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HomeMy WebLinkAboutpitkin.eh.264315100005 (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. V Pitkin County Environmental Health Department Permit for an Individual Sewage Disposal System 130 S. Galena St., Aspen, Colorado 81611 Phone 970-920-5070 I FAX 970-920-5074 Permit # 00059 Parcel ID # 2643-151-00-005 Type of permit New( ) Repair( ) Addition to House(X) Name of Owner Patricia Straight Street Address 1550 Woody Creek Road Property legal description Size of lot 4.039 Total square footage of the house 4,076 Water source Private Well # of bedrooms in house 4 # of offices, lofts & similar sized rooms in house Caretaker unit 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) FOUR,Bedrooms Permit information Designed by High Country Engineering Mailing Address 923 Cooper Avenue, Glenwood Springs, CO 81601 Perc rate 28 Profile hole depth 8 ft Depth to groundwater or bedrock +8 ft Septic tank capacity 2,000 Absorption area 1482 sq ft, 30% infiltrator reduction=1482 Comments Septic permit approved per compliance with the engineer design and specifications stamped 7127100. Any changes must be approved by this department and the design engineer prior to them being made. Engineer design is for a 2,000 gallon tank and an infiltrator bed 8 units by 9 units for a total of 72 units. The existing tank and field will be abandoned or removed as necessary. Minimum horizontal distances between components of the system and physical features shall conform to the Pitkin County ISDS regulations. This department does not endorse any brand of products. 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. Permit approved by: Date: Plans and specifications of the propad 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 incl with this before_ the fine approval will be issued. Installer: ��... I C) 1 '�' ASPENN ENVIRONMENTAL HEALTH D�MENT APPLICATI FOR INDIVIDUAL SEWAGE DISP SYSTEM 130 S. Galena St., Aspen Colorado 81611 Phone 970-920-5070/Fax 970-920-5074 Name of OWNER 17AjXIa1A ajl}2A 1�L Owner's Mailing Address 5520 F,1F M(OANT AVts #ZCYO _ �Al__ Q�1lo12 Business Phone: 1120- 12e0 - Home Phone: Q2�1;11- 5 f Z1 Primary Contact Person (all communication regarding this permit will go through this person; Name Contact Mailing Business Phone : G 110. VvK�YZ1 �rNOWMLt`f �i(oS�I -- i0 Cell Phone: `fe Fax qZ7 - Parcel ID # (available from assessor's orrice at 920-5160 or at www.aspen.com/assessor/) a <v 9 3 1 _rj -L - O O - 42 5 Street address of property 155 0 1A/00W Cf3eG-K tOAV Legal Description: Lot _�j 5=ON 156 ,Filing .Subdivision -ToWIJSPip Lf �70�v✓ r - Size of lot: �.03q acres. Type of proposed structure: Size of blog. envelope. N/ Total square feet of house +0-J& h. ct bedrooms in house _ I # of offices, lofts & similar sized rooms in house_ - Caretaker Unit: Attached ( ) Detached ( ) Total area(sq. ft.) of caretaker unit # of bedrooms in caretaker unit # of offices, lofts and similar size rooms of caretaker unit Permit is for: New Home ( ) Water: Private well (x) Spring ( If community system: Name of system Repair due to failure ( ) Remodel/Addition (X) ) Stream ( ) Community/Public (Plater System f i Emerm, nC: The fee for a ISDS application is $330 for a permit that takes 6 hours or less for the department to approve, If appro. al tnne- 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 I, - of application. The remainder, if any, will be due in two stages: first, at the time of issuance of the ISCS permit: second, ocfr final approval of the ISDS permit. Application for an individual sewage disposal system is hereby submitted. I hereby certify that the above information is In! 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. J tiles, irrigation ditches, lakes, watercourses, streams, floodplains, dry gulches, and existing septic systems. I hereby cerof: that any such features not shown on attached site map are not present. Issuance of the permit does not amply the ;par, any other permit required for construction pursuant to Pitkin County codes. No construction may be unde taken ,-! ,i approvals and permits have been obtained. The Aspen/Pitkin Environmental Health Department, Pitkin County and employees of these agencies will be held harmle;< should the individual sewage disposal system fail or malfunction. The permit to construct is issued on information su^min the applicant or his/her representatives. The owner assumes full responsibility in case of failure of the system. Signature of applies -�� Date 7 e*v D Received by Receipt # Date --�7/(w LTU 0005 IDR: 3 A* / Pitkin Environmental Health Deoartme� Contact Log Sheet Acticn b be 0 /C LUNTiP �—✓G/NE .P/NG November 3, 2000 Carla Block Pitkin County Environmental Health 130 South Galena Aspen, CO 81601 Re: Straight ISDS —1550 Woody Creek Drive HCE File Number 2000004.19 Dear Carla: On November 2, 2000, High Country Engineering personnel observed the construction of the ISDS for the Straight Residence, 1550 Woody Creek Drive in Pitkin County, Colorado. One 2000 -gallon septic tank, with baffle, a distribution box and 56 standard Infiltrator units had been installed, and minimal backfilling had taken place. The installation of the system was in conformance with the intent of the design. If you have any questions. or need additional information, please contact us. Sincerely, HIGH COUNTRY ENGINEERING, INC. Roecr D. Neal, P.E. Project iviandger RDN/djw oil CmTer 4vetute, 14 Lwerne s Drive Faq Suite B-144 I Glenwood Springs, CO 81601 Fi glewood, CO 80112 41 Telephone (970) 945-8676 - Fu (970) 945-2555 Telepbone (303) 925-0544 - Fax (303) 925-0547 141 Sr ft Ge fV0 tech June 27, 2000 0 Hepworth-Pawlak Geotechnical. Inc. 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone: 970-945-7988 Fax: 970-945-8454 hpgeo@hpgeoleeh.com Patricia Straight 520 East Durant Aspen, Colorado 81611 Job No IOU i2o Subject: Percolation Testing For Proposed Addition to Residence at 1550 1Vood,, Creek Road, Pitkin County, Colorado. Dear Ms. Straight: As requested, a representative of Hepworth-Pawlak Geotechnical, Inc. conducted percolation testing at the subject site to evaluate the feasibility of an infiltration septic disposal system. The results of our work are presented in this report. The work was done in accordance with our agreement for professional services to you, dated June 21. 2000. A profile pit and three shallow backhoe pits had been excavated at the locations shown on Fig. 1 and percolation test holes had been dug and soaked prior to our site visit. The soils exposed in the percolation holes are similar to those exposed in the profile pit and consist of about 1 foot of topsoil overlying silty sandy gravel with scattered cobbles to the profile pit depth of 8 feet. Groundwater was not observed in the profile pit and the soils were slightly moist to moist. Percolation tests were performed on June 21, 2000 by a representative of Hepworth- Pawlak Geotechnical, Inc. The percolation test results are presented on Table I The percolation test results indicate an infiltration rate between 24 and 30 minutes per inch with an average of 28 minutes per inch. Based on the subsurface conditions obser% ed and the percolation test results, the tested area should be suitable for a conventional infiltration septic disposal system. If there are any questions or if we may be of further assistance, please let us know. Sincerely, HEPWORTH - P Jordy Z. Adamson, Jr., P W I s°J 29707 1 i (� Rev. by: SLP o �/ �( JZA/ksm attachments FSS%p....... ' Ge G cc: Furr/Foss Architecture - urr High Country Engineering - Attn: Deric Walter 0 HEPWORTH-PAWLAK GEOTECHNICARIC. TABLE I PERCOLATION TEST RESULTS JOB NO. 100 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) AVERAGL PERCOLAI KUr. RATE (MINANCW P•1 42 15 11 10 3/8 5/8 30 10 3/8 1 10 3/8 10 9 % '4 9 % 8 3/. A 8 % 8 '/a %a 8 '/. 7 3/. 'A P-2 40 15 6 5 5/8 3/8 30 5 5/a 5 3/8 1/1 5 3/8 5 3/8 5 4 %, A 4'A 4 A 4 3 % A P-3 47 15 12 11 '/, 11 % 10 'A % 10 'A 9 % % 9 % 9 /+ 9 8 Y. /• Note: Percolation test holes were dug in the bottom of backhoe pits and soaked prior to testing. Percolation tests were conducted on June 21, 2000. The average percol.;,i rate was based on the last two readings of each test. ASPEN/PITKIN EN*ONMENTAL HEALTH DEPARTNfE T ISDS DESIGN CALCULATIONS Owner's Name Parcel ID # 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 800 State Review Required? no Perc Rate (T) Design Flow (Q) = # potential bedrooms X 2 people/bedroom X gpd X 1.75 Q= 1400 Absorption Area (=Q/5 X SQRT perc rate) A = 1481.6207 sq. ft. of absorption area required 96 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 sxe and soil conditions are optimal. If a reduction is being proposed, describe why lot size and soil conditions are optimal: A = 1037.1345 sq.ft. with reduction 67 gravelless chamber units with reduction Type of system: []Absorption trenches []Absorption bed [] Gravelless chambers []Dry well []Seepage Pit []Other (type) Minimum tank capacity 1750 gallons SETBACK FROM WELL # of feet = 132 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 82 SETBACK FROM DRY GULCH # of feet = 57 Printed on Recycled Paper FAX TO: Phone: Fax Phone: CC: E Susan Furr 927-5453 Roger Neal, High Country IREMARKS: ❑ Urgent ❑ For your review RE: Patricia Straight ISDS application 1550 Woody Creek Rd Date: 7/26/00 Number of pages including cover sheet: 1 FROM: Nancy MacKenzie Phone: 970-920-5076 Fax Phone: 970-920-5074 E-mail: nancym@ci.aspen.co.us ® Reply ASAP ❑ Please Comment I have just reviewed the application packet and engineer design stamped 7/7/00. 1 cannot issue the permit until the following corrections are made: 1) The house size is —4,000 sq ft. According to the Pitkin County regulations, the engineer design must be based on a daily flow of 100 gpd, not 75 gpd. 2) The engineer design does not show the well, water lines and any irrigation ditches. These must be shown and it must be indicated that they must meet the required setback distance from components of the ISDS. 60, 'O APELICAL NL PRIOR T4_QB.T.AINIYGAN INUM-.11.Fi.Ai .SEYVA.GE DSSP )SAL Sy'VEM 1>FRnf l I..�..,��.ct'�FyIC�i_��C�'�.i�pl��..-.._ ;nnt:;,:c „�.,r:e. ; •i,�m .recent t!i,. rerpousibility for obtalabig all soil inforuiation and othrr royulrements of Ili: Environmental I(calth Department that are neces\al) to obtalu an Iadi\idutl! Seii age Disposal System (ISDS) permit, and komv that It building perwit will not `n' issued until the VUS permit has been issued, I rew.-inize thm I s:n subtr"tir:1 anpiieation fo, a building pennit without A:onlpl.un; the necc�sar field wo! 1. permit to consrnict du ISDS. I realize that I may iar.r addiumvil e.Npense'-: plan check, cacrgy co&,, and zoning revi,:\% ter, :( c: !,dei to tTt} On neoesssn recognize that, b) entering the bulltiifq i:cnuir ,mriieation fashion. + .at taking a risk that might ultimately limen I carz,otct:i;G nil Ole -'Ic! - question, the dwotlfng alight be smaller thatl )jLinally desiznt.i, ;irtd tit::, I !")I submit 4!1 entirely new set of plana, I furdwr accept the fr'.ct tiha! by LaAinv to rc plans it tray ct,usc extended delays to issuance vi the t;em;a 1. ; �:,, kris waiver will not apply if :he project hLi i•,y: d `INNJOUS t)I anp,1-. .:! !,t Pitkin Cowity 5tatin3 that an ISI)perr:tit Aust be obtain.d nnur to suhrt;n!r. l ! '!, t the Auildhig Department. If the applicant warts !o apply rot. the -Wli4er" applicant must request that the Cowuy chan,s th; co,l• ai:n of appn,,ai pia.:•,. granted. 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' 51 TE PLAN '� uwu• r . io< w+eo po box 421 0018 muledew nm anowmaea w 81854 970-927-2630 5453 fax 701-232-2887 Uow Jet toss ala wear) fum K xNet M A ArAww w U rfwn wa wiwoY nos. Nw m oast e1,YlYAY Ye,r�a H twat u fwnrta wa urm alo. Na xaurloil ro A art rile nwawrrt. ,Yrsr Ar I«ne uA Alo wcr uw. iia m v.a r n.w u, r MrVa rM wrr YTeOe IA n/rilif. u. oArm w nwuA RYefr rues u. marl oxwYw Y ro NfTw eufillif ->.•. r raM roY VMarwn. Ya ImYr ro w raiwr Y,.rs Ne fTNw1f rw.eDa r rvY w vu+iai feeeYc.iwaaraJ ro A eeoYYa ii. fwaef w fTru Xn JNa evla w rAxle rwx ro w sero. rarwm cww faNm rml rtlnAi AN.Wi. 1 Mr{l YAf M •i► eA nM YA71 YnL RN.MY Yee. steeXneape New nM canvcrA re .ser iMnwml wm anal n ewa�r.lw .e ewrecrn. =1lIALe W1W VTei1 N Im®. . 4f4Tx.N N /el rVlr Re.VVENTIAL ADDITION FOR Patrlola Straight 1550 WOODY CRE K ROAD PITKIN C,0UNTY 60 I I YRi YJael I Rernwl YJeea I oAn F umr 1 a. AeJ(T VJaal fA M1.w ...RN xPW OOHe.uMlf w ,a,l xelY. fw,Y T. YY MW HArlmof T La b� I I YRi YJael I Rernwl YJeea I oAn F umr 1 a. ❑ NNNb/ srNN! V po box 421 0019 muledeer Nn snow pass w 01664 970-927-2630 5463 fax 701-232-2667 (John) Jet loss We susan fua KNISH 51-NIDU"- ® - BTN Y.MI KiK O ��� KmIW.m M /OI CIt4'IM O - W T.1 NI1. WRaN.rwwM rA1 GpTW 0 e1®a - CNt q1 KTaOMm rNNf ISiIMI TO 1MTG1 rMN:W Rwo, ® srgalalm-rNlN�e sT[M ,Nlrw cqa © adTD_e@Nf - �CNLNRM. GMMi. wLmM.Y IA �lT. q ArrRpyey ILIOWI•m. aiw� 4/ ren OAOI © O G`�I�1a11' IYL®hl liMiD-1'1TIe vMf - 0.0 NO N. N1WIr.Wl10 O eCd I® rlW Klw m (r arem°e ® fi0[-2LnA1LQ d1BY' <&> a2 yqsssw.. Ism CMOI Lf�I-NI'R AaOI © LlaLatl -Nl Fee Ole�l OO f1 -eel ePefJJ Orlr! eu� wort . see ePYII lQW.WMdtlROAID13ya - ne a MTN exllnX! ti e arax O C®IfACb' Paoal�Y - ��* Mm !Tare on AT +esnsenm .! ren awa Qa = —:.see sae RCSID@1T1AL ADDITION POR Patricia Straight 1550 WOODY CRMC ROAD RIMIN COUNTY CO rile nLVRI4N1 WL1YA r111Y1IGr{.4! rnalfi NR®e MTIAIlIIr ' w own T JN'loN flAQr/Na�lpl gvrowl xl4sl I owm lits ereer � a . 10 sc urs Oo box 421 0019 ngWeer nn anowmaea w 81864 970-927-2530 5463 fax 701-232-2667 (John) Jet foss ala ernan torr FINISH V-HC26LC Oft ® - ADM.LT e.."r <8> e- HA1eMY etM. M OD WIN&Aolm - m T.D I"a. NAf1eeIL Pb ro ® Y®m-Drm 6 rYTwun XwXr wwX ® a�-IMH. 9tfYrolR OMa Qtle®Jeu - Xo"DG.RK GXNeL ularn» ro rw DYT.OR MFl.D!m ILTGM.1a RAID» r!t aY.ta WW4aElv➢le-GDpAx-rtAlrtp»rn aMa. 0 - taemAw Baum - rbDn� vAv - m A.D M" XttX"u Alli O Oefi - H+mDrc wm - rwAw.m.'CCD Auwun eY Dlrbl �amatu-»Xw D/Ire ®�-»raeGrlre ® Lllaetl -» rw enr. fmtl2riLaae� - nY DI'rN llwsw bwe - (m errs ® (�]�1;-_.ATIaOm.RN ROTI fxI »Yr"n ro ra oMw O fa10@.xea - Dr Drrb RP51Df91TIAL ADDITION POR Patrlclo Straight 1590 WOODY GREEK ROAD FlTKIN COUNTY co ru TTrr ��"r IYa Mit .rD1DnRY - - T JN aDO:J UlIAA"e/�'�l /"�� eltsrber IrvraX waw r DAn — 0 RPR 13 '00 61:49PM PERCHES/PR LTD W.C. 3039201c=_ f DRILLING & PUMP CO. ,.r LICENSED *165148 R. R. I Boa 30•B Y N° C+rbetdale. Cdoredo 8Ie23 DATE ;.. — / s- t T NO Casing I— Sipe Peer Sue Waco i bsc c�aied �S� 'th I.D. oPerf. Perf.— , Level_! _ _ -a it .D __. _•- __- . . - I � 1 i � A I%% handling charge pct month will be added 15 days from first hifliw Due and payable upun completion is I5 A WOF THE_PR D WELL and the area on •'v water II be used must be _ ated on the olagram below. LrNTEA ECTION II section, 6v10 acres) for the well location. S7n0 FEFT ---•} r I � I 1 sK)R'H SE(:CT_ON LINE eW1. 2 I( }- - -- -+- — In + t '_-fOVrk SECTlpN LINE i rile ::al �n .n J••r; t ;nJe l cr✓5 _— art.: lira: ,..i .-. •_ ,...,E i 4A 9.. -aa • . „ c 9p''n - ... -e wn rr10, •'r-.alny c.^ p.n of Haler per •:ear r , Orin anuavaly lar one aay Droa,[es 4 47 yCre feet Qj (IfLOW._YVATE-R WILL-BE_.USED: (6) THE MUST BE LOCATED BELOW by dist Wm section lines. q it. from -sec. line (north or south) r O=fft. From r16T sec. line (east or west) LOT FLOCK - FILING • SUBDIVISION— (7)TRACT ON WHICH WELL WILL U LOCATED 4 ti p� + _ '. _-t�Qlthisbe the only well on thitylr1mv-464 r Plaaiin Calling _L7. in, from ftto tt. Perforated casing 5 �A._ in. From ft. ___ in. from hto-.- it. (9) FOR REPLACEMENT WELLS give distance and direction from old well and plans for plugging it: No. of teres' �, �P f ION r•r ,1 j^ ^d .+Orel Hcusehold u5e and domestic wells must indicate type of disposal system v 11140.,nn, wed` Legal Oeto.rphon or land an which used WVt TiSI STATUS) THAT THE INFORMATION SET FORTH HEREON IS – SEST OFHJ1� KNOWLEDGE. I aroma 1..A• 1 111111111 I `u i_ TR COL.UhADO DIVISION OF WATER RESOURCES Ju ftmcdldg.. 1643 Shomen St., Den"et, COIOrw203 PERMIT APPLICATION FORM I )A PERMIT TO USE GROUND WATER PKI A PERMIT TO CONSTRUCT A WELL FOR: (>0 A PERMIT TO INSTALL A PUMP H Er LACE MEN I FOh •Ni7 maiiinggaddress Wpm.i------- -#.��.. -- Iz� --- -- -sits 4ti U ;NE t 't. D A 1 A J i n h, I+ ^{:1.d^ IN: f 7 ., k _ 3Sztgk.JFD FO CAL tif. •v taI ';?UNICIPAL Id1 RE�E4VeN FOR OFFICE USE ONLY: 00 NOT WRITE IN THIS COLUMN Roceipt No _& y f e 5 i darn ------------- Dist _.�.-------._. CONDITIONS OF APPROVAL This well shall be used in such a way as to cause no mate[iai injury to existing water rights. The issuanceof 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. I APPLICATION APPROVED W.D.COUNTY DATE ISSUED ---- .. — — -- — EXP!RATION DATE —.-- --_--- 781.1 lZIOI By (MAAT ENGINEER)- — 20 0 EXISTING WELL ATER LINE (MEETS NECE'. SETBACK REQUIREMENTS) GRAPHIC SCALE 10 20 40 ( IN FEET ) I inch = 20 ft. NATURAL GROUNDp a - S. 4 0 SOLID PIPE SIDES / ROUGHENED %�� 0 12" j�j 0 1 ���, 0 36" REMOVABLE CAP CUT HOLE IN TOP OF INFILTRATOR UNIT FOR INSTALLATION OF INSPECTION WELL PIPE VICINfTY MAP SCALE: I"=2000' R GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PITKIN COUNTY O j. SYSTEMS, EVEN THOUGH ALL SUCH REQUIREMENTS ARE NOT SPECIFICALLY NOTED ON THE DRAWINGS THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH SPECIFIC DETAILS AS Q ARE REFERRED TO IN THE ABOVE MENTIONED REGULATIONS. �V FLOW FOR BED: p N 4 BEDROOMS + 2 PERSONS/BEDROOM . 100 GALLONS/PERSON/DAY IS: 800 GPD = AVERAGE DAILY FLOW. QO DESIGN 1.75. AVERAGE = 1400 GPD (0) W U SEPTIC TANK: Ir i .c O 1400 GPD . 1 DAY/24 HRS • 30 HRS = 1750 C (, U z0Q MINIMUM SIZE = 2000 GALLONS �C) STANDARD ABSORPTION AREA: az aY A = Q ftQ=MAXIMUM FLOW _T 3 t=PERCOLATION RATE = 28 min./in. a = 1400 = 1482 SF -- o Z . +USE OF STANDARD INFILTRATOR UNITS IN BED CONFIGURATION: Z (30% REDUCTION- (1482 S.F.+0.70) 015.5 S.F./UNIT, Q 67 UNITS REQUIRED. RECOMMEND AT LEAST 72 VICINfTY MAP SCALE: I"=2000' R GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PITKIN COUNTY O 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 Q ARE REFERRED TO IN THE ABOVE MENTIONED REGULATIONS. 2. FLOW FOR BED: p N 4 BEDROOMS + 2 PERSONS/BEDROOM . 100 GALLONS/PERSON/DAY IS: 800 GPD = AVERAGE DAILY FLOW. QO DESIGN 1.75. AVERAGE = 1400 GPD (0) W U SEPTIC TANK: Ir i MINIMUM TOTAL TANK SIZE: O 1400 GPD . 1 DAY/24 HRS • 30 HRS = 1750 GPD U z0Q MINIMUM SIZE = 2000 GALLONS �C) STANDARD ABSORPTION AREA: az aY A = Q ftQ=MAXIMUM FLOW _T 3 t=PERCOLATION RATE = 28 min./in. a = 1400 = 1482 SF -- o H +USE OF STANDARD INFILTRATOR UNITS IN BED CONFIGURATION: Z (30% REDUCTION- (1482 S.F.+0.70) 015.5 S.F./UNIT, Q 67 UNITS REQUIRED. RECOMMEND AT LEAST 72 UNITS. 3. CLEAN OUTS ARE REQUIRED AT ALL BENDS AND AT LEAST EVERY 100 p FEET ALONG THE HOUSE SEWER. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL WATER TIGHT COMPONENTS, PRIOR TO THE ABSORPTION AREA, (n TO PREVENT INFILTRATION. 5. TOPSOIL COVER MAY BE VARIED (WITH 1 FOOT MINIMUM) TO ALLOW LANDSCAPING. 6 INSTAL RI vi 4" 0 PERFORATED PIPE L SE S AS NECESSARY TO BRING ALL ACCESS POINTS TO WRAPPED IN FILTER FABRIC WITHIN ONE-HALF FOOT OF FINAL GRADE. INSPECTION WELL DETAIL IN T.S FINISH GRAD(" 4" COUPLIr 4" SEWER 4•' T PVC WYE PVC CAP F� CLEAN OUT ASSEMBLY " RISER 45• SWEEP BEND SEWER CLEAN OUT DETAIL TS 7. LOCATIONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG AS ALL MINIMUM DISTANCES AND SLOPES MEET THOSE REQUIRED. 8. PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM ABSORPTION FIELD AREA USING DRAINAGE SWALES AS NECESSARY. 9. SOILS AND PERCOLATION INFORMATION FROM INFORMATION PROVIDED BY H,P GEOTECH, INC., JOB NO. 100 526, DATED JUNE 27, 2000. 10. THIS DRAWING DOES NOT CONSTITUTE AN ISDS PERMIT. PERMIT MUST BE OBTAINED FROM APPROPRIATE CITY OR COUNTY OFFICIALS. ENGINEER MUST OBSERVE CONSTRUCTED SYSTEM BEFORE BACKFILL AND PROVIDE REPORT TO COUNTY. 11. THIS SYSTEM IS SIZED FOR TYPICAL DOMESTIC WASTES ONLY. BACKWASH OR FLUSHING FOOWS FOR REVERSE OSMOSIS UNITS OR WATER SOFTENERS NOT. B--rI;TRODUCEOINTO TH-IS SYS.TEM-- 12. SITE PLAN INFORMATION FROM FURR/FOSS ARCHITECTURE; JUNE 2000. 13. INSTALL BLUEBOARD INSULATION OVER SEWER PIPE WHEREVER DEPTH IS LESS THAN 5.0 FEET. 14. THE ENGINEER SHALL BE CONTACTED FOR SITE INSPECTION PRIOR TO BACKFILLING OF SYSTEM COMPONENTS. GENERAL ABSORPTION BED NOTES 1. ABSORPTION LATERALS SHALL NOT EXCEED 100 FEET IN LENGTH. 2. THE BOTTOM OF THE ABSORPTION BED SHALL BE LEVEL. 3. DRAINAGE DITCHES ARE TO BE PROVIDED ABOVE AND AROUND BED, AS NECESSARY, TO PREVENT SURFACE RUNOFF FROM ENTERING ABSORPTION AREA. 4. BED LATERALS SHALL FOLLOW CONTOURS. 5. INSTALL INFILTRATOR IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS 6. BED BOTTOM AND SIDEWALLS MUST BE RAKED TO REMOVE SOIL SMEARS INCURRED DURING EXCAVATION. 7. NO EXCAVATION OF ABSORPTION FIELD IS TO BE DONE DURING WET WEATHER AND USE OF RUBBER TIRE VEHICLES OVER ABSORPTION AREA IS PROHIBITED TO MAINTAIN GOOD SOIL STRUCTURE. 1'°AVnI I V" l"et Z D O U _z Y H- a O z W O N to � z W W rr � 0 O U Cr W 0- z 0 N W p U) p 1n p W N W 111 W WZWC) W r^ ZQ �Im yLL Y rl U N x ■ O W O W Cl) W Q D U p N QO rj) W U r Ir i W O >- U z0Q z �C) 3 az aY � 3 a Q o H p p Z \ Q Z p p (n m vi w W 2 Y C J p p U p l W WZWC) W r^ ZQ �Im yLL Y rl U N x ■ PPOJEi T NO. 2000004.19 SHEET 1 0 F 1 M. W Cl) W J U QO rj) W U Q Ir n� W U >- U z0Q �C) 3 az aY � 3 a Q 0 Z PPOJEi T NO. 2000004.19 SHEET 1 0 F 1