LEAST FIVE FEET AWAY FROM THE RESIDE%CE 1� II 1 3. THE PIPE FROM THE RESIDENCE TO THE TANK MUST BE 1NSTAi-LED AS F, -SL L 1'_)'//S THE PIPE MUST BE INSTALLED STRAIGHT IN ALIGNMENT AND GRADE. IF A CHANCE IN ALIGNMENT OR GRADE IS NECESSARY. ,4 CLEANOUT WILL BE REOUiRED AT THE Ci-=''1GE. THE MINIMUM GRADE OF THE PIPE MUST BE 1/4" PER FOOT. THE PIPE MUST BE A MINIMUM OF ASTM 2729 PVC PIPE. IF THE LINE CROSSES A VEHICULAR ACCT THE PIPE SPECIFICATION SHALL BE CHANGED TO ASTM 3034 PVC OR BETTER. A MINIMUM OF 1 CLEANOUT SHALL BE INSTALLED AT THE LOCA TION WHERE THE PIPE LEAVES THE=ESIDEN(E. THE PIPE SHALL BE A MINIMUM OF 4" IN DIAMETER. PROV10F INSPECTION PORTS A', II -I(. VOUR FIELD CORNERS / .59000 '(I0 "W f',f. � 9 PORT DISTRIBUTION ! BOX I TELEPHONE \ \ ' TRA SFORMER AND Wj POLY LOK ADJUStERS / 4SER I MET RPANEL / I �. � I i I / I ,- 1 I I 10' 10' 10' 10' 10' 10' 10' - � I ' I A. CALCULA TIONS ERCOLAT,J,% R. -� _ ..-. MPI AVG. (H. �-IF-��R� _u _ -- DESIGN' FL OW = BE-_GV,S X L X `3C X �A L_� j 4. AB ^ BTi(ON TRENCH _ YE )UIRED = �J -.. -36 TRENCH INSTALLATION: `479 SF PER UNi T = 82 UNITS MIN, LL S TRENCHES rV'/ 11 UNITS PER TRENCH= 8B I +N1 r� 6. WELL SETBACK DISTANCE 100 + 8 * ((2275-100(0/100; = 202 FT B. GENERAL NOTES 1. 2 EQUALIZER -36 TRENCH BOTTOMS SHALT BE _EvEL (+/— 0.? INCHES ,_HITS MUST BE PLACED ON THE NATURAL GRAVEL (NOT IN' FILL) AND BACKFILL MUST PROVIDE POSITIVE DRAINAGE AWAY FROM THE TRENCHES. ?. THE SEPTIC TANK SHALL BE LOCATED AT LEAST FIVE FEET AWAY FROM THE RESIDE%CE 3. THE PIPE FROM THE RESIDENCE TO THE TANK MUST BE 1NSTAi-LED AS F, -SL L 1'_)'//S THE PIPE MUST BE INSTALLED STRAIGHT IN ALIGNMENT AND GRADE. IF A CHANCE IN ALIGNMENT OR GRADE IS NECESSARY. ,4 CLEANOUT WILL BE REOUiRED AT THE Ci-=''1GE. THE MINIMUM GRADE OF THE PIPE MUST BE 1/4" PER FOOT. THE PIPE MUST BE A MINIMUM OF ASTM 2729 PVC PIPE. IF THE LINE CROSSES A VEHICULAR ACCT THE PIPE SPECIFICATION SHALL BE CHANGED TO ASTM 3034 PVC OR BETTER. A MINIMUM OF 1 CLEANOUT SHALL BE INSTALLED AT THE LOCA TION WHERE THE PIPE LEAVES THE=ESIDEN(E. THE PIPE SHALL BE A MINIMUM OF 4" IN DIAMETER. 4. THE PIPE FROM THE SEPTIC TANK TO THE INFILTRATOR TRENCH TRENCH SYSTEM MUST BE INSTALLED A- FOLLOWS: THE MINIMUM SLOPE OF THE LINE MUST BE 114" PER FOOT. THE PIPE SHALL BE A MINIMUM OF ASTM 2729 PVC PIPE. IF THE UNE CROSSES A. 'VEHiCULL4R ACC_ SS, THE PIPE SPECFICATION SHALL BE CHANGED TO ASTM 30,34 PVC OR BET TER. THE PIPE SHALL BE A MINIMUM OF 4" IN DIAMETER. 5. USE RISERS TO BRING THE SEPTIC TANK ACCESS WITHIN 6" OF FINAL GRADE. 6. ALL MATERIALS, INSTALLATION PRACTICES AND SETBACK REOUiREMENTS SHALL COMPLY WITH PITKIN COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS. 7, INFILTRATOR COMPONENTS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 8. PLACE DISTRIBUTION BOX AND DISTRIBUTION PIPING ON 3/4" SCREENED ROCK. SEAL ALL PIPES ENTERING DISTRIBUTION BOX WITH WATERPROOF MATERIAL PROVIDE POL YLOK LEVELING ADjUS TIERS AT DISCHARGE PIPES 9. PROVIDE INSPECTION PORTS AT ALL 4 CORNERS a 502 LF t 4 IN 0 PVC PIPE I I , I i I I I ASTM 3034 PVC I , I I / FOUND /KE AT l ELECTRIC I ENVELOPE CORNER VAULT I / I I I� I ENVELOPE I/r J"hf,1,r I I / I I WATER INE / I I I AND V VE I / CLEANOUT WITHIN 88 EQ36 UNITS1 2 FT OF HOUSE. 8 TRENCHES WITH 11 UNITS EACH PLAN . �LPLAsr!r_ TEE INSTALLED TO / BE VISIBLE FROM MANHOLE z </ 6 !N MAX BACKFiLL OVER — \ �OPEN!NG COVER OF MANHOLE i Tq WATER LEVEL 1' N NHES SS THAN 9 pR MORE (THAN 14" 1500 GAL. CONCRETE II I I I I (SINGLE COMPARTMENT) SE-PTIC-TANK 1500 GAL. ,CONCRETE (SINGLE COMPARTMENT) STPTIC TANK Iz I I I�lI i I PROPOSED DRIVEWAY 4 IN------- 0 PVC PIPE 506 LF f -- -- -- - If-A_STU 3034-.._ __--------- ------ found so;k&— -- -- — — j - I _ - ! 5-8925 "OF' 260.37" -1 FOUND SPIKE AT I i i ENVELOPE -CORNER SLEV. -1008.2 SECTION NOTIFY ENGINEER S$ OF HIGH WATER TABLE BFPFLINE CONNEN rIONLLAr10 TANK TANK SINGLE COMPARTMENT SEPTIC TANK DETAIL �i0T TO SCAL E NATURAL BACKFILL —� EOUALiZE:R 36 UNIT 24" MIN. COVER j NATURAL GROUND 22 PLACE ON GRAVELS — APPROX. 3 FT BELOW GRADE EQ36 TRENCH SCALE 1/2" = i '-0" UPPER EXjENSiGV OF INLET AND EXIT TEES SHALL BE W!TH[N ! IN OF TOP OF TANK TYPICAL NOT LES` THAN 9 INCHES OR MORE THAN !4" 5GA�_Jff; 1 " - 200' Parcel 6 Bass THS`✓ DRAWING SHOWS ALL EXISTING WELLS WITHIN SETBACK .00' D; NCES (INCLUDING ON SURROUNDING PROPERTIES), CONTOUR INTERVALS, DROPOSED AND EXISTING BUILDINGS, PROPERTY LINES, DITCHES, SLOPES RATER THAN 15%, WATER LINES, SPRINKLER SYSTEMS, SPRINGS, SUCTION ":TUN) LINES, DRINKING WATER CISTERNS, DRAIN TILES, IRRIGATION DITCHES, -` )ONDS, WATER COURSES, STREAMS, FLOODPLAINS, FLOODWAYS, DRY OR EXISTING SEPTIC SYSTEMS, AND ALL SUCH FEATURES ON H ENING PROPERTIES WITHIN SETBACKS. N90000'00 "E 834.64' `)CALf, t11 - 20' NOTE- WATERLINE OTE:WATERLINE CROSSINGS REQUIRE THAT THE DRINKING WATER OR WASTEWATER PIPE BE ENCASED FOR AT LEAST TEN (10) FEET OF EACH SIDE CF THE CROSSING OR PLACE WHERE COMPONENTS ARE CLOSER THAN TEN (10') FEET. - PIPE OF SCHEDULE 40 RATING 0R BETTER MUST BE USED, OF SUFFICIENT DIAMETER TO EASILY SLIDE OVER AND COMPLETELY ENCASE THE LINE. RIGID END CAPS OF AT LEAST SCHEDULE 40 RATING MUST BE GLUED OR SECURED N A WATER—TIGHT FASHION TO THE ENDS OF THE ENCASEEMENT PIPE. THERE MUST BE .A HOLE OF SUFFICIENT SIZE TO ACCOMMODATE THE PIPE IN THE LOWERMOST SECTION OF THE RiGED 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, Parcel 5 99 677" Acres f/ - Parcel 4 Pasture \ 60' AcoBss & Utai* 6asemenl � Parcel .2 fs�f�►. �����cl�l:LC�l;1 DifiC 8 -7199 '5GALE tfi5 5t70WN � DR/ftN/N6 NOr�S and l��Tt�lLS j PLAN . �LPLAsr!r_ TEE INSTALLED TO / BE VISIBLE FROM MANHOLE z </ 6 !N MAX BACKFiLL OVER — \ �OPEN!NG COVER OF MANHOLE i Tq WATER LEVEL 1' N NHES SS THAN 9 pR MORE (THAN 14" 1500 GAL. CONCRETE II I I I I (SINGLE COMPARTMENT) SE-PTIC-TANK 1500 GAL. ,CONCRETE (SINGLE COMPARTMENT) STPTIC TANK Iz I I I�lI i I PROPOSED DRIVEWAY 4 IN------- 0 PVC PIPE 506 LF f -- -- -- - If-A_STU 3034-.._ __--------- ------ found so;k&— -- -- — — j - I _ - ! 5-8925 "OF' 260.37" -1 FOUND SPIKE AT I i i ENVELOPE -CORNER SLEV. -1008.2 SECTION NOTIFY ENGINEER S$ OF HIGH WATER TABLE BFPFLINE CONNEN rIONLLAr10 TANK TANK SINGLE COMPARTMENT SEPTIC TANK DETAIL �i0T TO SCAL E NATURAL BACKFILL —� EOUALiZE:R 36 UNIT 24" MIN. COVER j NATURAL GROUND 22 PLACE ON GRAVELS — APPROX. 3 FT BELOW GRADE EQ36 TRENCH SCALE 1/2" = i '-0" UPPER EXjENSiGV OF INLET AND EXIT TEES SHALL BE W!TH[N ! IN OF TOP OF TANK TYPICAL NOT LES` THAN 9 INCHES OR MORE THAN !4" 5GA�_Jff; 1 " - 200' Parcel 6 Bass THS`✓ DRAWING SHOWS ALL EXISTING WELLS WITHIN SETBACK .00' D; NCES (INCLUDING ON SURROUNDING PROPERTIES), CONTOUR INTERVALS, DROPOSED AND EXISTING BUILDINGS, PROPERTY LINES, DITCHES, SLOPES RATER THAN 15%, WATER LINES, SPRINKLER SYSTEMS, SPRINGS, SUCTION ":TUN) LINES, DRINKING WATER CISTERNS, DRAIN TILES, IRRIGATION DITCHES, -` )ONDS, WATER COURSES, STREAMS, FLOODPLAINS, FLOODWAYS, DRY OR EXISTING SEPTIC SYSTEMS, AND ALL SUCH FEATURES ON H ENING PROPERTIES WITHIN SETBACKS. N90000'00 "E 834.64' `)CALf, t11 - 20' NOTE- WATERLINE OTE:WATERLINE CROSSINGS REQUIRE THAT THE DRINKING WATER OR WASTEWATER PIPE BE ENCASED FOR AT LEAST TEN (10) FEET OF EACH SIDE CF THE CROSSING OR PLACE WHERE COMPONENTS ARE CLOSER THAN TEN (10') FEET. - PIPE OF SCHEDULE 40 RATING 0R BETTER MUST BE USED, OF SUFFICIENT DIAMETER TO EASILY SLIDE OVER AND COMPLETELY ENCASE THE LINE. RIGID END CAPS OF AT LEAST SCHEDULE 40 RATING MUST BE GLUED OR SECURED N A WATER—TIGHT FASHION TO THE ENDS OF THE ENCASEEMENT PIPE. THERE MUST BE .A HOLE OF SUFFICIENT SIZE TO ACCOMMODATE THE PIPE IN THE LOWERMOST SECTION OF THE RiGED 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, Parcel 5 99 677" Acres f/ - Parcel 4 Pasture \ 60' AcoBss & Utai* 6asemenl � Parcel .2 fs�f�►. �����cl�l:LC�l;1 DifiC 8 -7199 '5GALE tfi5 5t70WN � DR/ftN/N6 NOr�S and l��Tt�lLS