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HomeMy WebLinkAbout03192 _ 7 /io %y t 4. ! ��, 31 T t GAR FIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit N O 2 1 r ' ' � i I - i ,C c . -- 109 8th Street ` Suite 303 Assessor's Parcel No. ti Glenwood Springs, Colorado 81601 1 i k Phone (303) 945 -8212 R T his does riot constitute - ,` i 4 INDIVIDUAL SEWAGE DISPOSAL PERMIT a building or use permit. r t i t PROPERTY r, d • ra81L0 I n q : i Owner's Name Voo R h if , )i M"{ Sh4nv Present Address c %? 51bnOfcl eft 6 'S Phone `-9 ys `x-3 : 1 f � 7 R e , 6 /en uJ re Z n s N M b 0 I f System Location n T �, �/ t 1 Legal Description of Assessor's Parc No ✓o r 7 ,Q ,ve ( g, je � L 41 ,7H &e{t ✓i S' ° /� r , t, SYSTEM DESIGN • — ! � 0 Septic Tan Capacity (gallon Other / ' ' .t l i Percolation Rate (minutes/inch) Number of Bedrooms (or other) 5 ', L� �� ��G) i. I . Required Area - See Attached :+ Special Setback Requirements: }' • a Date Inspector 4 +, i c r. I a FINAL SYSTEM INSPECTION AND APPROVAL (as installed) y .) , r ( Call for Inspection (24 hours notice) Before Covering Installation f P ;R System Installer / I i as I t Septic Tank Capacity_h_.S O f t, Co PE lie Septic Tank Manufacturer or Trade Name i : , 9 i Septic Tank Access within 8" of surface • • r Absorption Area C 6 � U S c2 . r- 7 t. n f ,, ' Absorption Area Type and /or Manufacturer or Trade Name ' ` C �' C ' 1 / C ' Adequate Compliance with C ounty and State regulations/requirements S P7 /C M K `, r Other F ' ( L N r Date � -' Z -`� / inspector .i,. > RETAIN WITH RECEIPT RECORDS AT CONSTRUCTIO S • *CONDITIONS: 1 ., • • Y 1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 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 i s 4 ' 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 (8500.00 fine — 6 r ' months In jail or both). White - APPLICANT Yellow - DEPARTMENT •, INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION • • ' / OWNER O 0 K V\ S S F � � Sh0.h � ADDRESS _ O 0 b9 ce{L 1y ck Q. C4 . PHONE Q L- a 3 7 9 CONTRACTOR �r p),- (\ COO( ns ADDRESS 45055 OW +a PINE` 9 q _4( 0-1 9 ettNaCnazstb PERMIT REQUEST FOR (✓) INSTALLATION ( ) ALTERATION ( ) REPAIR Attach separate sheets or report showing entire area with respect to surrounding areas, topography of area, habitable building, location of potable water wells, soil percolation test holes, soil profiles in test holes (See page 4). LOCATION OF PROPOSED FACILITY: / Near what City of Town ( ' , 1,Y / A I • S Siz of Lot '? / Legal Description or Address WASTES TYPE: (0 DWELLING ( ) TRANSIENT USE ( ) COMMERCIAL OR INDUSTRIAL ( ) NON - DOMESTIC WASTES ( ) OTHER - DESCRIBE BUILDING OR SERVICE TYPE: _-mil L l otC. bur 1+ Number of Bedrooms Number of Persons 5 ( ) Garbage Grinder ( ) Automatic Washer (5() Dishwasher SOURCE AND TYPE OF WATER SUPPLY: ( ) WELL ( ) SPRING ( ) // STREAM OR CREEK If supplied by Community Water, give name of supplier: at) m m imvf f'l1 1a IPir ij d Q.P.�IIJ1 4Lid v DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: (' Was an effort made to connect to the Community System? n0 A site plan is required to be submitted that indicates the following MINIMUM distances: Leach Field to Well: 100 feet Septic Tank to Well: 50 feet Leach Field to Irrigation Ditches, Stream or Water Course: 50 feet Septic System to Property Lines: 10 feet YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITHOUT A SITE PLAN. GROUND CONDITIONS: al) / (I � Depth to first Ground Water Table 4 f Percent Ground Slope Fla 2 TYPE OF•INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: • (DM • 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 41_ UNDERGROUND DISPERSAL ( ) SAND FILTER ( ) ABOVE GROUND DISPERSAL ( ) WASTEWATER POND ( ) OTHER - DESCRIBE A / nl WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? JV 0 PERCOLATION TEST RESULTS: (To be completed by Registered Professional Engineer, if the Engineer does the Percolation Test) see_ 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: 61,61 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 le al action for perjury as provided by law. Signed Date k, I n PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY!! 3 HepworthPawlak Geotech TEL Jun 15 99 8 :38 No.007 P.01 RIVER RIDGL ROAD P P -5 P- 4 A 0 L LOT 7 75 PIT 2 ■ / I �/ I / —0– I i / A PROFILE r r / PROPOSED NC PIT I - RESIDENCE t 118 T , P -7, r PI 11 taa, A A LO'f 8 LOT 6 I �'P 3 l3UIF.DING 9.9 0 - / / ENVLLOPE G AI / / / L 1 ..... PROPFRTY ' BOUNDARY , APPROXIMATE SCALE 1" _ ;VDT 1 /^o -ekn IM WP Y 1c1g1 'SRR I ICPWORTII – PAWI AK I (T('G'llllIJ OF kY.ru OITA'I'OI:'m rim ANt' GLOTECI•INICAI., INC. PFRCOLAMION TEST 1101 FS /�, / rig. 1 HepoiorthPawlak Geotech TEL :970 - 945 - 8 454 Jun 15 99 8:40 No.007 P.03 HEPWORTH•PAWLAK GEOTECHNICAL, INC. TABLE I 4 PERCOLATION TEST RESULTS JOB NO. 199 368 Page 1 of 2 __ _ _ - rime HOLE NO. HOLE DEPTH LENGTH OF WATER DEPTH WATER DEPTH DROP IN AVERAGE (INCHES) INTERVAL AT START OF AT END OF WATER PERCOLATION (MIN) INTERVAL INTERVAL LEVEL RATE (INCHES) (INCHES) (INCHES)_ _(MIN. /INCH) — P-1 73 6 4 3)4 3 112 1 1/4 R 112 2 4/41 Mid water added 6 1/4 6 112 — _ — „ 3/4 5 1/2 4 1/2 1 41/2 3112 1 water added _ 5 1/2 _ 4 1/2 _ -_— 1 4 1/2 3 314 _ 3/4 3 3/4 2 3/4 1 6 P-2 51 5 31/4 2314 . 1/2 - water added ______L_ - 6 1/2 112 8 1/2 __ ._6 1 /4 - _ — _1/4 6 1/4 _ -- 8 _.__._.. 1)4 ---` 8 5 1/2 1/2 6 1/2 5 1/2 — 6 4 314 — 1/4 — 4 3/4 4 1/2 — -1/4 -- __M___--- P . 3 04 6 33/4. ..- — — __41.4._ -- _ - 3 1 1 /2.....,..____.,, . 1 1 /2 water added _ -_ 5 1/4 4 112 3/4 41/2 31/2 1 — 3 1/2 2 1/2 1 water added 5 1/4 4 1 /4 1 __ ^` 4 1/4 31/2 3/4 3 1/2 2 1/2 1 6 NOTE: Percolation test were performed In hand dug holes In the bottom of backhoe pits on May 8. 1999. The holes were soaked one day prior to testing and covered with rigid foes to protect against freezing overnight. The average percolation rate was based on the last three readings of each lost. • t HeiSwo thPa w l al: Geotech TEL :970- "945 - :454 Tun 15 '99 8:40 No .007 P.04 HEPWORTH- PAWLAK GEOTECHNICAL, INC. TABLE 1 .- PERCOLATION TEST RESULTS JOB NO. 199 368 pa 2 of 2 HOLE N0, HOLE DEPTH LENGTH OF WATER DEPTH WATER DEPTH DROP IN AVERAGE (INCHES) INTERVAL AT START OF AT END OE WATER PERCOLATION (MIN) INTERVAL INTERVAL LEVEL RATE (INCHES) (INCHES) - (INCHEs)(MIN. /INCH) P -4 61 15 6 1/4 4 1/4 2 4 1/4 2 3/4 1 112 water added 7 1/4 5 1/4 2 5 1/4 3 3/4 1 1/2 3 3/4 2 1/4 1 1/2 water idded 7 1 /4 .._ 5 1 /4 _ –' 2 _. - "^ 61/4 3 1/4 2 3 1 1 4 1 3 / 4 1 1 / 2 – P-6 48 15 7 1/4 5 1 /4 2 51/4 31/4 2 ._ water added 7 1/2 5 3/4 1 3/4 5 3/4 4 .....�.,. 1 3/4 water added 6 1/2 5 11/2 5 31/2 11/2 10 — — P -6 47 15 71/2 4 31/2 water added 7 3/4 5 1/4 2 1/2 51/4 21/4 3 water added 6 3/ 3 3/4 3 5 „ _. ._. _._.. .. _ s -____ NOT Percolation test woro performed In hand dug holes In the bottom 01 backhoe 5)118 on May 2b, 1999. The holes were stinker! nn Mny 7a- 1999 Tito morn ° porrnIallnn rato tuns boson on tho lost min rouilnrjs of orb 1n51 Hepeiort liPato lak Geotech TEL tun 15 99 8:39 No .007 P .02 PIT 1 PI'I 2 PROFILE PIT oi t, .... . __ 0 01 i _ 1 01--72 5 I 5 • • r —200 =7 ....,� o _ Si , _ SINS 10 10 ..... L X I PILL; gravelly sand and cloy, scattered cobbles and boulders, firm, moist, dark brown, organics. f` ® A TOPSOIL; sandy silt and cloy, occasional gravel and cobbles, organics, medium stiff, moist, reddish brown. GRAVEL. AND COBBLES (GP —GIB); sandy, slightly silty, with boulders, dense, slightly moist to moist, brown, rounded to subrounded rock . l . , H'I Disturbed bulk sample. A NOTES: 1. rtiri..IVII!.Igi f.11!. dw.PA !.N.!.l.P! v.1I !.n. 1.1.k,' F. !..1.!1 7, 100(1 2. Locations of exploratory plts were measured approximately by taping from features on the site plan provided. 3. Elovollonc of exploratory pitc worn not measured end loon of nuplurotory pito ore drown to depth. 4. The exploratory pit locutions should be considered accurate only to the degree Implied by the method used. . 5. The lines between materials shown on the exploratory pit logs represent the approximate boundaries between material types and transitions may be gradual. 6. No free water was encountered In the pits at the time of excavating. Fluctuations in woter level moy occur with time. 7. Laboratory Testing Results: +4 m Percent retained on No, 4 sieve —200 Percent passing No. 200 sieve ; . .— 199 368 HEPWORTH — PAWLAK t FITS Eiy. 2 LOOS OF EXPLORATORY GEOTEGHNICAL, INC. 4 I BOUNDARIES UNLIMITED LLC August 12, 1999 Shannon Voorheis 0869 Stoneridge Glenwood Springs, CO 81601 Re: Voorheis Residence ISDS, Lot 7, River Ridge PUD, Garfield County Dear Ms. Voorheis: On December 2, 1998 HCE personnel observed the construction of the replacement ISDS located at 15188 State Highway 133 in Pitkin County. All of the components of the system had been installed, but no backfilling had taken place. The absorption area required was 570 square feet, there was approximately 660 square feet installed. 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, T B O ARIES tac.......„,„ UNLIMITED LLC ILL Ti othy P. Beck, P. E. P ncipal Engineer B /soe cc: Don Owens, Garfield County Bill Collins, Contractor 923 Cooper Avenue, Suite 102, Glenwood Springs, Colorado 81601 Phone/Fax: 970.945.4022 t. e BOUNDARIES UNLIMITED LLC June 24, 1999 Post•Ie Fax Note �� 7671 Date fain Pales► ��l •1L�L� From ^t x' tA Co /Dept , 4 Co Co. Shannon Voorheis laliall 0869 Stoneridge n , Glenwood Springs, CO 81601 Re: Voorheis Residence ISDS, Lot 7, River Ridge PUD, Garfield County Dear Ms. Voorheis: This letter is to provide information for an individual sewage disposal system (ISDS) for your proposed residence to be located on Lot 7 of the River Ridge PUD. Percolation testing was performed by HP Geotech personnel in the northeasterly portion of the building envelope on May 8, 1999. The average percolation rate was approximately 9 minutes per inch. With the proposed four bedroom house, the average wastewater flow rate expected would be 600 gallons per day, and the design flow rate would be 1.5 times as much, or 900 gallons per day. The minimum size of septic tank required would be 1250 gallons, but we recommend the next standard size, 1500 gallons. With a percolation rate of 10 minutes per inch, an absorption area of 570 square feet would be required for a gravel and pipe type of absorption bed (see attached sketch). We recommend this type of absorption area instead of a bed using InfiltratorTM units. If you have any questions, or need additional information, please contact us. Sincerely, f ncipa ARIES UNLIMITED LLC P. eck, P. E. l Engineer 923 Cooper Avenue, Suite 102, Glenwood Springs, Colorado 81601 Phone/Fax: 970.945.4022 • REMOVABLE CAP 0 m to `a v 1 4 - 1/2 "0 HOLES • ° 4V\ r \ SOLID PIPE • COUPLING z 0 c_ SOLID CAP FOR °' SUPPORT 0 BOTTOM • PERFORATED PIPE 0 OF TRENCH OR BED WRAPPED WITH m ' FILTER FABRIC 01 z _ o /.� /./ 0 0i 0i 001 COMBINATION AIR VENT & 0 INSPECTION WELL DETAIL i N.T.S. .- . N . N - W5 „ Z _ J s a- U O \OUOW N � �F N Q O -o WW H \ �zZ0< z owezW 1 ui 0 o N W N z mN vwm NO • f z 0 Oho �� w • 0. L U W Z O cc w • Z 0 1 Q O 0 Z Uw cc ce 0 cn _ j \ a in — U x �- j \\ w CI— ..-. \ 1 a > Q J i / W J O o N J a p \ \ / UQ ii r- u) > / O p _ . ao \ / ` % o f= 1— , \ v=i CI- Q n 1 _ 00 �/% ° J O F N: p / / % W 666; 91 :62 :7I 7d unr nu' 6Mp• JoMe ;pi \6Mp \70066 \66 \rOtld)Isos\ :r AUG-02-99 MON 02:10 PM HIGH COUNTRY ENGINEERING FAX N0, 970 945 2555 P. 01/03 BOUNDARIES UNLIMITED LLC June 24, 1999 Post -Ir Fax Note 7671 ease ?©In nh 0 • RAM 1 Co/Dept. , R 4 .t / . 4 S C o. 1: 2 J Shannon Voorheis Iiiii Phone 4 Glenwood � a Glenod Springs, CO 81601 N Re: Voorheis Residence ISDS, Lot 7, River Ridge PUD, Garfield County m'T Dear Ms. Voorheis: 'Ibis letter is to provide information for an individual sewage disposal system (ISDS) for your proposed residence to be located on Lot 7 of the River Ridge PUD. Percolation testing was performed by HP Geotech personnel in the northeasterly portion of the building envelope on May 8, 1999. The average percolation rate was approximately 9 minutes per inch. With the proposed four bedroom house, the average wastewater flow rate expected would be 600 gallons per day, and the design flow rate would be 1.5 times as much, or 900 gallons per day. The minimum size of septic tank required would be 1250 gallons, but we recommend the next standard size, 1500 gallons, With a percolation rate of 10 minutes per inch, an absorption area of S7 l.squarc feet would be required for a gravel and pipe type of absorption bed (see attached sketch). We recommend this type of absorption area instead of a bed using Tnfiltrator*M units. If you have any questions, or need additional information, please contact us. Sincerely, £PP.E. ARIES UNLIMITED LLC Pr ncipal Engineer 'I' B /soe 923 Cooper Avenue, Suite 102, Glenwood Springs, Colorado 81601 Phone/Fax; 970.945.4022 AUG -02 -99 MON 02:10 PM HIGH COUNTRY ENGINEERING FAX NO. 970 945 2555 P. 02/03 • m REMOVABLE CAP al rn z 10 .. 4 - 1 /2 "0 HOLES ' \\.\ i/ C 0 0 SOLID PIPE • c ----- COUPLING 0 L•'. SOLID CAP fOR SUPPORT ® BOTTOM 0 PERFORATED PIPE Of 1RENCH OR BED O wRAPPEO WITH FILTER FABRIC • rn Y.) /��/ / gi m en COMBINATION AIR VENT & INSPECTION WELL DETAIL N.T.S. AUG -02 -99 MON 02 11 P11 HIGH COUNTRY ENGINEERING FAX NO. 970 945 2555 P. 03/03 / 47 w� Y ...I NOO� O \O - W N O W w O o Lim Z C id ts, O Q's w V) W wO " w < cc 1 m (OZ.' V) [D O I - U l____ • z ° 0 at ►— V. o 0 W • c v . W / 2 U m Z r " 0 tip x IA 2 w • oz 9 Z c�z V w 2 vi w -+.. I \ a ^ L¢ co > N a s o Q k w I T re o0 7dn. °o . \�� ce w J O i_ \�� N 0.Q W 0 f " O)O 0. _ 00p �� W 4, & 666[ 91 :6Z :Di bZ unp nqi 6 Mp'JOMe ( y1 \6Mp \D0066 \66 \ OHr1NSns\ :r'