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HomeMy WebLinkAbout03351 a o . vo 51.g1 ?tit( • ?tit( v-( D( /(I M' °V GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Perm(u N_ ' 3 3 1 • l.� 1 ('r, 109 8th Street Suite 303 A is Parcel No. e 4.�G C' �1� ■ Glenwood Springs, Colorado 81801 (� J rr Phone (303) 945 -8212 This does not constitute INDIVIDUAL SEWAGE DISPOSAL PERMIT a building or use permit. PROPERTY S �, Co Owner's Name 111t//�� , Q' ' � I Present Adddrress Q l 6 ( 15? ( 15? C & I )JO 6 (eve Ph one 9q ( Q + 3 Ft System Location © 0 q U Cou' d ` q 1 `� (ac, G f cv it s r 4q , (6lacK o r wnon4 Mi ne RA) lJ al v/ Legal Description of Assessor's Parcel No. SYSTEM DESIGN Septic Tank Capacity (gallon) Other Percolation Rate (minutes/inch) Number of Bedrooms (or other) Required Absorption Area - See Attached Special Setback Requirements: Date Inspector FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation System Installer Septic Tank Capacity Septic Tank Manufacturer or Trade Name Septic Tank Access within 8" of surface Absorption Area Absorption Area Type and/or Manufacturer or Trade Name Adequate compliance with County and State regulations/requireme G ntts a /ryryryryqy ,t r Other , Date Inspector RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE •CONDITIONS: 1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chap ter 25, Article 10 C.R.S. 1973, Revised 1984. 2. This permit Is valid only for connection to structures which have fully complied with County zoning and building requirements. Con- nection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a requirement of the permit and cause for both legal action and revocation of the permit. 3. Any person who constructs, alters, or installs an Individual sewage disposal system in a manner which involves a knowing and material variation from the terms or specifications contained In the application of permit commits a Class I, Petty Offense ($500.00 fine —8 months In Jail or both). White - APPLICANT Yellow - DEPARTMENT 1 YPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: ,(19 SEPTIC TANK ( ) AERATION PLANT ( ) VAULT , (// ) VAULT PRIVY ( ) COMPOSTING TOILET ( ) RECYCLING, POTABLE USE ( ) PIT PRIVY ( ) INCINERATION TOILET ( ) RECYCLING, OTHER USE ( ) CHEMICAL TOILET ( ) OTHER - DESCRIBE, FINAL DISPOSAL BY: ( ) ABSORPTION TRENCH, BED OR PIT ( ) EVAPOTRANSPIRATION 7 UNDERGROUND DISPERSAL ( ) SAND FILTER ( ) ABOVE GROUND DISPERSAL ( ) WASTEWATER POND ( ) OTHER - DESCRIBE / WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? N PERCOLATION TEST RESULTS: (To be completed by Registered Professional Engineer, if the Engineer does the Percolation Test) Minutes per inch in hole No. 1 Minutes per inch in hole NO. 3 Minutes per inch in hole No. 2 Minutes per inch in hole NO. _ Name, address and telephone of RPE who made soil absorption tests: Name, address and telephone of RPE responsible for design of the system: Applicant acknowledges that the completeness of the application is conditional upon such further mandatory and additional tests and reports as may be required by the local health department to be made and furnished by the applicant or by the local health department for purposed of the evaluation of the application; and the issuance of the permit is subject to such terms and conditions as deemed necessary to insure compliance with rules and regulations made, information and reports submitted herewith and required to be submitted by the applicant are or will be represented to be true and correct to the best of my knowledge and belief and are designed to be relied on by the local department of health in evaluating the same for purposes of issuing the permit applied for herein. I further understand that any falsification or misrepresentation may result in the denial of the application or revocation of any permit granted based upon said application and in legal action for perjury as provided by law. Signe a:,l ! • Date 0 p ZDCDO • PLE SE D' • W AN ACCURATE MAP TO YOUR PROPERTY!! 3 Praise The Lord" COPELAND 6H TD 031 ac k Pi a 1416 ,�; t' K CONCRETE INCORPORATED ov J/� Manufacturers of Precast Concrete Products l Also Distributor or Related Items 411803 U.S. Hwy 6 Rifle, Colorado 81650 Phone 625-1112 Fax 625 -1110 LLD TO 3 A wl 14laylift 0 . e)651 (??, gin). 1z6- Air_ . . O � i TE COD. RESALE MDSE. RETD. JOB NO. P.O. NUMBER _r3 - Q7 ✓ STOMA NO .7 SALESMAN Wl PHONE NO PERSON CALLING JOB NAME u �l5 013 ` i _ WEIGHT ITEM DESCRIPTION UNIT PRICE EXTENSION shipped 75 ( 2 , hole o1)'5 1-r AA,- I-srrn box L15 00 !' .. • S a � (J�C (X Arty chuti�� fv _ .I ISes _..bA • DELIVERY CHARGE WARRANTY ON ABOVE -LISTED MATERIAL (INCWDING NEW MA e, • ES, PARTS & SUPPU - LIM • TOT iiiihROVIDED BY THE MANUF. - UR • •, • • IES OF WHICH ARE AVAILABLE EST. a / I - -IONATW 1 �—• rj1�� ig. e ,,,, a, % V STATE TAX i `" / f / GARFIELD COUNTY TM .T'n W FCC I- g I G 7 171 T HANK YOU l-PSS ectsk TOTAL 7rP3.,5 ASH 8 Le6..g Tr-ca /O't T D;sc• - 77. VVOICf A FINANCE CHARGE OF 11 % PER MONTH (WHICH Is AN ANNUAL PERCENTAGE RATE OF 18 %) ftV ( 3. ✓1 . WILL BE ADDED TO ALL ACCOUNT BALANCES THAT EXCEED 90 DAYS. Rev. MT t July 11, 2000 Mr. Jim Mahan P.O. Box 1821 Glenwood Springs, CO 81602 Subject: Percolation Test Results Mahan Residence Black Diamond Mine Ranch 0648 County Road 126 Glenwood Springs, Colorado Job No. GS -3045 As requested we have performed percolation testing in client located and prepared test pits at the subject site. Excavations were made with a backhoe to approximately 2.5 to4 feet belowexistinggrounri surfaces surfaces in the area ofthe prevlously installed percolation field. Test holes 4 to 6 inches in diameter were hand excavated an additional 12 inches. The test results are attached. Based on the results a design percolation rate of 50 minutes per inch would n ormally be recommended. If you have questions, please call. Very truly yours, CT "HO O Jo . 13 aa -a `' ; B ch M,nayer `- n.t JM:cd % % //: SS / . il - r 1Co�. (3 copies Sent) O A CTL/THOMPSON, INC. CONSULTING ENGINEERS 234 CENTER DRIVE • GLENWOOD SPRINGS, COLORADO 81601 • (970) 943 -2809 CB'd Wd ZT :11 0:3M 00- 21-d3S , r' 'Praise Tt. -d" q ONCRETEWCORPORATEP SHFT L I1 f r ' Manufacturers of Precast Concrete Products ^ 1 I Moo ON;p(bubr or Rotated Ham. 20609 U.S. Hwy 6 RIIIe, o 61650 j _ c .� r h y1 0 /vie e - r Phone 625 -7112 Fax 625.111 25.1110 - "-_,'tv L 1 _ I.. V N ' SOLO TO 3 • • - • O _Y haL t � -- - -- I P.O. NUMBER _— DATE C.00 / SALE mots. RETD. J69 NC Ur R -a STO V PHOryryryryE NN (� I ON CALLING JOB NAME • VM R NO � I v� l c _ �- - -- - �— ' -- UNR PRICE 6%TENSION Ott C , TSCRTr . • = wfJONT .---- Shipped _ , • ._ , , g 4 Q. 1 I to .I,� w-u f eJrk- 1✓ r- �. r D 3 1 f W • • t / � c' , - __ , c r _ 0 has d.. I T 1._;,,,,, ' or- ' 7,4-`0,7-t 15 ,a - C' I G f e al ■ ∎ a -. __ ► � _Q — S' 2L x_12- EN ctAS M oc 3 r ' • � 14' IR C \r � � O _ We WO q e 2 q-I Eg`1 t P VC- ees ��. z. , 110 c OP •�I. kztr o - VFJMW �{It' d'i III I' i i �� .�' _ DELIVERY C � - �� SUPPLIES H ARE'T TIU AS PROVIDED x450 r. WARRA ON AEovwsTED MATERIAL (MCWDINO NEW MACHIN T agm � � I. j • By THE MANUFACTURER, COPIES OF WHICH ARE AVAILABLE UP O. R EQUEST.:. URB ` \ 1 —r `r a � ,r � � r P. STATE TAR -. T __ . . 1 fl . 1 ... I Ce .5 � O cOU Nry TAR !r rrl ^__.— i I TOTAL THANK YOU • CASH �7 AR ANNUAL` PENGCranos tI-TC OF WM ,.. O I 'WO' o m wve. INVOICE W . AA FINANCE 0 TO ALL ACC IO AAL -AN+C` !AO t i 's "99 •d Wd bT :TT 113M 00- 21-d3S GARFIELD COUNTY ISDS DESIGN CALCULATIONS owner's Name > a r `9= ' ,. _ d; Y wt ;,,' ` ` barce +. " x. `'i L Ad'.,' >, w P?.q:. House Size (sq. ft.) na 75 Number of Bedrooms in Main House Number of Offices, Libraries, Studies, Similar -sized Rooms in Main House ;;,.'A Y " y e4.t 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 : 300 State Review Required?: no Perc Rate (t) = 50 Design Flow (Q) = # potential bedrooms X 2 people /bedroom X gpd X 1.50 Q = 450 Absorption Area = Q A = 5 = 63610 sq. ft. of absorption area required 41 infiltrator units without reduction A maximum 50% reduction is allowed for use of deep gravel or gravetless chambered system, only If the lot size and soil conditions are optimal. If a reduction is being proposed, describe why lot size and soil conditions are optimal: We will use • 90% reduction in Trench /Bed area because of the Percolation Test results. A = 381.84 sq.ft. with reduction 25 infiltrator units with reduction Type of system: [X]Absorption trenches []Absorption bed [ Gravelless chambers []Dry well ()Seepage Pit ()Other (type) •Mirttn'um tank Catty: r3 gallons' SETBACK FROM WELL # of feet = 100 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 50 SETBACK FROM DRY GULCH # of feet = 25 FINAL INSPECTION BY: DATE: Page 1 of 1 GARFIELD COUNTY ISDS DESIGN CALCULATIONS .#100Wi1% S ) Owner's Name: `..�y,',. „d, . ,is --4.. ; "� w. €Parcel ID # r House Size (sq. ft.) na 75 Number of Bedrooms in Main House 111.111111111 ,. 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 .i.. s '" '� (If the caretaker unit is ATTACHED, treat as if part of main house.) Average Daily Waste Flow : 300 State Review Required?: no Perc Rate (t) 49 Design Flow (Q) _ # potential bedrooms X 2 people /bedroom X gpd X 1.50 Q = 450 Absorption Area = Q A = 5 = 630.00 sq. ft. of absorption area required 41 infiltrator units without reduction A nwdmum 50% reduction S allowed for use of deep gravel or graveness chambered system, only If the lot size and soft conditions are optlmaL If a reduction is being proposed, describe why lot site and soil conditions are optimal: We will use a 40% reduction in Trench /Bed area because of the Percolation Test results. A = 378.00 sq.ft. with reduction 24 infiltrator units with reduction Type of system: [X]Absorption trenches []Absorption bed [] Gravelless chambers []Dry well []Seepage Pit []Other (type) M.... ..m tar& Pecitp: '.363 flora SETBACK FROM WELL # of feet = 100 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 50 SETBACK FROM DRY GULCH # of feet = 25 FINAL INSPECTION BY: DATE: Page 1 of 1 _.. _. RECEIVED JUL , 7 P0001 JUL -11 -2000 TUE 09:48 AM CTL GLENW00D SPRINGS FAX NO. 1 970 945 7411 P. 01 , i a. , X" transmittal Sheet Date: _ _ _!'_ I( 0 v Fax No.: •-_ - _----- -____ Telephone No.: _- ___ Name: - -- .1 -1 yY__( __ ` . (. . V �� Comparly: — -- Project: i� _ C 1 ` G-- 9 �.e No. of pages transmitted (including cover sheet): •_ - -__ - -- _ ._ _ . `_ k • I. ■ A n .: .. : * f' N , * A :k * * * A n* A * * * *•A * * * * * * * * * 'A' N * * * * * * A * * * A * * * A * * * * * * A * # * N * Y If yell do not receive all of the described material, please telephone: Sencic :'s Name: , t, -- _ — Business Phone: ❑ (970) 945 -2809 ❑ Fax: (970) 945 -7411 * A -.. A :k I A n * * , n N: * f. A * * * A n * * A * * a1 , * * } - * * * A A * * # * * * A * * * * * * * ' N ' * * * * Y * * A * * * * A * A '* COr11 ine site: • RECEIVED JUL . 1 7 200E JUL -11 -2000 TUE 09:48 AM CTL GLENWOOD SPRINGS FAX NO. 1 970 945 7411 P. 01 t. tt transmittal sheet t Date: _ :}1_II!_Ov _ Fax No.: - -- Telephone No.; — — Name: - - ______ . _I YY-1 __ �.1C:1. bl- -- - -- - -• ____ Company: _-. -_ Project: ...___ f J� \C: I'`l ! i" \cwt C e_ — —_.. —_ _ Re: No. of pages transmitted (including cover sheet): . 3 _ — — # ! .. , . e v 5- , h e 4 '* * * 1 A A * f * * 1 * * * * k s a 1 h * * k * * * * * * * 'A k * * * * * * 'A * * * * * * * * * * A '* r If you do not receive all of the described material, please telephone: SencIc•u's Name: C.IJ._,._. - Business Phone: ❑ (970) 945 -2809 ❑ Fax: (970) 945 -7411 * 1 . I Al, A <A“ ♦ . :: * a . A * * * A A * S A * * * i,• k * * k * * * A * < A * * * A * * * * * * + * * * } * A * * * * * * * * A **A Comments: C(hYI- IIILNII,II, IT NOTICE: la funnation transmitted , pith this FAX is intended only for the use of the individual or e,ity to n'hua: it is ctddresed mad m av commit iiJnrmation that is privileged coi and exempt from disclosure under r.:plicuble taw. If you nre not the intended recipient, any dissemination, disnibution, or coping of this communication is strictly pn.+.hi& red. If y'ou have received this communication in error, please notify its immediately by telephone and reu all p ;)es of riot; 1;1V na;:u:urral to us by the U.S. Postal Service to the address shown below. Thank yon. CTL /THIOMPSON, INC. CONSULTING ENGINEERS 2_ , DRr. . " a , 3r. f.NY:000: SPRINGS. COLORADO 81501 • (970) 045 -2802 JUL -11 -2 J r "'E 09:49 AM CTL GLENW00D SPRINGS FAX NO. 1 970 945 7411 P. 03 SATUf A1ION AND PREPARATION PERCOLATION TEST DA1 E: 7/051C0 DATE: 7/07/00 I IMF Al S FART OF SATURATION: 9:00cam WATER IN BORING AFTER 24 HOURS .._.YES X_NO PERCOLATION TEST RESULTS DEPTH TO WATER HOLL DEPTH TIME AT TIME CHANGE PERCOLA• NUMBER (INCHES) START OF INTERVAL - IN WATER TION RATE INTERVAL (MINUTES) START OF END OF DEPTH (MIN /INCH) INTERVAL INTERVAL (INCHES) _= _- - _.- -__ , (INCHES) (INCHES) P•1 9 9:10 60 3.25 3.75 0.5 120 10:10 60 3.75 4.5 �` 0.75 80 11.10 60 4.5 5.25 0.75 80 12:10 P-2 II 8 7 9 10_•. -° 60 3 _- ..._.._ 5.25 2 0 30 10:10 30 6.25 6.25 1.0 30 10:40 30 3.0 4.0 1.0 30 _ , i 11:10 30 4.0 5.0 1.0 30 11:40 30 5.0 6.0 1.0 30 1210 .. P-3 0 9:10 60 3.75 7.5 3 75 16 10 :10 30 - T 3.25 5.25 2.0 15 I_ 10:40 3U 3.0 5 . 0 2.0 15 11:10 30 5.0 6.75 1,75 17 11:40 30 3.25 5.25 2.0 15 12:10 P -4 9 -5 9:10 I 60 2.75 3.75 1.0 60 10.10 60 3.75 4.75 1.0 60 11:10 60 475 I 575 10 ( 60 L . --- 1 2:10 l Job No. CS-3045 Fig. 1 s.