Loading...
HomeMy WebLinkAbout704 Mountian View Rd - 239122202008 - 159296ISINDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, Colorado 81631 _ Telephone: 328-8755 8(11o55(,0 1592 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. Please call for final inspection before covering any portion of installed system. OWNER: Timothy & Jennifer Mullikin PHONE: (970) 963-1698 MAILINGADDRESS: F.O. BOX 712 city: Basalt stele: CO Zip: 81621 APPLICANT: Same PHONE: SYSTEMLOCATION: 704 Mountain View Rd., Carbondal- xPARCELNUMBER: 2391-222-02-008 LICENSED INSTALLER: Stutsman & Gerbaz, David Stutsman LICENSENO: 14-96 DESIGN ENGINEER OF SYSTEM: Schmueser Gordon Meyer Inc.. Dan Cokley INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 1000 GALLON SEPTIC TANK ABSORPTION AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED 675 SQUARE FEET OF TRENCH BOTTOM. via 20 infiltrator units as per design SPECIAL REQUIREMENTS: Install per engineer design dated May 20 • 1996, Scarify soil interface before placing material over trenches Engineer is responsible for final inspection ENVIRONMENTAL HEALTH APPROVAL: z DATE: May 22, 1996 CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25- 10. 104. 1973, AS AMENDED. 2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT AND CAUSE FOR BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT. 3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM: (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED ABSORPTION OR DISPERSAL AREA: 720 SQUAREFEET. via 20 infiltrator units @ 18sq' per unit. INSTALLED SEPTIC TANK: 1000 GALLON 180 DEGREES 20 FEET FROM the hark of the houses_ SEPTIC TANK ACCESS TO WITHIN 8" OF FINAL GRADE AND PROPER MATERIAL AND ASSEMBLY _X YES _ NO COMPLIANCE WITH COUNTY / STATE REQUIREMENTS: X YES NO ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS CORRECTED. COMMENTS: Engineer final approval received 4-20-98- 1 ENVIRONMENTAL HEALTH APPROVAL: DATE:April 23. 1998 ENVIRONMENTAL HEALTH APPROVAL: DATE: (RE -INSPECTION IF NECESSARY) RETAIN WITH RECEIPT RECORDS APPLICANT / AGENT: OWNER: PERMIT FEE PERCOLATION TEST FEE RECEIPT # CHECK # (Site Playa MUST be attached) a �� ..��...,.... ... .!`. .. r a vl. aaar as v va a a .raau•au.! ]Tl 1! V ISDS Permit I APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMYT ENVIRONMENTAL HEALTH O`I�`'FIcE- EAGLE COUNTY i• Y 6 BO`.j/179 EAGT,F, Co -81631 328-8755/927-3823 (El Jebel) PERMIT APPLICATION FEE $I50.00 * PERCOLATION TEST FEE $200.00 * MA CE ALL. REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" � PROPERTY oWrrFR: 1410' kph ij,m6+h a.f--�e,nr����,� - PHONE:,�0 9�jb�$ MAILING ADDRESS: �O�o K %'f a Asa J- C p 16a� APPLICANT/ CONTACT PERSON • Ye A n � f el w 11 r' 1K i, �� PF3t�NE t �`70 � a�--- / ' 3 t i j MATLINC ADDRESS: <ame a5 aLok C ,.. LICENSED ISDS CONTRACTOR: if 3P-CC5 C-e'r%�Q 2 PHONE t l 70 CoMPANY / 1 BA : � an - y �b a a ADDREss : o, s's VEnHIT APPLICATION IS FOR: (�() New Installation Alteration Repair LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Building Permit (if }mown) .,LegalM Legal Description: Subdiviors S e\�1ounU AvievJ nd Filirbg:BIoCk:�Lat NCa.j-- Tax Parcel Number L Lot size: as s�14C Street Address. ' lvjoukA a,n view Car6ncilale, co 716 a 3 �,�r5:�edF9ki4k7k*7k�rsk�eirytr*�k7k�EnkgSr#,k�ir�e,i xkak•A k rk�k•irytle�7tyt'!r*trek,Yyits3rk��lr•kdt��'sick.k�sF�*7�ak'7tk**eF'+iC71'*7k'ak'a�7k BUILDTNG TYPE: (check applicable category) (X Residential/Single Family ( ) Rouidential/MUlti-Family* Number of Bedrooano ( i Commercial/Industrial* Number of BedrooTas �� `L Yppe TYPE OF WATER SUPPLY: (Check applicable category) ()4) well ( ) Spring ( ) Surface ( ) Public Name Of Supplier: *These systems a wire de by a Registerod Protess3orr�1 ngit�eer SIGNATURE: TO BE COMPLETED BY THE COUNTY AMOUNT PAID: f?FrF1j CHECK C f /f' , Ptst-ite Fax mote 7T71 buts Ira From Cn./Dept, a=F'1 6- Community Development Department (970) 328-8730 Fax: (970) 328-7185 TDD: (970) 328-8797 EAGLE COUNTY, COLORADO April 23, 1998 Timothy & Jennifer Mullikin P.O. Box 712 Basalt, CO 81621 Eagle'County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Final of ISDS Permit #1592-96, Tax Parcel #2391-222-02-008. Property location: 704 Mountain View Rd., Carbondale, CO. Dear Mr. & Mrs. Mullikin: This letter is to inform you that the above referenced ISDS Permit has been inspected and finalized. Enclosed is a copy to retain for your records. This permit does not indicate compliance with any other Eagle County requirements. Also enclosed is a brochure regarding the care of your septic system. Be aware that later changes to your building may require appropriate alterations of your septic system. If you have any questions regarding this permit, please contact the Eagle County Environmental Health Division at (970) 328-8755. Sincerely, Janet Kohl Environmental Health Department Eagle County Community Development ENCL:Informational Brochure Final ISDS Permit cc: files Community Development Department (970)328-8730 Fax:(970) 328-7185 TDD: (970) 328-8797 EAGLE COUNTY, COLORADO Date: May 22, 1996 TO: Stutsman & Gerbaz FROM: Environmental Health Division Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 8 1631-0179 RE: Issuance of Individual Sewage Disposal System Permit No. 1592-96. Property Location: 704 Mountain View Rd., Carbondale, CO., Mullikin residence. Enclosed is your ISDS Permit No. 1592-96. It is valid for 120 days. The enclosed copy of the permit must be posted at the installation site. Any changes in plans or specifications invalidates the permit unless otherwise approved. Systems designed by a Registered Professional Engineer must be certified by the Engineer indicating that the system was installed as specified. Eagle County does not perform final inspections on engineer designed systems. Your TCO will not be issued until our office receives this certification. Permit specifications are minimum requirements only, and should be brought to the property owner's attention. This permit does not indicate conformance with other Eagle County requirements. If you have any questions, please feel free to contact the Environmental Health Division at 328- 8755. cc: files Schmueser Gordon Meyer, Inc., Dan Cokley EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P-O- Box 179 - 500 Broadway - Eagle, Colorado 81631 Telephone:328-8755-- YlrltOW copy pF PERM MU$ rm PM7W AT INSTALLA 17ON 0715. Pleas@ call far final Inspection before covering any POnIQn of installed symem, v PERMIT NO. 1592 ONINEW Timnth.X & Tennifer Mullikin PHONE: 70 63-16 8 MAILINGApORESS• P •0-_BOR 712 Cnr; Basal � sly.: CO �: 81621 APPLICANT' %NE: SYSTEM LOCATION:-704 MOUntAin Vi p&Z J3 �rbond'"�PARCELNIUMBEA: — —008 LICENSED INSTALLER; S , ams n a z R3 V d R tn t cMan NO DES IGN ENGINEER OF SYSTEM! ehm Cesar GerdoTA Maxer Inc., pA-m Co l INSTALLATION HEREBYGRANTED FOR THE FOLLOWING: -1Q Q__C3ALLANSEPTICTANK ABSORPTION AREA REQUIREMENTS: SWAREFEETOFSEEPN3EBED --fi —SOUAA6FEETOFTRENCH80TTOW. Via 20 infiltrator unite as per design SPECIAL REQUIREMENTS: __Ilastaj.i Pb .r Erl nPiP dgqIgn dated a 211 p S sari f3E o be cinyer trenches. F"In r 1s r au i ,_ ems_ ENVIRONMENTAL HEALTH APPROVAL:` XaX CONDRTORM 1. ALL WSTAuA v]N$ MUST COMPLY WRN ALL REQUIREMENTS OF THE EAGLE COUNTY W01VIDU0L SEWAW DL9PM& SYSTEM AMULAT404. ADOPTED PURIiLIANT TO AUTHORITY ORANTEO IN 25.10. i0a, IVS, AS AMENOEIA 2. THIS PERMIT IS VALID ONLY FOR CONNECTION To STRUCTURES WHK.`H HAVE FULLY COMPLIED WITH COUNTY 2041114 AND BULDWO REOUIREMIEMTS.' OONWTION TO OR USE WITH ANY OWELLNO OR STRUCTURE NOT APPROVED BY THE, ZONINA AND BUi.DING OGPART1fENT8 SHALL AUTOMATICAiLY 8E A VIOLATION OF A REOUIRSMENT OF THE PERMIT AND CAUSE FOR BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT, 3. CHAPTER Iv, SECTION 4.pM REQUIRES ANY PERSON WHO CONSTRUCTS. ALTER@ OR M rALL8 AN INDIVCKJAL GIEW0tr3E DISPOSAL SYSTEM TO SE LICENSED. FINAL APPROVAL OF SYSTEM; (TO BE COMPLOED BY INSAECTOR). NO Sy EM'SNALL H De'DAW TO H IN CCMPLIANCr- Wlrr{ rrIEE EAGLE COUN - iN:Ile7DUALjFAF i;;j D1Si'ri&eii, aY,� ',�} Wgrt7LA11QNS UNA iriE iYSTfIiA 13 APPiGi°FD PRIOR TO COVERING ANY POWRON OF THE SYSTEM. ry INSTALLED ABSORPTION OR DISPERSAL AREA. SQUARE INSTALLED SEPTIC TANK, POP GALLON 'DEGREES G+�� FEET FROM SEP71C TANK ACCESS TO WITHIN e" OF FINAL GRADE AND Y' Lk r".I PROPER MATERIAL AND ASSEMBLY Jt yqg NO GOMPLIANCEWITH COUNTY / STATE REdaUIREMEkTS: YES _,NO ANY ITEM CHECK0 NO REQUIRES CORRECTION BEFORE , CFINAL APPROVAL OF Sl+s1>eM 15 MADE ARRANGE A R!r-IN PE�j®N WHEN WORK is COJIRECXD COMMI�NTS; � 5 d S l 2 I'BELOW mzmC1vw&-m -Two— iaoI Lo1ri a3-. 16�4 vt h,i SC 6, ZS' LOA& = ENVIRONMENTAL HEALTH APPROVAL: `� DATE; ( C3 ENVIRONMENTAL I-IEALTM APPROVAL: \I DATE! !RE•INSPEGTIDN IFNEe%SSARY) RETAIN WRN RECEIPT RECORDS APPLICANTi AGENT: OWNER., _ PEAK 1 PEE PERCOLATION TEST FEE RECEIPT r CHECK • ('007 ve-(M4 j�)59�2-16 i5ayl e Cou,n% 6nvi(oA m eA-M flea (A Plfoe--o(fend our -rS D-s P e(m if ► olb 4e �) $ Cansfi�n c -ion ear. Col\sfruc- i*on has b-eguq(\fn a+ 7®Y fr)oa'n Vr eo Rd Ca c by n Aa ( ad w-e_ ex P-ec+ t) con 5 c f �-H e _ -r- s 1�\On k _ okA V e much. 109/29/1995 11:51 3039232766 BOB NELSON, NEWS,LTD PAGE 02 Nelson Et"r(MIMMNI & ftsWW4�iw Sol Ltd E September 21, 1995 Mr_ and Mrs. Tim Mullikin S P.O. Box 712 Basalt, CO 81621 Subject: Soils Evaluation and Percolation Tests for individual Sewage System Design for Lot 7, Aspen Mountain View Subdivision, Filing Two, Eagle County, CO on Mountein View Drive Dear Tim and .Jennifer, As requested, Nelson Environmental and Wastewater Solutions, Ltd., performed a soils study and percolation tests to design a septic system for the proposed residence. We conducted this study according- to Sections 4.04 and 4.05, Chapter iV (Indivi ual swage Disoosai SysteM;j of the Eagle County Code on September 10, 1995. We have based our recommendations on the subsurface -conditions encountered during our site visits. The plans for the residence are for a three bedroom, two bathroom, two-stOry-house. The location of the proposed residence and the area -for the -sewage--disposal' field are shown on Figure 1. Without water conserving toilets, the ultimate wastewater flow from this residence is estimated to average 450 gallons per day (GPD)1 as specified in the Eagle County Code. The investigated site is a lot of approximately 3 acres on Missouri Heights. The property is served by a subdivision well, located on the western edge of the property. The -ground surface, which appears natural in the proposed area of the absorption field, slopes to the South at a 15% grade. There was a typical vegetation pattern of oak brush, sagebrush, grasses and cactus over the undisturbed areas of the property. A soil profile pit, within 15 feet of the proposed absorption area, was excavated to e depth of eight feet. No ground water was encountered in the profile excavation. Bedrock was not present within profile pit. However, there was some loose cobble and basalt rock on the surface and within the subsoil matrix. These rocks were from three inches to twenty-four inches in diameter and intermixed with the subsoil from approximately four feet and down. The soil textures encountered were a clay loam 09/29/1995 11:51 3039232766 BOB NELSON, NEWS,LTD PAGE 03 Mullikin Property Septic System Site Evaluation September 21, 1995 Page 2 topsoil about sixteen inches deep, and a calcareous --a ndy_silt about sixteen inches deep, and a matrix of calcareous, cobbl a - ao the depth of the percolation holes at two and one-half to three and dhe-h—a f fey . Loose basalt rack in the soil matrix became more prevalent at approximately five feet below the surface and to the bottom of the profile hole. The subsurface soil conditions were evaluated with the standard percolation test procedures at the approximate location shown on Figure 1. The test holes were hand dug in the bottom of shallow backhoe excavations. The subsoil in which the percolation testing was run, consisted of calcareous sandy loam or clay loam. This soil was well consolidated, and showed little tendency to swell. No smearing or compaction was observed in the backhoe excavations. Percolation testing was performed in the proposed absorption area South of the flagged building area. The percolation holes were hand dug in the location of the proposed absorption field at the bottom -of-backhoe excavations prepared earlier. Four inches of gravel were placed in the bottom of each hole. The -holes were dug to a total depth of between 27 and 41 inches. The percolation hales were pre-soaked the evening before the percolation testing by adding six gallons of water to each hole. Water was then -added twice the morning and afternoon before beginning the percolation test. The results of the.: percolation testing we presented in Table I. These results indicate the clay loam soils have an average percolation rate of 25 minutes per inch and are acceptable for an infiltration design for the on -site sewage System. Mi laym Ewe Goylnilr Reguirsmertts: The minimum Eagle County requirements for this installation are based on a system loaded at an average of 450 gallons per day. This flow would require a septic tank of 1000 gallons and a minimum of approximately 1080 square feet of standard absorption trench or 540 square feet if °lnfiltrator"A" graveless leaching chamber sections. However, because of the plat recording, on -site sewage disposal systems within this subdivision are required to be designed by a registered professional engineer. We refer you to Dan Cokley of Schmeuser, Gordon and Meyer Engineering for this site - specific septic system design. 09/29/1995 11:51 3039232766 BOB NELSON, NEIJS,LTD PAGE 04 Mullikin Property Septic System Site Evaluation September 21, 1995 Page 3 Limitations: This report has been prepared according to generally accepted practices in this area for use for sewage disposal design purposes. The conclusions and recommendations submitted in this report are based upon data obtained from our site visits at the location indicated. There is some possibility that the nature and extent of variations in the subsurface soil across the site may not have been evident at the time of this investigation, and may need additional evaluation if further excavation reveals conditions different from those described. This office should be advised of any unusual situations as soon as possible so we may reevaluate our recommendations. If you -have questions or N we may be of further assistance, please call the office. Sincerely, A//;; Robert F. Nelson President Attachments cc: Dan Cokley, SGM _09/29/1995 11:51 303923279'- BOB NELSON, NEWP i_TD PAGE 05 'V46 7, rom ` r` �� aan , �aa a" 1� Z N /Qppfty. IMATE eALO 1 - 6a' AiOT4701 'AEW ROAD MAO W �VI cm 09f29/1995 11:51 3039232766 BOB NELSON, NEWS,LTD PAGE 06 Nelson Bnvlr onntmW & 'Wast yaw Soludoms Ltd E ■ • S TABLE I PERCQLA'1'Il7N TE5T�ULT FO__RM Hole Length Depth at Depth at Drop in Average Hole Depth of Interval Start of Interval End of Interval 'Water Level Percolation No. (in.) O&nutes) (Inches) (Inches) (Inches) I1.ate(Min./Inch) 1 41 1/2 10 6 9/16 6 9/16 10 6 5 7/16 9/16 10 5 7/16 4 7/8 9116 10 4 7/9 4 3/8 1/2 IP 10 4 3/8 3 7/8 1/2 ^ 110 20 2 29 10 8 1/16 77716 5/8 10 7 7/16 7 7/16 p 10 7 6 1/2 1/2 2 10 6 1/2 6 1/16 7/16 -'� 10 6 1/16 5 5/8 7116 1V 23 3 37* 10 31/2 31/4 1/4 10 3 1/4 2 13/16 7/161, 10 2 13/16 2 1/2 5/16 v 10 2 1/2 2 3/16 5/16 ?1v . 1.0 2 3/16 1 7/8 5/16 `�32 (*Rock in sidewall of test hole) Tire and Jennifer Mullikin Property Lot 7, Aspen Montain View, Filing 2 Date of Percolation Test: 09/10/95 09/29/1995 11:51 3039232766 BOB NELSON, NEWS,LTD RAGE 07 Nelson E>ri t*onmenW & Wastewater Saluiions� Lttx E Property Address: Mountain Vi@W Drive W S Legal Description: Lot 7, Asvel] Mountain View Subdivisign Filing 2 Property Owner. Name Tim and Jennifer (Mullikin Address P. O. Box 712 Sasaft. CO 81621 Phone 2Z7-25N Contractor: Excavating Contractor: Name i Name MarkGressett sawrativn =W swdliag o Sn=rcd surfaces r=wmd X Yes o Grav^t:l Added X Yrs to a doh g f 4" o Date and Time premik water added 09/09/95 Q 5:30 P.M. o Amount of presoak water added 6 gallons /hole on 9/9/95 7 gallons /hale on 9/9/95 o water mnaining in holes after p vwak? Hole 1: Yes - x No Hole 2: _Yes x No Hole 3: Yes x No percolsttou Rate Measurement Hole 1: 20 a inutes/inch Hole 1: 23 minutes/inch Hole 3: 32 ntinutcs/inch AVERAGE 25 minutestinch Groaadwater: o Not Eutmtered to 8 fi o Fstimated depth to high seasonal water if not cnoountered- 190 feet o Is area believed to be subject to seasonal fluctuations which could result in a seasonal water table? —Yes X No S1W in absorption arts 15% to the South BednKk o Not En oountcred o Estimated depth if not encountered-20 ft. o Type of bedrock: Sandstone Claystone 5ilmone X Other:Basalt X FracWrcd Weatherer) o Is bedrockbelieved to be permeable? -X— Yes _No l certify that the above information is correct and complete to the best of my knowledge and that all tests were performed in accordance with the previsions of Eagle County Individual Sewage Disposal System Regulations, Sft*Uon 4.05.01 through 4.05.06. abert F. Neilson President 1592-96 Tax# 2391-222-02-008 — JOB NAME _Lot#7, Filing2 MULLIKIN JOB NODOl'. Aspen Mountain View 704 Mountain View Rd.,_'' z JOB LOCATION BILL TO DATE STARTE 5 DATE COMPLETED DATE BILLED 5& i ale r h - w , t 411 ,dlqff ` ALa a JOB COST SUMMARY TOTAL SELLING PRICE TOTAL MATERIAL TOTAL LABOR INSURANCE. SALES TAX MISC. COSTS TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS % OF SELLING PRICE NET PROFIT JOB FOLDER Product 278 @ NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MA 01471 JOB FOLDER Printed in U.S.A. IN rA -' vt /Y/ /GAL UHANGES IN /11--�tIVC,CH - - s LL mow. �000 c sEP nc NK D RECT/ON I I V/ IL1��1 CJK t / a ' 33'04 44 IF - li R 30.00 45 PVC /�CP 4 FVr1 lf'1'E DRSET 3E L = 69.68'-_.�_ �7 WELL SETBACK- 100 POTABLE - O ABLE WATER - � _ - - _ - Q 50 1 5 _ 5. The or 5 GALLONS 0 S PE __ - 67 GA E area disturbed b constructi t R AY 4 sha// be reseeded with _ - _ D _ LINE - DWELLINGon _ - 20 25 _ native grosses r 9 sse top- eerosion- k prevent � - :. PROPERTYF LINE = 10. -t s= - 5. SEPTIC TANK - N CAPACITY. - 3 - - - - _- _ /RR/GAT/ON DITCH OR AA - - - _-U - - se -rsers as needed tG briny SeptC tank- c7CL Ut c. fi - _ 30 HOURS DETENTION within & of finished - - E ON (675 GALLONS PER DAY) = 844 GALLONS grade_ - TER COURSE = 50' 3 - - - k HOU , RS URS PER DAY - 7. ASTM 3034 PVC i e _ P P or i e of e c. a/ tr P P s en th - S89.43'08• _ E _ _ c U E 1000 GALLON S P - E TfC TANK PER CODE MINIMUM - ©r other r e 9 p p E_ pro erl su orte - �° �' Pp d to prevent fai/ure P by settlinshall' g extend 105.00 _ I~t.EO_ '`� - - from tank for o dr' , stance of of least five feet (59 from �. f : F0U*1 6., -SIZE ABSORPTION AREA: EA: the inlet and outlet ends, REaAR 0A4 . _ R.LS, '"2 7 61 ABC „ , A NATIVE _ R _ (NATIVE) �Q)(S0 T(T} WHERE: Q= PEAK DESIGN FL0 rV 8. The Con t - tractor and w C? ner shall take .whatever measures E - ..,. �uc0 �� ;�1;��;� 9.3 5 A _ ABSORPTION AREA are necessary t _ y o as that o the se t;e ) p tank and { _ I RED CAP _ ': - T= PERCOLATION RATE sever lines r are comp/ete/y water tight to prevent _ - - P.LS_�C95 = - - infiltration of r groundwater into the system, and C _ - . - A NATIVE _ 675)iSERT (NATIVE) ( (25)) - - 675 SQ FT b) the system is insto%ed *` - e }' to present freezi� f - - 0 �ovit sewer lines. 9 es. SITE PLAN S A _ 9. The Count Health Officer and Engineer shall be notified F C LE. 1 30 - . - � - = ed when _ construction_ commences n THE ABOVE ABSORPTION AREA REPRESENTS THE AREA and kept; abrPost of the constructio i EA NECESSARY n I FOR A TRENCH P E progress so That sufficient inspection con be performed to - assure conformance with P E TYPE SYSTEM th _ - - i F /ais_7 ADJUSTMENTS TO ABSORPTION -AREA: 10- F 1 It is the Contractor's responsibility 'to verify 4 f FOR INFILTRATOR TRENCH: ,.. P y e rfy al/ C DECREASE AREA BY A FACTOR OF Q.50 locations of utr�rtres that may affect locoti y on of _ - foci/itiPs .. . t drawn Verification is to ; be mode_ with he Owner and t 8 USE TYPE h FOR U TRENCH PE SYSTEM: e affected utility corn ono. A - 675 S.F. * 0.5 = 338 S FT. 11. substitution r t = Q. on of mate /: P P e, ( ip tanks, etc. is E - acceptable provided verication d " t En sneer~ and the n Li ep once y- he _ S.F. L.F. Environmental Health Officer is mode. 338 3 112 7 9 INSTALL 114 L. F. OF INF/L TRA TOR TRENCHES 20 UNITS TO TA - EFFEC77 R 12. The locoti n -_ t - _ J42 S. o and elevation of the house is s QD RF VF' A EA chem tic. c�Q. / - r O _ that errfrcatron of sP_ wl=r '/inP /n�-r,f,:,., ,.\._.•1 LA1_ G /t s paramount r-.L.Z• fZU040 .89' 63' l it Or R = 521. -- = C _ r PHONE RISER 0 FOUND- • REBAR do CAP _ EL /0// �. R 5 00 P L. 120 - . S. #1 4 �� • r L — 4.49' - l ._ 0 4 _ DRIVE' MAY _ 1- E 100 8 /D . l�3 X16 CULVERT 1!7 1 - - .- ST A R _1_ D - - - - -ANN - QQP 1 3 _DMA --OAK TRE.E j 1�.�_.__ t.o!_�_fi��� o a. - _ 1030. BL_I.YI .QV .L FOUND , - REBAR k CAP P.L.S. #3317 U _ - I -. �q C -Q i qRF q SURVEYOR'S CERTIFICATE 0 62 - - T -7 � ,r I BEIr G THE� A kEGISTER EDPR FE PROFESSIONAL LAND SURVEYOR E 4► - , _ IN THE STATE OF CO-ORA•00 DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC SURVEY E(/l Al WAS PREPARED BY SCARROW AND WALKER INC.UNDER I Y DIRECT SUPS %^ ! I R S Ot . - ^ RESPONS!B!LITY A.t,O CHECK!"IG AND THAT THIS MAP IS TRUE AND CORRECT TO THE B ST E I / t/{ - OF 'KNIOI ED c - MY wL_ G_ At, D BELIEF. Alp - — 133 04 44 BY: • 0. 0 �ROM A. GMBA C i t 9 L = 69.6 QO r�EG!S?E'RED PROr ESSlO- �.L O SET WELL® LAND SURVEYOR '� 5933 REBAR & CAP - o FOR AND ON BEHALF OF SCA►RRO_W do .WALKER, INC. P.L.S. #5933 WELL F _ 1 DATE OF CERTIFICA. is A GUSY `5 `j 65 �� � _ = _ HOUSE - � FOUND - REBAR & CAP .0 P.L.S. #20695 wv t� , •.r_. �. - _ O ELEC. MH l� _ NOTES: r E 4 ? tIGT.Ct: ACCORDING ?0 COLORA.DO i FYI YOU "�' ST ''�,:t: ►�� Y C� t. ..c At Y LEGAL ACTION BASED UPON ANY DEFECT IN THIS TOPOGRAPHIC 7 �0° SURVEY WITHIN THREE 3 YEARS AFTER YOU DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT E EFE T HEREON BE COMMENCED MORE THAN TEN (10) YEARS FROM THE DATE ; OF CERTIFICATION SHOWN HEREON. _ LOT 6 2 CONTOUR INTERVAL = FEET. ) N L 2 EE . - 3; THE BASIS OF BEARING FOR THIS DRAWING IS S42'21'57"E BETWEEN �- F - TWO REBAR .AND CAPS MARKED 20695 FOUND ON T 0 1HEREON.d' # LOT 6 SH Wr d- - 3) DATA IS BASIED 01`1 AN ASSUMED ELEVATION OF 988.8 ON A. REBAR do Lo 1 MUL �• F , ., s� o, FOUND AT THE SOUTHEAST CORNER F LOT 7 MARKED CAP FN E 0 M KE #27613 SHOWAt rn .. _ LI�\ N S RES IDE NCB' HEREO - 990 co - - -- _ - - - - _ _ - - - -- -- _ - - - - _ - - - - _ _ 0 AK TREES 401- 43 .•► - - _ _ - - - - • - _ - _ _ - _ _ _ - _ _ . - — BUSHES \ NO -- TREES AREIN RQU.T.E_QF_-OFTRENCHES - - - _ _ • -. S89 43 0 O 05 ELEC. b1 - R .MULLIK- �� NNIF E_-. FOUND - CAPTIM REBAR do _ _--. w - P.L.S. #27613 , OX 712- ASSUMED ELEVATION 988.8 •FOUND, Q ��%% /� ASQL!_-C.CL_0 ------ REBAR & CAP.B- P.L.S. #20695 • 162I � _ PAGE-1 S.__EI_ PLAN o - _