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HomeMy WebLinkAboutpitkin.eh.246727201002 (2000)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. A*VPitkin Environmental Health Depaont Permit for an Individual Sewage Disposal System 130 S. Galena St. Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5197 Permit# q90/9 Parcel ID# "2LY(P7-7-77--0)-6)y2 Type of permit New(>1) Repair( ) Addition to House( ) Name of Owner 02A -LK LJ�/ c11 GL Street Address 0,0 5- O& R I Ney k-ceno/ la Property legal description LcT Z A)o /o✓ 4-,% 5j)/1-7— Size /)/.'%Size of lot Total square footage of the house j 2100 Water source �y^ii/or%E GJ�LC # of bedrooms in house 3 # of offices, lofts & similar sized rooms in house Caretaker unit N/fi- Total square footage of the caretaker unit N//4 # of bedrooms in caretaker unit /y/h # of offices, lofts & similar sized rooms in caretaker unit 1 Designed for what # bedrooms F2( I/ - Designed by Mailing Address Permit information ��yn,6G �i>lss���ai�s Chris ST/'oLise or�S -Z SSD Perc rate SoA pi Profile hole depth J_42 -[- 'Depth to groundwater or bedrock g c9y �,ry f Septic tank capacity ,fj 175_0 Absorption area ►S3,tsg-jTr 1, 07st sb cd.77� . e GTi gi�r t v:T S�-77c iawlk- shed/ have a.v I;.Z-,9,T „ T_ 117 i, C"u v7� yslls /ejal,7%,,, . ��Si9�J e,�x itiePiy, i S SBe�i�l� a 2G»o 5a//oma SeyTl�y�K TNSi9/�9Tior� /wgs7 be Pa> rroryyyoa/in acoo,d��ce Gdl-l)', P�vq��ccr cl yii'7 da 1 oal )qW;/ 7, /9 ei 9, �'�7 fie-!ai /Nodi fi �`Ti(r�vs srsyrsT 6� ayj!x�+ q 647 71� desi9� c�,�oy. a.,.�7he �,vaf,�igy,,D�oT C1q C-6ecK_ 'tf Seo o/1) ��zo�99 {>�3'�4 Permit approved by: Date: i �3 too 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 ins 1 J Iq Date: %' 12-01) 17 JEROME GAMBA & ASSOCIATES, INC. CONSULTING ENGINEERS & LAND SURVEYORS 1139TH STREET. SUITE 214 P.O. BOX 1458 GLENWOOD SPRINGS, COLORADO 81602-1458 PHONE: (970) W-2550 FAX: (970) 9451410 Tom Dunlop Pitkin County Environmental Health 130 South Galena Aspen, CO 81611 Re: Weida Residence I.S.D.S. Dear Tom: 0 June 8, 2000 On May 17, 2000 and May 23, 2000, Jerome Gamba & Associates, Inc performed final inspections of the Weida Residence ISDS. The system as observed by Jerome Gamba & Associates, Inc., was found to be in substantial conformance to the revised plans and specifications attached, except for the following field changes; 1. The Infiltrator units were installed with a 6" gap between the units. 2. A 1000 gallon septic tank was installed in-place of the 60" pump chamber. 3. The lift station Pump shall be selected with the use of as -built elevations. The pump level sensors shall be adjusted accordingly to accommodate the design flows and volumes. See attached Record Drawing. If you have any questions or comments, please call me. Sincerely, JEROME GAMBA & ASSOCIATES, INC. ) Chris Strouse, Design Engineer Pobert. Pennington, P.E. 2 23 G:\98748\WEIDA_FIN_LETTER. DOC I 'RECEIVED JUN 7 4 2000 OMF SEN/FINN NMEWAL HEALTH Page 1 of 1 0 0 PERCOLATION TEST RESULTS FORM HOLE No. DEPTH OF TEST HOLE TIME TME INTERVAL MEASURE MENT DROP in WATER LEVEL PERCOLATION RATE 21 (in) (min.) (min) (inches) (inches) (min/in) #1 32 #2 28 11:50:00 12:00:00 0:10 21 12:12:00 0:12 22 1.000 12 12:22:00 0:10 22 3/8 0.375 27 12:52:00 0:30 23 1/2 1.125 27 13:12:00 0:20 24 1/4 0.750 27 13:32:00 0:20 24 7/8 0.625 32 13:52:00 0:20 25 1/2 0.625 32 3 JEROME GAMBA & ASSOCIATES, INC CONSULTING ENGINEERS & LAND SURVEYORS 12:03:00 12:03=1 12:13:00 0.750 13 12:23:00 0.375 27 12:5300 1.000 30 13:13:00 0.500 40 13:34:00 0:21 17 3/4 0.625 34 13:54:00 0:20 18 1/4 0.500 40 3 JEROME GAMBA & ASSOCIATES, INC CONSULTING ENGINEERS & LAND SURVEYORS C1 PERCOLATION TEST RESULTS FORM • HOLE No. DEPTH OF TEST HOLE TIME TME INTERVAL MEASUREJ MENT DROP in WATER LEVEL PERCOLATION RATE 14 7/8 (in) I (min.) (min) (inches) (inches) (min/in) #1 6'4" #2 814" #3 715" 11:04:00 13 5/8 11:24:00 0:20 14 7/8 1.250 16 11:39:00 0:15 15 5/8 0.750 20 11:59:00 0:20 16 3/8 0.750 27 12:06:00 0:07 16 5/8 0.250 28 12:36:00 0:30 17 3/4 1.125 27 13:06:00 0:30 18 3/4 1.000 30 13:36:00 0:30 19 3/4 1.000 30 11:10:30 11:10 15 1/8 11:25:00 0:14 16 7/8 1.750 8 11:40:00 0:15 18 1/4 1.375 it 12:00:00 0:20 19 5/13 1.135 18 12:37:00 0:37 21 1/2 2.115 17 13:07:00 0:30 22 7/8 1.375 22 13:37:00 0:30 24 1/4 1.375 22 11:15:00 11:15 13 1/4 11:26:00 0:11 14 1/2 1.250 9 11:41:00 0:15 15 3/4 1.250 12 12:01:00 0:20 17 1.250 16 12:38:00 0:37 19 1/8 2.125 17 13:08:00 0:30 20 1/2 1.375 22 13:38:00 0:30 21 3/4 1.250 24 .,�Form No. GWS -25 J APPLICANT OFFICE OFTSTATE ENGINEER COLORADO ISION OF WATER RESOURCES • 818 Centennial Bldg., 1313 Sherman St.. Denver, Colorado 80203 (303) 8663581 WELL PERMIT NUMBER 215332 DIV. 5 CNTY. 49 WD 38 DES. BASIN MD Lot: 2 Block: Filing: Subdiv; NAYLOR SPLn APPROVED WELL LOCATION PITKIN COUNTY LIC MARK P WEIDA NW 1/4 NW 1/4 Section 27 515 CALLE MALAGUENA Twp 8 S RANGE 86 W 6th P.M. SAN CLEMENTE CA 92672 - DISTANCES FROM SECTION LINES (714)492-7366 810 Ft. from North Section Line 11 CO Ft. from West Seciion Line PERMIT TO CONSTRUCT A WELL ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) 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. 2) The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18. 3) Approved pursuant to CRS 37-92-602(3)(b)(II)(A) as the only well on a tract of land of approximately 40 acres described as that portion of the NW 1/4, Sec. 27, Twp. 8 South, Rng. 86 West, 6th P.M., Pitkin County. Reference attached exhibit A. 4) The use of ground water from this well is limited to fire protection, ordinary household purposes inside up to 3 single family dwellings, the irrigation of not more than one (1) acre of home gardens and lawns and the watering of domestic animals. 5) The maximum pumping rate shall not exceed 15 GPM. 6) The return flow from the use of this well must be through an individual waste water disposal system of the non -evaporative type where the water is returned to the same stream system in which the well is located. 7) This well shall be constructed not more than 200 feet from the location specified on this permit. 8) This permit has been approved for a well to be constructed in the NW 1/4 of the NW 1/4 of Sec 27, T8S, R86W, 6th PM. You are hereby notified that you have the right to appeal the issuance of this permit, by filing a written request with this office within sixty (60) days of the date of issuance, pursuant to the State Administrative Procedures Act. (See Section 24-4-104 through 106, C.R.S.).,,�Lo I(ZZ fqGT OINNE.R`S COPY APPROVED KJW rQ n 'L Z4I� Slate Engineer BY ' JAN ►1 �1 u 2 Receipt No. 0436781 DATE ISSUED JAN 2 6 1999 EXPIRATION DAT JAN L LVW , Win.. r., 11..1/11 , –Nayli-Lot Split X -Sender: joannas@comdev Date: Mon, 29 Mar 1999 17:20:36 -0700 To: tomd@co.pitkin.co.us From: Joanna Schaffner <joannas@ci.aspen.co.us> Subject: Lot 2, Naylor Lot Split Dave Hamon asked that I let you know that no 1041 review is required on this lot as it is an approved subdivision. THANKS � ltJC�i%!�a QPS��CNc e IPrinted or Tom—Dunlop < om dI.aspen.co.us> 1 V BARNES®SUBMERSIBLE GRINDEROUMPS Series: SGV, Vortex Series: SGV 3, 5, 7-1/2 HP 3450 RPM (OPTIONAL) $P Canadian Standards Association File No. LR16567 Description: THE GRINDER PUMP IS DESIGNED TO REDUCE DOMESTIC, COMMERCIAL, INSTITUTIONAL AND LIGHT INDUSTRIAL SEWAGE TO A FINELY GROUND SLURRY. CRANE PUMPS & SYSTEMS Barnes Pumps, Inc 1485 Lexington Ave. Mansfield. Ohio 44907-2674 Ph: (419) 774-1511 Fax: (419) 774-1530 PAGE 5 DATE 9/94 REPLACES Specifications: DI CHARGE: 2" NPT, Vertical LIQUID TEMPERATURE: 160°F Intermittent VOLUTE: Cast Iron ASTM A-48, Class 30. MOTOR HOUSING: Cast Iron ASTM A-48, Class 30. SEAL PLATE: Cast Iron ASTM A-48, Class 30. IMPELLER: Design 12 Vane,Vortex, With Pump Out Vanes On Back Side. Dynamically Balanced, ISO G6.3. Material: 85-5-5-5 Bronze SHREDDING RING: Hardened 440C Stainless Steel Rockwell® C-55. CUTTER: Hardened 440CStainless Steel, Rockwell C-55. SHAFT: 416 Stainless Steel SQUARE RINGS: Buna-N HARDWARE: 300 Series Stainless Steel PAINT: Air Dry Enamel, SEAL: Design: Tandem Mechanical, Oil Filled Reservoir. Material: Rotating Faces - Carbon Stationary Faces - Ceramic Elastomer - Buna-N Hardware -300 Series Stainless CABLE ENTRY: 25 ft. Cord. Pressure Grommet for Sealing and Strain Relief. SPEED: 3450 RPM (Nominal). UPPER BEARING: Design. Single Row, Ball Lubrication: Oil Load: Radial INTERMEDIATE BEARING: Design: Single Row, Ball Lubrication: Oil Load: Radial & Thrust LOWER BEARING: Design: Sleeve Lubrication: Oil Load Radial MOTOR: Design: NEMA L -Single Phase,NEMA B -Three Phase Torque Curve, Completely Oil -Filled, Squirrel Cage Induction. Insulation. Class F. SINGLE PHASE: Capacitor Start/Capacitor Run. Requires Overload Protection to be Included In control panel. Requires Barnes® Starter or Control Panel which Includes Capacitors, or Capacitor pack. THREE PHASE: Dual Votage 230/460; Requires Overload Protection to be Included in control panel. OPTIONAL EQUIPMENT: Seal Material, Impeller Trims, Moisture Sensors (Requires Relay in Panel), Additional Cable, CSA Listed. PAGE 6 DATE 9/94 REPLACES "� 0 0 CRANE 6 PUMPS & SYSTEMS Bames Pumps, Inc. 1485 Lexington Ave. Mansfield, Ohio 44907-2674 Ph: (419) 774-1511 Fax: (419) 774-1530 MEMBER 13.56 --I I "� � 7.50 1.50 28 .25 , I 456 O - 9.12 OI 2" N.P.T. DISCH. 4.43 MODEL PART HP VOLT PH RPM NEMA FULL LOCKED CORD CORD CORD NO. NO. (Nom) START LOAD ROTOR SIZE TYPE OD CODE AMPS AMPS SGV3002L 084798 3 200 1 3450 G 27.0 86.0 10/4 SO 0.745 SGV3022L 084799 3 230 1 3450 G 23.0 75.0 10/4 SO 0.745 SGV3062L 084800 3 200 3 3450 1 15.0 65.0 10/4 SO 0.745 SGV3032L 084801 3 230 3 3450 J 13.0 56.6 10/4 SO 0.745 SGV3042L 084802 3 460 3 3450 1 6.5 28.3 10/4 SO 0.745 SGV3052L 088861 3 575 3 3450 1 5.2 22.6 10/4 SO 0.745 SGV5002L 084803 5 200 1 3450 F 42.0 134.0 6/4 SO 1.010 SGV5022L 084804 5 230 1 3450 F 39.0 117.0 8/4 SO 0.780 SGV5062L 084805 5 200 3 3450 H 25.0 94.0 10/4 SO 0.745 SGV5032L 084806 5 230 3 3450 H 20.0 81.4 10/4 SO 0.745 SGV5042L 084807 5 460 3 3450 H 10.0 40.7 10/4 SO 0.745 SGV5052L 088862 5 575 3 3450 H 8.0 32.5 10/4 SO 0.745 SGV7532L 084808 7.5 230 3 3450 F 24.0 102.0 10/4 SO 0.745 SGV7542L 084809 7.5 460 3 3450 F 12.0 51.0 10/4 SO 0.745 SGV7552L 088863 7.5 575 3 3450 F 9.6 40.8 10/4 SO 0.745 Standard Units: Temperature sensor cable is 14/2 SOW, 0.530 OD. (Optional - Moisture/Temperature sensor cable for all models is 18/5 SOW, 0.476 OD., replaces Temp sensor cable.) CSA Listed Units: (Optional - CSA Listed Power cable for all models is SOW, with same dimensions as STD. units & Temperature sensor cable is 14/2 SOW, 0.530 O.D.) (Optional - CSA Listed Moisture/Temperature sensor cable is 18/5 SOW, 0.476 OD., replaces Temp sensor cable.) IMPORTANT! 1.) DO NOT USE THIS PUMP TO PUMP FLAMMABLE LIQUIDS. 2.) THIS PUMP IS APPROPRIATE FOR LOCATIONS CLASSIFIED AS DIVISION IL 3.) THIS PUMP IS NQ,I APPROVED FOR USE IN SWIMMING POOLS, RECREATIONAL WATER INSTALLATIONsDECORATIVE FOUNTAINS OR ANY INSTALLATION WHERE HUMAN CONTACT WITH THE PUMPED FLUID IS COMMON WHILE THE PUMP IS RUNNING, 4.) PUMP CAN BE OPERATED DRY FOR EXTENDED PERIODS WITHOUT DAMAGE TO MOTOR ANDIOR SEALS. CRANE 6 PUMPS & SYSTEMS Bames Pumps, Inc. 1485 Lexington Ave. Mansfield, Ohio 44907-2674 Ph: (419) 774-1511 Fax: (419) 774-1530 MEMBER MEMBER ►t�w�`i`'i x5115 %1ti"rr►�T��S rSsi�e,� ��✓ a 4r6�-�, �roarse j-� 3 G f l s THd7 , r %qe4�%k)",?s la �/l %lUp C`u'rs ��Sl - c loris Gsi//���or�-rntP iiu�� ffcst>`�l %iii �i l �- %%'���'yf OSf C�osUo57 psi �7e/l T lorl�e S rTe oi'✓ S�Blod. ._ <Hr'/�� �r �j�-�S To !07^ 1r/Y .wwr• 100 11 0 o[ru� n[ r wwurw.ry I.. ... 1 p.�wmv, [w -mu ww .•uw alae .w[ M /Nw Yew Y.. MMf 'I11,o1A Lot 2, Irvin Naylor Lot Split, According to the plat thereof filed in plat book 13 at page 77, Except htat portion conveyed to Keith Hefner in deed recorded March 7, 1991 in book 641 at pge 212, County of Pitkin, State of Colorado CUSTOM HOME 90IT9 Flom ACI CONTRACTORS 1225 Avenue C, White City, Or. 97524 (641) 826-2777 FAX (641) 626-2776 1]CEM / 48644 tli RYNID NVI^Y Weide House No st"w I" e.e...... CO. so SHEET 1 OF 6 0 B 67 Footage: 610 Sq. Footage: 912 Sq. Footage: 7513 CUSTOM HOME m Comm% 1"15b 1%O Cy ft YI" (w) W -RA IAI (MI) Y�tfle MCiR {MN ,ciijenemal ��1A� BoaH $BEET 2 OF 6 0 0 CUSTOM HOME f�0�]©Q pd0003 HCI CONTR MRS 1225 Avenel C, 11Wa 0117, Or. 97503 (541) 526-2777 !AE (541) 526-2775 IJCE6Z / 49544 ew'wi Weida Howe 660 Lwr bel eelewlw. C0. rm:l;=-' w ' s -1 SHEET 3 OF 6 It ELECTRICAL KEY. Mpp©Q PLEEE HCI CONTRACTORS # pV E%RECEPTACLEr =� MDERWSNiT PI E 6N 71EMr seed. eee.w..., CO. Ve RECEPTACLE SHEET 4 OF 6 MOOD C T #� CROWD FAULT RECEPTACLE ® NEAT / YNT / NOR #� MEATIER PROOF RECEPTACLE N TLMNO1 F SPLST--MREO OUPIEX REQ 0 TF emw 4P MOM RECEPTACLE O ARH:TION eCR ® 9CCLE BOOR RECEPTACLE DISCONiCT SM1CLE POE Svd O 91012 DETECTOR }# is S VAY SMTOS BECReCAL PANEL #� FwY SHICLi O ME= DYER STITCH O NEAT / vENT OOA4 FD NRE VENT w11. SCONCE CUSTOM HOME Mpp©Q PLEEE HCI CONTRACTORS 1226 Awn" C, White City, Or. 67503 (541) 626-rM FAX (541) 626-2775 Immo / 46544 Aa 7QrDm N1� Weide House 6N 71EMr seed. eee.w..., CO. w SHEET 4 OF 6 Q �; , �\� 00 C Q \ A IJ�TCyT cy l� 48' CSP IN DITCH UNDER 'ROAD' HEAVILY SILTED ON BOTH ENDS SE INV ELEV IN = 8022.4 NW INV ELEV OUT = 8022:5 EXIST. DITCH 4' PLASTIC PIPE CULVERT VERTICAL IN GROUND TOP OF BANK EDGE OF ROARING_ FORK RIVER APPROXIMATELY 8' SOUTH �cp ,.W ° ° Q,00 ,00 ° !i oo� PROPOSED WELL LOCATION LQ 1000 gal. SEPTIC TANK PUMP STATION 2000 GALLON SEPTIC TANK INSTALLED CLEAN—OUT \ 00 0 0 N 22.5• BEND - 45N BEND (Typ) 2" Sch. 40 PVC PIPE 0 TO 135.64' \ \ \\ \ 12.00' STANDARD INFILTRATOR UNITS (72 TOTAL) \ 56.25 TOP OF LEACH SURFACE ELEV. = 8033 \ \ APPROX. LOCATION \ \\ fOF RAIL ROAD TRACKS \\ / 9SAy 9< T II,p JL �< 48.83' F 54.63' 0,0 F� 9� �o 32 75.00' s° e°3s 38.49' h' p L/C RISER ,2¢ Qjx) ) 00 � \ �e 30.6' X 21.5' WOOD FRAME \ GARAGE IN , IN II. I, I,`. 101.60 80 \ \ \ IN INLET HEADWALL \ FOR PIPED DITCH NN Q \ EXIST. WELL- \\� ` �oomoo -- (TO BE ABANDONED �°o°00 `'— � -'? AS PER Dept. of Water Resources) 990 y '99,90, oma 0 0 LQ APPROX. EDGE OF RIVER EXTEND 1" DISTRIBUTION PIPE ENTIRE LENGTH OF TRENCH. ^"n r".n r rrr ro n.nr DRILL 0 1" Sch. 40 PVC FEEDER PIPE (Typ) (Total = 240 If.t) DISTRIBUTION PLUMBING DETAIL N.T.S. EXTEND 1-1/4" DISTRIBUTION PIPE ENTIRE LENGTH I kP END OF FEEDER PIPE. , HOLE EVERY 6 ft. N RIVER BANK RECEPTION NO. 154888 PITKIN COUNTY RECORDS 20 0 20 40 60 GRAPHIC SCALE IN FEET 1 INCH = 20 FEET REV ND DATE REVISION S 80.36,28„ W (M) S 80.p0 00 W iP200 p0, (P) MADE CHKD APPD BY BY BY FOUND BRASS CAP ANGLE POINT 6 TRACT 68 N 59055'24' W 0.71 FROM COMPUTED CORNER 15 29323 r RECEPTION NO. 154888 PITKIN COUNTY RECORDS S 88.4545" W (P) 415.38' (P) t5`�• 7 o S 89.25'13" W (M) 415.99' (M) RECORD DRAWING SCALE, DATE, SHEET 1" = 20 JUNE 8, 2000 1 of 1 DRAWN BY, CHKD BY, APPD BY: PLAN NO, CWS RWP SITE_PLAN3 /4" Sch. 40 PVC DER PIPE (Typ) tol = 240 If.t) STANDARD INFILTRATOR UNITS CALCULATION FOR LEACH FIELD SIZE CURRENT PROPOSED DESIGN IS FOR A FOUR BEDROOM PRIVATE RESIDENCE, UNDER 6000 sf. ACCORDING TO THE ASPEN/PITKIN ENVIRONMENTAL HEALTH DEPARTMENT, TO CALCULATE SEWAGE FLOW, ASSUME TWO PERSONS PER BEDROOM USING AN AVERAGE DAILY SEWAGE FLOW OF 100 GALLONS PER PERSON PER DAY (for residences greater than 6,000 square feet). (4 BEDROOMS) x (2 PERSONS PER BEDROOM) = 8 PEOPLE AVERAGE DAILY SEWAGE FLOW = (8 PEOPLE) x (100 GPD/PERSON) = 800 GPD DESIGN SEWAGE FLOW = (1.75) x AVERAGE DAILY FLOW = (1.75) x (800 GPD) = 1400 GPD SEPTIC TANK SIZE = 2000 gallons PERCOLATION TESTING WAS PERFOMED BY JEROME GAMBA & ASSOCIATES, ON APRIL 30, 1999. THE RESULTS ARE AS FOLLOWS; TEST HOLE #1 30 min./ in. TEST HOLE #2 22 min./ in. TEST HOLE #3 24 min./ in. THE ABSORPTION AREA (A) FOR A NORMAL GRAVEL TYPE LEACH FIELD IS CALCULATED USING THE FORMULA: A =..Q x (SQUARE ROOT OF 0 5 Where: Q = MAXIMUM DAILY SEWAGE FLOW = 1,400 gallons per day t = PERCOLATION RATE = 30 min/in. THEREFORE: A = (1400) x 30 = 1533.62 sq. ft 5 ammummmmmmil� According to Pitkin County Dept. of Environmental Health a reduction in the required area may be applied if the soil conditions are optimal for a gravelless chambered system. The maximum reduction allowed is 30% of the required area. The percolation test results indicate a optimal soil condition and therefore we will use a full 30% reduction in the required size of the the absorption area. Therefore the required area is = (1533.62) ' 30% = 1073.54 sf. An equivalency factor for Infiltrator groveller chambered units is 15.5 sf per Infiltrator unit. Therefore the required number of Standard Infiltrator units is 1073.54 / 15.5 = 70 units. The As—Built System uses 72 Infiltrator units in the configuration as shown on this drawing. Mark Weida Residence LOT 2 IRVIN NAYLOR LOT SPLIT CONSIA7NG EN131l do LAND 91AMORB POST OFFICE BOX 1458 113 NINTH STREET — SUITE 214 GLENWOOD SPRINGS, COLORADO 81602 (970) 945-2550 RECEIVED JUN 14 2000 ASPEN / PITKIN ENVIRONMENTALHEALTH SHEET NO. PROJECT, 98748 CD 4" PVC RISER W/ PLASTIC VALVE BOX COVER. TO BE PLACED @ APPROX. CENTER OF TRENCH. NOTCH BOTTOM OF RISER PIPE FOR INSPECTION. 1" PVC FEEDER PIPE. DRILL 1 — 1/4" HOLE AT 6' INTERVALS STANDARD INFILTRATOR LEACHING CHAMBER BETWEEN 1 O'CLOCK AND 11 O'CLOCK FOR THE ENTIRE LENGTH OR EQUAL. BEDS SHALL BE 7 UNITS LONG BY — OF THE TRENCH. 70 TOTAL HOLES. DRILL ONE 1/4" HOLE AT THE END OF EACH TRENCH 5 UNITS WIDE (TOTAL OF 70 UNITS IN TWO BEDS. TO ALLOW THE PIPE TO DRAIN. PLACE SPLASH PLATE BENEATH THIS HOLE. 2"x i" REDUCER BACK FILL WITH EXCAVATED MATERIAL 2" PVC FITTING (SEE INFILTRATOR INSTALLATION INSTRUCTIONS) SCARIFY EXCAVATED LEACHING SURFACE (KEEP HEAVY EQUIPMENT OUT OF EXCAVATED AREA) ENTIRE LEACHING SURFACE TO BE LEVEL WITHIN + 0.05 FEET, CROSS SECTION OF LEACH FIELD BED SCALE: 1 INCH = 2 FEET END OF .R PIPE 1 4" PVC RISER W/ PLASTIC VALVE BOX COVER NOTCH BOTTOM OF 4" RISER PIPE. PAVED ACCESS ROAD PROVIDE POSITIVE DRAINAGE OFF 6" min. &AROUND LEACH FIELD. _ EXIST GROUND I[ INTERCEPTION \\1�--- DITCH 2 max. =Z 4.08' (Typ.) 5.00' MAX. 2" Sch. 40 PVC 34"t ;PVC TEE 2" Sch. 40 PVC PIPE / FROM PUMP STATION INFILTRATOR LEACHING CHAMBER OR APPROVED EQUAL. LEACH BEDS SHALL BE 7 UNITS LONG BY 5 UNITS WIDE. 2" PVC CROSS (TYP-) NAV DATE DOUBLE CLEAN—OUT W/ REMOVABLE CAP 3' 4" WYE 4" PVC SEWER PIPE MINIMUM SLOPE - 2% 6' min. 6" Cl. 4 BEDDING COMPACT SUB—BASE TO 98% STANDARD PROCTOR TYPICAL END SECTION OF LEACH FIELD BED SCALE: 1 INCH = 2 FEET 24" CONCRETE COVER STANDARD 20" METER PIT SECTION 4" PVC 90• BEND JUNCTION BOX SEPTRONICS, Jiffy—Junction pedestal Unit, STANDARD JJ Series or approved equal. I+— 5' FLOAT BRACKET 3 4" PVC SEWER PIPE MINIMUM SLOPE = 2% 4" PVC TEE CONCRETE SEPTIC TANK AND 60" ONE PIECE MANHOLE TO BE COPELAND CONCRETE PRODUCTS OR APPROVED EQUAL. CROSS SECTION OF 2000 GAL. SEPTIC TANKS SCALE: 1 INCH = 2 FEET ONE PIECE 60" MANHOLE ALARM s SHUTOFF III JJL��L LEVEL !I s" 6" Cl. 4 BEDDING COMPACT SUB—BASE TO 98% STANDARD PROCTOR CROSS SECTION OF PUMP CHAMBER SCALE: 1 INCH - 2 FEET `Al I ISDS DETAILS `r i o29323 0? -o\� zf SCALE, DATE, SHEET ellAS NOTED APRIL 7, 1999 2 of 2 S MADE CHKD APPD tlAL E� DRAWN BY, CHKD BY, APPD BY, PLAN NO. REVISION BY BY BY CWS I RRWP 98748\ DETAILS POLYROPE FOR - _F PUMP REMOVAL 5'min. COVER 2" CHECK VALVE DISCHARGE TO LEACH FIELD 2" Sch. PVC PIPE 2" ELBOW 2" COMPANIONS HYDROMATIC PUMP SPD50H (1/2 hp. pump) (Avg. Rate = 70 gpm) 2"— Bomes, EZOUT BASE or approved equal. DOSING SYSTEM OPERATIONS: VOLUME PER DOSE: 410 gallons CYCLES PER DAY: 3 ALARM TIME: 2.5 hours Mark Weida Residence LOT 2 IRVIN NAYLOR LOT SPLIT CONSU M ENMEFS & LAND SUNVEYORS POST OFFICE BOX 1458 113 NINTH STREET — SUITE 214 SHEET NO. 2 'ROJECT: 98748 4" PVC RISER W/ PLASTIC VALVE BOX COVER NOTCH BOTTOM OF 4" RISER PIPE. PAVED ACCESS ROAD PROVIDE POSITIVE DRAINAGE OFF 6" min. &AROUND LEACH FIELD. _ EXIST GROUND I[ INTERCEPTION \\1�--- DITCH 2 max. =Z 4.08' (Typ.) 5.00' MAX. 2" Sch. 40 PVC 34"t ;PVC TEE 2" Sch. 40 PVC PIPE / FROM PUMP STATION INFILTRATOR LEACHING CHAMBER OR APPROVED EQUAL. LEACH BEDS SHALL BE 7 UNITS LONG BY 5 UNITS WIDE. 2" PVC CROSS (TYP-) NAV DATE DOUBLE CLEAN—OUT W/ REMOVABLE CAP 3' 4" WYE 4" PVC SEWER PIPE MINIMUM SLOPE - 2% 6' min. 6" Cl. 4 BEDDING COMPACT SUB—BASE TO 98% STANDARD PROCTOR TYPICAL END SECTION OF LEACH FIELD BED SCALE: 1 INCH = 2 FEET 24" CONCRETE COVER STANDARD 20" METER PIT SECTION 4" PVC 90• BEND JUNCTION BOX SEPTRONICS, Jiffy—Junction pedestal Unit, STANDARD JJ Series or approved equal. I+— 5' FLOAT BRACKET 3 4" PVC SEWER PIPE MINIMUM SLOPE = 2% 4" PVC TEE CONCRETE SEPTIC TANK AND 60" ONE PIECE MANHOLE TO BE COPELAND CONCRETE PRODUCTS OR APPROVED EQUAL. CROSS SECTION OF 2000 GAL. SEPTIC TANKS SCALE: 1 INCH = 2 FEET ONE PIECE 60" MANHOLE ALARM s SHUTOFF III JJL��L LEVEL !I s" 6" Cl. 4 BEDDING COMPACT SUB—BASE TO 98% STANDARD PROCTOR CROSS SECTION OF PUMP CHAMBER SCALE: 1 INCH - 2 FEET `Al I ISDS DETAILS `r i o29323 0? -o\� zf SCALE, DATE, SHEET ellAS NOTED APRIL 7, 1999 2 of 2 S MADE CHKD APPD tlAL E� DRAWN BY, CHKD BY, APPD BY, PLAN NO. REVISION BY BY BY CWS I RRWP 98748\ DETAILS POLYROPE FOR - _F PUMP REMOVAL 5'min. COVER 2" CHECK VALVE DISCHARGE TO LEACH FIELD 2" Sch. PVC PIPE 2" ELBOW 2" COMPANIONS HYDROMATIC PUMP SPD50H (1/2 hp. pump) (Avg. Rate = 70 gpm) 2"— Bomes, EZOUT BASE or approved equal. DOSING SYSTEM OPERATIONS: VOLUME PER DOSE: 410 gallons CYCLES PER DAY: 3 ALARM TIME: 2.5 hours Mark Weida Residence LOT 2 IRVIN NAYLOR LOT SPLIT CONSU M ENMEFS & LAND SUNVEYORS POST OFFICE BOX 1458 113 NINTH STREET — SUITE 214 SHEET NO. 2 'ROJECT: 98748