The URL can be used to link to this page

Home My WebLink Aboutpitkin.eh.264503301012 (2005)Pitk' ':ounty Environmental Health Departr nt Per....c for an Individual Sewage Disposal S, - cem 0405 Castle Creek Road, Suite 10, Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5077 Permit # 05045 Parcel ID # 2645-033-01-012 Type of permit New( ) Repair( ) Addition/Remodel to House( x ) Name of Owner Peter and Frieda Wallison Street Address 1880 Lazy O Road Property legal description Lot 1 Size of lot 3.7 acres Water source Lazy O Water system # of bedrooms in house Caretaker unit attached # of bedrooms in caretaker unit Designed for what # rooms (list) O Subdivision Total square footage of the house Greater than 6000 sq ft # of offices, lofts & similar sized rooms in house Total square footage of the caretaker unit # of offices, lofts & similar sized rooms in caretaker unit 2 new bedrooms (existing system sized for 6 bedrooms {4 + 1 bunkroom}) Permit information Designed by Schmuesser Gordon Meyer, Dan Cokley Mailing Address 118W 6th Street Glenwood Springs CO Perc rate 54 Profile hole depth 9 ft Depth to groundwater or bedrock Minimum Septic tank capacity 1137 gallons Minimum Absorption area Comments 3 ft to bedrock 986 sq ft w/ 30% reduction Septic permit approved per compliance with the engineer design and specifications dated August 5, 2005. 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. The field must be at least 10 feet from the property line. The ditch must be lined within 50 feet of the field. This system will consist of one 1250 gallon two compartment tank with an effluent filter on the outlet. A dosing siphon per engineer specification will be used to distributed effluent to the field. A demonstration of equal distribution by the dosing siphon should be demonstrated at the time of the inspection. The field will consist of a minimum of 2 feet of sand. The sand must conform to the intent of Section 6.28.670 A. of the Pitkin County ISDS regulations or conform to ISDS Policy 2005-001. An invoice to document the type of sand material must be submitted. 108 Quick 4 gravelless chamber units will be used on top of the sand mound in a bed configuration, 6 units by 18 units. This department does riot endorse any brand of products. This permit must be kept on-site during installation. The engineer must do a final inspection of the installation and submit an as -built letter to this department. This department must also be called for an inspection with a minimum of 48 hours advanced notice. *Revegetation over the area of the field is very important for the functioning of the system. Pitkin County has guidelines that must be followed to assure the plants that are introduced are appropriate for the conditions of the area. The use of native plants is strongly encou Permit approved by: t„ad*kc L Date: g I S I Dt) 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 b,oncluded with this per it before the final approval will be issued. Installer:—1('Q'Un lrl > O� � �Zwb 1 Lt -G Final approval: ` d- A Date: ( l A, 1. C I I :. o 14 r +r In nvi .,-. ii, CC).. 03 08508• f'iticin uo tnv. MealLr7 to iu, 'JC -U- .%j t 'f PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM 0405 Castle Creek Road, Suite 10, Aspen Colorado 81611 ,�► Phone (970) 920-5070 Fax (970) 920-5077 1 Name of OWNER P�T�Q. f:<0 --PA W4L.L-.L5,,s>J _ Owners Mailing Address $ L-4221 a 1Z a 6-12 City, State, Zip Zf r7 J MA uS , g (6S Y Business Phone: Home Phone: q2-7 ZY O I E-mail Address: Primary Contact Person (all communication regarding this permit will go through this person) Name D A ( P PQ� v -G E L -1 - Co n M Q eiL w ki 0 &3 Cq(N LIQ. Contact Mailing Address p. a, (3a 6 3 r City, State, Zip c -A -R dSrl 0A, LA �'L 3 Business Phone : C( -7<36 7 Cell Phone: � ' -7'7 Y ri 6 7 Fax: '17c) ` (- 3 % 3 E-mail Address: fi/M 134(1411 q P l�, ltfLa Parcel ID 0 (available from assessor's office // at 920-5160 or at www.pitkinassessor,orq) b - Street address of property i g g 6 A O MD Legal Description: Lot 1-2- ,Block Fling ,Subdivision %no�rZ`r p Size of lot: �� acres. Type of proposed stricture: AA 9 (ICS 6 i, Total square Leet of hoose ft of bedrooms (potential) in house Caretaker Unit Attached ( ) Detached ( ) Total area(ssq. ft.) of Permit is for. New Horne ( ) Repair due to failure ( ) Remodel/Addition (►/t Emergency use( ) Water: Private well ( ) Spring ( ) Stream ( ) Community/Public Water System( W11 If community system: Name of system L,a-Z'f O The fee for a ISDS application is $600 for a permit that takes 6 hours or less for the department to approve. If approval takes longer than 6 hours, a rate of $100 per hour will be charged. The maximum fee is $1000. The basic fee of $600 is due at the time of application. The remainder, if any, will be due in two stages: first at the time of issuance of the ISDS pemrit: second, before final approval of rhe [SDS 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 fines, ditches, slopes, waterlines, springs, suction or irrigation rines, drinking water cisterns, drain tiles, irrigation ditches, lakes, water courses, streams, fleoodplains, dry gulches, and existing septic systems. I hereby certify that any such features rot 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 Pipkin County codes. No construction may be undertaken until all approvals and permits have been obtained. r The Pitkin County Environmental Health Department, Pitkin County and employees of these agencies will be held harmless should the individual sewage disposal system fail or mal ction. The permit to construct is issued on information submitted by the applicant or his/her representativ . T ner ass es full responsibility in case of failure of the system. Signature of applicarnt Date Received by & -Pz_ Receipt # 17 Date 3 OS G:VsdsVsds appliclisdsapp Rev050103.doc v.. �I PITKIN ENVIRONMENTAL HEALTH DEPARTMENT ISDS DESIGN CALCULATIONS Owner's Name x' _ Parcel ID # . House Size (sq. ft.) 's; ° (75 gpd, 100 gpd, or 130 gpd) Number of Bedrooms in Main House Number of Offices, Libraries, Studies, Similar -sized Rooms in Main House Number of Bedrooms in Detached Caretaker unit Number of Offices, Studies, Similar -sized Rooms in Caretaker Unit (If the caretaker unit is ATTACHED, treat as if part of main house.) Average Daily Waste Flow 520 State Review Required? no Perc Rate # (T) Design Flow (Q) = # potential bedrooms X 2 people/bedroom X gpd X 1.75 Q= 910 Minimum tank capacity 1137.5 gallons Absorption Area (=Q/5 X SQRT perc rate) MMI, A= 1409.7659 sq. ft. of absorption area required 91 gravelless chamber units without reduction # of Perc Holes Required: 3 1 in every soil type? Spaced uniformly over proposed area? uQ ICK 4 9_8 A = 704.88297 sq.ft. with 50% reductionTRENCHES 72 gravelless chamber units with reduction STANDARD A= 704.88297 sq.ft. with 50% reductionTRENCHES 45 gravelless chamber units with reduction EQ 36 44 EQ36 units in TRENCHES SETBACK FROM WELL # of feet = 100 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 50 SETBACK FROM DRY GULCH # of feet = 25 130 QUICK 4 9.2 sq ft 30% reduction BED 107 chamber units with re 986.83616 sq ft 30% reduction BED 64 chamber units with reduc. 79 EQ36 units in a BED P. 1 CONICATION RESULT REPORT ( NOV. 10. 2r -:,v 4:49PM ) * * * FAX HEADER: ENVIRO HEALTH NAT RESOURCE TRANSMITTED/STORED : NOV.10.2006 4:47PM FILE MODE OPTION ADDRESS RESULT PAGE --------------------------------------------------- - -- ------------------- 784 MEMORY TX 9639003 OK 2/2 SGM OK 2/2 ---------------------------------------------------------------------------------------------------- REASON FOR ERROR E— 1) H A N G Up OR LINE FAIL E-2 ) BUSY E-3) NO ANSWER E-4) NO FACSIMILE CONNECTION ..c' Nw.h 4D 40 l'1hI��II� !' PITKIN COUNTY ENVIRONMENTAL HEALTH 81: NATURAL RESOURCES DATE: 11/10/2006 Send to. David Powell From: Alicia Gomez Fax Number: 963-9003 Phone Number: 9ZO-5087 CC: SGM Number of Pages, Including Cover: Z CC Fax Number: Cl URGENT Cl REPLY ASAP Cl PLEASE COMMENT O PLEASF REVIEW IM FOR YOUR INFORMATION COMMENTS: A septic permit (# 05045) has been issued for parcel 2645-033-01- 012, 1880 Lazy O Road, owner Wallison. Please feel free to call 920- 5070 if you have any questions. NOTE: Effective April 8, 2006 a licensed installer must install the ISDS system and EH/NR must be notified prior to installation who that person/company is to check for installer's compliance with our new regulations. fax cover Pitkin County Environmental Health and Naturai Resources 0405 Castle Creek Road Suite #10, Aspen, CO 81611 Phone (970) 920.5070 1 Fax (970) 920.5077 Web site www_aspenpitkin.com/ehnr M SCHMUESER I GORDON 1 MEYER ENGINEERS S. SURVEYORS Carla Osberg Pitkin County Environmental Health 0405 Castle Creek Road Suite 10 Aspen CO 81611 October 31, 2006 RE: ISDS I.ot 12, Lazy O Ranch Dear Carla; E40 GLENWOOD SPRINGS ASPEN I 1 B w. 6TH, SurrE 200 P.O. BOX 2 1 SS GLENWOOD SPRINGS, CO B 160 1 ASPEN, CO 8 1 6 1 2 970-945-1004 970-925-6727 Fx: 970-945-5948 Fx: 970-925-4157 The purpose of this letter is to provide documentation that the above referenced ISDS was installed per plans dated 8-5-05 and permit #05045 issued by Environmental Health. The construction of the system was observed prior to backfill and was acceptable. The dosing siphon operation was also observed and appeared to have adequate pressure and distribution throughout the entire leachfield area. The installation of the ditch liner is complete. In the attached as -built of the constructed system you will note that the location of the septic tank and dosing siphon was adjusted slightly to minimize disturbance to the surrounding landscape. Otherwise the system was installed as originally designed and approved. Please do not hesitate to contact me should you have any questions. Sincerely, :UESER GO N MEYER, INC. l Dan Cokley, P.E. CC: Wallison Paul Gruner, Valley Excavating p�T�`aly npj, r � 12406 R iXy� TURA) ' NMENT, R'FS0URCfs I:\2004\2004-307\10-17-06 ISDS ltr.doc im OWESTERN SLOPE AGGREGOES INVOICE ACTID ORDER DATE TICKET VEHID MTL gETWT CHCS TAX DLV TOTAL VALLE2 12& COLOR 8/24/06 148450 HB2 34SR 15.15 106.05 4.14 0.00 110.19 1 LOADS FOR 12& COLORAD 15.15 106.05 4.14 0.00 110.19 VALLE2 12TH STREF 8/23/06 148257 HB2 34RB 14.18 101.39 3.95 0.00 105.34 I LOADS FOR 12TH STREET 14.18 101.39 3.95 0.00 105.34 VALLE2 ASPEN VILI 9/14/06 147093 VALI 34SR 14.95 104.65 4.08 OM 108.73 1 LOAM FOR ASN VILLA_ 14.45 14rigis 4. 0.00 10&73 VALLE2 _ GLEN ELEC 8/24/06 148477 HB2 34SR 14.75 103.25 4.03 0.00 107.28 I LOADS FOR GLEN ELECTR 14.75 103.25 4.03 0.00 107.28 VALLE2 WALLASON 8/28/06 148802 HB2 WS 15.91 270.47 10.55 0.00 281.02 VALLE2 WALLASON 8/28/06 148789 VALI WS 15.06 256.02 9.98 0.00 266.00 VALLE2 WALLASON 8/28/06 148808 VAL1 WS 14.52 246.84 9.63 0.00 256.47 VALLE2 WALLASON 8/29/06 149057 HB2 WS 14.76 250.92 9.79 0.00 260.71 VALLE2 WALLASOI` 8/29/06 149030 HB2 WS 14.33 243.61 9.50 0.00 253.11 VALLE2 WALLASON 8/28/06 148819 H132 WS 15.37 261.29 10.19 0.00 271.48 VALLE2 WALLASON 8/25/06 148610 HB2 WS 14.69 249.73 9.74 0.00 259.47 VALLE2 WALLASON 8/29/06 149001 1-1132 WS 14.56 247.52 9.65 0.00 257.17 VALLE2 WALLASOIN 8/28/06 148835 H132 WS 15.12 257.04 10.02 0.00 267.06 VALLE2 WALLASON 8/29/06 148961 H132 WS 14.44 245.48 9.57 0.00 255.05 VALLE2 WALLASON 8/25/06 148588 VALI WS 14.18 241.06 9.40 0.00 250.46 VALLE2 WALLASON 8/28/06 148847 VAL1 WS 14.06 239.02 9.32 0.00 248.34 VALLE2 WALLASON 8/28/06 148852 HB2 WS 15.51 263.67 10.28 0.00 273.95 VALLE2 WALLASON 8/29/06 148938 HB2 WS 15.53 264.01 10.30 0.00 274.31 VALLE2 WALLASON 8/29/06 148915 1-1132 WS 15.74 267.58 10.44 0.00 278.02 VALLE2 WALLASOS 8/28/06 148824 VALI WS 14.68 249.56 9.73 0.00 259.29 *0"16 LOADS FOR WALLASON 238.46 4,053.82 158.09 0.00 4,211.91 %/ I qyq Z 20 LOADS FOR VALLE2 297.49 4,469.16 174.29 0.00 4,643.45 Grand Total: 297.49 4,469.16 174.29 0.00 4,643.45 �--- Ar w 195 oe -All 41- J4 40" 6 A6 00 T"� fl L l10lox 1844 E se t Glenwood Springs, CO 81602 SEBY�C1 W.W Ph 970-618-5033 [ Fax 303-216-2796 July 18, 2005 Project No. 1074 Frieda Wallison 1880 Lazy -O -Road Snowmass, Colorado 81654 Percolation Test, Existing Residence 1880 Lazy -O -Road Pitkin County, Colorado Frieda, RECEIVED JI -11 � 5 2005 PITKIN COUNTY ENVIRONMENTAL HEALTH (.nc 14(2 v � o9 As requested, ALL SERVICE septic, LLC, performed a second percolation test for 1880 Lazy -0 - Road, Pitkin County, Colorado. EXISTING CONDITIONS AND STRUCTURES The subject property is located in a rural area where Onsite Wastewater Systems (OWS) are necessary. There is an existing residence that is served by an OWS located to the north of the residence. The percolation holes were placed north of the residence, as requested by Schmueser Gordon Meyer, Inc. The slope at the area of the percolation holes is 4-5% to the north, and vegetation consists of a thick: cover of grasses. There is a water ditch running north of the percolation area. SUBSURFACE The subsurface was investigated by digging one profile hole and 3 percolation holes, at the locations indicated on Figure 1. The materials in the profile hole consisted of a 6 -inch root zone, underlain by sandy clay, with Mancos Shale Bedrock Fragments to 3.5 feet, underlain by Mancos Shale Bedrock to the maximum depth explored of 9 feet. Ground water was not encountered. Percolation rates ranged from 80 minutes per inch (MPI) to 40 MPI, with an average rate of 54 MPI. LIMITS: Results are based on field investigations and data provided by the client. If soil conditions encountered are different from conditions described, ALL SERVICE septic, LLC should be notified Please call with questions. ALL SERVICE septic, LLC Reviewed By: o�Oq►1,00 rn Timothy R. Petz ?Richard H. P. 38662 3 copies Fax copy to 970-925-5948, Attn: Dan Cokiey �FJ,s/0* $ X «..• NAL E� SITE PLAN AND LOCATION OF PERCOLATION HOLES PROPERTY LINE— / BLUE PROPERTY STAKE / - Q�--------------------- . O O O ,PROFILE PIT O P-1 cl) P-3 P-2 O EXISTING WALLISON LOT 12 RESIDENCE i APPROXIMATE SCALE 1"=50' NORTH 1880 LAZY -O -ROAD ALL PRO NO. 1074 PITKIN COUNTY, COLORADO SERVICE SEPTIC, LLC 970-618-5033 FIGURE 1 PIITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT Percolation Test and Soils Data Form - TABLE 1 - PROJECT 1074 1880 Lazy -O -Road - Pitkin County, Colorado PROFILE PIT Date of Test: 7-11-05 0 - 6" Topsoil, Root Zone 6" - 3.5' Clay, Sandy, Very Stiff, Moist, Grey/Brown (Bedrock Fragments) 3.5' - 9' Weathered Mancos Shale Bedrock, Medium Hard, Moist, Grey No Groundwater Encountered Hole Hole Interval Measurement at Measurement at Change (in.) Percolation Rate No. Depth (in.) (min.) Start of Interval End of Interval (min./in.) MPI 20 (in.) (in.) 0.75 20 6.25 6.50 0.25 1 33 20 3.50 4.75 1.25 20 4.75 6.00 1.25 20 6.00 7.00 1.00 20 7.00 7.50 0.50 20 7.50 8.00 0.50 20 8.00 8.50 0.50 40 2 31 20 2.50 4.25 1.75 20 4.25 5.50 1.25 20 5.50 6.25 0.75 20 6.25 6.50 0.25 20 6.50 7.00 0.50 20 7.00 7.25 0.25 80 3 35 20 3.50 4.25 0.75 20 4.25 5.00 0.75 20 5.00 5.50 0.50 20 5.50 6.25 0.75 20 6.25 6.75 0.50 20 6.75 7.25 0.50 40 AVERAGE = 54 MPI 1. 2 3. 4. 5. 6. 7. 8. t. 2 3. 4. 5. 6. 7. 8. 9. THIS DRAWING SHOWS ALL EXISTING WELLS WI M SETBACK DISTANCES (WCLUDWG ON SURROUNDING PROMRM CONTOUR W TERVALS, ALL PROPOSED AND BMW BUHDRM.S PROPERTYLNE$ DI7LHE.% SLOPES OF GREAMIR THAN 1= 1WITER UIE'S, SPRINKLER SYSTEMS, 5F'RINGS SUCTION (IRRIGATION) LINES DRINKING WATER CISTERNS, DRAIN TILES IRRIGATION DITCHES, LAKES, POND$ WATER COURSES STREAMS FLOODPLANS, FLOODWAYS, DRY GULCHES, OR EXISTING SEPTIC SMEMS, AND ALL SUCH FEATURES ON NEIGHBORING PROPERTIES WITHIN SETBACKS JGV IIVI� O Ir�tL lnnl lar m scvc am wr vartrF A. CALCULATIONS Quick4 BED ...�� PERCOLATION RATE = 133 NPI AVC. (ALL SERVICE' SEPTIC PRO.ECT NO. 1074) / DESIGN FLOW = 2 EEOROUts X 2 X TM x1.75 = 910 GALLONS PER DAY (> 6.000 SF RESIDENCE) REQUIRED SEPTIC TANK CAPACITY r 910 X 1.25 = 1138 GALLOWS USE ONE - 1,250 GALLON, TWO COMPARTMENT CONCRETE SEPTIC TANK ABSORPTION BED AREA REQUIRED =\ LIAR - 0.2 (gal/si/day) A=Q/LTAR=910/0.2-4550 SF Oukk4 BED INSTALLATION: 4550 SO. FT. / 9.2 SQ.FT. PER UNIT = 495 EQUIV. UNITS MIN = 5605 EQUIV AREA WSTALL 3 BEDS (7 UNITS WOE x 23 UNITS + 2 ENDCAPS LONG) => 3 x 7(2.83) x [23(4) + 2(t.33)j = 5633 SF f000� NEU SETBACK DISTANCE - 100 FEET DITCH, STREAM AND POND SETBACK DISTANCE = 50 FEET WATERLINE SETBACK DISTANCE 10 FEET TO TANK, 25 FEET TO FIELD 0�S I L cil A9r'cU�tUr 1146 �i Ttff Ov(dc4 BEDS SHALL BE LEVEL(+/ a I FEET). — — — ON NATURAL GROIIJD LNOT M FlLL) AND BAC( FILL MUST PROVIDE Posln DRAINAGE AWAY FROM THE BED SYS717A. I �\ THE SEPTIC TANK SHALL BE LOCATED AT LEAST FIVE FEET AWAY FROM THE RESIDENCE k 4' DEEP MAX TO TOP OF TANK. \ THE PIPE FROM THE RESIDENCE TO THE TANK MUST BE INSTALLED AS FOLLOWS: THE PIPE MUST BE INSTALLED STRAIGHT IN ALIGNMENT AND GRADE. IF A CHANCE IN ALIGNMENT OR GRADE IS NECESSARY, A CLEANOUT 4WLL BE REQuIRm AT THE CHANCE Q �"' \ \ �\ \ \ 1T J - THE MINIMUM GRADE OF THE PIPE MUST BE 1/4' PER FOOL % : THE PIPE MUST BE A MINIMUM OF ASTM 3034 PVC PIPE \�� \\ ,� ` \\ \ A MINIMUM OF 1 CLEANOUT SHALL BE INSTALLED AT THE LOCATION NIERS THE PIPE LEAVES THE RESMCE �% % °)fp \' ^ \�\ \\ % • �,� \ / / THE PIPE SHALL BE A MINIMUM OF 4" IN DIAMETER. THE PIPE FROM THE SEPTI: TANK TO THE Oukk4 BED SYSTEM MUST BE INSTALLED AS FC10W5: \•1 / THE FIRST IO' MUST BE SCFED.40 PVC. 0 THE MINIMUM SLOPE OF THE LINE MUST BE 1/4" PER F007. THE PIPE SHALL BE A MINIMUM OF ASTM 30.34 PVC PIPETHE PIPE SHALL BE A MINIMUM OF 4" IN DIAMETER. USE RISERS TO BRING THE SEPTIC TANK ACCESS WITHIN 6" OF FINAL GRADE ALL MAMMALS, INSTALLATION PRACTICES AND SETBACK REQUIREMENTS SHALL COMPLY WITH PITKIN COUNTY WDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS. Quick* COMPONENTS TO BE INSTALLED IN ACCORDANCE NTH MANUFACTURERS RECOMMENDATIONS PROVIDE INSPECTION PORTS AT THE CORNERS OF EACH 8E0. I i \\ PROVIDE REMOVABLE 4" ORENCO EFFLUENT FILTER IN SEPTIC TANK & EXTEND HANDLE TO VV/IN t" OF RISER LID. 1 I rsLOCA OV4V4Ws \vvi I i \ /E7�Snl G LEACH1iIELD ` \ / AE7YT�- o 1 I ATE I CAV 2O'OfYpyp A t Ar 1 \ ("'7. 'YIN' f� V 11 t7ESEp'AC �•\ � t \\\ \ \ � / \ � � .111, \., _.__.. l loo► - PAO R I WDIIJe i ams mocuo • Wryl L \ ♦ NEW LEACH ole TING TIC SEPTIC' � � I IL J \\ LOT MjTTcuiturd Lands i 1/ `T_ 11111 11 1 I 1 I \ 1111 1% ---- — `\ 1 1 1 \ 1 A. FLED / �' / � \\\\\\\\\\\ \ � /•� -_—' _• = /,�� Agricultural Land 0C. SEPTIC TANK DETAIL N07 TO -ALE 2„ =481, FFEr_TIVE IFNGT ) NOL WATERLINE CROSSINGS REQUIRE THAT THE DRINKING WATER OR WASTEWATER PIPE BE ENCASED FOR AT LEAST TEN (10) FEET OF EACH SIDE OF THE CROSSING OR PLACE WHERE COMPONENTS ARE CLOSER THAN TEN (10') FEET. PIPE OF SCHEDULE 40 RATING OR BETTER MUST BE USED, OF SIffHXNT DIAMETER TO EASILY SLIDE OVER AND COMPLETELY ENCASE THE LINE RIGID END CAPS OF AT LEAST SCHEDULE 40 RATING MUST BE GLUED OR SECURED IN A WATERTIGHT FASHION TO THE ENDS OF THE ENCASEMENT PIPE THF$ MUST BE A HOLE OF SUFFICIENT SIZE TO ACCOMMODATE THE PIPE IN THE LOWERMOST SECTION OF THE RIGID CAP SO THAT THE CONVEYANCE PPE RESTS ON THE BOTTOM OF THE ENCASEMENT PIPE. THE AREA IN WHICH THE PIPE PASSES THROUGH THE EMDCAPS MUST BE SEALED WITH AN APPROVED UNDERGROUND SEALANT COMPATIBLE WITH THE PIPING USED. COPYRIGI-IT =DA v +. � -a .�• .. A,. �-0 oo D `� . a N ° m ° 0 �A . y o s n = .,�. „ . , gUILI)lt NJf 0- f - 4" SC�H.MANIFOLD (LEVELS / "� COORDINATE RELOCATION 1131fl. OF IRRIGATION. -SYSTEM WITH HOMEOWNER & RANCH MANAGER. IS6S AREA SHOULD f NOT BE PART OF FUTURE IRRI GA TED AREA. 4" SCH. 40 PVC 0 MIN. 29 GRADE, PROVIDE MIN. 5' COVER � [3 OF FIED I FLOV2INE TY CA?-- _ 10' M1tI. 18' FL OF -30= -EMP ELEV. = 7296.18' _ \ -L OF CM = 72 LEV. 9 ,. 1 1\7 Q - UICK4 IN �' TO,R UNIT W/2"0 PVC_ DIS TION PIPING _-_- " PERF. -@.4' C=C A 1 -0-,.,R 2 o'clock (AL TERN PROVIDE WEEP HOLE --AT EA END OF RUN. ,1 DOSING SIPHON MANHOLE (4'0) RIM = 7331.0, INVERT = 7324.3 INSTALL FLUID DYNAMICS MODEL 417 HIGH WATER LEVEL == 7328.0 LOW WATER LEVEL = 7326.6 DOSING VOLUME = 130 GALLONS VERIFY ALL ELEVATIONS AT TIME OF CONSTRUCTION. 3 )-0 10- T, RESIDENCE EXISTING SITE PLAN F[ OF 1 CMP ELEV.= 730,3W-' "\F 18 " CMP ELE . -- 7304��185' \ EXI TING LEAC FIELD AREA ti 3 40--PVC-0 40--PVC-0 PROVIDE EXISTING EL f. RAV tVEWAY SEWER CLEANOUT !y �00t. 1 00000 LOCATE SEWER CLEANOUT AT ALL HORIZONTAL AND/OR VERT/CAL CHANGES IN DIRECTION 45 PVC 4 " PVC WYE OR ELBOW FLOW 2" PVC PERFORATED PIPE CLASS 160, a " PERF. AT 48" C -C. SLOPE 0 1/8" PER FOOT TO END OF PIPE. \ 2 1 12"1 . PLUG CLEAN-OUT DETAIL- FINISHED GRADE PROVIDE POSITIVE DRAINAGE OFF MOUND INFIL TRA TOR Q4 UNIT (6 WIDE INSTALL PER MFG REC. TOPSOIL FILL O J -= y8' �. p•.•--24 " SAND AS SPEC. 45 PVC ELBOW FL OW GENERAL NOTES: 1. ALL MATERIALS, INSTALLATION PRACTICES, SETBACK REQUIREMENTS, ETC., SHALL COMPLY WITH THE PITKIN COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS. 2. THE MOUND SHALL BE CONSTRUCTED SO THAT THE BOTTOM IS LEVEL +/-0.1'. PLACE BED IN NATURAL GROUND; NO PORTION OF THE BED SHALL BE PLACED IN FILL. 3. PROVIDE ADEQUATE SURFACE & SUBSURFACE WATER DIVERSION TO ASSURE THAT RUN-OFF DOES NOT ENTER THE BED IF SUBSURFACE WATER IS ENCOUNTERED, NOTIFY ENGINEER. 4. PIPING IN SYSTEM SHALL BE STANDARD 2" PVC CLASS 160 PRESSURE PIPE, A SINGLE ROW OF 1/8"0 HOLES, SPACED AT 48" SHOULD BE DRILLED IN PIPE. (LOCATE HOLES TO SPRAY TO CROWN OF UNIT) PROVIDE CAP AT END OF EACH LINE AND WEEP HOLES FACING DOWNWARD. 5. SAND SHALL BE 0.04 TO 0.28 MM EFFECTIVE SIZE WITH A UNIFORMITY COEFFICIENT OF 4 OR LESS. PROVIDE SIEVE ANALYSIS TO ENGINEER FOR REVIEW. 6. THE RECOMMENDED BED SEEDING IS SALT RESISTANT FESCUE AT 4 TO 6 LBS. PER 1000 SQ.FT. ALL OTHER AREAS DISTURBED BY CONSTRUCTION SHALL BE RESEEDED WITH NATIVE GRASSES TO PREVENT EROSION. 7. THE LOCATION OF THE BED MAY BE ADJUSTED IN THE FIELD TO BETTER FIT THE SITE, PROVIDED ALL SETBACKS ARE MET. CONTRACTOR SHALL VERIFY LAYOUT ACCOMMODATES SITE SLOPE. 8. 4" PVC TEES SHOULD NOT BE GLUED TO ENABLE OBSERVATIONS OF WATER LEVEL IN SYSTEM AND TO REMOVE EXCESS SALTS ACCUMULATION OR SURPLUS WATER, IF NECESSARY. PROVIDE INSPECTION PORTS AT EACH CORNER OF BED. 9. USE RISERS AS NEEDED TO BRING SEPTIC TANK ACCESS HATCH WITHIN 6" OF FINISHED GRADE. INSTALL ORENCO 4" EFFLUENT FILTER & EXTEND HANDLE TO WITHIN 1" OF RISER LID. 10. SDR 35 PVC PIPE OR PIPE OF EQUAL STRENGTH OR OTHER PIPE PROPERLY SUPPORTED TO PREVENT FAILURE BY SETTLING SHALL EXTEND FROM ALL TANKS FOR A DISTANCE OF AT LEAST FIVE FEET (5) FROM THE INLET AND OUTLET ENDS. 11. THE CONTRACTOR AND OWNER SHALL TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THAT (a) SEPTIC TANK AND SEWER LINES ARE COMPLETELY WATER TIGHT, AND (b) THE SYSTEM /S TO BE INSTALLED TO PREVENT FREEZING OF ALL PRESSURE AND GRAVITY SEWER LINES. 12. THE P17KIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT AND THE ENGINEER SHALL BE NOTIFIED WHEN CONSTRUCTION COMMENCES AND KEPT ABREAST OF THE CONSTRUCTION PROGRESS SO THAT SUFFICIENT INSPECTION CAN BE PERFORMED TO ASSURE CONFORMANCE WITH THESE PLANS. PROVIDE:" A MINIMUM OF 48 HOURS NOTICE TO EACH. 13. THE SURFACE OF EACH BED SHALL BE PROPERLY MOUNDED PER THE DRAWINGS TO ENSURE THAT PRECIPITATION OR SNOWMELT WILL RUN OFF THE BED. 14. SURFACE GRADING SHALL ROUTE RUNOFF AROUND AND AWAY FROM THE BEDS. 15. CONTRACTOR RESPONSIBLE FOR THE REVEGETATION OF ALL DISTURBED AREAS DESIGN CALCULATIONS.• 1. 2 BEDROOM ADDITION TO EXISTING HOME (>6000 SF), USE 2 PERSONS/BEDROOM AND 130 GPCD. 2. DETERMINE FLOW.- Q = (2)(2)(130) = 520 GPD DESIGN Q = 1.75 * 520 = 910 GPD J SEPTIC TANK. V = 910 GPD * 1.25 = 1138 GALLONS; INSTALL 12500 GALLON TANK 4. ALLOWABLE LOADING RATES.• PERC TEST RESULTS. 60 MINUTES/INCH (AVERAGE,) 5. DETERMINE BED SIZE - FOR ABSORPTION.- Areo = 0/5 * SORT(60) = 1410 SF 309 REDUCTION.- 1410 SF * .7 = 987 SF USE QUICK4 UNITS.- 987 SF / 9.2 SF/UNIT = 108 UNITS INSTALL IN 6 UNIT x 18 UNIT BED (18'x72) 6. SHALE BEDROCK AT 3 FEET, USE 24" OF SAND TD PROVIDE 48" OF SUITABLE SOIL IN MOUND CONFIGURATION. TOP EDGE OF BED (MIN.) ±7811 IP�OF SAND/INFILTRATORS ±7810 ASSORPT/ EI�EL ±7809 12 \ BOTTOM OF SAND ±780 N IST. GRADE VARIES APPROX. LEVEL OF SHALE TOPSOIL BELOW PROPOSED BEDROCK (±3' DEPTH) SHALL BE REMOVED PRIOR TO SYSTEM CONSTRUCTION MOUND SECTION NOT TO SCA L E i Vii. ,,`c0!N S C H M U ES E R GORDON M EYE R NUM- BER REVISION DATE BY J ob. 2004-307.001 z 1 1 8 W. 6TH STREET, SUITE 200 by• DJC y GLENWOOD SPRINGS, COLORADO 8 1 601 INDIVIDUAL SEWAGE WALLISON RESIDENCE1 1 (970) 945-1004 FAX (970) 945-5948 08 05 05 " ASPEN, COLORADO (970) 925-6727 DIPSOSAL SYSTEM SCHMUESER I GORDON � MEYER CRESTED BUTTE, CO (970) 349-5355 MH FRAME AND COVER HS20 LOADING RATED OR EQUAL NON -SHRINK RING & COVER -SET TO GROUT \ PARALLEL FINISHED SURFACE \\\ LEV. 7331.0 ADJUST TO REQUIRED GRADE WITH A MAXIMUM OF SIX -2" THICK REINFORCED xQ CONC. GRADE RINGS SET IN NON - 00 SHRINK GROUT d - ECCENTRIC CONE " V-9" PRECAST ECCENTRIC CONE 2' HIGH WITH WALL ^ MAX THICKNESS OF 6" ; iv AT TOP TO 5' AT "' I INSTALL 1" DIAMETER DOUBLE RAM-NEK BOTTOM 16TMP. 9 °° (OR EQUAL) JOINT GASKET AND GROUT 6„ JOINTS INSIDE AND OUTSIDE, GROUT LIFT HOLES ON INTERIOR, INSTALL 1 1/2" DIAMETER RAM-NEK ON MANHOLES MANHOLES LARGER THAN 48" w 4 " PVC FROM SEPTIC TANK 4'-0" DIA a °7 ELEV. 7328.0 ° PRECAST REINFORCED CONCRETE 0I 5" MIN MANHOLE BARREL PER ASTM -C478 WITH STEPS w d FLUID DYNAMICS //417 AUTO SIPHON ALL MANHOLE STEPS PLASTIC COATED MA INDUSTRIES INSIDE LIP TO BE HIGHER OR EQUAL THAN OUTSIDE LIP LEV. 7326.68" PVC PIPE TO d ��-� DISTRIBUTION MANHOLE ELEV 7325.0 o PIPE PENETRATION GASKET °d PLACED IN CORE TO ACCEPT N PIPE: KOR-N-SEAL, A-LOK, OR EQUAL d EL324.3 ° PRE -CAST MANHOLE BASE AND y IN FIRST BARREL SECTION CAST MONOLITHIC ASTM -C478 MIN 12" COMPACTED 3/4 SCREENED ROCK GENERAL NOTE 1. ALL CONCRETE WORK SHALL COMPLY WITH LATEST ACI -318 SPECIFICATIONS DOSING SIPHON MANHOLE LOCATE SEWER CLEANOUT AT ALL HORIZONTAL AND/OR VERT/CAL CHANGES IN DIRECTION 45 PVC 4 " PVC WYE OR ELBOW FLOW 2" PVC PERFORATED PIPE CLASS 160, a " PERF. AT 48" C -C. SLOPE 0 1/8" PER FOOT TO END OF PIPE. \ 2 1 12"1 . PLUG CLEAN-OUT DETAIL- FINISHED GRADE PROVIDE POSITIVE DRAINAGE OFF MOUND INFIL TRA TOR Q4 UNIT (6 WIDE INSTALL PER MFG REC. TOPSOIL FILL O J -= y8' �. p•.•--24 " SAND AS SPEC. 45 PVC ELBOW FL OW GENERAL NOTES: 1. ALL MATERIALS, INSTALLATION PRACTICES, SETBACK REQUIREMENTS, ETC., SHALL COMPLY WITH THE PITKIN COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS. 2. THE MOUND SHALL BE CONSTRUCTED SO THAT THE BOTTOM IS LEVEL +/-0.1'. PLACE BED IN NATURAL GROUND; NO PORTION OF THE BED SHALL BE PLACED IN FILL. 3. PROVIDE ADEQUATE SURFACE & SUBSURFACE WATER DIVERSION TO ASSURE THAT RUN-OFF DOES NOT ENTER THE BED IF SUBSURFACE WATER IS ENCOUNTERED, NOTIFY ENGINEER. 4. PIPING IN SYSTEM SHALL BE STANDARD 2" PVC CLASS 160 PRESSURE PIPE, A SINGLE ROW OF 1/8"0 HOLES, SPACED AT 48" SHOULD BE DRILLED IN PIPE. (LOCATE HOLES TO SPRAY TO CROWN OF UNIT) PROVIDE CAP AT END OF EACH LINE AND WEEP HOLES FACING DOWNWARD. 5. SAND SHALL BE 0.04 TO 0.28 MM EFFECTIVE SIZE WITH A UNIFORMITY COEFFICIENT OF 4 OR LESS. PROVIDE SIEVE ANALYSIS TO ENGINEER FOR REVIEW. 6. THE RECOMMENDED BED SEEDING IS SALT RESISTANT FESCUE AT 4 TO 6 LBS. PER 1000 SQ.FT. ALL OTHER AREAS DISTURBED BY CONSTRUCTION SHALL BE RESEEDED WITH NATIVE GRASSES TO PREVENT EROSION. 7. THE LOCATION OF THE BED MAY BE ADJUSTED IN THE FIELD TO BETTER FIT THE SITE, PROVIDED ALL SETBACKS ARE MET. CONTRACTOR SHALL VERIFY LAYOUT ACCOMMODATES SITE SLOPE. 8. 4" PVC TEES SHOULD NOT BE GLUED TO ENABLE OBSERVATIONS OF WATER LEVEL IN SYSTEM AND TO REMOVE EXCESS SALTS ACCUMULATION OR SURPLUS WATER, IF NECESSARY. PROVIDE INSPECTION PORTS AT EACH CORNER OF BED. 9. USE RISERS AS NEEDED TO BRING SEPTIC TANK ACCESS HATCH WITHIN 6" OF FINISHED GRADE. INSTALL ORENCO 4" EFFLUENT FILTER & EXTEND HANDLE TO WITHIN 1" OF RISER LID. 10. SDR 35 PVC PIPE OR PIPE OF EQUAL STRENGTH OR OTHER PIPE PROPERLY SUPPORTED TO PREVENT FAILURE BY SETTLING SHALL EXTEND FROM ALL TANKS FOR A DISTANCE OF AT LEAST FIVE FEET (5) FROM THE INLET AND OUTLET ENDS. 11. THE CONTRACTOR AND OWNER SHALL TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THAT (a) SEPTIC TANK AND SEWER LINES ARE COMPLETELY WATER TIGHT, AND (b) THE SYSTEM /S TO BE INSTALLED TO PREVENT FREEZING OF ALL PRESSURE AND GRAVITY SEWER LINES. 12. THE P17KIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT AND THE ENGINEER SHALL BE NOTIFIED WHEN CONSTRUCTION COMMENCES AND KEPT ABREAST OF THE CONSTRUCTION PROGRESS SO THAT SUFFICIENT INSPECTION CAN BE PERFORMED TO ASSURE CONFORMANCE WITH THESE PLANS. PROVIDE:" A MINIMUM OF 48 HOURS NOTICE TO EACH. 13. THE SURFACE OF EACH BED SHALL BE PROPERLY MOUNDED PER THE DRAWINGS TO ENSURE THAT PRECIPITATION OR SNOWMELT WILL RUN OFF THE BED. 14. SURFACE GRADING SHALL ROUTE RUNOFF AROUND AND AWAY FROM THE BEDS. 15. CONTRACTOR RESPONSIBLE FOR THE REVEGETATION OF ALL DISTURBED AREAS DESIGN CALCULATIONS.• 1. 2 BEDROOM ADDITION TO EXISTING HOME (>6000 SF), USE 2 PERSONS/BEDROOM AND 130 GPCD. 2. DETERMINE FLOW.- Q = (2)(2)(130) = 520 GPD DESIGN Q = 1.75 * 520 = 910 GPD J SEPTIC TANK. V = 910 GPD * 1.25 = 1138 GALLONS; INSTALL 12500 GALLON TANK 4. ALLOWABLE LOADING RATES.• PERC TEST RESULTS. 60 MINUTES/INCH (AVERAGE,) 5. DETERMINE BED SIZE - FOR ABSORPTION.- Areo = 0/5 * SORT(60) = 1410 SF 309 REDUCTION.- 1410 SF * .7 = 987 SF USE QUICK4 UNITS.- 987 SF / 9.2 SF/UNIT = 108 UNITS INSTALL IN 6 UNIT x 18 UNIT BED (18'x72) 6. SHALE BEDROCK AT 3 FEET, USE 24" OF SAND TD PROVIDE 48" OF SUITABLE SOIL IN MOUND CONFIGURATION. TOP EDGE OF BED (MIN.) ±7811 IP�OF SAND/INFILTRATORS ±7810 ASSORPT/ EI�EL ±7809 12 \ BOTTOM OF SAND ±780 N IST. GRADE VARIES APPROX. LEVEL OF SHALE TOPSOIL BELOW PROPOSED BEDROCK (±3' DEPTH) SHALL BE REMOVED PRIOR TO SYSTEM CONSTRUCTION MOUND SECTION NOT TO SCA L E i Vii. ,,`c0!N S C H M U ES E R GORDON M EYE R NUM- BER REVISION DATE BY J ob. 2004-307.001 z 1 1 8 W. 6TH STREET, SUITE 200 by• DJC y GLENWOOD SPRINGS, COLORADO 8 1 601 INDIVIDUAL SEWAGE WALLISON RESIDENCE1 1 (970) 945-1004 FAX (970) 945-5948 08 05 05 " ASPEN, COLORADO (970) 925-6727 DIPSOSAL SYSTEM SCHMUESER I GORDON � MEYER CRESTED BUTTE, CO (970) 349-5355