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Home My WebLink About20160678.tiff HSP101iP ^ INDIVIDUAL.. SEWAGE DISPOSAL SYSTEM PERMIT NO. G-^7:L09 50 'S WELD COUNTY HEALTH DEPARTMENT NEW PERMIT ENVIRONMENTAL HEALTH SERVICES 15:17 :16TH AVENUE COURT. GREE:I._EY. CO 8063:1 353-0635 EXT.2225 OWNER COGOINS. LINDA/'T'HOMAS ADDRESS 9993 WCR :I.1. PH (303) 776•-971x9 LONGIMONT CO 80504 ADDRESS OF PROPOSED SYSTEM 9993 WCR :L:1. LONGMON'T CO 80504 LEGAL DESCRIPTION OF SITE: NE4 NE4 SEC 14 TWP 2 ROG 68 SUBDIVISION: LOT 0 BLOCK 0 FILING 0 USE TYPE: RESIDENTIAL OR:IG OWN/MOORE I...OAN 93-326 SERVICES: PERSONS 2 BATHROOMS 1 .75 LOT SIZE 5.00 ACRES BEDROOMS 3 BASEMENT PLUMBING NO WATER SUPPLY CWCWD APPLICATION FEE $0.00 REL:'I) BY X STAFF SIGNED BY MRS. R.G MOORE DATE: 11/26/71 DATE 11/26/71 PERCOLATION RATE: 13.0 MIN PER INCH LIMITING ZONE: 0 FEET SOIL TYPE:: SUITABLE PERCENT GROUND SLOPE 0:. DIRECTION RE OUIFtE::S ENGINEER DESIGN NO IN 100 YEAR FLOOD PLAIN ZONE NO FROM THE: APPLICATION INFORMATION SUPPLIED AND THE ON-SITE SOIU. PERCOLATION DATA THE FOLLOWING MINIMUM INSTALLATION SPECIFICATIONS ARE REQUIRED: SEPTIC TANK 1000 GALLONS. ABSORPTION TRENCH 570 SO. FT. OR ABSORPTION BED 585 SO. FT. IN ADDITION. THIS PERMIT IS SUBJECT TO THE FOLLOWING ADDITIONAL... TERMS AND CONDITIONS; THIS PERMIT IS GRANTED TEMPORARILY TO ALLOW CONSTRUCTION TO COMMENCE. THIS PERMIT MAY BE REVOKED OR SUSPENDED BY THE WELD COUNTY HEALTH DEPARTMENT FOR REASONS SET FORTH IN THE. WELD COUNTY INDIVIDUAL_ SEWAGE DISPOSAL SYSTEM REGULATIONS INCLUDING FAILURE TO MEET ANY TERM OR CONDITION IMPOSED THEREON DURING TEMPORARY OR FINAL APPROVAL. THE ISSUANCE OF THIS PERMIT DOES NOT CONSTITUTE ASSUMPTION BY THE DEPARTMENT OR ITS EMPLOYEES OF LIABILITY FOR THE FAILURE OR INADEQUACY OF THE: SEWAGE DISPOSAL SYSTEM., X STAFF 11/20/71 ENVIRONMENTAL SPECIALIST DATE THIS PERMIT IS NOT TRANSFERABLE AND SHALL_ BECOME VOID IF SYSTEM CONSTRUCTION HAS NOT COMMENCED WITHIN ONE YEAR OF ITS ISSUANCE:. BEFORE ISSUING FINAL. APPROVAL (1F THIS PERMIT THE WELD COUNTY HEALTH DEPARTMENT RESERVES THE RIGHT TO IMPOSE ADDI- TIONAL TERMS AND CONDITIONS REQUIRED TO MEET OUR REGULATIONS ON A CONTINUING BA- SIS. FINAL PERMIT APPROVAL IS CONTINGENT UPON THE FINAL- INSPECTION OF THE COM- PLETED SYSTEM BY THE WELD COUNTY HEALTH DEPARTMENT. SYSTEM INSTALLER UNKNOWN FINAL INSPECTION DATE 05/24/72 SYSTEM ENGINEER APPROVAL X STAFF TYPE OF SYSTEM INSTALLED TANK ENVIRONMENTAL.. SPECIALIST THE ISSUANCE OF THIS PERMIT DOES NOT IMPLY COMPLIANCE WITH OTHER STATE. COUNTY OR LOCAL. REGULATORY OR BUILDING REQUIREMENTS, NOR SHAL..L.. IT ACT TO CERTIFY THAT THE SUBJECT SYSTEM WILL.. OPERATE IN COMPLIANCE WITH APPLICABLE STATE, COUNTY AND LOCAL REGULATIONS ADOPTED PERSUANT TO ARTICLE 10. TITLE 25, CRS 1973, AS AMENDED, EXCEPT FOR THE. PURPOSE OF ESTABLISHING FINAL APPROVAL_ OF AN INSTALLED SYSTEM FOR ISSUANCE OF A LOCAL OCCUPANCY PERMIT PURSUANT TO CRS 1.973 25- :10--111 (2) . ORIGINAL-APPLICANT: COPY-WCHD WCHD--EFTS MAY, 1984 44 r) t oggao f WELD COUNTY HEALTH DEPARTMENT g p 44L 07 /gy, 1555 17th Ave. No. s� Q Greeley, Colorado Application for Permit to I stall, Construct, Alter or Repair Individual Sew ge Die 0 stem. / �y Owner Sponsor I_ Address SP - GD� a� ..• Add sa o Site h 6i , NE y�f h! `�°�' �t P. PI4Mailing Address '4 t/ 4 2- vim. S co. tff.0,...f..m w.. General Information Septic Tank /MD° 1. Living Units / 1. Liquid Capacity/oeo Gallons 2. No. of Bedrooms 2. Dimensions L D 3. No. of Baths / re 3. Material effyyleA 4. Basement Drain ^ `--0 4. Type Inlet 5. Automatic Dishwasher Type Outlet 6. Garbage Disposal 7. Automatic Laundry ".....-ye' Secondary Treatment.] g��, 8. Size of Lot Bar a -4-R--"g---" 9. Type of Soil at l ,y — Field "S-7°41,—Bed-r1-71:24, 10. Percolation Test (/ .�.n •J � 1. No.of dietribun lines-244a z 11. Water Supply i.��A-�--� 2. Trench: Widt►+ Length 12. Lot Grade 3. Type Filler Material 13. Water Table Depth 4. Depth of Filler Material 14. Other 5. Gravel Size 6. Type Tile 7. Depth of Cover 8. Other The Permit is to remain in full force and effect for six (6) months from date,until revoked for non-compliance. This system will be constructed in accordance with the above specifications and regulations governing non- municipal sewage disposal systems, in accordance with Regulation No. 1 of the Weld County Health De- partment. /, • ' 6,Date: I i') - 7/ Applicants • , The plans and specifications as shown are approved, pending p- •e of it fee. Sanitari n: t(� A.t.i... CJC.J Date: OA r-Age). /9 7/ . The above system ins ect d and found to ply with the plan and description. r Installed by ate: Sanitarian: ‘172 !—drotres— Oe PERMIT FEE $ Received by / ice«"/,� i Date' // Xe-7/ Please use reverse side for 4 t Plan or use parate sheet of paper. •...o..r ,_ .• . _ oc , . ri• 1/4 gt (' S 7-I ottsC (V �- 3 I s, N 0 o 8 al r I,1 t/ ^s LI -7 S9 .5q c1 X g' Xr Xi 1 - glbgsj iffle t 1stDEPARTMENT OF HEALTH 150. 16 AVENUE COURT 1 LOAN APPROVAL IGREELEY, COLORADO 80631 ADMINISTRATION (303)353-0588 O HEALTH PROTECTION (303)3530835 COMMUNITY HEALTH (303)353-0839 COLORADO CLOSING DATE: 11/19/93 REQUEST NO: 326-93/2193 FAX FEE ($2.00): N/A DATE RECEIVED: 10/21/93 NEW LOAN FEE $90.00: 10/21/93 TO WHOM IT MAY CONCERN: Review and inspection report regarding water and the sewage disposal system for an existing dwelling: SEND TO: Linda Coggins REALTOR NO.: 9993 WCR 11 OWNER NO.: 776-9719 (H) Longmont, Colorado 80501 OWNER NO.: (W) FAX TO: FAX NO.: INFORMATION: Address: 9993 WCR 11, Longmont, Colorado 80501 Age of Septic: 1975 Legal: PT: NE4 PT: NE4 SEC: 14 TWN: 02 N RNG: 68 W Subdivision: N/A LOT: 000 BLK: 000 FM: 000 Property Owner: Coggins, Linda & Thomas Original Owner: Sealers Tank Pumped on: 10/20/93 By: AC Sewer Service Licensed: Yes PERMIT ON RECORD: Name: Moore, Raymond Permit No. : 6-710950 S.O.E. : No Bathrooms: 2 Bedrooms: 3 Total Acres: 5.0 Date of Final Inspection: 11/30/71 Water Supply: Central Weld Well Permit No. : N/A Tank Capacity: 1000 gallons Field Size: 585 square feet INSPECTION FINDINGS: Date of Inspection: 10/26/93 Soil Conditions: Dry_ xxx Saturated Snow-covered Residence: Occupied xxx Vacant Sewage Disposal System: Satisfactory xxx Other Bacteriological Water Test: Acceptable xxx Other COMMENTS: None Applicable. QUIZ^ DATE: 11/01/93 SIGNATURE: Environmental Protection Specialist Neither the County of Weld, nor any of its agents or employees undertake or assume any liability to the owner of the above property, to any purchaser of the above property or to any lending agency making a loan on the above property in connection with either its examination of the property or in the report. , This inspection was conducted solely for the purpose of detecting health hazards observable at the time of inspection, and does not constitute a warranty that the system is without flaw or that it will continue to function in the future. Inspections requested during periods of snow cover and high soil saturation may be of questionable value to. . potential buyers due to adverse conditions. Water sample reports reflect the bacteriological quality of the water supply at the time the sample was taken. Evaluations based on Statements of Existing (S.O.E.) relies on information the property owner. provides, under oath, indicating current status of the system and representing to the best of his/her knowledge the system is not failing to function properly. • CCAIISSPECIALIST INSTRUCTIONS: • LOAN APPROVAL an Weld County Health Department ! NEED: CLOSIN //-/9 23 REQUEST NO: ,3 2 C9-9V2/ 93 FAX M�AI PICK-UP DATE RECEIVED: l Q t,":„ WOO) : REC •- , •Y: � y\ NEW LOAN RE-FINANCE F 90.00 • 105.00: )0-21-'3 TO WHOM IT NAY CONCERN: Review and inspection report regarding water and the sewage disposal system for 1 an existing dwelling: SEND , Acy a _`•Ogo'1 NS REALTOR NO.: �� x/11 J J OWNER No.: 7 74-,-57/9 (H) PICK-UP: OWNER NO.: (W) FAX TO: FAX NO.: i INFORMATION: Address: (fl2 ")) `&t\Q \ \ t--9cc,yn n4. Age of Septic: 1115 Legal: PT: PT: SEC: 1Lj J TWN: Z N RNG: (D8 W Subdivision l LOT: BLK: .- FLG: Property Owner: (' aS ,ticL 4--(n°'°Original Owner: •Sle20e1-g , Tank Pumped on: o --9 By: AC S ...oar S os Licensed:(Y�N PERMIT ON RECORD: Name: 5OD,fe' ) lC 4 Permit No.: 1050 S.O.E. : Y N Bathrooms: c Bedrooms: Total Adage: SO Date of F nal Inspection: I1-30- / Water Supply: C' LOCAL) 0 Well Permit No. : ((Tank Capacity: ( ) gallons Field Size: 5a7 square feet r INSPECTION FINDINGS: Date of Inspection:01714445 5 Soil Conditions: Dry Saturated Snow-covered Residence: Occupied ,/ Vacant Sewage Disposal System: Satisfactory Other Bacteriological Water Test: Acceptable Other COMMENTS: DATE: 1017(03 SIGNATURE: SA RAC(- Environmental Protection Specialist Neither the County of Weld, nor any of its agents or employees undertake or assume any liability to the owner of the above property, to any purchaser of the above property or to any lending agency making a loan on the above property in connection with either its examination of the property or in the report. This inspection was conducted solely for the purpose of detecting health hazards observable at the time of inspection, and does not constitute a warranty that the system is without flaw or that it will continue to function in the future. Inspections requested during periods of snow cover and high soil saturation may be of questionable value to potential buyers due to adverse conditions. Water sample reports reflect the bacteriological quality of the water supply at the time the sample was taken. Evaluations based on Statements of Existing (S.O.E.) relies on information the property owner provides, under oath, indicating current status of the system and representing to the best of his/her knowledge the system is not failing to function properly. '711 as • 3-24-89 cit •(• DEPARTMENT OF HEALTH 1516 HOSPITAL ROAD GREELEY,COLORADO 80631 ADMINISTRATION(303)353-0586 HEALTH PROTECTION(303)353-0635 D C COMMUNITY HEALTH(303)ggg4A39 COLORADO LOAN APPROVAL Request No: 048-89 Date Received: 3-8-89 Date Forwarded: 3-22-89 Fee Paid: $50.00 Date: 3-16-89 TO ; WHOM IT MAY CONCERN: Review and inspection report regarding water and the sewage disposal system for an existing dwelling: SEND TO: Four Seasons Realty Attn: Ruth McNeil PHONE 9 772-9620 2432 Main Street, Longmont Colorado 80501 INFORMATION: Address 9993 WCR 11, Longmont, Colorado 80501 Legal: PT N2 , _PT NE4 , Sec 14 , T 02 , R 68 W, Age of House 17 years Subdivision , Lot , Blk , Filing Property Owner SEILER. DANIEL Original Owner Moore, Raymond Tank Pumped on 3-9-89 By Bob's Sanitation Service DEPARTMENTAL RECORD SEARCH: Permit 0 G-710950 Name Moore, Raymond G. Bathrooms 2 Bedrooms 3 Total Acreage 5 Tank Capacity 1000 gals. Field Size 585 sq. ft. Water Supply Central Weld Date of Final Inspection November 24. 1972 INSPECTION COMMENTS: Date of Inspection March 21, 1989 Soil Conditions: Dry B Saturated _ Snow-covered Residence: Occupied x Vacant FINDINGS: Sewage Disposal System: Satisfactory B Other Bacteriological Water Test: Acceptable x Other COMMENTS: DATE: March 22. 1989 SIGNATURE: .p `90-1CCIA, Director, Environme tal Protection S es Neither the County of Weld nor any of its agents or employees undertake or assume any liability to the owner of the above property, to any purchaser of the above property or to any lending agency making a loan on the above property in connection with either its examination of the property or in the report. This inspection was conducted solely for the purpose of detecting health hazards observable at the time of inspection, and does not constitute a warranty that the system is without flaw or that it will continue to function in the future. Inspection requested during periods of snow cover and high soil saturation may be of questionable value to potential ' buyers due to adverse conditions. Water sample reports reflect the bacteriological quality .of the water supply at the time the sample was taken. I .SPECIALIST'S INSTRUCTIONS: • .:.Y3.�4° ^ r NEED: 1. .1 Si _ AU C. y `) 2 r r CLOSING DATE 3-3 I :: ,e-----#1•17Y1/41-2/A":3� • l/ �MAI OR PICK-UP NEW LO OR RE-FINANCE LOAN APPROVAL Request No: 4?-gi Date Received: 3-'-&'1 Date Forwarded: Fee paid:-$50,0D Date: 3 !G-fr4 TO WHOM IT MAY CONCERN: Review and inspection report regarding water and the sewage disposal system for an existing dwelling: SEND TO: Four SeaSo,‘S Rea 1-1i Nei 1 PHONE # 17�-G a a'O cl43k Mo°r S4,rr�1 q L�r�q rnoml ((INFORMATION: Address _ -1 c 3 W C R 1\ , Lono�mor& Legal: PT Na , PT-FOE/et , Sec )4 , Tact , Rot W, Age of House -hi rS Subdivision , Lot . , Blk , Filing Property Owner 3e left ban re I Original Owner Rol/rnood /More Tank Pumped on 3-9-Vh By _ *s}j5 S4r ,•lMfaLn DEPARTMENTAL RECORD SEARCH: Permit #2-7/0950 Name MoorE, IZavmond CL Bathrooms rR Bedrooms .3 Total Adreage .� Tank Capacity 7AOP gals. Field Size 5Q$ sq. ft. Water Supply a(.1wc.w v Date of Final Inspection Ah,J 7,2 INSPECTION COMMENTS: Date of Inspection ,Q( O16.4 1 Soil Conditions: Dry Saturated _ Snow-covered Residence: Occupied Vacant FINDINGS: Sewage Disposal System: Satisfactory is Other Bacteriological Water Test: Acceptable/ Other COMMENTS DATE: �l am * SIGNATURE _ A Q;„ t Env onmental Health Specialist Neither the County of Weld nor any of its agents or employees undertake or assume any liability to the owner of the above property, to any purchaser of the above property or to any lending agency making a loan on the above property In connection with either its examination of the property or in the report. This Inspection was conducted solely for the purpose of detecting health hazards observable at the time of inspection, and does not constitute a warranty that the system is without flaw or that it will continue to function in the future. Inspection requested during periods of snow cover and high soil saturation may be of questionable value to potential buyers due to adverse conditions. Water sample reports reflect the bacteriological quality of the water supply at the time the sample was taken. WELD COUNTY COLORADO LAND RECORDS 5/21/2015 AFFIDAVIT OF INTERESTED LAND OWNERS 3:03:58 PM SURFACE ESTATE THE UNDERSIGNED, States that to the best of his or her knowledge the attached list is a true and accurate list of the names, addresses, and the corresponding Parcel Identification Number assigned by the Weld County Assessor of the owners of the property(the surface estate)within 500 feet of the property being considered.This list was compiled utilizing the records of the Weld County Assessor available on the Weld County Internet Mapping site, http://www.co.weld.co.us, and has not been modified from the original. The list compiled for the records of the Weld County Assessor was assembled within thirty days of the applications submission date. Signature Date Property Owners Within 500 ft of Parcel#131314000018 Account Parcel Owner Mailing Address R5611186 131311000024 HALKIN SUSAN A R5611186 131311000024 HALKIN PAUL S 4895 COUNTY ROAD 22 LONGMONT, CO 805049404 R5611286 131311000039 ARCEMENT FLYNN CONNIE R5611286 131311000039 FLYNN KEVIN W 4969 COUNTY ROAD 22 LONGMONT, CO 805049404 R5611586 131311000051 HURT LEONARD R 4959 COUNTY ROAD 22 LONGMONT, CO 805049404 R5612286 131311000062 BUSWELL CONNIE L 4917 COUNTY ROAD 22 LONGMONT, CO 805049404 R5612386 131311000063 BUSWELL CONNIE L 4917 COUNTY ROAD 22 LONGMONT, CO 805049404 R1203902 131311403003 PEIKER KAREN D R1203902 131311403003 PEIKER WILLIAM E 10072 BELMONT ST GENERAL NOTES: Z I) ALL CONSTRUCTION AND MATERIAL SHALL CONFORM TO THE CURRENT WELD COUNTY O PUBLIC HEALTH DEPARTMENT OWS REGULATIONS DATED AI I I'5T 15, 2005, THE STATE It HEALTH DEPAKIMtNT ISDS REGULATIONS, AND THE U.S. PUBLIC HEALTH SERVICE PUBLICATION NO. 526 ' MANUAL OF SEPTIC TANK PRACTICE.' U N 2)PLANTING OF DEEP ROOTED GRASS (Is. FAIRWAY CRESTED WHEAT, NO SOD) OVER W THE BED AREA IS REQUIRED WITHIN 3 MONTH5 OF INSTALLATION. n 3) TREES AND 5HRUBS SHALL NOT BE LOCATED WITHIN 1O FEET OP THE BED. SABLE AVENUE (CR 22) O 4) A LAWN IRRIGATION SYSTEM SHALL NOT BE INSTALLED OVER THE BED. 5) CHEMICALS SHALL NOT BE DISPOSED OF IN THE SYSTEM. x x x \ CO FOUNDATION DRAINS OR SUMPS, SWIMMING POOLS, HOT TUBS, SPAS OR TRAVEL z --------- -- ----" \ TRAILER HOLDING TANKS SHALL NOT BE EMPTIED OR DISCHARGED INTO THE SYSTEM. ll v LL. ._._._._._._._._._._._._._._._._._._._._._._._._._._._._FYN1 ._._._._._._._._._._._._._._._._._._._._._._._._._._._._.o._._._.-.-.-.-. � W THE BED SHALL NOT BE PAVED OVER, DRIVEN ON OR HAVE LIVESTOCK TRAFFIC Q_._._._._._. ar N INS R.O.W. Q In°�µgnaR�: wXwatleNT < ! 8.) THE CONTRACTOR SHALL VERIFY ALL SETBACKS AND PROPERTY LINES PRIOR TO g 7 °i°1"° sr ! CONSTRUCTION. y IIi1L1Wq�Tp�7tp 7& 21 c1Vl x law ,°'"* HEN EXIST T TOTIL IOfKIOfK•�allMF)1� E�-�n�X 1OD781 sr / Or SRM. ORICE Pl/tl(IIG I T 9.) THIS DESIGN SHALL NOT BE CHANGED WITHOUT THE WRITTEN APPROVAL OF THE C �I 4 i DESIGN ENGINEER AND THE WELD COUNTY HEALTH DEPAKIMtNT.Ara 1 I' TOPSOIL 1COUNT0) IEY HEALTH DEPARTMEN BEFORE SYSTEM SHALL BE OBSERVED BTHEY TCOMP HE SONENTSIGN NARE CO D GINEER AND TI-E WELD u $ YGRO d V °AY II.) ALL SURFACE WATER SHALL BE DIVERTED AWAY FROM THE BED. 0 m I3' LIGHT BROWN SANDY SILT .J u m w �• aFxx 12). THE BED SHALL BE AT LEAST 20 FEET AWAY PROM ANY BUILDING, 1O FEET PROM El 9 �� EMT t w i W/ SMALL AMOUNTS OF CLAY ANY PROPERTY LINE, 50 FEET FROM ANY STREAM OR BODY OF WATER, 100 FEET AWAY Z 0 i I i FROM ANY WELL OR SPRING AND 25 FEET FROM ANY WATER LINE. CD '- r roo ED. r�ao� ! V/ u •.. 13.J THE DESIGN IS VOID IF THE MAXIMUM DAILY FLOW EXCEEDS THE VOLUME STATED IN —I I THE DESIGN CRITERIA OR IF THE OWNER FAILS TO PROVIDE MAINTENANCE OR THE1 it 1� r _ U SYSTEM IN ACCORDANCE WITH THE COUNTY HEALTH DEPARTMENT ISDS REGULATIONS m o o ! .. 4' DARK BROWN SILTY CLAY AND DOES NOT HAVE THE TANK PUMPED EVERY 3 YEARS OR MORE OFTEN IF NEEDED. Z LL I- - artx-,x 77x,04'CHAPEL ! w W/ SAND " °" °'M` g°SE w" ° SYSTEM DESIGN CALCULATIONS: - = NO WATER MAXIMUM SINGLE DAY SEWAGE DESIGN FLOWS FOR PROPOSED CHURCH - CY ED. rED. ED. i m SUNDAY - 800 PARISHIONERS a 2.45 GAL/PARISHIONER/PER DAY • 196O GALLONS/DAY (GPD) PODi ! SEPTIC TANK SIZING - (� \ !�� I �_ I _ = _ THE SEPTIC TANK WILL BE SIZED TO STORE THE SUNDAY MAXIMUM DAILY FLOW FOR 30 HOURS: \ ®R 1960 GALLONS (3O HRS/24HRS) • 2450 GALLONS O 5 l 11- wo USE ONE 2500 GALLON 2-COMPARTMENT CONCRETE TANK ) -----1+I 4 -..-l'irl\ NOT SCALE U t I t 0 SCALE REQUIRED ABSORPTION BED AREA (PER WELD COUNTY STANDARDS) - W i IX r r - r x x x x AREA (SQ.Ft) • I3 ((MAX. DAILY FLOWXt)/3.5) t • PERCOLATION RATE • 22.5 MINUTES PER INCH CD tO North A • 1.3 ((196OX22.5V/3.5) • 34532 • 3455 SQ. FT. F v 5 I PER 2014 WELD COUNTY STANDARDS (SECTION 30-5-30): / ` $- � THE REQUIRED BED SIZE CAN BE REDUCED BY 30% WITH THE USE OF GRAVELLESS CHAMBERS v AND 20% FOR DOSING THE EFFLUENT ONTO THE SYSTEM_ FL FOR A TOTAL ABSORPTION BED REDUCTION FACTOR OF 50% NOT t REQUIRED BED SIZE • 3455 (0.50) • 1121.5 • 1128 SF Ir I�1® I I ® SCALE PER WELD COUNTY STANDARDS,FOR THE INFILTRATOR QUICK 4 STANDARD CHAMBER THE ALLOWABLE SQUARE FEET OF ABSORPTION AREA PER CHAMBER • 12.0. THEREFORE THE NUMBER OF UNITS REQUIRED 4 FOR THE PROPOSED BED IS 1128/12 • 144 UNITS Il- ABSORPTION BED: USE SEVEN (1) ROWS WITH 21 CHAMBERS PER ROW (141 TOTAL UNITS)FOR THE ABSORPTION BED J jj 1 ROW)CF QUICK 4 STANDARD INFILTRATOR CHAMBERS -21 CHAMBERS EACH ROW POSING DESIGN INFORMATION - Q TOTAL NO.OF CHAMBERS • 141 TOTAL AREA OF AB5ORPTICN PROVIDED • 1164 5F USE A 4' DIAMETER DOSING/PUMP PIT WITH 35O GALLON CAPACITY 1 TOTAL TOTAL BED SITE • 21'X1001 DURING THE SUNDAY MAXIMUM SEWAGE PLOW DAY OF 196O GPD, THE ABSORPTION BED WILL BE DOSED 6 TIMES WITH 350 GALLONS PER DOSING. V 111 PLACE A u its)MONITOR PIPE �.m• Pi MATERIAL SPECIFICATIONS: PROPSED CHURCH CHAPEL f 1001-0' I)PIPE SHALL BE PVC TYPE PS-46-F189-82 OR PVC TYPE PSM - D3034-60 WU O aN. ED. PODSDC OFFICE 4 2500 GALLON TI I�J IO ��JJJ 2.)FILTER FABRIC SHALL BE MIRIFI 140 OR APPROVED EQUAL I' 3) DOSING PUMP SHALL BE A LITTLE GIANT 95-CUM OF APPROVED EQUAL CI COMPARTMENT CONCRETE 4N< H H I 4I DIA. 350 GALLON CONCRETE 21 PVC H Ii:' 7 770 DOSING PUMP STATION I ISTRIEUTION BOX DBQX E U ili PVC I PVC 21' X 100' SE D LL $ (i) 0 el 211 �\ /per INTO INFILTRATOR 114115 IA A H Y 4a MONITOR PIPE E min 4 'co SeANNOLE rANIIO 35 f 0\ 3 fL4OVTii- ff NOT I0 SCALE >- 4 omuL SYSTEM 0I U O_ NOT TO SCALE F- U— COVER BED WITH ON SITE MATERIAL ILI ELECTRIC EXISTING GRADE CD I I LINES SLOPE TO DRAIN . I II ITS[ EFFLUENT LINE GATE VALVE 12' �` UNION SYSTEM SHALL TIMED ' INFLUENt 50 THE PUMP DOSES THE 6 LINE n PUMP ON ABSORPTION BED 6 TIMES DAILY 24' DISCHARGE PUMP TANK \ LINE 6'� PUMP OFF 1 ROWS CF INFILTRATOR UNITS SET SIDE BY SIDE REMOVE ALL ORGANIC MATERIAL FROM ORIGINAL SURFACE [DRAWING INFO. SYSTEM SHALL BE ARRANGED RIP OR SCARIFY AFTER ORGANIC REMOVAL BED UNITS N CLEAN SAND A5 SHOO' DESIGNER: KR/CD I/n I I SO THE EFFLUENT DRAINS BACK DRatiNESY: KR/CD TO THE PUMP n s0 I0\ - -a I0\ APPVD. BY: AS SHOWN KR/CD DESIGN REVISED PER COUNTY COMMENTS DATE: 4/23/ ,/ NOT TO SCALE ON 1/22/2014 /2 /2 r�'1 JOB NO.: 14-0095.001 TipIO4L pOSI\G Fyn: TA\< 4RR4\ \ I 0I SHENO.: NOT TO SCALE 1 OF 1 CES Consultants, LLC April 24,2015 Katie Sall,REHS Environmental Health Specialist Weld County Department of Public Health and Environment 1555 North 17th Avenue Greeley, CO 80631 RE: Re-Design Calculations and Information for the proposed Onsite Wastewater Treatment System (OWTS) for Prairie Community Church,9993 WCR 11 Septic Permit Application #SP1400204 Dear Katie: On June 27,2014, CES Consultants, LLC (CES)and the Prairie Community Church submitted an application for a proposed Onsite Wastewater Treatment System(OWTS)to the Weld County Health Department. This design and application was prepared to meet the design requirements of the previous Weld County ISDS Regulations dated August 15,2005 (see attached Septic Permit Application and receipt). On July 22,2014, CES received an e-mail from Bob Wright,formally with Weld County Health, in which he noted that the design of the proposed OWTS system needed to be revised to address two comments that the Weld County Board of Health had concerning the original design (see attached copy of the e-mail). These comments were as follows: 1. WCDPHE will need an additional revision to the existing design indicating that the estimated flow for any single day will not exceed 1,999 GPD. Per the e-mail,Mr. Wright noted that per discussions with Mr. Warren Brown, PE, Program Manager for the Tri-County Health Department Onsite Wastewater Program, informal research he has conducted for churches in the Tri-County jurisdiction indicates that the actual range of wastewater flows for churches is between 1.5-2.5 GPD/attendee at Sunday service. Per my discussions with Mr. Wright, he indicated that we could use a design wastewater flow of 2.45 GPD/parishioner to calculate our maximum daily design flow. 2. In addition, staff will add a stipulation to the permit that a recording/totalizing discharge meter be added to the system. The meter shall be capable of accurately recording DAILY wastewater flow in gallons. The church administration shall establish a program to collect and maintain the records of daily wastewater flows and submit the records of daily flows to WCDPHE on a quarterly basis to allow staff to verify that wastewater flows do not exceed the permitted volume. The church shall submit a written plan for establishing a program to collect and record the daily wastewater flows, maintain records and submit to WCDPHE quarterly prior to bringing the new OWTS online. An existing home and ISDS is located on the site and both will be removed prior to the construction of the new church buildings and septic system. A soil percolation test was performed at the church site on March 10,2014. Six(6)percolation test holes and an 8 foot soil profile hole were dug at the proposed location of the absorption bed. The 721 4" Street, Suite 1 3 Ft. Lupton, CO 80621 • Phone: (970) 373-4480 Page 2 Ms.Katie Sall April 24,2015 A soil percolation test was performed at the church site on March 10, 2014. Six (6)percolation test holes and an 8 foot soil profile hole were dug at the proposed location of the absorption bed. The results from the percolation test(see attached forms) indicate an average soil percolation rate of 22.5 minutes per inch. The soil profile hole showed no evidence of groundwater or bedrock within 8 feet of the surface. REDESIGN CALCULATIONS FOR THE PROPOSED OWTS: Maximum Daily Sewage Design Flow: Maximum Daily Flow will be on Sunday—Per Tri-County flow information noted above— Qaes=800 Parishioners @ 2.45 gallons/parishioner/day= 1960 gallons/day(GPD) Septic Tank Sizing: Tank sized to store Sunday maximum daily sewage flow for 30 hours— 1960 gallons (30hours/24 hours)=2450 gallons Use a 2500 gallon 2-compartment concrete septic tanks as the first stage of treatment. Per the previous Weld County ISDS Design Regulations that are being used for this project,the required absorption bed area can be reduced by 30%with the use of gravelless chambers and 20°%o for dosing the effluent onto the absorption bed. Therefore,the total reduction factor to be used for this project will be 50%. Dosing Pump Chamber and Standard Absorption Bed Sizing: Maximum Single-day Sewage Flow(Sunday)= 1960 gallons Dosing Pump Chamber— Size the Pump Chamber to provide for six(6)doses on Sunday 1960 gallons/6 doses=327 gallons Use a 4 foot diameter 350 gallon Concrete Septic Pump Chamber Dosing Pump—Use a Little Giant 9SN-CIA-RF Submersible Effluent Pump or approved equal Required Absorption Bed Area—A(sq. ft.)= 1.3 (Qdesi t'12/3.5) t= Pere Rate for site=22.5 min/inch for site Therefore,the calculated bed area for the proposed Prairie Community Church= A=(1.3)(1960•(22.5)112/3.5)=3453.2=3455 sq. ft. With the 50%reduction factor—Required Bed Area=0.50 (3455)= 1727.5 = 1728 sq. ft. Per Weld County Standards, for the Infiltrator Quick 4 Standard Chamber,the allowable square feet of absorption area per chamber= 12.0. Therefore the number of units required for the proposed bed 1728/12= 144 units Page 3 Ms.Katie Sall April 24,2015 CES recommends that a gravelless chamber absorption bed with seven(7) rows of 21 Infiltrator Quick 4 Standard Chambers each row(total units= 147) be used as the second stage of treatment for this development. Per comment#2,at the time of the installation of the OWTS, Prairie Community Church will submit a written plan to WCDPHE for establishing a program to collect and record the daily wastewater flows,maintain records and submit to WCDPHE quarterly prior to bringing the new OWTS online. A copy of the OWTS design plan and supporting documents are attached for your review. This letter was prepared for the exclusive use of our client and is not intended for any other purpose. Our conclusions are based on the information made available to us at this time. Should additional information become available,we reserve the right to determine the impact, if any, of the new information on our opinions and conclusions; and to revise our opinions and conclusions if necessary and warranted by the discovery of additional information. If you have any questions or comments concerning this design, please feel free to contact me at (970) 373-4480 or kurt@cesconsultnatslIc.com. Sincerely, 0 S ONSULTANTS,LLC • I4tt of ,P.E. , . . ;N' Principal • _:: -A\ ; Weld County Environmental Health Services Department 1g61 1555 N. 17th Avenue Greeley. CO 80631 Phone: (970)304-6415 Fax: (970)304-6411 _ Web: www.co.weldhealth.org Septic Permit Application Application Number: SP-1400204 App Type: Health\Commercial\New\Septic KURT ROLLIN CES CONSULTANTS LLC 721 4TH ST STE I FT LUPTON. CO 80621 Owner Name: PRAIRIE RIDGE COMM CHURCH INC Parcel#: 131314000018-R5618686 Legal Desc: 25129A N2NE4NE4NE4 14-2-68 (.5R) Site Address: 9993 CR 11 LONGMONT. CO 80504 App Specific Info: 1/2 Bathrooms 0 3/4 Bathrooms 0 Basement Plumbing No Full Bathrooms 2 Location Description 9993 CR 11 Number of Bedrooms 0 Number of Persons 800 Parcel Acres 4.88 Public Water Supply Yes Public Water Supply Utility CWCWD TERMS AND CONDITIONS A permit fee.as set by separate ordiance of the Board of Weld County Commissioners.shall be required of applicants for new individual sewage disposal systems(1803).payable at time of application. Permit fees are non-refundable;permit applications are non-transferable.If both a building permit and an ISOS are issued for the same property and construction is not commenced prior to the expiration date of the building permit.the ISDS permit shall expire at the same time as the building permit.If an ISDS permit is issued for a property that does not require a building permit.the 1505 permit shall expire one year after its issuance if construction on the septic system has not commenced.Any change in plans or specifications after the permit has been issued invalidates the permit unless approval is secured from the Health Officer or his/her designated agent.Expired permits can be renewed by payment of the permit fee only if'. A.There has been no change in the plans and specifications of the proposed system as set out in the original application or such change is reviewed and approved by a Division Representative. B.The surrounding land.its use or zoning has not changed so-as-to cause the original application not to be acceptable under these regulations. NOTICE The completeness of this application is conditional upon further mandatory and additional tests and reports as may be required by the Weld County Department of Public Health and Environment(WCDPHE).The issuance of the permit is subject to such terms and conditions as deemed necessary to insure compliance with rules and regulations adopted under article 10 title 25.CRS as amended.The applicant certfies that the proposed system will not be located within 400 feet of a community sewage system The undersigned certifies that all statements made.information and reports submitted herewith are or will be.represented to be true and correct to the best of his/her knowledge and are designed to be relied on by the WCDPHE for evaluation for purposes of issuing the permit applied for herein.Applicant further understands that falsification or misrepresentation may result in the denial of the application or revocation of any permit granted.and in legal action or perjury at proved by law l 1 Ownkry plicant Date Report ID: EHS00056v003 Page 1 of 1 Print Date Time: 6/27/2014 4:23:14PM Weld County Environmental Health Services Department y 1555 N. 17th Avenue Greeley, CO 80631 Phone: (970) 304-6415 Fax: (970) 304-6411 RECEIPT June 27, 2014 Application Number: SP-1400204 App Type: Health\Commercial\New\Septic Owner Name: PRAIRIE RIDGE COMM CHURCH INC 9993 COUNTY ROAD 11 LONGMONT, CO 80504 Site Address: 9993 CR 11 LONGMONT, CO 80504 Rcpt# Pmt Type Pmt Method Ref# Pmt Date Amount Cashier Comments EHS-1400280 Paid Check 2022 06/27/2014 $850.00 MSWAIN Total Payments: $850.00 Report ID: EHS00054v002 Page 1 of 1 Print Date Time: 6/27/2014 4:22:53PM Kurt Rollin From: Bob Wright <bwright@co.weld.co.us> cent: Tuesday, If iI', 1) ?(114 10.01 MA To: Kurt Rollin , � Cc: Lauren Light Subject: Sp-1400204, Prairie Ridge Community Church, 9993 CR 11 Mr. Rollin, Weld County Department of Public Health & Environment (WCDPHE) staff have presented the design for the subject site to the Weld County Board of Health (BOH).The BOH has indicated that if the wastewater flow for the facility is below 2,000 GPD, we can provide a permit for construction of the system. If the estimated wastewater flow for the facility is equal to or greater than 2,000 GPD,then the application must be submitted through the state permitting program. Staff explained that in discussions with Mr. Warren Brown, PE, Program Manager for the Tr!-County Health Department Onsite Wastewater Program, Mr. Brown has indicated that informal research he has conducted for churches in the Tri- County jurisdiction indicates that the actual range of wastewater flows for churches is between 1.5-2.5 GPD/attendee at Sunday service.This range does not include any additional Sunday wastewater flow that may be generated by celebrations, additional meetings,etc. To issue a septic permit for this facility, WCDPHE will need an additional revision to the existing design indicating that the estimated flow for any single day will not exceed 1,999 GPD. In addition,staff will add a stipulation to the permit that a recording/totalizing discharge meter be added to the system.The meter shall be capable of accurately recording DAILY wastewater flow in gallons.The church administration shall establish a program to collect and maintain the records of daily wastewater flows and submit the records of daily flows to WCDPHE on a quarterly basis to allow staff to verify that wastewater flows do not exceed the permitted volume.The church shall submit a written plan for establishing a program to collect and record the daily wastewater flows, maintain records and submit to WCDPHE quarterly prior to bringing the new OWTS online. A recording/totalizing meter can have two benefits: 1) it provides a record of actual flow volumes,which are usually less than the estimated values found in the regulations,and 2) it can allow growth in the facilities attendees without addition of more wastewater infrastructure, as long as the actual daily flows for the increased population are below the permitted limit. In addition, if it is found in the future that the facility wishes to expand the physical wastewater treatment plant, expansion can be designed based on actual flow values,which may reduce the size of the expansion from regulation estimated values, if there are questions,or if you would like additional information, please feel free to contact us at your convenience. Thank you, Bob Wright, PE hnvtronmental Health Specialist Environmental Health 1555 N 17th Ave, Greeley, CO 80631 Tel; 970-304-6415, Ext. 2216(direct office) (all. a7n-?n7-0151 Fox; 970-304-6411 hwright@co.weld.co.us 1 CES Consultants, LLC • -,,.•ec,..... -men ' r" • -FELL/NzLA, -1-1:O1 i i , .. , P0,--.) :.7. Ti OW/..i. .r-:-._.L.', .,----\ CA.T.I.).-.:.,c-c_• C-J04 tfY\Jr/IA-NI L.-4)riLc.,.i+ -.1.-76.--5 I .1-i.):,/"' 1: ! Fri,, t f. i 3 O 4411J /_PsiC._14 /-/ j F r, � ! /7 v — [1,.. .:. > .-d .. Lj 4.1 TT) f T.k)c t>� f r ..,•I r 7 ._,j t VA /- .... i4---I0 VL.. — tr--,_,...i.7 •—• F*74-11 4 6'7/4 C:h1: 7.,4-1e:t•,;'."... 57 4FJ ;" M-rf,) irt-Jc.) V 7 P 4.-- --- - J iii ` \\\��a.�il`•fr'lilllfll///J/u Rt--I t Lt`-T , ,> , j), ;`Q — s� C .. : s -P.. t • Vti •=U n rl lll 721 4'"Street,Suite I = Ft. Lupton,CO 80621 -, Phone:(970)373-4480 ''!'il+iligillttO CES Consultants, LLC 1 p i 4 4 at f • It ?ups°T-C ND /)A r' 3' L.7c, t)- P,:' Si t'.. 1,."; ,:' 4 G , •' 1 � �f .D/+,7_,ic. (2)� a 4 t .d^ 6 - r 721 4th Street,Suite I .Ft. Lupton,CO 80621 3 Phone:(970)373-4480 CES Consultants, LLC 118 Charlotte St Johnstown, Colorado 80534 Ph: (970)373-4480 Fax (303)416-1472 --- PERCOLATION =ST room PROPERTY OWNER: - A PROPERTY LOCATION: 'Cj CI vV autjn Af) it-/j PROPERTY LEGAL DESC RIPTION: N� N z r F_ `ti -c.. ICI, T-1 i . ai�,,d SOIL DESCRIPTION: TtS2 Hares ID utH a: l i l i /4 1 ,Jr L:. 4 y DATE/TINE OE' PRESOAK: g by DIAMETER OF HOLE: j Z H AMOUNT OF PRESOAK WATER: rv{d. DEPTH OF HCLE: 3 it i i SCI SCARIFIED: DATE HOLE EXC li1► : 31 ')/9 DATE OF PERC ZEST:d� 3lI J/1`i LENGTH OF WATER DEPTH AT RATER DEPTH TI I RVAL INI'EAYAL MART END u' ATEROP TN WALEVEL LER LEVEL(MIN. 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(IBS) WATER H - (INCHES) t zs} 6'3D tr Z /.2,, ki " J ;� L./ t/ U �� t� r ., la:JO 4' 'J_ :, r - J f. r / J 'S e •/ % j'',' ,, iv.uJ t ",-j'/L'' 2:4,cr q2,„ 1.2.:j ►, i , ,Q I I , ' T i i PEROOTATION RATE AT FINAL INTERVAL tare s/INCH); 2O 4101x...1,4 CES Consultants, LLC 118 Ct1otte St Johnstown, Colorado 80534 Ph: (970)373-4480 Fax (303)416-1472 PZRMATICIII MT FORK PROPERTY OWNER: Y .8 PROPERTY LOCATION: v7 7 W audn It #pI i PROPERTY LEGAL DESCRIPTION: I\ `k NI 6.- l'-f i Li4 j j` i _y'-t 4t SOIL DESCRIPTION: r(t K,,, Y��i +'.YiV'la� ,,,..:L_41. .1 TEST HOLE ID H'0lH : # ::;) / �'--rt •• .;r_. c_,,--,444,,,,,, .�, ;# •f DATE/TIMOP PRESOAK ,/ !Iv ' DIAMETER OF BMA: i'2,u AMOMIT OF PRESOAK WATER: Ll...DEPTH OF BOLE: � {� SCARIFIED: ( E HOLE =CAi : 31‘01/4 OF PE RC LEwTH OF WATER DEPTH AT SIl6 WAXERGFPS'11 AT DROP IN WATER LINE:, ZATEAVAI. SEART INTERVAL MID (VII. (I ) TER EL awns) (zooms.) • 3D 1 1 a • i �� li 11 ( tl _ A . , ] +I yJ�V) f i '.4Y l0 .zJ f 1 1 � ' . . ! 7'' s �a ti� r 4c. \r YLJ t y ` Yf+, Rf 1 r 124. �I qlM. f Ii.:3 , '' s....,+ .4.s >�F d If PERORATION ERO ATI'Jii win FINAL IWTERVAL (WINU SS/INCH) ) • /I .w• p..' E �A RC:!l 4 Kurt Rollin 0 . From: Katie Sall <ksall@co.weld.co.us> Sent: Wednesday, March 11, 2015 12:15 PM To: Kurt Rollin Subject: RE:Sp-1400204, Prairie Ridge Community Church, 9993 CR 11 Yes,that is correct. Katie Sall, REHS Environmental Health Specialist Weld County Department of Public Health and Environment 1555 North 17th Avenue, ;reeler, CO 80631 (970)304-6415 ext 2216 ksall@weldgov.com Confidentiality Notice: This electronic transmission and any attached documents or other writings are intended only for the person or entity to which it is addressed and may contain information that is privileged, confidential or otherwise protected from disclosure. If you have received this communication in error, please immediately notify sender by return e-mail and destroy the communication. Any disclosure, copying, distribution or the taking of any action concerning the contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited. From: Kurt Rollin [mailto:kurt@cesconsultantsllc.com] Sent: Wednesday, March 11, 2015 11:29 AM To: Katie Sall Cc: Carrie da Silva Subject: RE: Sp-1400204, Prairie Ridge Community Church, 9993 CR 11 Katie— Thanks again for the quick response. I wanted to confirm, that if we adjust the site layout and find a way to place the absorption field 25 feet or more away from the irrigation lateral, we would meet the setback requirement and would not need a variance? Thanks! Kurt Rollin, P.E. CES Consultants, LLC 721 4th Street, Suite I Ft. Lupton, Colorado 80621 (970) 373-4480 (office) (970) 347-0615 (cell) www.cesconsultantsllc.com From: Katie Sall [mailto:ksall'%co.weld.co.us} Sent: Tuesday, March 10, 2015 3:40 PM To: Kurt Rollin Subject: RE: Sp-1400204,Prairie Ridge Community Church, 9993 CR 11 The field has to be 25 from the stormwater detention area, so I don't think elevating it would be an option. The setback to an irrigation lateral is also 25' as you indicated; so my suggestion would be that a variance could be applied for. You can provide a barrier and will have to, but you would still have to go for a variance. Thanks. Katie Sall, REHS Environmental Health Specialist Weld County Department of Public Health and Environment 1555 North 17th Avenue, Greeley, CO 80631 (970)304-6415 ext 2216 ksall@rveldRov.com 2 C1 1 1 1 1 I # 14'-0" FLOOR - J ,t; CVNncvn 13'-8" 4" 1 1 13-0" r w to 1 ~ � ~ d o z a 41 T G n r N oL.LJ m oo a N ° REBAR EACH II II �( o of J D SIDE F (1) I a' f Iii E O, i m x I I ii OPENINGS I I . 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HOLE SIZE: 16'-0"x9'-O" WEIGHT/CONCRETE 5. 6" THICK LID IS RATED FOR OCCASIONAL LIGHT LID 6,362 LBS 1.57 CY TRAFFIC ONLY WALLS+BAFFLE 12,363 LBS 3.05 CY 6. 2" MAX COVER. FLOOR 7,350 LBS 1.81 CY WALLS+BFL+FLOOR 19,713 LBS 4.87 CY 11/23/09 TOTAL 26,075 LBS 6-44 CY COLORADO PRECAST CONCRETE, Inc. ITEM NAME: 1820 E. HIGHWAY 402, LOVELAND, CO 80537 2 500 GALLON SEPTIC TANK (9701869-0535 FAX(970)669-0674 www.coloprecast.com ®11PCR. y THIS DOCUMENT 15 THE PROPERTY OF COLORADO PRECAST CONCRETE. INC. (C.PC.)MD 5 TO BE USED FOR REFERENCE ONLY. IT SHAH NOT BE REPRODUCED IN ANY WAY HARMFUL TO THE INTERLSIS OF C.P.C. PART NO. I DESCRIPTION i�Ti. UFI1NSERT MANHOLE LIFT INSERT 4 .ANCHLln12 I 1/2—TON LmLr! ANCHOR #5UA444 3 I LIFTWRL18 11/8" X 6-1/2" GALVANIZED WIRE ROPE LOOP LIFER! 1 -- „ 1 rN. / c7* V \ I 4"0 PVC I I COUPLING I I_ CAST IN I Th r- I` c---,t -� 1/2-TON UTILITY ANCHOR CAST INTO TOP OF FLAT TOP PLAN VIEW ASC ifi"x6.1i" GALV. WIRE 20"O INSERT ROPE LOOP LIFTER CAST PI UG INTO CONC. PLUG 0_ 4PFnp I ° I s s��""'s ai rs-'illiess s Z ii 6 I 4"0 PVC _- C.L. i (r) ! COUPLING I<- o E o i CAST IN f 48R24P I I I I I IN'_ 'I I i 1 wo i j 4'-0" 1 QZ I I mi- ` I I O L3 1 {I` I 48636N I I I "' z I I I L J I GO 4'-10" NOTE: CAPACITY = 34 gaL/v_f. OUTLET TO BE CORE DRILLED BY OTHERS 1 P:\CATAL0G-DRAWINGS\SEPTIC\LIFT STATI0N\4 FT DIA PUMP STA 2/8/2011 2:36 PM COLORADO PRECAST CONCRETE, Inc. viEt` " `" ° ITEM NAME: 1 820 E. HIGHWAY 402, LOVELAND, CO 80537 ~'a�"'I"'Pod 4'0 PUMP LIFT STATION (970)669-0535 FAX(970)669-0674 J www.coloprecast.com RP= MILS OOCIJUENT 'S TIE PROPERTY L COLORADO PRECAST CONCRETE. INC. (CPC.) AND IS TO 6E USED FOR REFERENCE ONLY, iT SM.:.NOT BE REPROODUCED*ANY WAY HARMFUL TO TAE BHtftsO Cc C.P.C A / Oa/yC A sJ_i C.C(7-- .-,. I d4 _'_�_ oF: Standard Chamber The UUUGK4- Standard Chamber ! ! 1G11 TL7AT r'D voile i i- i • r- i -v V‘. _ _ __ r- . s-Clitaie Safes:--. .--:' :,...2::„,.,-_-_',.':-.i-V`,--::- ',7-j-'.T---._ - 1--., All‘gik ni, _ 6= s i\"'�r x s Saar{P - -'�� j 'h#xi ...-2_,- t'"` .-V- -_ , + '+1JC3rF- .1':.•-.::-•::`....-..!': ': - - The Quick4 Standard Chamber fits in a 36" wide trench ' f°i_'. 4. and is ideal for curved or straight systems. It features the •;; .• ..�'^"" Y patent-pending Contour Swivel Connection'° which permits -1,, • .A,.:-v...','• .'•,:,.•4,- -...,I-..1,----- turns �t ip to 15° right nr !Aft. The Mi�ltiPnrt endr_.ap allows _ i. multiple piping options and eliminates pipe fittings. The i' -r chamber's four-foot length provides optimal installation -. =_ �-.4 flexibility. -, Chamber Benefits: •Advanced contouring connections swivel up to 15°, rr 4_ti i.--;-,,..,,,,A... right or left f. . , • Latching mechanism allows for quick installation _ • f=our-foot chambers are easy to handle and install 1 rt �. , •The Quick4 Standard Chamber supports wheel loads of [ �; � s 16,000 lbs/axle with only 12" of cover "" ,-- 14 • Certified by the International Association '� • a: of Plumbing and Mechanical Officials(IAPMO) (-1A.14-) �� .rit. ' MultiPort Endcap Benefits: ' T RF- �� ` 4- • Tear-out seals on inlet ports provide a tight fit to the pipe t Yy . - • Eight molded-in inietsioutiets allow for maximum piping flexibilityii, • Eliminates pipe fittings • - - Q`, ck QU1C11% Seale � 7-•-:'; 4 w r }Kre+ • Fits nn either end of the Quick4 Standard Chamber _ Because installations are .-Wi Gino chambers,you savepn heavy tl[ont .,,: . APPROVED in = Operation -sat :': .,— •,:,-„;.I.:..: '7':,,,7,7,:i.,..-..,,,•••„,••,„..--,...„..,„:_:,..,,-„.-2:v:-..7.7.,:gt...:_ a;.,•:-T.:tlf.,.,,; altie./(4 Quick4 Standard Chamber - `� I ) l��(rl 1r\ ��1�� ^t [ -{ jet`r� lei { I 7 C� 1 / i Ii11 let, /i Ell v �g' i�' /:// I 4 l ■ mI—t ris rip t, mix, , I gs�EItE\MMIEWft, , f 1E .. f�l2ef t� .sem 55i see, tfpg, l� m j N cy • I' if f •im �� iir i� iM 'E�l NFICI��NEL „ .i i — 48' 7 (EFFECTIVE LENGTH) MultiPort EndGap - i• f i� I w , t - ; ':i r"�_�—��.- .... . ._.. ! i v 1 I I j %�--'`,; ; ,,---a—k. �"c.' -- I 18" :.11),,:-----4 ll It 1 • FRONT VIEW SIDE VIEW TOP VIEW Typical Trench View INFILTRATOR SYSTEMS,INC.STANDARD LIMITED WARRANTY (a)The structural integrity of each chamber,endcap and other accessory manufactured by Infiltrator("iinas i,when installed and operated in a leachfield of an onsite septic system in ir NATIVE 9.ACKFILL TOPSOIL accordance with Infiltrators instructions,is warranted to the original purchaser("Holder")against 11, WI defective materials and workmanship for one year from the date that the septic permit Is issued for +' z 777 the septic system containing the Units;provided.however,that if a septic permit is not required by e'e �� • `�� ;le COVER BY`// fl, applicable law,the warranty period will begin upon the date that installation of the septic system ii DESIGN Commences To exercise is warranty rights,Holder must notify Infiltrator in writing at its Corporate 4 l 4 iiei.iuueiLets iu Old Sayurtrek,Curnrectiu'I wiiiiki fifteen(15)days of tile alleged defect.Infiltrator • 1 will supply replacement Units for Units determined by Infiltrator to be covered by ties Limiter 1S ;1 1 f�^ . i e'INVERT Warranty.Infiltrator's liability specifically excludes the cost of removal and'or installation I i of the Units. i I I 1 (IA THE LIMITED WARRANTY AND REMEDIES IN SUBPARAGRAPH(a)ARE EXCLUSIVE. .t.J.t 34:eE+——T�SPACING PER CODE 1 34^ I THERE ARE NO OTHER WARRANTIES WITH RESPECT TO THE UNITS.INCLUDING NO IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE F'•'•' (c)This Limited Warranty shall be void if any part of the chamber system is manufactured by :Alui4katt4tandard Clamber Specifications anyone other than Infiltrator. The Limited Warranty does not extend to incidental,consequential, ' special or indirect damages.Infiltrator shall not be fable for penalties or liquidated damages, Size 134"W x 53"L X 12"H ; including loss of production and profits,labor and materials,overhead costs,or other losses or l (864 mm x 1346 mm x 305 mm) expenses incurred by the Holder or any third party. Specifically excluded from Limited Warranty coverage are damage to the Units due to ordinary wear and tear,alteration,accident,misuse, Effective Length 48" (1219 mm) abuse or neglect of the Units;the Units being subjected to vehicle traffic or other conditions which are not permitted by the installation instructions;failure to maintain the minimum ground covers Louver Height 8" (203 mm) sat forth in the installation instructions;the placement of improper materials into the system _ containing the Units:failure of the tines or the septic system due to improper siting or improper t+ a , nr. sizing,excessive water tisage,improper grease disposal,or improper operation:or any other Storage Capacity ' 43 gal (_I of L) event not caused by Infiltrator. This Limited Warranty shall be void if the Holder fails to comply Invert Height 8" (203 mm) with all of the terms set Corm in this Limited Warranty.Further,in no event shall Infiltrator be responsible for any loss or damage to the Holder,the Units,or any third party resulting from installation or shipment,or from airy product liability claims of Holder or any third party.For this Limited Warranty to apply,the Units must be installed in accordance with all site conditions required by state and local codes:all other applicable laws:and Infiltrator's installation instructions. (d)No representative of Infiltrator has the authority to change or extend this Limned Warranty. No warranty applies to any party other than the original Holder. Tire above represents the Standard Limbed Warranty offered by Innitrat or. A fmlted number of 4 Business Park Road states and counties have different warranty requirements. Any purchaser of Units should contact P.O.Box 768 Infiltrators Corporate Headquarters in Old Saybrook,Connecticut,prior to such purchase,to O1d Saybrook,CT 06475 obtain a copy of the applicable warranty,and should carefully read That warranty prior to the INFILTRATOR- 0-221-44.36ax8604 -7001 purchase of Units, www.infittratorsystems.com U.S.Patents:4,759.661:5.017.041:5,156,488:5,336,017:5.401,116;5,401,459:5.511,903;5,716,163:5,588.779:5,839.944 Canadian Patents!1,329,959:2,004.564 Other patents pending. Imiitrotor,Equalizer.Quick:.and SideWmoer are registered trademarks of Infiltrator Systems Inc.Infiltrate is a registered trademark in France.Inettrator Systems Inc.Ts a registered trademark in Mexico. Contour,MioroLeadling,POlyTtiff.ChamberSpacer.MutttPort.PosiLock.QtackCtrt.OteckPlay.Snapback and StrwghtLcck are trademarks 01 Infiltrator Systems Inc. PolyLok is a trademark of Polylok,Inc.TUF-TITE is a registered trademark of TUF-TITE.INC.Ultra-Rib is a trademark of IPFX Inc. Sll 2013 Infiltrator Systems Inc.All nnhts resetvM-Prirted in U.S.A. O25 0913 :_Con .._... . , . -... .. iv....:r... .i :>.x.',: -.-. Account Number 001119:01-' �ITeter Readings - Readings Dates 1 Description::: Previous Present .. (Tinge .. Read Code Previous Current } 1000 Gallons 292 294 2 Actual 3/23/2015 4/22/2015 Previous Balance $16.50 Paar aent`Received ($16.51' ` Water Minimum Charge $16.50 Water Usage Charge . . : . $0.00 . . . - . CBT Surcharge : .$0.00: Total Current Charges $16.50 Total Due $16,50 Please;write account number on all payments and ,a, i , correspondence.: T You may also pay of uuwau.cwcwd:com� Prairie Ridge Community Church- our website is , functional again. s 9993 County Rd 11 Water P Consumption ii.* . i 4• 001189 01 04/30/15 • :'...;'Y ` y $16.50 05/10/15 x �x `Crr S '- h ;ewe:: ..Y?� R`yx"; w.e: . ,,,,>�'' A. ,3 x JJ•ti „:, I ; From03/31/15 to 04/30/15 = 30 Days 0;s",r' c'°' '�' '```` <-,">''` ''`'< )'x+ =`XF ''').4,<*';'�<< CENTRAL WELD COUNTY WATER DISTRICT AMJ J ' A SONDJ F MA 2235 2nd Avenue Greeley,CO, :80631 970-352-1284 Hello