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Home My WebLink About1145 Pilgrim Dr - 210713403003Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970) 328-8730 Fax: (970) 328-7185 Permit Permit No. OWTS-021490-2021 Permit Type: OWTS Permit Work Classification: Minor Repair Permit Status: Active Issue Date: 5/25/2021 Expires: 9/22/2021 On-Site Wastewater Treatement System Project Address Parcel Number 1145 PILGRIM DR, EDWARDS AREA,210713403003 Owner Information Address Anthony Kinney Revocable Trust Phone: Cell: Email: Inspections: For Inspections Call: (970) 328-8755 Engineer Phone Email LKP Engineering, Inc., Luiza Petrovska, PE (970) 390-0307 luiza@lkpeng.com Contractor License Number Phone Email Altitude Septic LLC altitudeseptic@gmail.com(970) 471-6292OWTSPL-000120-20 21 Permitted Construction / Details: Replace the septic tank and sewer line, alteration of permit 155295IS, exactly as depicted in the LKP Engineering, Inc design stamped, signed, and dated July 3, 2020 by Luiza Petrovska, PE. The OWTS is designed to serve the existing 5 bedroom single family residence. The old tank is to be abandoned in place as specified in 43.9(C). Install approximately 180 feet of schedule 40 sewer, with clean-outs installed as shown on the design drawing to the new 1,500 gallon two compartment Valley Precast septic tank with effluent filter on the outlet tee followed by effluent line connecting to the existing soil treatment area. Risers must be installed as necessary to bring both access manholes to or above grade. Be sure to encase the sewer line for the setback distance of 10feet on both sides at the drainage culvert in accordance with the design. Contact Eagle County Environmental Health and the design engineer well in advance of requesting inspections prior to backfilling any component of the OWTS. The design engineer is responsible for conducting all inspections necessary to certify the installation and assure the functionality of the system. System certification, along with photos and a record drawing is required to be submitted to and approved by Eagle County Environmental Health prior to the use of the system. THIS PERIMT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT Issued by: Environmental Health Department, Eagle County, CO Claire Lewandowski Date May 25, 2021 CONDITIONS 1. 2.ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY PUBLIC HEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN CR.S. 25-10-101, et seq., AS AMENDED 3.THIS PERMIT IS VALID ONLY FOR PERFORMING WORK ON OWTS ASSOCIATED WITH STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS CONNECTION TO, OR USE WITH, ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT 4.1.6(A)(1) EAGLE COUNTY PUBLIC HEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM REGULATIONS REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN ON-SITE WASTEWATER TREATMENT SYSTEM TO BE LICENSED Wednesday, September 1, 2021 1 Inspection Result Eagle County, Colorado P.O. Box 179 500 Broadway Eagle, CO Phone: (970) 328-8730 Fax: (970) 328-7185 IVR Phone: 1-866-701-3307 Inspection Number: EDWARDS AREA - 1145 PILGRIM - 508453 Permit Number: OWTS-021490-2021 Inspection Date: 07/08/2021 Inspector: Salinsky, Danielle Permit Type: OWTS Permit Inspection Type: OWTS Final Inspection Work Classification: Minor RepairOwner:Anthony Kinney Revocable Trust Job Address:1145 PILGRIM DR IVR Pin Number:193198 EDWARDS AREA, CO Project:<NONE> Parcel Number:210713403003 Contractor:Phone: (970) 471-0913 / Cell: (970) 471-6292Altitude Septic LLC Inspection Status: Approved Inspection Notes The above-referenced permit has been inspected and finalized. The Onsite Wastewater Treatment System (OWTS) was repaired and replaced components were installed to serve the five-bedroom residence on the above property. Additional information about the maintenance of your septic system needs can be accessed through our website links, provided on the Environmental Health Department’s septic system resource page. Be aware that changes in the use of your property or alterations of your building may require commensurate changes to, or relocation of, your septic system. Landscape features, trees with taproots, irrigation systems, and parking areas above the soil treatment area can cause a premature system failure. It is equally important that you notice and immediately repair dripping faucets and hissing toilets as this will certainly cause the system to fail. If you have any questions regarding this information, please contact us at (970) 328-8755 and reference the OWTS septic permit number. Inspector Comments Added Item: Septic Tank Inspected 7/8/2021, 1500 two compartment Valley Precast concrete septic tank used. Added Item: Record Drawing Received. Prepared by LKP Engineering. Added Item: Record Photos Received. Prepared by LKP Engineering. Added Item: Final Certification Letter Stamped, signed, and dated August 18, 2021 by Luiza Petrovska., PE. Added Item: Identification of Systems Contractor Altitude Septic was the licensed installer. Wednesday, September 1, 2021 For more information visit: http://www.eaglecounty.us Page 1 of 2 Wednesday, September 1, 2021 For more information visit: http://www.eaglecounty.us Page 2 of 2 P.O. Box 724, Eagle, CO 81631 Tel (970) 390-0307 www.LKPEngineering.com August 18, 2021 Anthony “Toby” Kinney 1145 Pilgrim Dr. Edwards, CO 81632 (970)977-9169 anthony_kinney@me.com RE: Inspection of Septic System Installation Septic Tank Replacement Lot 3, Pilgrim Downs Phase II 1145 Pilgrim Drive Eagle County, Colorado Project No. 20-3406-OWTS-021490-2021 Dear Toby: On June 28, July 8, and August 17, 2021, we visited your property on Lot 3, Pilgrim Downs Phase II, 1145 Pilgrim Drive, Eagle County, Colorado. The purpose of our site visits was to inspect the installation of the new septic tank for the existing, 5-bedroom residence. The system was installed in overall compliance with the repair design, dated July 3, 2020. The installation was done by Travor Dunsdon with Altitude Septic. He installed Valley Precast, 1500-gallons, two compartments concrete septic tank with an effluent filter in the second compartment. The inlet and outlet of the tank had the T’s installed. In the outlet Tee, an effluent filter was installed with the handle extended close to the top of the riser. The new building sewer line was constructed with SCH40 pvc from the old, exposed building sewer line, north of the house to the new septic tank. The new effluent line was also, 4-inch diameter, sch40 pvc. The tank access ports had 3’8” corrugated, plastic risers with green, plastic lids secured with screws. The height of the risers will be adjusted (cut) to be level with the ground surface. According to Travor, the old septic tanks was crushed and backfilled in place. There is no other warranty either expressed or implied. If you have any questions, please do not hesitate to call. Sincerely, LKP ENGINEERING, INC. Luiza Petrovska, PE cc: Eagle County Environmental Health Department, e-mail: claire.lewandowski@eaglecounty.us, environment@eaglecounty.us J:\_WP X4-LKP\_2020\20-3406OSI-SEPTIC-TANK-REPLACEMENT.DOCX 8/18/2021 NEW, 1500-GALLONS, TWO-COMPARTMENTS CONCRETE SEPTIC TANK WITH AN EFFLUENT FILTER BY VALLEY PRECAST OR EQUIVALENT NEW CLEANOUTS ENCASED BUILDING SEWER LINE AT THE CROSSING WITH THE DRAINAGE CULVERT WITH A 6-INCH DIAMETER SCH40 PVC WITH RIGID END CAPS NEW BUILDING SEWER LINE - ABOUT 150FEET, 4" DIAMETER SCH40 PVC WITH CLEANOUTS AS SHOWN NEW EFFLUENT LINE TO THE EXISTING CLEANOUT 4"DIAMETER SCH 40PVC DRAIN PIPE CROSSING OBSERVED IN THE SEWER LINE TRENCH CONNECTED AT THE EXISTING CLEANOUTPILGRIM DRIVE71.2' 17.7 3.7' 6.8' 35.5' 46.5' 16.8' 20' 6.2' 10.7' SKETCH PROJECT NO.: DATE: PROJECT DESCRIPTION:LKP Engineering, Inc. CIVIL/GEOTECHNICAL PERMIT NO.:AS-BUILT 20-3406 OWTS-021490-2021 August 18, 2021 P.O. Box 724 Eagle, CO 81631, (970) 390-0307, www.LKPEngineering.com LOT 3, PILGRIM DOWNS PHASE II 1145 PILGRIM DRIVE EAGLE COUNTY, COLORADO ANTHONY "TOBY" KINNEY RESIDENCE P.O. Box 724, Eagle, CO 81631 Tel (970) 390-0307 www.LKPEngineering.com July 3, 2020 Anthony “Toby” Kinney 1145 Pilgrim Dr. Edwards, CO 81632 (970)977-9169 anthony_kinney@me.com RE: Consultation on Septic Tank Replacement Lot 3, Pilgrim Downs Phase II 1145 Pilgrim Drive Eagle County, Colorado Project No. 20-3406 Dear Toby: On June 1, 2020, we visited your property on Lot 3, Pilgrim Downs Phase II, 1145 Pilgrim Drive, Eagle County, Colorado. The purpose of our site visit was to find/observe the components of the existing septic tank. From our conversation on site, from emails, from the documents received from the Eagle County Environmental Health Department, and through conversation at the site with Jim Childers, the Pilgrim Downs Property manager, we understand that the existing system was built in 1997 for five bedrooms. While on site, we also discussed the possible locations for the tank replacement. At present the existing septic tank is located above and very close to an old retaining wall. Through communication with you, your architect Ann Gunion, and your structural engineer, Tim Hennum, PE, it became apparent that in order not to impact the stability of the old retaining wall, it would be best to find a new location for the proposed, new septic tank. After contemplating several alternatives, you decided that we should move the new septic tank at the base of the driveway, in the Pilgrim Downs Open Space, Utility, Drainage, and Access Easement – with the approval of the Pilgrim Downs HOA. Jim Childers will be communicating with the HOA for the approval. We recommend that the old septic tank be removed and disposed according to the ECEH Department regulations, OWTS #43.9C.1 - Abandonment of Tank. Once the old tank is removed the new site will be prepared by Travor Dunsdon, Altitude Septic, for the installation of the proposed, new septic tank. The new septic tank will be 1500-gallons, two compartments, precast, concrete septic tank, by Valley Precast or equivalent, with an effluent filter in the second compartment. Following are the instructions for the septic tank installation and the repair of the building sewer lines: Bends in the building sewer shall be limited to 45 degrees. The septic tank will be installed level. The tank will have risers over each access manhole and all risers will extend to or above final grade. Each riser lead will have a secure closing mechanism, such as a lock, special headed bolts or screws, to prevent unauthorized access. Kinney Septic Repair Page 2 of 2 July 3, 2020 Project 20-3406 P.O. Box 724, Eagle, CO 81631 Tel (970) 390-0307 www.LKPEngineering.com 2 The septic tank and all the piping will be backfilled up to the inverts prior to scheduling an inspection. Replace/repair the building sewer line with 4-inch diameter, SCH40 pvc due to the crossing under the driveway/parking area. Construct cleanouts on the building sewer line as shown on the plan. New effluent line will be constructed from the new septic tank to the existing soil treatment area (leachfield.) Your installer will need to pull a repair permit and will coordinate the abandonment of the old tank, the installation, connection and backfilling of the new tank, and will make sure that all the required setbacks are met. Once the new septic tank is installed with all the connections completed, you or your installer will give a 48-hour notice to LKP Engineering and the ECEH Department to schedule the inspection. DO NOT backfill any part of the system prior to the inspection. If you have any questions, please do not hesitate to call. Sincerely, LKP ENGINEERING, INC. Luiza Petrovska, PE cc: Eagle County Environmental Health Department, e-mail: claire.lewandowski@eaglecounty.us, environment@eaglecounty.us J:\_WP X4-LKP\_2020\20-3406SEPTIC-TANK-REPLACEMENT.DOCX 7/3/2020 NOTE:THE SURVEY WAS EMAILED BY EAGLEVALLEY SURVEYING, INC. TO BE USED AS AREFERENCE ONLY. IT IS AN OLD SURVEYAND ALL DATA MUST BE FIELD VERIFIEDPRIOR TO CONSTRUCTION, INCLUDING ALLTHE INVERTS AND OTHER ELEVATIONSNOTESEXISTING, 1500-GALLONS,TWO-COMPARTMENTS, CONCRETESEPTIC TANK TO BE ABANDONEDACCORDING TO OWTS 43.9CAPPROXIMATELEACHFIELD AREAPROPOSED, NEW, 1500-GALLONS,TWO-COMPARTMENTSCONCRETE SEPTIC TANK WITHAN EFFLUENT FILTER BY VALLEYPRECAST OR EQUIVALENTEXISTING CLEANOUTASSUMED INVERT~8113.5' OR 4' BELOWEXISTING GRADEPROPOSEDCLEANOUTSPROPOSEDCLEANOUTSENCASE THE BUILDING SEWER LINE AT THECROSSING WITH THE DRAINAGE CULVERT WITH A6-INCH DIAMETER SCH40 PVC WITH RIGID END CAPSGLUED AND SECURED IN A WATERTIGHT FASHIONACCORDING TO OWTS 43.7 TABLE 7.2 NOTE 2.INVin~8097'INVout~8097.75'COVER/GROUNDEL~8100'30'+/-PROPOSED NEW BUILDINGSEWER LINE - ABOUT 180FEET,4" DIAMETER SCH40 PVC WITHCLEANOUTS AS SHOWNPROPOSED, NEW 4"DIAM, SDR35PVC, EFFLUENT LINE FROM THENEW SEPTIC TANK TO THEEXISTING SOIL TREATMENT AREACONNECT THE NEWEFFLUENT LINE AT THEEXISTING CLEANOUT(SHOWN ON THE AS-BUILTSKETCH FROM THE ECEHD)NOTES:1. BENDS IN THE BUILDING SEWER SHALL BE LIMITED TO 45 DEGREES.2. THE SEPTIC TANK SHALL BE INSTALLED LEVEL.3. THE TANK SHALL HAVE RISERS OVER EACH ACCESS MANHOLE AND ALL RISERSSHALL EXTEND TO OR ABOVE FINAL GRADE.4. EACH RISER LEAD WILL HAVE A SECURE CLOSING MECHANISM, SUCH AS A LOCK,SPECIAL HEADED BOLTS OR SCREWS, OR SUFFICIENT WEIGHT TO PREVENTUNAUTHORIZED ACCESS.5. THE SEPTIC TANK AND ALL THE PIPING WILL BE BACKFILLED UP TO THE INVERTSPRIOR TO SCHEDULING AN INSPECTION..6. AVOID VEHICLE TRAFFIC OVER THE SYSTEM.7. ALL INSTALLATIONS SHALL MEET THE RULES AND REGULATIONS OF THE EAGLECOUNTY ENVIRONMENTAL HEALTH DEPARTMENT AND OWTS REG 43 EFFECTIVEAUGUST 24, 2018 .8.FOR THE INSPECTION OF THE SEPTIC SYSTEM - NOTIFY THE EAGLE COUNTYENVIRONMENTAL HEALTH DEPARTMENT AND THE DESIGN ENGINEER A MINIMUMOF 48-HOURS PRIOR TO BACKFILLING ANY PART OF THE SYSTEM TO SCHEDULE ANINSPECTION.DRAWN BY:CHECKED BY:PROJECT NO.:SHEET:DRAWING NO.:DATE:BYDESCRIPTIONDATENO.L.P.L.P.C-120-3406JULY 3, 202020-3406OWTS-SepticTank.DWGONSITE WASTEWATER TREATMENT SYSTEMSEPTIC TANK REPLACEMENTLOT 3, PILGRIM DOWNS PHASE II1145 PILGRIM DRIVEEAGLE COUNTY, COLORADOPREPARED FORP.O. Box 724 EAGLE, CO 81631Tel (970) 390-0307www.LKPEngineering.comANTHONY "TOBY" KINNEY7-3-2020 INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, Colorado 81631 Telephone:328-8755 P 16 335 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1552 Please call for final inspection before covering any portion of installed system. OWNER: .Jan Wedel PHONE: MAILING ADDRESS: 2635 S. 24th Street City: Phoenix scale: AZ zip: 85034-6808 APPLICANT: Ken Harkias, Trends West PHONE: (970) 949-0549 1145 Pilgrim Drive SYSTEMLOCATION: Lot3,Phase II, Pilgrim Downs TAX PARCEL NUMBER: 2107-134-03-003 LICENSED INSTALLER: Long'S Excavation, Jerry McArthur LICENSENO: 42-95 DESIGN ENGINEER OF SYSTEM: Linn Schorr, Alpine Engineering, Inc. INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 1500 GALLON SEPTIC TANK ABSORPTION AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED 1406 SQUARE FEET OF TRENCH BOTTOM. via 39 inflitrator units. February 22, 1996 SPECIAL REQUIREMENTS: Install as per engineer's design dated Nt)-venare. —, 1494 Please note setback between notable water lines and tank are 10' but between potable water lines and trenches are 25'.*Note change of tank location in later desi3zn. Permit reissued ENVIRONMENTAL HEALTH APPROVAL: DATE: ICJ 3 — CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25- 10- 104. 1973, AS AMENDED. 2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT AND CAUSE FOR BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT. 3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM: (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH, THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED ABSORPTION OR DISPERSAL AREA: _1406 SQUAREFEET. via 39 infiltrator units as per design INSTALLED SEPTIC TANK: 1500 GALLON DEGREES 6' 16" FEETFROM from the cleano t next to the garage. SEPTIC TANK ACCESS TO WITHIN S" OF FINAL GRADE AND PROPER MATERIAL AND ASSEMBLY . x YES NO COMPLIANCE WITH COUNTY/ STATE REQUIREMENTS: x YES NO ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS CORRECTED. COMMENTS: F.ngi nPPr rarti fi rat-i nn rorpi-%TPd 9-17-97 ENVIRONMENTAL HEALTH APPROVAL: DATE: September 19, 199 ENVIRONMENTAL HEALTH APPROVAL: DATE: (RE -INSPECTION IF NECESSARY) RETAIN WITH RECEIPT RECORDS APPLICANT/ENT: PERMIT FEE I.IV'. U �y V PERCOLATION TEST FEE OWNER: RECEIPT # �� I G7 D -! CHECK # �`T 6 ISDS Permit # i�� Building Permit # APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P.O. BOX 179 EAGLE, CO 81631 328-8755/927-3823 (Basalt) PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00 PROPERTY OWNER: Mr. Jan Wedel MAILING ADDRESS: 2635 S. 24th Street, Phoenix, AZ 85034-6808 PHONE: APPLICANT/CONTACT PERSON: Ken Harkias, Trends West, 949-0549 Linn Schorr. Alnine Engineering_ Inc_ 926-1373 LICENSED SYSTEMS CONTRACTOR: Long's Excavation, Jerry McArthur ADDRESS: P.O. Box 894. Avon, CO 81620 PHONE: 949-4682 PERMIT APPLICATION IS FOR: (X) NEW CONSTRUCTION () ALTERATION () REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description:_ -Iz�A X 't�i,° — J 57 IT Parcel Number: Lot 3, Pilgrim Downs Phase II, Eagle Co., CO Lot size: 7.252 acres Physical Address: 1145 Pilgrim Drive, Eagle County, Colorado BUILDING TYPE: (Check applicable category) (X) Residential/Single Family Number of Bedrooms 5 () Residential/Multi-Family* Number of Bedrooms () Commercial/Industrial* Type TYPE OF WATER SUPPLY: Well (X) Spring ( ) Surface ( ) Public ( ) Name of Supplier: *These systems require design by a Registered Professional Engineer NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" SIGNATURE: DATE: AMOUNT PAID: # NP-00 RECEIPT # DATE- II I Z? l 9`�" CHECK # _ CASHIER:_ \,Q—+ IC— .SEPTIC SYSTEM APPLICATION LOT 3 PILGRIM DOWNS PHASE II Wedel Residence Prepared for: Trends West, Inc. Mr. Ken Harkias P.O. Box 2422 Avon, CO 81620 Prepared by: Alpine Engineering, Inc. P.O. Box 97 Edwards, CO 81632 (970) 926-3373 , # . SEPTIC TANK SIZE ¢ s`5 1,125 gpd x 30 hrs/day = 1,406 gallons 24 hrs/day Round up to 1,500 gallon capacity tank with baffle. D� SOILS INVESTIGATION SEPTIC SYSTEM APPLICATION INTRODUCTION Lot 3, Pilgrim Downs Phase II is a single family homesite located in the Lake Creek drainage, south of Edwards, Eagle County, Colorado. A home with caretaker's unit is proposed to be built on the site. Pilgrim Downs is not currently served by Upper Eagle Valley Consolidated Sanitation District; an Individual Sewage Disposal System is proposed. PROPOSED USE The proposed system will serve a four -bedroom residential single family dwelling with a one - bedroom caretaker's unit. QUANTITY OF SEWAGE (5 Bedrooms)(2 persons/bedroom)(75 gpd)(1.5 peaking factor) = 1,125 gpd � Bus- - b d > On November 6, 1995, three percolation tests were performed at the proposed absorption trench location. Three pits were hand -dug to a depth of two -and -a -half feet, encountering topsoil to the bottom of the holes. Groundwater was not encountered in the holes. The average percolation rate was 7.6 minutes per inch (MPI). All three tests indicated sufficient percolation rates. A soil profile pit was dug by backhoe to a depth of fifteen feet on November 20, 1995. Soils encountered were: 2 feet of topsoil followed by a red -brown sandy silt to a depth of approximately 12 feet, followed by a tan _silty sand with large rock fragments to a depth of 15 feet. Bedrock was not encountered. Neither groundwater nor indication of a seasonal high water table was encountered. Application for ISDS Permit I Lot 3 Phase II, Pilgrim Downs TRENCH DESIGN A = Q/5 (T)O.' A = (1,125 gpd/5) (7.6 mpi)o.s A = 620 SF i� Check with loading rate: For the type of soils found on site, the EPA Design Manual: Onsite Wastewater Treatment and Disposal Systems recommends a maximum application rate of 0.8 gallons per square foot per day. 1.125 gpd = 1,406 ft2 0.8 gal/ft2 This area will be used for design. with a 50% reduction for infiltrators = 703 SF Number of Infiltrator Units: 743 SF = 39 Infiltrator Units 18 SF/Infiltrator Length of Trenches: 39 infiltrator units x 6.25 ft./infiltrator unit = 3 trenches at 81.25 ft. long each 3 trenches APPLICABLE SETBACKS The proposed location of the modified absorption trenches is outside of all applicable setbacks distances. The water supply well on this property is not yet installed; it will be placed as indicated on the Proposed ISDS Layout enclosed. Application for ISDS Permit 2 Lot 3 Phase II, Pilgrim Downs ALPINE ENGINEERING, INC. Wedel Residence Percolation Test Results - 11/6/95 TIME I HOLE #1 1 1 HOLE #2 HOLE #3 DEPTH (FT.)l MPI DEPTH (FT.) MPI DEPTH (FT.) I MPI 3:40 0.70 0.72 0.811 3:45 1.22 0.80 0.98 1.60 0.981 2.45 3:50 1.54 1.30 1.18 2.08 1.09 3.79 3:55 1.82 1.49 1.36 2.31 1.23 2.98 4:00 1.95 3.21 1.44 5.21 1.30 5.95 4:05 1.99 10.42 1.54 4.17 1.37 5.95 4:10 2.04 8.33 1.59 8.33 1.44 5.95 4:15 2.10 6.941 1.61 20.83 1.48 10.42 AVERAGE 6.50 8.91 7.50 Uy-i (_u U%: jOrM rnUk LU1VV5 LAUAVA110 702 .COPELA.&,13SHIP TC) vJt/r<.L rimer - CONCRETE INCORPORATED Manufacturers of Precast Concrete Products A� p Also Oletrlbutor of Related Items 28803 U.S. Hwy. 8 R1fle, Colorado 616604462 .r'��•�--C" / r,/ Phone 62&1112 Fax 625-1110 t ` Y"• _ SOLD TO DATE CHARGE RESALE AADSE. RETD. JOB NO. P.O. NUMBER CC STU OMER N6 aALEaMAN, PHCNE NO. >'ER80N CAS•LINfl JOB NAME WEIGHT ITEM Shlpp�d DEVCFVPTI0N UNIT PR!C€ EXTM�NSION D oa° 07 ill job # LZL'3f Code C dude i DELIVERY CHARGE a" WAAAANYV ON ABOVE-4157E0 MATERIAL (INGUJIDING NFw MACMINIB$, PART8 UPPLIHS? I$ IMITED TO THAT A$ PAQVIDED BY THE MANUFACTUAC-A, C OE$ OF WWO14 ARE AVAILABLE UPON REOUE . DRIVER'S 61 MlrVRE � � cue IG&WATURK e N O T I C E YSTATE TAX I O ,,� �� -. IE�GgUNTY TAX LESS �' IF PAID BY iti-tv. 0I�;'° �!� . , -- NO DISCOUNT AFTER THIS DATE. THIS IS A CASH DISCOUNT AND MUST BE PAID ON TIME TO TAKE DISCOUNT. THANK YOU TOTAL Please Fey on invoice. Statement will be sent on request only. A FINANCE CHARGE OF 11/a% PER MONTH (WHICH Is m4 ANNUAL PERCENTAGE MATE OF 180i6) WILL BE ADDED TO ALL ACCOUNT BALANCES THAT EXCEED 30 DAYS. 1SDS PERMIT: 1-5-5-2- — q S DATE: �- W�� ISDS FINAL OBSERVATION o W �^ S COMPLETENESS FORM Tank is 1 1:5 00 gal. Tank Material: 't"e — <JA S Q-0 -�F v Tank is located ft. and degrees from (permanent landmark) _Tank is located ft. and degrees from (permanent landmark) v Tank set level. Tank lids within 8 of finished grade. V Size of field ft2 3� units lineal ft. Technology Cleanout is installed in between tank and house (+ 1/100 ft) ` V There ig a "T" that goes down 14 inches in the inlet and outlet of the tank. �nlet and outlet is sealed with tar tape, rubber gasket, etc. X• V Tank has two compartments with the larger compartment closest to the house. v Measure distance and relative direction to field. ✓Depth of field ft. 6 m 4,i Soil interface raked.�� s' a / '" e Inspection portals at the end of each trench. 1.0 k, ✓pr V oper distance to setbacks. VV �t`��ONAL V Chambers properly installed per manufacturers specifications. (Chambers latched, end plates' properly installed, rocks removed from trenches, etc.) Other: Inspection meets requirements. Copy form to installer's file if recommendations for improvement were suggested. ` (� ACTI N: 2. v�ee r- er.; o r v o boa ck , �\ ; � rs�.� ` — ic��, Setbacks V Well Potable Water Lines House Property Line Lake Stream Dry Gulch Tank Drain Field 100 25 20 10 50 25 10 10 Tank 50 10 5 10 50 10 * 10 ./7- WEDE IAJ Sef)I-LO 'S\/" C-IVI k ;_. 17.7G—y.7 1A1i1r[ iv i-1�4—u�—vv� Lot 3, Pilgrim Downs WEDEL ;:.. , J:OB NAME . Phase II _ � .>;F e/ ,--600 7{' 1145 Pligrim Downs JOB 'NO. LOCATION BILL TO DATE STARTED 45),rJ DATE COMPLETED DATE BILLED � ' 1 7`G y 4: � L d AfIl" JOB COST SUMMARY T TA PRICE 8 G l TOTAL MATERIAL TOTAL LAE30P 11b Owhev-r I L_ J ( J C ! L INSURANCE SALES TAX MISC. COSTS � g/�` TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS % OF SELLING PRICE NET PROFIT JOB FOLDER Product 278 ®ea NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MA 01471 JOB FOLDER 1 Printed in U.S.A. County Systems Cleaners Reporting Form (Please Print) Name of Systems Cleaner Name -of Service Person Date of Service Date of Installation � � � G�o A-9 e V1 F -, Property owner !� �t`� L inDisa9I'elephone # Physical Address Lot Estimated Tank Size of Moles Y_,�, po�rce__ ( V SUl]d1V151011 T�ff l r 6e� )Owk1 Material of Tank P, tG� �'�on Dow V1 _g kc A r- � i Cki, W e v's -a2&-zzqz 2107-134- 03-003 Depth to Manhole Covers T - Estimated Volume Pumped 'f S O C) # of Compartments Sludge Thickness � {` inches Scum Thickness_x3_inches Baffle or Sanitary Tee in Pace? Y AL S T.wei Outlet LINK Effluent Filter in Place? Y N Dosing MochanismSiphon r Dosing Mechanism / Alarm Functioning Properly Previous Pumping Date, if known gone ation of Septa& L i po al <20 General Comments (include any signs of failure and all work id addition to pumping) 1 Y certi that to the best of my knowledgc, the above information is true and ccnect, Signed Date w. T__WL1 Sketch (Location of Tank) t