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Home My WebLink Aboutpitkin.eh.246721201006 (2006)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 prope.rty Third System etc. Floor Plans Please See Building and Land Use Approvals Files for additional information. Pitkin County - vironmental Health & Natural Reso s Department Pedrfor an Individual Sewage Disposal �em 0405 Castle Creek Road, Suite 10, Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5077 Permit # 06094 Parcel ID # 2467-212-01-006 Type of permit New Name of Owner Michael Street Address 782 Holland Hills Road Property legal description Addition/Remodel to Size of lot 0.75 acres Total square footage of the house 3200 sq ft Water source Holland Hills Water System # of bedrooms in house Caretaker unit attached # of bedrooms in caretaker unit Designed for what # rooms (list) Designed by All Service # of offices, lofts & similar sized rooms in house Total square footage of the caretaker unit # of offices, lofts & similar sized rooms in caretaker unit 5 bedrooms Permit information Mailing Address PO Box 2844, Glenwood Springs, CO 81602 Perc rate 19 Profile hole depth Depth to groundwater or bedrock **Need to verify** Minimum Septic tank capacity 2187 gallons Minimum Absorption area 762 sq ft w/ 50% reduction Comments Septic permit approved per compliance with the engineer design and specifications dated December 4, 2006. 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 engineer has stated that the setback from the field to the ditch below can be reduced to 60 feet. A geologic report accompanies his statement. There must be at least a 10 foot separation from the field to the any property lines. This system will consist of the existing 1250 gallon 2 compartment tank with an effluent filter on the outlet followed by one 1250 gallon 2 compartment tank with a pump in the 2ntl compartment. Effluent will be pumped to a field consisting of 3 trenches with 18 Quick 4 chambers and 2 trenches with 12 chambers, for a total of 78 chambers. Serial distribution will be used. There must be at least 6 feet of undisturbed soil between each trench. The existing drywell will be abandoned. An 8 foot profile hole on the downhill portion of the proposed field must be dug to verify soil conditions prior to installation. This department does not 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. The owner has the responsibility that all components are inspected and maintained on a regular basis by qualified personnel. 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 Permit approved by: Date: (Z Plans and specifications of the proposed individual sewag dsposal 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 Dp rtme t. As built drawings must be included with this permit before the final approval will be issued. Expiration Date: .� Installer: Pfo(iS 0-ry! l 4y VG2l' l.i�LiIse Number: r� Final approval: (Gn Ij DA L'% o Date: L. i24t8 ktk� only 12121 f-ar�k 0 0 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 Name of OWNER t t C �nQ L? atc P Owner's Mailing Address g a (I Home Phone: E-mail Address: tMic(,cce( Primary Contact Person (all communication regarding this permit will go through this person) Name i �E•P l e��0 CompanyLJJ {e [ticx�Seaa- /� B4'i e Contact Mailing "t Address fid- 6 (6,xee 66 a City, State, Zi 2,,q b/ Cv 16 rl Business Phone: C J v - b O 3Y Cell Phone: Fax: E-mail Address: 0� tc ko.Pi Q L-> "Q Parcel ID 0 (available from assessor's office at 920-5160 or at www.Ditkinassessor.org) _ - 2" L - _L - C b t0 Building Permit # (if available) '' Street address of property B' a ( Qr< C 4 ((S (21f Legal Description: Lot ,Block ,Filing ,Subdivision Size of lot: 0 acres. Type of proposed structure: 5 t Kq(elY Total square feet of house 3,')� # of bedrooms (potential) in house Caretaker Unit: Attached ( >C ) Detached ( ) Total area(sq. R) of caretaker unit $"5-0 # in 1 Permit is for. New Home ( ) Repair due to failure ()C ) Remodel/Addition ( ) Emergency use ( ) Water: Private well ( ) Spring ( ) Stream ( ) Community/Public Water System (A If community system: Name of system ;+} ( La vt �, i i S 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 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. S . G eta, 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 malfunction. The permit to construct is issued on information submitted by the applicant or his/her representatives. o(wnerassu as full responsibility in case of failure of the system. Signature of applicant Date '7 o1_ Received by Receipt # S5S Date ) 6 O �p I l a, ��• ` ..tom^ .. -1 I 0 0 o L L G6=7�, RIMK97"*�ro.'eo7 Ph9r0i165033 Fu U3-71627% January 10, 2007 Michael Augello 782 Holland Hills Road /^.1 Basalt, Colorado 81621 RECEIVED Installation Observation, Permit # 06094 JAN 1 2 2007 782 Holland Hills Road PITKIN uu;,.,u r z:n6,, cuNMENTAI Pitkin County, Colorado HEALTH & NATURAL RESOURCES Mr. Augello, Project No. 1285 ALL SERVICE septic, LLC performed an installation observation on January 4, 2007, for the subject property. The installation included the existing 1250 -gallon septic tank, followed by a new 1250 -gallon, two- compartment precast concrete septic tank with a BiotubeTM pump vault. Five gravelless chamber trenches using `Quick -4' chambers were installed for a total of 770 SF. Three trenches had 18 chambers, and two trenches had 12 chambers, for a total of 78 'Quick -4' chambers. Serial distribution was used to distribute effluent. The OWS was installed according to specifications. This observation is not a guarantee of workmanship and/or parts and materials. ALL SERVICE septic, LLC should be notified if changes are made to the OWS. LIMITS: The observation was based on information submitted and our site visit. If conditions are different from conditions described in this letter, ALL SERVICE septic, LLC should be notified. All additional OWS construction must be according to the county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Sincerely, ALL SERVICE septic, LLC Reviewed By: r ;d 36662 Timothy R. Petz Richard H. P S....... 2 copies sent Copy sent to Pitkin County Health Dept. Attn: Carla Ostberg z 0 0 Chamber Trenches Project No. 1285 77 BIKE PATH SHADED AI EXTENDED EXISTING 5-BEDROi '6000 SB DECK EIBBING1t0GAl1GN. TWOCOIRARFNFM CONOEIE SFFNC TANK � EXISTING SHED c SCI®pTC EfiL191f LNE - WELL •OWS AS -BUILT DRAWING • SCALE 1"=30' NORTH EXTENDED DECK Fi a • -�a� 4V*4 J 79OUICKd'G VELLESSCHANBEASI145GMVELL CHAMBER I GIIES, FOP A TOTAL OF M SF. THREE TRENCHES HAVE 19 OUIXJ' CHAMBERS 1 TRENCHES HAVE 12 OUCJ(d' CHAMBERS 782 HOLUMMILLS ROAD ALL PRO. NO. 128 BASALT, COLORADO SERVICE SEPTIC, LLC AUGELLO RESIDENCE 970-818-5033 FIGURE 1 Is 0 PO Box 2844 4L� Gknwoollp6ngs,1081601 Ph Fax 970-618-5033 16-27% December 4, 2006 Michael Augello 782 Holland Hills Road Basalt, Colorado 81621 Subject: Geologic Investigation 782 Holland Hills Road Pitkin County, Colorado Mr. Augello, Project No. 1285 This report presents the geologic investigation for the subject site. The basis of our geologic investigation is the setback between onsite wastewater system (OWS) drain field and irrigation ditches per Pitkin County Environmental Health Department (PCEHD) regulations. The geologic investigation addresses the separation distances between water features and the proposed drain fields."elite onsite wastewater design (OWS) has been presented under separate cover, prepared by All Service Septic, LLC. SITE CONDITIONS The site is located in a residential area where OWS are required. A full cover of native grasses exist at the site. The slope of the proposed drain field location is 5% to the south-southwest An irrigation ditch flows to the south of the property. GEOLOGIC SETTING GEOLOGIC MAP OF THE CARBONDALE QUADRANGLE. C -97-A and GEOLOGIC MAP OF THE WOODY CREEK QUADRANGLE. GO -%7 were used in the investigation. A test pit will be excavated in the area of the proposed drain field prior to construction to confirm the upper soils condition. Based on our experience in the area, and the digging of the percolation holes, the upper soils consist of silty, clayey sand. Ground water is not anticipated within 8 feet of the current grade. The geological maps indicate Terrace and Pediment Gravel (Holocene, Qg) deposits, underlain by the Maroon Formation (PIPm). The Matron Formation consists of clayey siltstone and silty claystone with lenticular beds of sandstone. The general fracture plane of the Maroon Formation indicated on GQ -967 is 11 degrees to the west. The general fracture plane of the local bedrock will not direct effluent directly towards the subject irrigation ditch. The upper soils in the subject area are residual soils of the Maroon Formation and are suitable for proper treatment of effluent. The onsite soils will promote proper treatment of effluent with 4 feet of soil and effluent interface. ' • Geologic Investigation Project No. 1285 ' 12/04/06 Page 2 CONCLUSIONS ' Based on geological conditions and evaluation of risk of contamination of surface water and ground water, it is not necessary to add 8 feet additional distance for each 100 gallons of wastewater flow over I' 1000 gallons per day as specified in the table to prevent contamination. A 60 -foot separation between the absorption area and the irrigation ditch is appropriate to prevent contamination. All other setback distances must be followed. 1 LIMITATIONS ' If conditions considerably different from those described in this report are encountered, we should be notified to observe the conditions. If proposed construction is changed, we should be notified to evaluate the effect of the changes on the wastewater system. If there are questions, please call. ' Sincerely, ' ALL SERVICE septic Timothy R. Petz, P.G. Professional Geologic ' 2 copies II I1 IZ•`1-OCp 0 VICINITY TOPOGRAPHIC MAP - USGS WOODY CREEK QUADRANGLE - GQ -967 1,'OGfnn- NEAREST INDICATED STRIKE AND GEOLOGY - DESCRIPTION OOCAL OF UNITS: Qgb - Older Alluvial Fan Deposits Of -Alliuvial Fan Deposits PIPm - Maroon Formation Q� Ll c1A.a6� o� P � � � �� . � �--��_�<. ' , �,;,,',;a Vii■ v�rn (,afi I�6L ca.�es c�+rcc�, s -r, cxwctj 782 HOLLAND HILLS ROAD ALL Pro. NO. 1285 PITKIN COUNTY, COLORADO SERVICE SEPTIC, LLC AUGELLO RESIDENCE 970-618-5033 FIGURE 1 ' VICINITY TOPOGRAPHIC MAP - USGS CARBONDALE QUADRANGLE - C -97-A t H TH t ' 782 HOLLAND HILLS ROAD ALL Pro. No. 1285 PITKIN COUNTY, COLORADO S RVICB 50 EPTIC, LLC FIGURE 2 AUGELLO RESIDENCE J SUBJECT SITE ' DESCRIPTION OF UNITS: Og - Terrace and Pediment Gravel Kdo -Upper Creataceous and Older Rocks 782 HOLLAND HILLS ROAD ALL Pro. No. 1285 PITKIN COUNTY, COLORADO S RVICB 50 EPTIC, LLC FIGURE 2 AUGELLO RESIDENCE J 0 0 ISDS DESIGN CALCULATIONS - for Pitkin Owner's Name y'M, a,+M�j . '_ a Parcel ID # ftjglf1 House Size (sq. ft.) (75 gpd, 100 gpd, or 130 gpd) 100 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 1000 State Review Required? no Perc Rate (T) Design Flow (Q) = # potential bedrooms X 2 people/bedroom X gpd X 1.75 Q= 1750 Minimum tank capacity 2187.5 gallons Absorption Area (=Q/5 X SART perc rate) A = 1,526 sq. ft. of absorption area required 98 gravelless chamber units without reduction # of Perc Holes Required: 3 DICK 9 9_8 A = 762.80732 sq.ft. with 50% reductionTRENCHFS 78 gravelless chamber units with reduction STANDARD A= 762.80732 sq.ft. with 50% reductionTRENCHES 49 graveBess chamber units with reduction EQ 36 ' 48 EQ36 units in TRENCHES OUICK4-EQ36 763 99 SETBACK FROM WELL # of feet = 160 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 110 SETBACK FROM DRY GULCH # of feet = 85 13 QUICK 4 9.2 1067.9302 sq ft 30% reduction BED 116 chamber units with reduc. 1067.9302 sq ft 30% reduction BED 69 chamber units with reduc. 85 EQ36 units in a BED 1068 167 s flLL' POB02M SEBYII � �� C08'�2 December 4, 2006 Michael Augello 782 Holland Hills Road Basalt, CO 81621 Percolation Test and Repair Onsite Wastewater System Design 782 Holland Hills Road Pitkin County, Colorado Mr. Augello, 40 Project No. 1285 ALL SERVICE septic, LLC performed a percolation test and a repair onsite wastewater system (OWS) design for the subject residence. The property is located outside of Basalt Colorado, in an area where OWS are necessary. A geological report has been prepared by our firm and is presented under separate cover. SITE CONDITIONS A 5 -bedroom single-family residence, having less than 6000 SF exists on the property. The local water district serves the subject property. There is an existing drywell that will be abandoned, although the existing septic tank will be incorporated into the proposed OWS. The proposed drain field area slopes 5 percent to the southwest, and vegetation consists of a full cover of native grasses. An irrigation ditch flows south of the proposed drain field. 601:1411 S ZTaT� The subsurface was evaluated by performing a percolation test. An 8 -foot test pit must be dug to confirm soil conditions prior to construction. Three percolation holes were dug, in the area of the proposed drain field, as indicated. Percolation rates ranged firom 20 to 16 minutes per inch (MPI). A 19 MPI rate will be used to design the OWS. The percolation holes were hand dug, presoaked, and prepared appropriately prior to performing percolation test. DESIGN SPECIFICATIONS The OWS design is based on 5 -bedrooms and an average sewage load of 1000 GPD. The installation must include the existing 1250 -gallon, two-compartment, precast concrete septic tank, with an effluent filter added to the outlet, to be followed by a 12,0 -gallon, two-compartWAW concrete septic tank with a pWV Tank alternatives may be considere4pFive gravellW4hembertirenches, using `Quick -4' Infiltratorim chambers, must be installed as indicated. "Three trete must have 18 chambers each, and two trenches, must havd` 12 chambea each, totaling 78 chambers, equaling 770 SF. Serial distribution must be used to distribute effluent. Construction must be according to the county ISDS regulations, the septic permit provided by Pitkin County Environmental Health Depart- ment, and this design. ly ' Pesion Test and Repair OWS Design Project No. 1285 12/04/06 Page 2 OPERATION INFORMATION AND MAINTENANCE The surface of the drain field should be seeded upon completion. Vegetation is an important factor in drain field performance. Erosion control should be practiced prior to and during re -vegetation. Geo - fabrics or plastics should not be used over the drain field. Livestock should not graze on the drain field. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWS. For Example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a drain field. The homeowner should pump the septic tank every two years and clean the effluent filter as needed. Garbage disposal use should be minimized, and non -biodegradable materials should not be placed into the OWS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWS. No hazardous wastes should be directed into the OWS. Mechanical room drains should not discharge into the OWS. The OWS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, air release valves and weep holes should be installed to allow pump lines to drain to minimize risk of freezing. Excavation equipment must not drive in excavation of drain field due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. Precast concrete tanks and distribution boxes should be used, unless plastic or fiberglass is required. Access to all tank compartments and distribution devices is optimal. INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC, and the county must view the OWS during construction. The OWS observation should be performed before backfill, after placement of chambers and distribution pipes. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. ALL SERVICE septic, LLC should be notified 48 hours in advance to observe the installation. LIMITS: The design is based on information submitted. If soil conditions encountered are different from conditions described in report, ALL SERVICE septic, LLC should be notified. All OWS construction must be according to the county regulations. Requirements not specified in this report must follow county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Please call with questions. ALL SERVIC ptic, LLC Reviewed By-........ lF9� ^�Q" do U 7 ~ d Timothy R. Petz Richard H. 3 copies ss/OW. 15 0 PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT Percolation Test and Soils Data Form - TABLE 1 - PROJECT 1285 PROFILE PIT Date of Test: 11/30/2006 Profile Pit will be dug prior to construction (Percolation test allowed by Pitkin County due to repair of OWS) Hole No. Hole Depth (in.) Interval (min.) Measurement at Start of Interval (in.) Measurement at End of Interval (in.) Change (in.) Percolation Rate (min./in.) MPI 1 28 20 11.50 13.00 1.50 20 13.00 14.25 1.25 20 14.25 15.50 1.25 20 15.50 16.75 1.25 20 16.75 18.00 1.25 20 18.00 19.00 1.00 20 2 29 20 8.25 10.00 1.75 20 10.00 11.00 1.00 20 11.00 13.00 2.00 20 13.00 14.00 1.00 20 14.00 15.25 1.25 20 15.25 16.25 1.00 20 3 31 20 9.25 13.00 3.75 20 13.00 14.25 1.25 20 14.25 15.50 1.25 20 15.50 16.75 1.25 20 16.75 18.00 1.25 20 18.00 19.25 1.25 16 AVG = 19 MPI i • • d N m m .. z z a W o m" o a o 0 0 o n go o w o 0 0 z N O b N b O O h N N e- m a w N O O g g e Z • c� m a a s N m m L m m m a W N N N N 7 N ^N W V a 0 z m V O Y� c O V Z U) Q a 14 n u N c N r 0 � O 0 z I Y V Q m Imd •O IL <' • L N m m a'66_• E L a W CL w L" m" o a o 0 0 o n m o n m o 0 0 N O b N b O O h N N e- C O O O N O O g g Z 3 a a •- i8l'(HUl) PeOH 3iwewt0 leiol Ol 0 Q 0 E 0 N m m a W m" o a o 0 0 o n m o n m o 0 0 N O b N b O O h N N e- C O O O N O O O r OQ Z N m m L m m m a m M � o m L c f0 a m m fA m a m m L 0 m C T m p O c 0 6 p J fA E O co C b O 0 0 R' LL> LL L LL i o O O N N Y 11 m U 0 C N U Q LL e~ O o LL LL � LL L O m u a J J N m p G m Q Q Q J ¢❑ W J m m a � a � m � m = a C m p Ol 0 Q 0 E 0 • ARCHITECTURAL DESIGN SET T[TL-: UPPER LEVEL PLAN ROOF PLAN SHED PLAN SCHEDULE5CEIVE® AUG 5 2003 PITKIN COUNTY BUILDING DEPARTMENT PERMIT SET FOR CONSTRUCTION DATE 7/18/2003 scALe 1/4" = V-0" cREn EOBy DAN RICHARDSON APPROVAL FILE C:Drawings\SDCJwgello\AugelloCO2.1.dwg 2x10@16"O.C.\ =XTEN3 EXISTING VtN I to I O SHAUE ABOVEEXTENT OF I — — — — — — — ARCHITECTURAL C TITLE: LOWER LEVEL PLAN MAIN LEVEL PLAN RECE AUG PITKIN C( BUILDING DEF PERMIT SET FOR CONSTRUCTION DATE 7/18/2003 SCALE 1/4"= V-0" I CREATED BY DAN RICHARC APPROVAL FILE C Dmwings%SD=ugello Aua I /8 SCALE P' – 20' NORTH A TEST PIT WILL BE EXCAVATED PRIOR TO DRAIN FIELD CONSTRUCTION SERIAL OVERFLOW LINES INSTALLEP IN TOP PORT OF END PLATE 78'QUICK-4' GRAVELLESS CHAMBERS IN 5GRAVELLESS CHAMBER TRENCHES, FOR A TOTAL OF 770 SF. THREE TRENCHES HAVE 18 QUICK -4' CHAMBERS TWO TRENCHES HAVE 12'QUICK-4' CHAMBERS UPGRADE ONSITE WASTEWATER SYSTEM DESIGN 1250 -Gallon, 2-Comparment, Concrete Effluent Pumping Tank CONCRETE — RISER WITH LID Tank Adapter — (cost or bolted) Inlet Tee — TANK SPECIFICATIONS Slope Ground Away from Riser Conduit to Control Panel Conduit Seal— PVC Splice Box with Cord Grips Fiberglass Gasketed Lid with Stainless Steel Bolts PVC Riser with Grommet(s) (bond to tank adapter with recommended adhesive) Discharge Assembly Flexible Hose Effluent Discharge Tank Adapter (cast or bolted) Level Control Float Assembly Check Valve (optional) Effluent Pump Drain Port Screened Pump Vault – Placed on Concrete Block CAPACITY REQUIRED = q X 1.75 X (30 HOURS/24 HOURS) = 2188 GALLONS REQUIRED TANK(S) = EXISTING 1250 -GALLON, TWO-COMPARTMENT, CONCRETE SEPTIC TANK WITH AN EFFLUENT, FOLLOWED BY A 1250 -GALLON, 2 -COMPARTMENT CONCRETE SEPTIC TANK WITH PUMP IN THE SECOND COMPARTMENT. SWEEP 12 WAY CLEANOUT DETAILS (N.T.S) TYPICAL PVC CAP DONOT i FINISHED GRADE SEWER LINE -4" SCHEDULE 40 P,V.C\ y TYPICAL PLAN VIEW - N.T.S. SERIAL OVERFLOW LINES Z ENTLDF. - 4"SCHEDC 4"SCHLF 40 \ C. OR 4" SDR 35 RV C. INSULATED COPPER RACER 1\TRF NAY BEINSCALLRDTOLOCATELNE IN PUFURE INFILTRATOR(R) QUICK4(TM) CUT SHEET 12" 34" nn I*] OBSERVATION/VENT PIPES (T"P.) VA4 INFILTRATOR(R) QUICK(TM) QUICK4(TM) CHAMBERS, 3'X 4'--\ END CAPS 6' MIN. N 1'4" 48' CROSS SECTION OF TYPICAL CHAMBER -TRENCHES 4" SDR 35 PVC OBSERVATION/VENT PIPE WITH CAP BACKFILL SLOPE FOR DRAINAGE. —_- �I�IWW'WWWWWWWWWWWI—TIVIAX Ll 16" SERIAL OVERFLOW LINES IN TOP PORT 12" 34" FOR INLETS AND OUTLETS DESIGN 5 -BEDROOM MAIN RESIDENCE, <6000 SF = 1000 GALLONS PER DAY TOTAL LOADING = q = 1000 GALLONS PER DAY PERCOLATION RATE = 19 MINUTES PER INCH CALCULATED AREA = ((1.75 X q) X sqrt 19) / 5 = 1526 SF REDUCTION OF 50%n =763F TRENCH SPECIFICATIONS WIDTH OF TRENCHES = 3 FEET = 1 CHAMBER LENGTH OF TRENCHES = 72 / 48 FEET = 18 / 12 CHAMBERS TOTAL NUMBER OF CHAMBERS = 78 PROPOSED NEW INFILTRATIVE AREA = 770 SF FIVE TOTAL TRENCHES 6' MIN. 1 2' MIN INFILTRATOR(R) -EXTENT OF QUICK4(TM) EXCAVATION CHAMBER, 3'X 4' SCARIFY SURFACE TRENCHES MUST BE LEVEL NOTES: TRENCHES MUST BE ANGLED TO FIT TOPOGRAPHY AND TO MINIMIZE REMOVAL OF EXISTING VEGETATION. INFILTRATOR(R) QUICK4(TM) CHAMBERS ARE CONSTRUCTED WITH A PIVOT POINTS FOR THIS PURPOSE. THE SLOPE AT THE PROPOSED DRAIN FIELD IS APPROXIMATELY 5% TO THE SOUTHWEST. VEGETATION CONSISTS OF A FULL COVER OF NATIVE GRASSES. LIMITATIONS - THESE PLANS MUST BE USED IN CONJUNCTION WITH LETTER AND SOILS DATA FORM PROVIDED. THE DESIGN IS BASED UPON INFORMATION SUBMITTED. IF SOIL CONDITIONS ENCOUNTERED ARE DIFFERENT FROM CONDITIONS DESCRIBED IN REPORT, ALL SERVICE SEPTIC L.L.C. SHOULD BE NOTIFIED. ALL OWS CONSTRUCTION MUST BE ACCORDING TO COUNTY REGULATIONS. THE INSTALLER SHOULD HAVE DEMONSTRATED KNOWLEDGE OF THE REQUIREMENTS AND REGULATIONS OF THE COUNTY IN WHICH THEY ARE WORKING, THE COUNTY AND ALL SERVICE SEPTIC L.L.C.MUST VIEW INSTALLATION Project No. 1285 12-04-06 a�