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HomeMy WebLinkAbout02559 r • v LE � FTELD' 1 A n f y'' . Cp ',' GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit c J 9 109 8th Street Suite 303 Assessor's Parcel No. Glenwood Springs, Colorado 81601 Phone (303) 945.8212 This does not constitute INDIVIDUAL SEWAGE DISPOSAL PERMIT a building or use permit. PROPERTY Owner's Name ` Sopria RV Park \' present Address 0640 CR 106 Carbondale Phone 963 -0163 0640 County Road 106, Carbondale System Location y' Legal Description of Assessor's Parcel No. SYSTEM ESIGN - Septic Tank Capacity (gallon) Other ' 11 Percolation Rate (minutes /inch) Number of Bedrooms (or other) SEE LETTER FROM ENARTECH Required Absorption Area - See Attached % I i Special Setback Requirements: Date spector ' ►? i. FINAL SYSTEM INSPECTION AND APPRO AL (BS stalled) Call for Inspection (24 hours notice) Before Coved Installation System Installer R ',o - G XCH//A/'Nga '! Septic Tank Capacity. SwST /NG' - 3 , .E..✓6� pR /_/ .45 Septic Tank Manufacturer or Trade Name ` y't Septic Tank Access within 8" of surface YFSS Absorption Area "2 ' Absorption Area Type and /or Manufacturer or Trade Name V9& c.... S 1 wiz ien r°Rs Adequate compliance with County and State regulations /requirements YEAS Other ! lf42/ RSitJI 9 Date 1/- -4-9 Inspector </ RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE \ *CONDITIONS: \l 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 a uilding requirements. Con- nection to or use with any dwelling or structures not approved by the Building and Zoning office shall au riVically 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 atmowing and material f • • variation from the terms or specifications contained In the application of permit commits a Class I, Petty Offense ($500.00 fine — 8 months In )ail or both). , ,.White - APPLICANT Y4llow- DEPARTMENT ENARTECH Inc. Consulting Engineers and Hydrologists December 21, 1994 Mr. Mark Bean Garfield County SM.\- 109 Eighth Street, Suite 303 ,,`\ Glenwood Springs, CO 81601 RE: Sopris RV Park Dear Mark: Enclosed are Individual Sewage Disposal System permit applications for the Sopris RV Park Leach Fields A and B. The design flow for each leach field is based upon actual flows measured at the Sopris RV Park from October 25 to November 22, 1994. The total average daily flow measured was 2,132 gallons per day (gpd). The total design flow for the two leach fields is 4,238 gpd as _outlined in the enclosed design calculations. Leach Field A is a proposed leach field to be located near the entrance at the west end of the Sopris RV Park. This leach field will replace the existing leach field located adjacent to the Manager's residence. The existing septic tanks and dosing tanks for this system will be utilized. This system will serve RV Spaces 1 - 21 and the Manager's Residence; up to 4 bedrooms were allowed in the Manager's Residence to allow for future expansion of this residence. The average flow into this system at full occupancy is estimated to be 1,475 gpd; the design flow is 2,213 gpd. The proposed leach field consists of 62 "Biodiffuser" leach field chambers as shown on the enclosed design drawing and specifications. The required setbacks include 147 feet from the irrigation ditch, 197 feet from the water supply well and 379 feet from Leach Field B. Leach Field B is an existing sewage disposal system located at the east end of the Sopris RV Park. This leach field serves RV Spaces 22 - 27, the laundry and the shower facilities. The average flow into this system at full occupancy is estimated to be 1,350 gpd; the design flow is 2,025 gpd. The existing system consists of two septic tanks and a 2,400 square foot leach field. The required size for this leach field is 1,400 square feet. The required setbacks include 132 feet from the irrigation ditch, 182 feet from the water supply well and 379 feet from Leach Field A. The existing septic tanks and leach field are sufficient as constructed; no improvements to the existing Leach Field B system are proposed. 302 Eighth Street, Suite 325 P.O. Drawer 160 Glenwood Springs, Colorado 81602 (303)945 2236 Mr: Mark Bean Page - 2 Both leach field systems meet the required setbacks from the irrigation ditch and from the water supply well. The two leach field systems also meet the State's separation requirements to be considered individual systems under the County's jurisdiction. Construction of Leach Field A will commence upon issuance of the ISDS Permit. Please give me a call is you have any questions or require additional information. Sincerely, ENARTECH, INC. S?:_f Peter Belau, P.E. PB /jlw Enclosure cc: Sopris RV Park P407 -01 (P407_028)94 0 g . it i ' ' 4 it fro ` glt::li / INDIVIT)TJAI, SEWAGE DISPOSAT, SYSTEM APPT,IC'ATION OWNER Sopris RV dark Leach Field "Au ADDRESS 0640 County Road 106 PHONE 963 -0163 CONTRACTOR ADDRESS PHONE PERMIT REQUEST FOR (X ) NEW 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). J,OCATION OF PROPOSF,T) FACIT,ITY: COUNTY Garfield Near what City or Town Carbondale Lot Legal Description NW /4, SE /4, Section 28, T.7S., R.88W. WASTES TYPE: (X) Dwelling ( ) Transient Use ( ) Commercial or Industrial ( ) Non - domestic Wastes (X) Other - Describe RV Park - 21 Spaces BUILDING OR SERVICE TYPE: Manager's Residence and 21 RV Spaces Number of bedrooms: 4 Number of persons (x) Garbage Grinder (x ) Automatic Washer (X ) Dishwasher ,SOTIRCR AND TYPE, ()F WATER SIMPLY. (x) WELL () SPRING () STREAM OR CREEK Give depth of all wells within 180 feet of system: None If supplied by communtiy water, give name of supplier: CiROI JND CONDITIONS. Depth to bedrock: more than 20 feet Depth to fast Ground Water Table: more than 20 feet Percent Ground Slope: 1 percent DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: 700 feet across river Was an effort made to connect to community system? Yes; too expensive TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: (x) 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: (x) Absorption Trench, Bed or Pit ( ) Evapotranspiration ( ) Underground Dispersal ( ) Sand Filter ( ) Above Ground Dispersal ( ) Wastewater Pond ( ) Other - Describe: WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? No • pERCOI.ATION TEST REST J1.TS: (To be completed by Registered Professional Engineer) Minutes 24 per inch in hole No. 1 Minutes 27 per inch in Hole No. 3 Minutes 95 per inch in hole No. 2 Minutes per inch in Hole No. _ Name, address and telephone of RPE who made soil absorption tests: Peter Blau, P.E. Enartech, Inc., P.O. Drawer 160, Glenwood Springs, CO 81602, 945 -2236 Name, address and telephone of RPE responsible for design of the system: Same Applicant acknowledges that the completeness of the appliction 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 purposes of the evaluation of the application; and the issuance of the permit is subject to such terms and conditions as deemed necessary to inusre compliance with rules and regulations adopted under Article 10, Title 25, C.R.S. 1973, as amended. The undersigned hereby certifies that all statements make, 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 bre relied on by the local department of health in evluating the same fro 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. Signed Date I I _ �f Peter Belau, P.E., Design Engineer ?LEASE DRAW AN ACC! IRATE, MAP TO YOI JR PROPERTY pT.eT PT AN AND T)ESIGN FEAT! JRES Include by measured distance location of wells, springs, potable water supply lines, cisterns, buildings, property lines, subsoil drains, lake, water course, stream, dry gulch and show location of proposed system by direction and distance from dwelling or other fixed reference object, and additional submissions in support of this application such as data, plans, specifications statements and commitments. See Attached Drawing SOPRIS RV PARK LEACH FIELD "A" ISDS CONSTRUCTION SPECIFICATIONS 1. Construction shall conform to Garfield County Sewage Disposal System Regulations. 2. The Garfield County Building Department shall be notified of the construction progress so the system may be inspected. Do not backfill over the leach field until the installation has been inspected. 3. Leach field chambers shall be low profile "Biodiffuser" units manufactured by PSA, Inc. or an approved equal (see attached Specification Sheet). 4. Piping into the leach field shall be sloped to drain to prevent freezing. 5. Biodiffuser leach field chambers shall be installed in accordance with the Manufacturer's installation instructions (attached). 6. Grade the surface above the leach field for drainage to the existing culvert located approximately 90 feet northwest of the property corner. Excavate the culvert inlet and a drainage ditch into the culvert as necessary for proper drainage. 7. Contact the Design Engineer, Peter Belau at Enartech, Inc. (945 -2236) for additional information. . . . Bio Diffuser SEPTIC DISPOSAL AREA NSA LA O N _ m Ns Hi UC MONS i ‘ ... - =V . . ' .. , r ' I • • . , .4 • .0., , • ' '.. # l y ' 0 o -7* k 4 + )■ % - . *. -C M 4 4:: .. 0 k* ;-. 4 ":: . .. -; 1.*": ' ' . ...,a, • N S* * . . 4", 44. i k s„.., , 441. " -• ,, 4. ;4 • . •., *1310 DIFFUSERTM IS A TRADEMARK OF PSA, Inc PATENTS PENDING . Introducing . • Brio Diff user TM STONELESS WASTEWATER DISPOSAL SYSTEM .,- • X� iY. ' j° '.' t I t l , , rte i^±1 - - - �-__: r ,., axw . 1A �f y „. } a. ts& , Yr,.r o f i y i,; .. . , l y i ' � • '' rX S '•^ tw .,, • yam +» •_ '.. r a _ 4-, f 'i a t b r • A . -- • a ,...1 —C • L I . i.-.y ' ^ o * , r , I - � f r ¢ 4, �� 1 . 4 , .ta , r '� ~ J �,, \ 14 k f.� I ' L e The Chamber Leach Field System *BIoDIHuser"" is a trademark of PSA, Inc. Now There Is A Better Way! ♦ BioDiffuser Units: 34" x 76" x 14" or a .:;'__• 34 "x76 "x11" a s. ♦ Stoneless design for ~� �""- greater storage volume j' ♦ Open bottom eliminates � * .. masking or shadow effect °" ♦ Louvers protect "open" sidewalls , + 1 + Sidewall openings increase infiltrative surface and minimize masking effect ♦ Improved performance 3 ♦ Very economical 1 Maximizes unmasked leaching surface The BloDIffuser t provides the optimum amount of unmasked effective leaching surface. Its design objective is to provide an open bottom and SPECIFICATIONS: unmasked sidewall to allow effluent to flow via Original Standard Unit Low Profile Unit capillary action in all directions. This has been Length 76" Length 76" achieved by combining the traditional, open Width 34" Width 34" bottom with a series of louvers along the sides. Height 14" Height 11" Effluent inside the chamber flows to uncompacted Invert 9" Invert 6.5" soil along the full length of each side. The louvers BioDifrusersTM of either size, when installed with are designed to allow effluent to pass into the properly graded and compacted soils, to depths of cover uncompacted backfill while preventing it from of 12" or 17 ", withstand H - 10 or H - 20 load factors migrating into the chamber. respectively. I .., ,- -4 , . i t 4'x s a „_ a is d f. ,,, -cd. , v r 1 , 7 Y ' * ,p 1 1- s 11. � i p 4 f0 C r . c '1 ✓ < . .t r t fi t.:elk $ :, �f � , .. . . . Installation Made Easy! y. .. -' • . am.�.:4,.,.. , ... .:. .. ,., f +: i3: ... :. " i ... �' , .. : .A ...zra.:..a.A"P.a ' '.acA, A ri . "" —.sc - . + Excavate 3 ft. trenches or bed. f . � " 4 + Smooth irregularities and level surface. , i .-.-s -- " ' ' B ...:1011 , - + Assemble BioDlffuseP' by simply snapping ® , e together the units end to end and slipping on the end caps (no screws necessary!) ` a\ .. 0' + Install piping to each row using knock -outs !?, ,' " . , %• `• provided in the universal end caps. i , ft + Backfill to top of units with native coarse soil, ,* e "n L ..., coarse sand, or gravel. Avoid use of fine sand. ;„ ?, -c 1, ` ' ` .:_ C + "Walk in" fill to compact soil along sides. ' A F ' t,, 1 , , ' It .- "p- '1 :4 • + Using a light tracked machine, cover the r" '7 BioDiffuse" units to a minimum of 1 depth ,le t S. ` ° . , a . ,. ' (17" for H -20 installations), maintaining at least " y: ' a ' 4 r, 12" separation between chambers and machine at .. all times. Avoid large rocks and debris in cover T A z material. r 4 ` i•f � • - , '1,.. .-c:-. NOTE: See e separate Installation Instructions for complete ° —` . +•" • details of all installations and tips on how to make the job go even easier. Alternative Installations z � • ''' : r ' : " . ; _ BloDIffuser" is designed and engineered to N address all system design challenges. i . > "i„ TRENCH, BED, MOUND, AND PRESSURE '' • "f` � '. !P.., y. -t ,; d 'i 1 DOSING system challenges can be addressed and , _ ! 1 i met with BIoDlffuserT"' plastic leaching chambers. i o t a . • ° T �� 3 v' : -:'" " Ideal for REPLACEMENT SYSTEMS. Many states - if . - : - allow a substantial REDUCTION in disposal area "'--4. ,, ' - - -- - _ ... sizing versus conventional pipe and stone, due to �` z = - the increased storage capacities. and optimized � \ ` . ■ .- - infiltrative surface area (open bottom) of the BioDIffuser' ra . i x _ STORMWATER MANAGEMENT and CONTROL ": i Aor Yj • can be addressed with the BioDiffuser"" plastic *_ `, leaching chamber system. Combine the units A,1„:.,,.• S - with stone to meet most requirements for storage '.• =,' <` ' and treatment. Installation instructions are i" .- available. Get the $iobi f fuser" Advantage A. \ r i— � X . � . • _- t om , = ;x;71 BUILT TO LAST j \ T 1 • + Constructed of environmentally safe high density .- - >, structural foam plastic, it is strong, lightweight ° ... ---!;,,,s,. ; : '''u � ;," P g ervious to sewage. and impervious - ' ` - ` . t.: . a . �L— INSTALLATION IS A SNAP . a .; d - Lightweight units can be installed by one man `A : with only a backhoe, level, and rake, saving c' '4, installation time and labor. ", } , 4 - 4 NO STONE REQUIRED , ? _ _ -. ' ' c • - Engineered for gravel -less installation, ,J 'tat; -; - y ; ;; eliminating damage to grounds from heavy ' 41E ,i' equipment and concerns about 'dirty' stone v _ - ,u i. and gravel compaction. i - '` kt +j .a4 .., HIGH SURGE CAPACITY 1 , ' . -c• � t 4 Large peakload capacity insures safety and �, ` ( 1 . ` long term function. : - - JMPROVED DESIGN ' f ' • Y r {,s: < Universal end caps eliminate guesswork and .. i. , , 4 i reduce inventory; no screwing required with - ,, its y;X new interlocks. 'N /1' r 40, LIMITED WARRANTY 1. Each BioDiffuser"' unit is warranted to the original purchaser against defects in materials and Distributed by: workmanship for one year from the date of manufacture when installed in accordance with manufacturer's instructions. PSA, Inc. will supply a replacement unit. PSA. Inc.'s liability specifi- cally excludes the cost of removal and/or installation of the units. 2. This warranty is exclusive. There are no other warranties with respect to the units, Including no warranties of merchantability or fitness for a particular purpose. The warrantee does not ex- tend to incidental, consequential, spedal or indirect damages. Specifically exduded from war- rantee coverage are: damage due to ordinary wear and tear; alteration, abuse or misuse; sub - jection to stresses greater than those prescribed in the installation instructions; the placement of Represented By Improper materials by buyer into buyer's system any event not t caused by or under the control DODSON ENGINEERED PRODUCTS, INC. of PSA, Inc. In no event shall PSA, Inc. be responsible for any loss or damage to the bu y er, the units, or any third party resulting installation or shipment. 0033 Marand Rd. P 0. Box 248 3. Buyer shall be solely responsible for insuring that installation of the system is completed in GLENWOOD SPRINGS, COLO. 81601 accordance with all applicable laws, codes, rules and regulations. 4. No warranties or representations at any time made by any representative of PSA, Inc. shall (303) 945-2233 vary or expand the provisions hereof. No warrantee applies to any party other than the original purchaser. B i c) D i user T M #1291 U.S. PATENT PENDING Can - IRD. 1990 • PSA, Inc., P. 0. Box 307 Augusta Road, Topsham, Maine 04086 Phone (2071 729 -1628 FAX (207) 729 -8710 GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit N_ 2 5 U 0 ' 109 8th Street Suite 303 Assessor's Parcel No. Glenwood Springs, Colorado 81601 Phone (303) 945-8212 This does not constitute INDIVIDUAL SEWAGE DISPOSAL PERMIT a building or use permit. PROPERTY 1 � A eh C h / e? S /� Owner's Name ^� OF'�"� 1- fe- Present Address n L % ' 1 /O4 Phone / Q 47- 0/ r 3 System Location O Z 9 0 C / �t ) ' / D 4, 9' c .y c� - r Legal Description of Assessor's Parcel No. /V I ✓ ' SAz. 2 d T / `� ' / /� D (y R �/ SYSTEM DESIGN ,4541 4 a/ r y q Septic Tank Capacity (gallon) Other Percolation Rate (minutes /Inch) Number of Bedrooms (or other) Required Absorption Area - See Attached ` , s .,� /_y� �jk j a r Special Setback Requirements: V !�//` _ � Date / "- 9 s� Inspector / e / C v 4 / A--' 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 _ L. Adequate compliance with County and State regulations /requirements — - 11;w NI A g! 0 In 5 O 2 oo 0 < ▪ rn ▪ o L N 1 •", 1 I W E §N x=n r 8J pi d 1 m z en i cn p en -1,g li - : • rn • 0 in mp • 1 r I W r o D i D D Z 10 I I N 1 3 I 6 I 6' 6' 6' 6' I 3' r 36' ' • . ' \ , r 0 \ �^ % \® M§ \ ;\ ____ x G : - - - - §( { - - - - / / 2 � _ - -- rn \$ z - -- -.5- ), - !a \ / \ _ _ _ _ ) *2 C:3 m m b !, - - -- a ./ �\ - - -- |i f - - - - - w \q - - - - : <i 01 |§ \ \ \ \ 2]§ i I - \ ( ' \' 0 ` ( yip%om . " \ !n �£ y ( m a a $ \\ / ( \ , % ,. ¥ ,! t om ' © 3 / / } 0c z - o °L ' 3 SOE'RD2 RV PARK -ctatr SCALE ENAR�CNM� ENGINEER �7 U LEACH EFDI LI pip a. w imam MO DWG FILE © & _` \LOB 407-01 ■EWAcc E 2■PO■AL SYSTEM IT'S AS SIMPLE AS Q E3 © - TRENCH SYSTEMS ak / i 1 . 1 • ' -6 ve e „'V" .f , ,c w • Excavate trenches to a 3' width & proper ` fi P y , -- :, t depth as required by state and local codes. '' 0, r r +�.. .' a Smooth Irregularities In the excavation. A a ,3 ?` • ,"'- level , flat surface is very Important, • / ,t? r - - ' a. �" a c .� II '^ , 3 " 3 44 0 • Assemble 1310 DIFFUSERT" leaching f ` ' ` • . - ' ' chambers and universal end plates together In { '- •'` trench(es). • � . • A small amount of silicone type lubricant aids In locking BIO DIFFUSER*" leaching chambers together for positive assembly. (NO SCREWS 1" ARE REQUIRED) ._ ti 1r i ,, - —, • The universal end plate Is constructed with it — '. tabs so that the earth fill on one side will hold It ( Aa --'"- securely In place against the 810 DIFFUSER''". ,,,• • Punch out pipe hole openings In the end w .. R plates as needed and connect Inlet pipes and rows. .. - -* " C �r + .•}. r r • " • •� • Fill around side walls with native soil, coarse sand or fine gravel. (Silt or clay should not be Y usedl « -. " • "Walk In" 1111 to firm soil along sides. Thls Is very imuortant to achieve full weight retina. f 1 r . .1 - . " ` , i' ..ate, e/ • Cover 1310 DIFFUSERTM leaching chambers to .l ie a minimum of 12" after consolidation for H -10 -, } 4•%r`` ,. /--A -.`� at x - _} -4" '".. applications and with 17" minimum cover after �r - ' sae�3 4 consolidation for H -20 applications. Avoid / s ? ., large rocks or debris In cover material. ( A well c - 4 ;'.�"% i graded crushed gravel and careful compaction • '' -. ~ Is recommended for H -20 Installations.) IT'S AS SIMPLE AS Q l03 CLUSTER SYSTEMS A • Excavate and level Installation area. 1 rr • Scarify surface to remove any glaze caused during excavation. 0 `,.r • Install BIO DIFFUSERTh leaching chambers _ a�.. s �_ — �x In adjacent rows to cover desired area. • Install universal end caps and secure in i place with back fill. t / q • Install piping to each row using knock outs provided In the universal end caps. Alt .� , • Ends of rows may ' connected with piping d irt . to Improve distribution. w } • Fill perimeter and Interior side wall areas to IL �+ 7- t 1 .' top of louvers and walk Into place. ej _ .. "'°"`' ...r -r• • Using a Jlaht tracked machine, fill to ' '" minimum 12" depth (17" for H -20 N.v ,,` Installations), maintaining at least 12" • �•; separation at all times. • • Do ilia allow large rocks or debris In back , ,, '' • " ` 4 • ` .+ • , fill material. s � ;i • § f i3 '•; ' 1'4: ' 2 :; 5 • Do not use a wheeled machine on cluster .,77 ea > .,art area. �w — -- • When soli compacted properly and to ' ( . prescribed depths, RIO DIFFUSERT" leaching ` `' chambers will support H -10 and H -20 loads. • a • • FILLED TRENCH SYSTEMS • Bring chamber area to approximate finished grade by filling and compacting to stabilize area and eliminate future settling as much as possible. Proceed by following steps A,B,and C, as described for trench systems In this brochure. MOUND SYSTEMS • Bring chamber bottom area to grade, level and flat. • • • Proceed by following steps A,B, and C, as described for cluster systems In this brochure. LIMITED WARRANTY 1. Each Bio Diffuser Unit is warranted to the original purchaser against defects in materials and workmanship for one year from the date of manufacture when installed in accordance with manufacturer's instructions. PSA, Inc must be notified within len days of the appearance of any detect during this warrantee period. PSA, lnc.wlll supply a replacement unit. PSA, Inc.'s liability Specifically excludes the cost of removal and /or installation of the units. 2. This warranty is exclusive. There are no other warranties with respect to the units. including no warranties of merchantability or fitness tor a particular purpose The warrantee does not extend to incidental, consequential, special or indirect damages.Specifically excluded from warrantee coverage are: damage due to ordinary wear and tear; alteration. abuse or misuse: subjection to stresses greater Than those prescribed in the installation instructions; the placement of improper matenals by buyer into buyers system; any event not caused by or under the control of PSA. Inc. In no event shall PSA. Inc. be responsible for any loss or damage to the buyer, the units, or any third party resulting installation or shipment. 3. Buyer shall be solely responsible for insuring that installation of the system is completed in accordance with all applicable laws. codes, rules and regulations. 4. No warranties or representations al any time made by any representative of PSA, Inc. shall vary or expand the provisions hereof. No warrantee applies to any party other than the original purchaser. MANUFACTURED BY: DISTRIBUTED BY: • P.S.A., Inc. Represented By P.O. Box 307 DODSON ENGINEERED PRODUCTS, INC. Topsham, Me. 04086 0033 h4arand Rd. P 0 . Box 248 GLENWOOD SPRINGS, CO LD. 81601 (303) 945.2233 PSA 0390 • « - • \ 02 a i t k 0 az \ ci mg z \ \ \ ^ \\ - - a, - G - - §( {§ \ - \ • // (� - - _" 7( \ _ \ \ Pi 1 -4® \ \ \ 'nt, z / ) \ \ \ >� / J _ - _ | !( « d _ _ _ ! $ \ - - \ \ / 2ƒB -. w ! T T w � 0{\ /a \ \ ~ C.5 k \/ Evi C2 r 1 1 ° � � \ k u., , \ . \ \ ` ( Ca i ! \ ) . m $ ;9 • o ,® k: . i ` k §\ 0, � � ` / { \% DATE i S OPRO2 RV PARK SCALE r » ARC MC. ENGINEER P. BELAU LEACH /22LD "Q" a. more - & , t \...... sE9A@E 2aPO$AL SYSTEM From : KIT,S EXCAVATING PHONE No. : 303 963 9277 / } y Ju 1 . 17 1996 9:34AM P01 .2892 ---�- ..." .. # , y., ) PO BOX KIT'S EXCAVATING LLG 970 983 °� / 1355 CELL BASALT, COLORADO 81821 FAX ## 970 9634277 � ��� . 1 996 I' / *14/ ry/ err • CUSTOMER INVOICE F OR WORK COMPLETED # Q6047 DATE 4/3/96 • &OPRIS RV PARK JOB: SAME HWY 82 CARBONDAI E COLORADO 81623 }DATE EQUIP BY ULSCRIPTION HOURS RATE TOTAL BALANCE 1 • 3/27/36 710 DE MOVE IN 2.00 05.00 170.00 170.00 3/27/96 710 KG WORK ON LEACH FIELD 6.00 85.00 510.00 680.00 5127/96 LBR R$ CHECK GRADE 2.00 30.00 60.00 740.00 3/28/96 710 R8 DIG TRENCH 9.00 86.00 766.00 1,506.00 3/28/96 MAT 64 INFILTRATORS 04.00 36.00 2,304.00 3,809.00 3/28/96 MAT 140 FT. 2" PVC & FITTINGS 1.00 153.50 153.50 3,962.50 3/29/96 LBR RS LAY INFILTRATORS 0.00 30.00 240.00 4,202.60 3129/96 710 KG DIG TRENCHES 6.00 86,00 426.00 4,627.50 4/1/98 710 R3 WORK ON LEACH FIELD 4.50 85.00 382.50 5,010.00 4/1/98 LBR RS INSTALL INFLITRATORS &EXC. 6.00 30.00 150.00 5,160.00 4/2/96 LBR RS WORK ON LLACI I FIELD 5.50 30.00 166.00 5,325.00 4/4/96 710 RS WORK ON LEACH FIELD 5.00 85.00 425.00 5,750.00 414/96 110 RS COMPACTION 4.50 50,00 225.00 5,975.00 4/5/96 710 RS WORK ON LEACH FIELD 0.00 05.00 510.00 6,000.00 4/5/96 110 RS COMPACTION 2.50 50.00 125.00 6,000.00 3/27/86 ROA (2,500.00) 3,500.00 4/2/96 710 RS GUT OFF OLD LEACH FIELD 2.00 85.00 170.00 170.00 4/3/96 710 RS GUT OFF OLD LEACH FIELD 7.00 85.00 395.00 705.00 4/3/96 110 RS COMPACTION ON DIKE 4.00 50.00 200.00 965.00 SALE OF MATERIAL TAKES PLACE AND TITLE OF GOODS TRANBFLR Al HL I AIL PLACE OF BUSINESS (ANY DISCREPANCIES IN PRICE ARE DUE TO SHIPPING AND HANDLING) AMOUNT DUE AND PAYABLE WITHIN 15 DAYS. S. 4.465.00 THIS ACCOUNT IS DUE AND PAYABLE FIFTEEN DAYS FROM 11 IL DATE or BILLING. IF PAYMENT 18 NOT RECEIVED by SUCH DATE. T1113 PAYMENT OHALL bC PA01 DUE- AND SHALL THEREAFTER BE SUBJECT TO A SERVICE CHARGE OF TWO PERCENT (2 %) PER MONTI I OF THC SUM OP THE CHARGES OUTSTANDING UNTIL PAID WI1101113 AT .AN ANNUAL RATE OF TWENTY -FOUR PERCENT (24 %). ALL COST OF COLL ItCTION, INCLUDING ATTORNEY'S FEES 1NOURRED IN COLLECTING THE PAST DUE SUM$ 31 -TALL BE ADDED TO 114L DALANOE OF THE A000UNT. Page 1 From : KIT,S EXCAVATING PHONE No. : 303 963 9277 Jul.17 1996 9:34AM P01 . . .1 7- 970 983 -2892 KIT'S EXCAVATING LLC CELL # 970 379 2104 i I AC! f / PO BOX 1366 FAX # 970 9639277 a / ' i BASALT, COLORADO 81821 ii CUSTOMER INVOICE I OR WORK COMPLETED # 98047 DATE: 4/3/96 ' 60PRIS RV PARK JOB: SAME HWY 82 CARBONDAI E COLORADO 81623 (DATE EOUIP BY DESCRIPTION HOURS RATE TOTAL. BALANCE 1 3/27/96 710 DE MOVE IN 2.00 05.00 170.00 170.00 3127/9t5 710 KG WORK ON LEACH FIELD 0.00 85.00 510.00 680.00 3/27/96 LBR RS CHECK GRADE 2.00 30.00 60.00 740.00 3126/90 710 R8 DIG TRENCH 0.00 86.00 765.00 1,505.00 3/28/98 MAT 84 INFILTRATORS 04.00 36.00 2,304.00 3,809.00 3/28/96 MAT 140 FT. 2" PVC & FITTINGS 1 , 00 153.50 163.50 3,962.60 240.00 3,962.60 3/29/96 LBR RS LAY INFILTRATORS 3/29/98 710 KG DIG TRENCIHCO 6.00 86.00 426.00 4,627.50 4/1198 710 RS WORK ON LLACI I mu) 4.50 85.00 382.60 5,010.00 4/1/98 LBR RS INSTALL INFLITRATORB &EXC. 5.00 30.00 150.00 5,160.00 4/2/98 LBR RS WORK ON LLACI I FIELD 5.50 30.00 186.00 5,325.00 4/4/96 710 RS WORK ON LEACH FIELD 5.00 85.00 425.00 5,750.00 4/4/96 110 RS COMPACTION 4.50 50.00 225.00 5,970.00 4/5/98 710 RS WORK ON LEACH FIELD 0.00 05.00 510.00 8,000.00 4/5/96 110 RS COMPACTION 2 50 50.00 125.00 6,000.00 3/27(98 ROA (2,500.00) 3,500.00 4/2/96 710 RS CUT OFF OLD LEACH FIELD 2,00 85.00 170.00 170.00 4/3/96 710 RS GUT OFF OLD LEACH FIELD 7.00 85.00 595.00 705.00 4/3/96 110 RS COMPACTION ON DIKE 4.00 50.00 200.00 905.00 SALE OF MATERIAL TAKES PLACE AND TITLE OF GOODS TRANSFLH AI NL'I AIL PLACE OF BUSINESS (ANY DISCREPANCIES IN PRICE ARE DUE TO SI LIPPING AND HANDLING) AMOUNT DUE AND PAYABLE WITHIN 15 DAYS. $ 4.465.40 THIS ACCOUNT 15 DUE AND PAYABLE FIFTEEN DAYS FROM Ti it DATE Or DILLINO. IF PAYMENT 18 NOT RCCtIV1:U BY 51)011 DATE. TI113 PAYMENT UHALL bt PA01 DUE AND SHALL THEREAFTER BE CUDJECT TO A SERVICE CHANGE OF TWO PERCENT (2W PER MONTI 1 Or nit SUM Or THE OHAROEE OUTSTANDING UNTIL PAID WI1101113 AT .AN ANNUAL RATE OF TWENTY -FOUR PERCENT (24%). ALL COST OF COLI. ICTION, INCLUDING ATTORNEY'S rCCU INCURRED IN COLLECTING THE PAST DUE SUMS SHALL BE ADDED TO I I It DALANOC Or THE AOOOUNT. Page 1