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Home My WebLink Aboutpitkin.eh.264504201019 (1992)f o 'ASPEN*PITKIN ENVI14UNMENTAL HEALTH DEPARTMENT r INDIVIDUAL SEWAGE DISPOSAL PERMIT NO. TYPE OF PERMIT: � L.� 1 6L ():::-k 3,� ��'�U- Z- �ry/ ( )Initial construction ( )Emergency Use Repair work,(P=ovious Permit 11 79963.) ( )Alteration of an existing system, or installation (Previous Permit.4 ) ( )Use Permit as a result of Sale ( )Othors ISSUED TO: Owner V Mailing Address DATE OF ISSUE Agent p� ,. Vic Phone Mailing Address Sewage Disposal System Work to be performed by, This permit valid o//nll��y��,iifor premises location by tho following loq LOT SIt6 �. /�ll., , WAT] R SUPPLY } I This individual Sewage Disposal Permit is granted with regard to Nu+aGcr oft Dodicoms Lofts 0 Garbage Disposals ( Dishwashers ^ Clothes Washers CALCULATED AVERAGE DAILY WASTE LOAD /n(f(J CA"ONS. THE NATURE OF THE SYSTEM INCLUDED UNDER THIS PERMIT: i ^� rpe of Tank or Treatment Units J � � "v� ` Tank.Capacity ( vS-0 —Callon Minimuza thod of Final Disposals: 61V'C-f e-iF eI i) / 10; 0Absorptiop .Area _ Square Feet Minimum �scrlption (including brand name, if any) of other equipment or appurtnaneeat 1Z)%�c is ft �o .��F r�/cam Toa/ �C,y �r�r�neTiey :then Condition= or Speciflcationas / TE -0 517,1 2 5#, STAGES REQUIRING P_ZSPECTION BY THE HEALTH DEPARTMENT: ( )Before Excavation ( )Upon completion of excavation and prior to placement of gravelBefore covering distribution system of absorption field Xprior to backfill of any component ( )other, Specifyt _/llt1F� Plans and specifications of the proposed sewage disposal system have been reviewed and are considered satisfactory. Pernissi.on iY hereby granted to thf, owner or his aacnr to perform the work indicated above in accordance with the Pitkin County Individual Sewage visposal Re•nslations in effect on the date of issue. In addition to 9�enoral provisions set forth or, the reverse hef•:!oi, this Permit is subject to the following additional terns and conditions,. APPROVED FOR ISSUE BY i �- (title) �/'✓0d`I/N/e',4,LX_.�Ae--rl - ;7•.c• above in:iividual se +ago disposal sy.Item inntallee by L��%� !.� _ has lx•ern ln::pcctcd ter use by a representative cf the As7:en Pit nvlron"nta llcalt., Dep.%runrnt. The ,wnor ne•,u,,.oa a repunsiLiltty }� cess of faslure r in dequac of thin SFwayo dis oal system. Complete s -built dyawing attached. DATE OF F iSPE I07 —2 9—C� 2-- oF Aspen/Pitkin Enol m9rne tat ` BY: TITLE 130 South Galena Street Aspen, Colorado 81611 303/520-5070 101. ASPEN*PITKIN ENVIRuNMENTAL HEALTH DEPARTMENT May 19, 1992 Mr. Peter Adu Colorado National Mortgage Co. 950 17th Street - Suite 2300 Denver, Colorado 80202 RE: Lot 4, Block 3, Filing II, Little Elk Creek Subdivis on known and numbered as 0140 Alexander Ave. Dear Mr. Adu: Today this department conducted a reinspection of the referenced property, owned by Mr. and Mrs. David Marlow, for the purpose of inspecting improvements to the on-site wastewater disposal system serving the existing dwelling. The inspection was done at the owners' request. The current on-site sewage disposal permit calls for an addition to the existing the sewage disposal system which consists of a 1000 -gallon concrete septic tank and 2695 square feet of engineered evapotranspiration bed area constructed in 1977. The individual sewage disposal permit, enclosed, indicates that the design engineer has specified an overflow tank/pumping chamber and a mound system. The first portion of the construction, the tank installation, is completed and we have approved the construction of the connections and the installation of the tank. A visual inspection of the premises revealed that the sewage system is again functioning satisfactorily. The ponding of water on a section of the bed and the excessive amount of wastewater standing in the vent and inspection ports, as noted earlier, have been corrected with the overflow tank installation. If you have any further questions regarding this letter or if we may provide additional assistance, please call. Resp tfully i to Robert F. Nelson Environmental Health Officer cc: David and Connie Marlow 130 South Galena Street Aspen, Colorado 81611 recYcledpaper 303/920-5070 100% recycled paper Ile- 100% recycled paper _ o 100% recy-cled papa F4 100% recycled paper r t4 A = 127451'43" R = 50.00' T = 102.20' L = 111.58' O CA 06 CN Ll.l :W N 89'46'29" E OVER FLOW PIPE TO DOSING TANK (SEE DETAIL THIS SF 0 EXISTING ET BED ,GALLON PRECAST CONC. 0 EXISTING 1000 GALLON CONCRETE SEPTIC TANK INSTALL ADDITIONAL SMALL TANK OR REPLACE EXIST. TANK TO / ACHIEVE 1250 GALLON TOTAL CAPACITY 0 0 o E)(ISTINC HOOSE o --J LOT 3 355.66' �y r 0 � G� Qi "19 1 5 ek I 4" X 4" TREATED POST ��- 2" AIR VENT SLOPEOE ± MOUND '-1 ELEC. JCT. BOX �Z 0RISER(S) TO 0 GROUND SURFACE O 4 to N i--CAULK/SEAL WELL INLET 2" SOLID PVC FROM DOSING TANK z iv "ALARM I "ON 5'34" E N WEIGHT .28' I I "OFF" NOTES: 2" FEEDER LINE TO MOUND, SLOPED AT 1/8- PER FT. MIN. QUICK DISCONNECT OR UNION COL AND TIE AN ADDITIONAL 10' OF WIRE FOR PUMP REMOVAL 1. SWITCHES TO BE MERCURY TYPE. 2. FLOAT SWITCH DIMENSIONS ARE BASED ON A COPELAND 1000 GAL. TANK. (CISTERN) 3. DOSING TANK SHALL BE OF WATERTIGHT CONSTRUCTION. PLAN VIEW OF MOUND N. T. S. DRILL 1/4"' HOLES 30" ON CENTER FOR ENTIRE LENGTH OF ALL LATERALS DOSING TANK ARRANGEMENT �ttxK01 N.T.S. M 30 .SCCIPE.. GRAPHIC SCALE 30 0 15 30 w ( IN FEET ) 1 inch = 30 ft BED OF 1-1/2" SCREENED ROCK, (12" MIN. THICKNESS) SEE NOTES FOR MIN. BASE AREA FILTER FABRIC OR 12" MIN. 4' OF STRAW DISTRIBUTION LATERAL (4) f F TOPSOIL COVER 120 TOPSOIL SAND FILL, SEE NOTES FOR MIN. BASE AREA SECTION A- A N. T. S. 75 7507 r �� •�' /- a 7U-9 S/ o o° i, �,.. VICINITY MAP SCALE: 1" = 2000' GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PITKIN COUNTY REGULATIONS OF INDIVIDUAL SEWAGE DISPOSAL SYSTEMS, EVEN THOUGH ALL SUCH REQUIREMENTS ARE NOT SPECIFICALLY NOTED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH SPECIFIC DETAILS AS ARE REFERRED TO IN THE ABOVE MENTIONED REGULATIONS. 2. 2 ADDITIONAL BEDROOMS 300 GALLONS/DAY AVERAGE 450 GALLONS/DAY MAXIMUM 1000 GALLON SEPTIC TANK (EXISTING) / 372 SQUARE FOOT MINIMUM GRAVEL BASE AREA 477 SQUARE FOOT MINIMUM SAND BASE AREA 1000 GALLON DOSING TANK. PUMP: 25-50 GPM 0 35 FT. HEAD 3. SAND FILL SHALL MEET THE FOLLOWING CRITERIA: 100% SHALL PASS THE #4 SIEVE (6.4 MM). <10% SHALL PASS THE #200 SIEVE (0.13 MM) AND SHALL HAVE A UNIFORMITY COEFFICIENT LESS THAN 5 060/010<5). CONCRETE SAND AND MASONRY SAND WILL BOTH GENERALLY MEET THESE CRITERIA. 4. CLEANOUTS ARE REQUIRED AT ALL BENDS AND AT LEAST EVERY 100 FEET ALONG THE HOUSE SEWER. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL COMPONENTS OF THIS SYSTEM PRIOR TO THE ABSORPTION AREA WATER TIGHT TO PREVENT INFILTRATION. 6. TOPSOIL COVER MAY BE VARIED (WITH 1 FOOT MINIMUM) TO ALLOW LANDSCAPING. 7. INSTALL RISERS AS NECESSARY TO BRING ALL ACCESS POINTS TO WITHIN ONE-HALF FOOT OF FINAL GRADE. 8. LOCATIONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG AS ALL MINIMUM DISTANCES AND SLOPES MEET THOSE REQUIRED. 9. PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM MOUND FILL AREA USING DRAINAGE SWALES AS NECESSARY. i' J 2" PVC MANIFOLD J� PIPE (SOLID) �. , HOLES ON BOTTOM OF LATERAL ,11j 92004\07MA�LOW 5/13/92 2" PVC FROM DOSING TANK (SOLID) ``, SPE PIPE LATERAL LAYOUT N.T.S. INSTALL 4"0 TEE INTO EXISTING E' BED PIPING rVfL ri.1f• C r nrn DISTRIBUTION LATERAL 1-1/2" PVC LATERALS NOTE: ALL PIPING MUST DRAIN BACK TO DOSING TANK TO DOSING TANK LOW PIPE MUST BE AT LEAST 4" LOWER THAN INVERT OF THE SEPTIC TAN K OU TLE T. OVERFLOW PIPE INSTALLATION N T S. N0. I DATE REVISION BY MARLOW RESIDENCE PITKIN COUNTY, COLORADO NDI MAL SEWAGE DISPOSAL SYSTEM T LOT 4. BLOCK 3 NIX-- LITTLE ELK CREEK VILLAGE HW COON RY arcmME affm Ow CO. % W. SUBDIVISION FILING NO. 2 Ml COOPM AYEMJE DES. TP@ CK. FILE N0. SHEET 1 QLe WOM SplW M 00 81601 (303) -SM DR. HMS DATE 5/7/92 92004.07 of 1