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387 Pilgrim Dr - 210519303021 - 0652 - 1053-91IS - 1810-98IS
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I if -1 Jam' 81 I l ATION /` Siva Elev 6164. • 18" Spruce i Bilk 6/68 Vp��Io4�� 8tTll i ` g.Q �I \ Fill• f 1.A71�' _-��- -'�' i / � L�, �j'.Q�t ' _ _ �. a►�o.� '• (�RA�/ Gl_. D�I�/E�.. ''``'' Ff fit. p.caolZ Pp(Lk I Nc1 - t� C% wo.� �`Wa1.L rplo of `^iDU. b110. —� < ! 9, 74 .Aq�n— WAWA OD ! k CON I I'-`'� - TANK GAT!✓r= 4 VET OWL OPP / -V 4, �V. 2o•O� 25_0l ;� ....�—' - _ram � � TYPICAL UTILITY EASEMENT ___ -_-- / !'_ --- -- -- -- . — — -- bI��T p(ISTI N� DN � I N5'(D�.-L GULF/ � t �"— ____ _� r..i �' _.. —-----'•"' N. 840 14� 1411 W. 930.00, .." "o.+ .j, -".4 -IV -W4 ""�'o.4 �ftDIVIDUAL SEWAGE DISPOSAL SYSTEM DEPARTMENTEAGLE COUNTY ENVIRONMENTAL HEALTH i • Broadway * Ea• • . • • 81631 Telephone:i or or i YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE, PERMIT NO. 10 5 3 Please call for final inspection before covering any portion of installed system. OWNER: Kirk and Claire VanHee PHONE: 876-5802 MAILING ADDRESS: Box 2756, Vail, CO 81657 AGENT: PHONE: SYSTEM LOCATION: 0387 Pilgim Dr./Lot 5/ Pilgrim Downs III LICENSED INSTALLER: Colorado Plumbing Service LICENSE NO. 21-91 DESIGN ENGINEER OF SYSTEM: INSTALLATION IS HEREBY GRANTED FOR THE FOLLOWING: 750 GALLON SEPTIC TANK OR GALLON AERATED TREATMENT UNIT. DISPERSAL AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED 555 SQUARE FEET OF TRENCH BOTTOM. SPECIAL REQUIREMENTS: 18 infiltrator units (requested by contractor) Place inspection portal at the end of each trench. lea ENVIRONMENTAL HEALTH OFFICER: -- DATE: CONDITIONS: 1. ALL INSTALLATI (SMUST COMPLY WITH ALL REQUIREME O�TEAGLE COUNTY INDIVIDUAL SEWAGE ISPOSAL SYSTEM REGULATIONS, DTED PURSUANT TO AUTHORITY GRANT D I C.R.S. 1973, AS AMENDED. 2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTU ES 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. SECTION Ill, 3.21 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED ACCORDING TO THE REGULATIONS. FINAL APPROVAL OF SYSTEM: (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMLIANCE 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: SQUI RE FEET. INSTALLED SEPTIC TANK: GALLONS p DEGREE C FEET AP SEPTIC TANK CLEANOUT TO WITHIN 8" OF FINAL GRADE, OR: PROPER MATERIALS AND ASSEMBLY YES NO COMPLIANCE WITH COUNTY/STATE REGULATION REQUIREMENTS: YES NO ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. COMMENTS: ENVIRONMENTAL HEALTH OFFICER: DATE: _ ENVIRONMENTAL HEALTH OFFICER: DATE: (RE -INSPECTION IF NEGE Y) RETAIN WITH RECEIPT RECORDS PERMIT APPLICANT/AGENT: OWNER: AMOUNT PAID: RECEIPT #: CHECK #: CASHIER: ISDS Permit # Building Permit # APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE- EAGLE COUNTY P.O. BOX 179 EAGLE, CO 81631 328-8730/927-3823(Basalt) PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $125.00 PROPERTY OWNER: s MAILING ADDRESS: )00 �% IJ c�� f PHONE: APPLICANT/CONTACT PERSON: 5; /J� PHONE:'�� LICENSED SYSTEMS CONTRACTOR:- r ff ADDRESS: 0a M 12:4,J 151t_L%, CO/0 PHONE: 7C PERMIT APPLICATION IS FOR: ) NEW INSTALLATION ( ) ALTERA ION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL_ SYSTEM: Legal Description: ,�, -�' "(j�'i y y� Parcel Number: r - _r?- Lot size: Physical Address: o; r, y� /r BUILDING TYPE: - (Check applicable category) ( ) Residential / Single Family Number of Bedrooms ij Residential ./ Multi -Family* Number of Bedrooms ( ) Commercial / Industrial* Type HOT TUB - Yes ( ). No WATER CONSERVATION PLAN: Yes ( ) No KI) TYPE OF WATER SUPPLY: Well(°) .Spring ( ) Surface ( ) Public V) Name of Supplier: Give depth of all wells within 200 feet of system: *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: RECEIPT#_ J�` DATE:_J' t CHECK # ( CASHIER: � TIME LOG Travel Perc Final COMMUNITY DEVELOPMENT DEPARTMENT (303) 328-87 30 July 17, 1991 Mr. and Mrs. VanHee Box 2756 Vail, CO 81657 725 CHAMBERS AVE. P.O. BOX 179 EAGLE, COLORADO 81631 FAX (303) 328-7207 RE: Issuance of Individual Sewage Disposal System Permit No. 1053 Dear Mr. and Mrs. VanHee: Enclosed is your ISDS Permit No. 1053. The enclosed copy of the permit must be posted at the installation site. You must call our office for final inspection before covering any portion of the installed system; the deadline for final inspections is December 1. If you have any questions, please feel free to contact us at the following numbers depending on your calling area: Eagle Valley 328-8730; Basalt/El Jebel 92773823,,, ext. 730. Sincerelv ,, Raymo P. Merry7E Environmental Health of icer Community Development RPM: CkC Enclosure cc* ISDS File COMMUNITY DEVELOPMENT DEPARTMENT (303) 328.8730 EAGLE COUNTY, COLORAD" August 1, 1991 Kirk and Claire VanHee Box 2756 Vail, CO 81657 RE: Final of ISDS Permit No. 1053 Dear Mr. and Mrs. VanHee: 725 CHAMBERS AVE. P.O. BOX 179 EAGLE. COLORADO 81631 FAX (303) 328-7207 This letter is to inform you that the above referenced ISDS Permit has been inspected and finalized. Enclosed is a copy to retain for your records. Also enclosed are informational sheets regarding the care of your septic system. If you have any questions regarding this permit, please contact the Eagle County Environmental Health Division, P.O. Box 179, Eagle, Colorado 81631. We can also be reached, depending on your calling area, at the following numbers: Eagle Valley 328-8730; Basalt/El Jebel 927-3823. Sincerel R ym a P. Merry, R. H Environmental Health officer RPM: ckc Encl:. Informational Sheets Final ISDS Permit cc: Chrono File -t-:-1'- Fl Building Permit File TO / ^ WE ARE SENDING YOU X At�ohed O Undersepor�e cover following items: O Shop draw inQa O Prints XRana O Samples O Specifications O Copy of letter O Change order THESE ARE TRANSMITTED as checked below: \=*��r approval O Approved as submitted [IResubmit-copiesfor approval 0 For your use 0 Approved as noted El Submit -copies for distribution > O As requested O For review and comment O FOR BIDS DUE_____. , O Returned for corrections O Retum___mnmcte prints 19______O PRINTS RETURNED AFTER LOAN TO US = SIGNED: ____ If enclosures are not as noted, kindly notify us at once. Application _,` 16 �:� PERCOLATION TEST EAGLE COUNTY ENVIRONMENTAL HEALTH DEPT. OWNER: 4 V0,11, Q_ LEGAL DESCRIPTION: ;2 3--Oo MAILING ADDRESS:-- co TYPE OF DWELLING: NUMBER OF BEDROOMS pZ TEST HOLES PRE-SOAKED: YES NO TTMF warrrD nrprPT4 TMI-tive rNV VAT T% n M" ■�I� ia� iemm Ell NEI -Iwm==Iwm� MIMMME110MM ME IMMMINEN M Time to drop last inch PERC RATE: > 90 MINIMUM SEPTIC TANK SIZE: MINIMUM LEACH FIELD SIZE: jr" r L'I COMMENTS: j7 21 a 2 vX / 7z--, PERC TEST -DON B Environmental Health r rev. 6/90ks ALPINE COMMUNICATION RECORD ENGINEERING !NC PROJECT: PI(,61'tM Dou-) LOr JOB NO. PERSON CONSULTED: L-Y MArJ r06El- FIRM: Nff, L2%n3 7- ADDRESS: TELEPHONE NO, PURPOSE OF CONTACT: DATE: 7- 11-91 BY: Nt.1 i'A �,�vtE� COPIES TO: ❑MEMORANDUM %3TELEPHONE CONFERENCE OMEETING MINUTES OTRANSMITTAL �3a 22333 asa333333322232323222333333333333 aY 3333333a333225`�_a 3333233323332r333323 a2232233s3.--322 (3 E FOLLOWING V S DISCUSSED: OTRANSMITTEO HEREWITH: --- O^_V_ 7�rrrs�_s_1��.�9�1, - ._....-Z--�oyx{oc�e' .'•-zola�o�-� Yo/_,- `/ . 2. &4 hry 5, F LI1 N& 0tG-' 2.'7 bf:rFP /UGE;r-;'- ;-->—%zt t�ca r/ ME' 0&Prll 774ed- DEPt y 1.4�r 121,) 1.73� 12 ,►5 1,49 12' 1 (2" 1.50 101, e7 l �7ot Iz � 25 , 75' F( ' 12, q9 / 79 • 12,.45 1, 54� 1 12:55� _ 1.55� lz',57 ' .qZt 12;5q /.80' ' I•=b5 ,SS' (�.07 I.97/ 'I�� I.Bz�. .. 4-4sr. 20 m I,,jyres 17- 55 1 .515 IZ; 57 1.1Z� 12',501 l 8l3� 1 ',15 1,•5g5� (', 17 2,00' I 11 1133( 2b Em'Its = .045 dPpp 20tn,rOs =,08 drop 2ONim5 = .03 drop 20 m i rt ZD m i o .5 - -- ZO vr, i ns 6. 5) (J2"/,_ - 3�mph iti (48' trz'/,). = 21 rn01�1Y) 03-0�) k5i2A6E _ �3� {- 21 55,to Edwards Business Center* P.O. Box 97 0 ® Edwards. Colorado 81632 303/949-4640 ® 303/926-3373' flag -° / _5 -T m om / m ' ~ --°, - L� �~ ~�� // /~_~ ' ' / \ /� --.- / //� , / .-,� \ \ ,,/ / /\ ,�J�' / +^.�` +' � ' / -> -�` / '-� F.-l" a0B NAME FULL TO DATE STARTED fl7yli DATE BILLED JOB COST SUMMARY TOTAL SELLING PRICE TOTAL MATERIAL /01 TOTAL LABOR INSURANCE SALES TAX MISC. COSTS TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS OF SELLING PRICE NET PROFIT .JOB FOLDER Product 278 �® NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MA 01471 Printed in U.S.A i. � '�� ^� •�.- v \ 7/a�1�1/ � �- - � . t. � v ! J ��� . � lOS � l8 ���/� �n _ _ S. 840 21' 03�! E_, 743.03� - l7i.71� - T(DPOGRAPHIC SURVEY - L 0 T 4, F i L I N N 0. Benchmark - Elev. 8107.00 i TYPICAL UTILITY EASEMEN LOT5, PILGRIM DOWNS FILING NO. 3 EAGLE COUNTY COLORADO ,IPOWERLINE EAS_MENT NOTES: V LL lX jLqed � .C� du.czt>�58 U�t►T5 _D'(Dl.'� _ -_ _ 1) • Indicates rebar and aluminum cap, L.S.Lr Wit- L.�I�L.. CE - - - T CENTERLINE OF DITCH 14 9, found in place. 2) Date J. Survey: • f � . '��ecenbe;_ ', 1983. � z�7 ) Bearing 3ase, The Final i of Pilgrim .lj E 9 / 3 ng e � 1 Plat OPEN SPACE 3 ----- -__- - 1 Downs, Filing No. 3, -__ ___ n he date his survey, there was 4 O t of t approximately 2 'feet of snow on the site. COMMONAREA --- - - -/ f --------- ---- _ 5) Contour Interval: 2 feet r 6) O Indicates Approximate Building Corners. LTV �TREELINE LZ o 150 O ACCESS ROAD - ' 3 x e.* IzAts. DV-4--k tIk" ua/ Z11 6MZ R cy CV f _ - III w 171 i5i e—L^y N n q' 8!1X 36++X !08"_ <-oNCI -5WPt69T51 LA`,( FLA-r-,-mgTO C OVE L �pND t l TO z'1 �1f?i ITS, FI L�- CULVERT NATION, Bib SIB°$ E1e.V = 816I sI Z - u H DF_eC,, u E.11> G �L+ - f �Tc H �- X �R sT <, i YE ZI FY j1.)G+a.'j10 t-4 16 '' D; a m S r c c e �N ate 1F_X I N G. U Ri N- Fig, FL. - % t --- — -- �- I / a `�► d �.-� P, t-T -_ - - -� , (7 d, �`•� rum, �_ � � 7 _ ; t? t -; — / ALLZL -� -- Z L� E l 20 Diam. S ruce ;1`� _ _--� � ., _ _.. r -� � �' _ � �'� �U F L . I.-_ _ � t b° � , j� �► { Ez-�wGs�, � � / r--- i v WEs ILLQ . /// . P. �A GUEST Tow E� A� _ , X, / �1I -f;> ¢ 1. �� 0 t j s __ bl � F_ 'b s ---_�� �s'�Z �' I S'f -- � F / QE L e-- `- I � 1 lot a�-I� 'S�TD/�c- CSIDE YAI±i.) 0:11111 T ATYPICAL UTILITY E SEMENT /T 0 N 84o 141 14'1 W 930 00' Johnson, Kunkel & Associates, Inc. LAND SURVEYING • CIVIL ENGINEERING • MAPPING P.O. box 409 • 1 13 East 4th Street Eagle, Colorado 81631 • Phone: (303) 328.6368 PREPARED FOR KIRK VAN HEE DRN. j_RW DES. CHK. REV.3� - �ao0� SHEET /O OF // DATE 121,07 ,f3_ REV. - - - J013 NO, 931211 UNPLATTED INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, CO 81631 Telephone: (970) 328-8755 COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1810-98 BP NO. 12135 OWNER: GREG FORBES PHONE: 926-3361 MAILING ADDRESS: P.O. BOX 2784 EDWARDS CO 81632 APPLICANT: LARRY BENWAY ISOM & ASSOCIATES PHONE: 328-2388 SYSTEM LOCATION: 0387 PILGRIM DOWNS DRIVE. EDWARDS. CO TAX PARCEL NO. 2105-193-03-008 LICENSED INSTALLER: GRIZZLY EXCAVATING. GLENN LEHR LICENSE NO. 53-98 PHONE: 970-471-0771 DESIGN ENGINEER: LKP ENGINEERING. LUIZA PETROVSKA PHONE NO. 926-9088 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 1500 GALLON SEPTIC TANK Lg� SQUARE FEET OF ABSORPTION AREA VIA 60 INFILTRATOR UNITS AS PER DESIGN. SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN DATED 7/28/98. MAINTAIN ALL SET BACKS AS NOTED ON BLUE PRINTS. ENGINEER IS RESPONSIBLE FOR FINAL INSPECTION. BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED WITHOUT SEPTIC SYSTEM CERTIFICATION. ENVIRONMENTAL HEALTH APPROVAL: DATE: AUGUST 11 1998 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 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: SQUARE FEET (VIA INSTALLED 5 c ' . % ? TANK: �,� GALLONS IS LOCATED _ DEGREES AND _ FEET FROM l r 7 0 a COMMENTS: ANY ITEM NOT MEETING REQUIREMENTS WILL BE RRECTED-R INAL A EE OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. ENVIRONMENTAL HEALTH APPROVAL DATE: dt 1z nc;oiaplete*Applications Will NOT Be Accepted (Site Plan MUST be attached) ISDS Permit 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 * * MAKE ALL REMITTANCE PAYABLE'.TO: "EAGLE COUNTY TREASURER" PROPERTY OWNER: MAILING ADDRESS: _I + ;Z704 PHONE: Z JJ�iD1 APPLICANT/CONTACT PERSON: ' PHONE:Z`'� lem/m Lab - LICENSED �l��? PHONE: LICENSED SYSTEMS CONTRACTOR: v- z.- COMPANY/ DBA : z ! �<C ADDRESS: ************************************************************************** PERMIT APPLICATION IS FOR: X l) NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: �'�r� , f l�,-iz * Tax Parcel Number: Lot Size: 67 Physical Address: BUILDING TYPE:. (Check applicable category)'-�' NResidential/Single Family Number of BedroomsResidential/Multi-Family* Number of Bedrooms ( } Commercial/Industrial* Type TYPE OF WATER SUPPLY: (Check applicable category) Well ( ) Spring ( ) Surface ( ) Public Name of Supplier: *These systems require des ' n SIGNATURE: ***************************** AMOUNT PAID: a Registered Professional Engineer Date: RECEIPT #: DATE: CHECK #: CASHIER: Community Development Department (970) 328-8730 FAX (970) 328-7185 TDD (970) 328-8797 Email: eccmdeva@vail.net http: //www.e-,igle-county.com EAGLE COUNTY, COLORADO Date: August 11, 1998 TO: Grizzly Excavating Eagle County Building P.Q. Box 179 500 Broadway Eagle, Colorado 81631-0179 FROM: Environmental Health Division RE: issuance of Individual Sewage Disposal System Permit No. 1810-98. Tax Parcel # 2105-193-03-008. Property Location: 0387 Pilgrim Downs Drive, Edwards, co., Forbes residence. Enclosed is your ISDS Permit No. 1810-98. It is valid for 120 days. The enclosed copy of the permit must be posted at the installation site. Any changes in plans or specifications invalidates the permit unless otherwise approved. Systems designed by a Registered Professional Engineer must be certified by the Engineer indicating that the system was installed as specified. Eagle County does not perform final inspections on engineer designed systems. Your TCO will not be issued until our office receives this certification. Permit specifications are minim= requirements only, and should be brought to the property owner's attention. 11 111, 1 111 11 1 111 PROOF I If you have any questions, please feel free to contact the Environmental Health Division at 328- 8755. cc: files LISP Engineering, Luiza Petrovska Community Development Department (970) 328-8730 FAX (970) 328-7185 TDD (970) 328-8797 Email: eccmdeva@vail.net http: Hwww.eagle-county.com EAGLE COUNTY. COLORADO January 26, 1999 Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 Greg Forbes P.O. Box 2784 Edwards, CO 81632 RE: Final of ISDS Permit #1810-98, Tax Parcel #2105-193-03-008. Property location: 0387 Pilgrim Downs Drive, Edwards, CO. Dear Mr. Forbes: This letter is to inform you that the above referenced ISDS Permit has been inspected and finalized. Enclosed is a copy to retain for your records. This permit does not indicate compliance with any other Eagle County requirements. Also enclosed is a brochure regarding the care of your septic system. Be aware that later changes to your building may require appropriate alterations of your septic system. If you have any questions regarding this permit, please contact the Eagle County Environmental Health Division at (970) 328-8755. Sincerely, jmd-- eu'Pll� Janet Kohl Environmental Health Department Eagle County Community Development ENCL:Informational Brochure Final ISDS Permit cc: files 08/07/1998 02:50 970-927-9089 LKP ENGINEERING, INC PAGE 01 August 7, 1998 Mr. Larry Benway Isom & Associates P.O. Box 9 Eagle, CO 816-11 RE: Old Septic System Lot 5, Pilgrim Downs Eagle County, Colorado Project No. 98111 Dear Larry. At the request of Heather Savalo4 from the Eagle County Environtriontal Health Department, we are writing this letter, She requested a description of the location of the old Septic system During our several site visits, we observed the location and the removal of ft old septic tank. It was Found at the northeast coiner of the proposed rcsidwre. Band on the information from the Building Perrait, Number 652, for the old septic system, the old leachfiold consisted of 450 square feet of an absorption field, with an additional 18 inches of gravel below the pipes. Based on the greener area between the pond, the old septic tank and the proposed area for the new leachficK we assume aW is the old leachfiold. if you have any questims, please do not hesitate to CaU, Sincerely, LKP Engineerh Lle 7-1;1) Luiza Petrovsk President cc: Ms. Heather Savalox, ECEHD, fax 328-7185 C!�OFFICFkwp%VTMWPDocwglllsu,wPD P.O. Box 2337, Edwards, Colorado 81632 - (970)920-9088Tel ® (�970)926-9089Fax Received Jan-14-99 04:45pm from 970 926 9089 -) ENVIRONMENTAL HEALTH page 1 01/14/1999 16:45 970-926-9089 LKP ENGINEERING, INC PAGE 01 0 Engineermg ince November 20,1998 Mr. LarryHenway RE:'InspeetiotvOf septic symern lastaflation Isom & Associates Lot 5, Pilgrim Downs P.O. Box 9 Eagle County, 6lorado Eagle, CO 81631 Project No. 99111 - Permit No. 1810-98 Dear Larry. At the request of Wayne Haskins an September 4, M8, we visited the construction site at 0387 Pilgrim Drive, In the Pilgrim Downs Subdivision, Eagle County, Colorado. The purpose of our site visit was to inspect the Installation of the septic system. The system was installed in general compliance with the design drawing dated July 28, 1998. They installed 1500-gallon, two compartments, a precast, concrete,septio tank. From the northeast corner of the existing residence to the south inspection cover on the septic tank was 46 feet and from the northeast comer of the new addition to the same cover was 17 feet. Sixty Standard Infiltrator Chambers were installed irifibur trenches. The first two trenches had sixteen infiltrators each, the third trench had fifteen and the last trench had thirtemn. Near the end of the third row of infiltrators, was the end of the old leachfield and'it had standing water. For this reason the new leachfield was moved further baek to the :north and toward the woods. The Infiltrators were connected with serial distribution. In the last infiltrator of each trench, inspection ports were installed. Horizontal distance from center to denter of the trenches, was 9 feet or more. From the south end of the fourth trench to the pond was 25 feet and frova the north end to the stream was 63 feet. All piping was STAR,-35, 4-inch PVC, The depth of the trenches was two to three, feet. Ilic soil profile in the trenches was consistent with the soil encountered in the profile hole. if you have any questions, please do not hesitate to call. silloerely, LKP Engine President cc: Ms, Heather Savalox, EMD, fix 328.718$ CA0FP1CMW?W1*'qV?D0C51W } IOVAT) 3Z6_034q P,O, Box 2837, Edwards, Colorado 81632 * (970)"926-9088Tel * (970)W-9089Fax HUZF,Ll—A RESIDFiNCF, Lot, i, Filing 3, Pilgrim Dum-is Eagle County, Czturado CAT E j�?!Woiido 09-02-04 13:50 TO:ENVIRONMENTAL HEALTH . FROM: P02 09-02-04 13:51 TO:ENVIRONMENTAL HEALTH FROM: R03 Fq P11, I 1 7 G( otech HER)OVORTH - PAMILAkK GEOTECHNICAL June 241, 2004 Lisa Huzella -/o A.R. Builders Attn: Andy Repasky P.O. Box 610 Gypsum., Colorado 81637 T h N {74 4 5 sutjcct: Subsoil Study for Proposed Swimming Pool, Huzella Y�.esi d2nce, Lol 5. Filing 3, Pilgrim Dcvvnis, '*`7 Pilgrim Road, FagIC County, C0101-FIdl) Dear Mr. Repasky: As requcsted, HeplVorth-Paw-Jak Geott,,clviicn[, Inc. performed a subsoil stuct. T"(11, rl Proposed s-,A,1lnr--jjng pool at fric subject site. The study was condul:tc:d in accordance our agreement for poteclinical engineering servicc.., to Lisa I luzellac)"C) A, it.. ljlc' dated June 8, 2004, The data obtained acid our recorm-nenda-Lions based on tltic proposed construction and subsurface conditions ejjCQTljjter-(j are preseri-I'Led in this rt-port, Background Information- Chen &Aiso,.,iatesprovioLisjyr)erforiTieda,3,jbsolls,-.1if).,f,)7- desipm of'the existing residence and presented their findings in a report dated November 4, 1983, Job No. 26,775. We previously observed wet crawls -pace cc)nfiions Lit the residl-lice, submitting our findings in a, letter dated May 191,1997,JoNo. P)b 7290 Proposed Construction; Tlieprolx)sed swiminin" pool', be either gumit-I or C7 t, fiberglass construction: and located southeast, (dowrilul)) of the existing residence as shown on Figure L We widerst-and that grading for the Poul will kivo.lvo cuts 'Llp to 01A 14 feet dcop, If pool consit-LICtiOrk Or grading FlalIS Char ge significantly from those described abm'c. significantly should be n0fificd to i,e-evaluate the .reColntllelldatiDIIS presenle.d in this report, Site CoIlditions: 11c pre ' posed pool site currently colllsis!s of an i rri-gatffli la-VM M'UL the area has been graded during the. original dcvelopmient of the lot amid appearsto c0IIII'li 1-1 r: mainly shallow [ills. The ground stiriElce, is relatively flat and inod-ratlely sloping down to the southeast. Scattered cobbles are visible oil the ground SUYfk!.;X. of'lawn and close.y spaced frees. Subsurface Conditions: The subsurface conditions at the site V,,ere. evaluated by driffirig one e\plorawry boring at the approximate Cell-, er OF the Proposed pool "'s s1holvil roil_ Fif -P'*''. 1. The boring location -was designated in the field by a representative of -the client. A log of tbt c boring is presented on Figure 2. 111c subsolds oticourm-'red, Incim',' c a t t'�:! s ,U001-It 4 feet of fill' consist of Medium deuse/stiff sand and c,'a y t I l. , yrnv C 1 a i i (I cobbles, down to the inaxii-num explored depth, of 21. feet. Tlie fill consists Su1-1(11 Parker 303-84.1,71119 1 Colora6oSp, incs 719-633-5562 - Sjlv�rcl-jome c)70-4�6M9.;�Q Aq-A9-A4 JR:.q9 T0:FMVTP0MMFMTAT. HFALTH PPOM: PO4 C,! a y and Clayey Sand g-cavel, sitnitar Ill type to th,- natural sods. Rtisuj'ls consolidation te.sting, performed ,,),i relativc.!-v undisturbed samples air sand c-lav vill.il gravel soils, presented on Figurc 4, indicate lov; to i.noderate cotvprcsSihi iit,, under existing moiszure conditions and ligint loading. No fi—le vvater was encountered in the boring following drilling, but a fre(-, water Imic-I was micasured at a depth of about I 4,15cet below the giound surface when checked 6 days later. The soils were mois'. becomijlg wet bolow the groundwater leA;el. The previous Chen and Associates borings �.,.t tile, sil,- did not encounter free water to the maximum depth of 30 fett when drilled in October, K-3. The subsoils encountered during, this study are similar to those p—eviously e lcouiitered ill the borings drilled at the reside -ice by Clien and Associates (--xcept that the cjays arc hwher in inoisture contem and did not show expansion potential wllen ),vetied- Discussion and Recommendations: It should be feasible to construct the pool on tho natural soils from a geol.-chnical viewpoi-it. The subsoils encountered at the pool Site (10 not appear to have an cxpatision potential. but there could tie a ri-,-,!, of settle -Tien, or hcm,te if the upper soils were to All 1.111derdrain sli.culd be provided, below the poot onus behind the \vnlls to prevent hydrostatic uplift. Excavation de-ivater1rig could also b-, riec:dcd in the deep Lima. 'I'lle under drain should consist of a minimum 6-inch layer of fi-ee-diaining gravel -,vith slotted drain pipe connected to a control drain line thatstopcs to gravity outlet. The pool walls should be designed to r,-SiS-t a unit lateral earth pressure of 6,5 pcf equivalent Weigh L, Existing fill and topsoil should be removed from the pool and exterior deck areas. Tblo exposed suburade should then be moistened and compacted. Structural fill used belo-,v the pool and deck should consist of a vvell-Gradedsarid and gravel (such as road base} and be compacttd to at least 95?1'() of the maximuni standard Proctor density, at a mois'alre C.011teilt near optimun-,. Tile ground surface in imidscape area!; should have. a 'positive slope for distance of at least 10 feet from the pool and deck. We should observe the P',)fjl ex,,mvafirm and test structural fill on a regular basis during C0J1St[`UCTj(,)n. Limitations: This StUdY has been conducted it) accordance with geii.m-ally accpU-----d gootechrical engineering principles and practices in this area at this th-ne. We mate no 1, -r - - tio, wam-aity either express or inip!i d. Tile conclitsions and recoi intmda . ris sulmiltled il this report are haled upon the data obtained fmm -the exploratcory borir- drilled -if file location indicated on Figure I and to the deptb shmNyn on Figure 2, the proposed lipe of cons (rue.tion, ani our experience in the area. Ourf-D.Aings include interpolation and extrapolation of the, subsurface- conditions identified zil the eXp1malory "boring and vai'lations in the subsurface eondiiions may not INconne pvirdenit 1,mlil e-,-:cavaL1UL: US peribrined. If Conditions enc.oi:,-nlorcd during constn'.1otion al"ne'aar IiiIfercnt fi,oll-I those descri bed in this report, vve, should be notified it once so rc-evaluation of ill-, re -commendations mav be. made. Jnh No, 1 C- 45 I C--t&-Ch 09-92-04 13:S4 TO:ENVIRONMENTAL HEALTH FROM: P05 I. t 1purposes. e This report I -!',AS been INeITMfOd Ibl' file eXCJLE"4Ve USC� by OL11' r-fiCtif f('!- design W are nest respom�ible )'Or technical HjLerpr,-tations by of"flers of out, inforniaJon- As tile prcl,ec-L evolvCs_ 11."', should prolvitic con,,inUL_'d consultation �i--1dFeld dLU-iU cc1Z152rllction to review uIld 1Tlolij.1or Line itrpIcnicniation Of OLII and ru verif,y, that the recommendations have bnia appr()pnalely inierpreted. Sip-niCifant _f I m s Changes Illay require additional analysis or modl ications to Ill,- rccow;,nenclati I.- preseimFdl herein. We rerxii),rriend on -site observation of excavations and testingy 017 structural -fill by a representative of the potechniuil en-iticer, If vou havee any questions or if xe may be of"further assistance, please let w knov;. Respectfully Si-ibmilted, HF-?W(')F,'-TH - RAW-LAK CTEOTECITNUCAL, INC. Trevor L. Knell Revic�ved by.- S I even L. Pawlak, P.1 15222 a ttaclunl ents Figure I — Figure 2 — Log of ENploralory Boring Figu re 3 — Legend and Notes Figure 4 — Swell -Consolidation, Test RCSULts TabIc I — St ainiaq ol"LaboraLorv'fest ReSU4S. Job No. 104 451 ech 09-02-04 13:55 TO:ENVIRONMENTAL HEALTH FROM: P06 9B0 590 APPROXIMATL SCALE I = 40, 1000 � -" 990 ♦ I l 3 �t GAIRAGE� BUILDING L EN',fELOPE i pp I� f I � r EXISTING i f( RESIDENCE _I �387 y PILGRIM ROAD r \ PROPOSED POOL 1 -- �.1CIUCi 1010 i `1910 LAST.NG p0NL% HfPW0RTH-PAWLAK I �_ 04 451 GEOTEC HIMCfiL, II\IC. LOCATION OF EKPI_t�I I Y 8(�RiIV Ficure 1 Aq-02-04 13:56 TO:ENVIRONMENTAL HEALTH FROM: P07 BGRING 1 ELEV, =1 004' 1005 1) 0 5 x Xj 7/12 000 OD-107 -20D=63 12/12 WC-16.0 DD=112 14/12 995 18/12 Vic-17.6 DD=1,12 2112 O 990 =r 990 7G DD=112 -200-86 14/12 985 12/12 L980 990 NOTE Exploration of syrnbals is shown on Figure 104 451 HEPWORTH—PAWLAK I LOG OF EXPLO.RAIMRY BORING Figure 2 GEOTECHNICAL, !NC. 09-02-04 13:57 TO:ENVIRONMENTAL HEALTH FROM: p 6) 8 LE G E"iA D - F7 V,,� FILL; sandy clay to clayey sand with gravel, overlain by abobt 21 foal of �own materials, loose, rna:st, 1`1-� -,I dark brown. SAND AND CLAY (SC—CL); gravelly, scattered -Icbbles, medium dense stiff, mais', to wet below the groundwater level, red —brown., gravel and Cobb et-- or mostly subangular sandstone fragments. Relatively undisturbed drive sample.- 2—Inch J.D. California liner sample. 7/12 Drive Sample 51OW count; indicates that 7 blows of a 140 pound hammer falling 30 inches were required to drive the California sampler 12 inches. 5 = Depth to free water in the boring and number of days following drilling measurement was taken. Depth at which boring had caved when measured on June 16, 2004. NOTES: 1, The exploratory boring was drilled on June 10, 2004 with a 4—inch diorneter continuous flight power auger. 2. The exploratory boring location was designated in the field by the client and show-r, on Figure 1, 3. The exploratory boring elevation was interpolated between contour lines shown on the site plan provided. 4. The explaratary boring location and eievation should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory boring log represent `she approximate boundaries between material types and transitions may be gradual. 6. Water level readings shown on the iog were made at the time and under the Conditions indicated. Fluctuation in water level may occur with tinna. No free water was encountered at the time of drilling. 7- Laboratory Testing Results: WC = Water Content ( % DD = Dry Density ( pcf ) —200 = Percent passing No. 200 sieve I104 451 HEPWORTH—PAWLAK I LEGEND AND NOTES r igure 3 I I GEOTECHNICAL, INC. - I Aq-A?-04 I3:57 T0:FMVTR0HMFMTAT. HFAT.TH PPOM: PAq Aq-A9-na 12:S,R Tn:FMVTPnMMFMTAT. 14FAT.TT4 FPOM: p I F) U't rn c— ;13 it 73 - - — - C7 --------- C.3 I., = --4 rr, �7O j `3`: it (. I rn. 0 M -n 0 m rTl 0q-0?-04 14:00 TO:EMVIRONMENTAI. HEALTH FROM: Pil LKP Engineering, Inc. P.O. Box 2837 Edwards, CO 81632 (970) 926-9088 (970) 926-9089 Fax TO: Mr. Larry Benway RE: Lot 5, Pilgrim Downs Isom & Associates Filing No. 3 P.O. Box 9 Eagle County, Colorado Eagle, CO 81631 DATED PROJECT NO. COPIES PRINTS DESCRIPTION 07-28-98 98111 - 3 Septic System Design 07-28-98 98111 1 - Bill 07-20-98 98111 1 - Percolation Test Results COMMENTS: PER: Luiza Petrovska DATE: July 28, 1998 Y LKP ENGINEERING, INC. P.O. Box 2837 Edwards, CO 81632-2837 (970) 926-9088 Fax (970) 926-9089 PERCOLATION TEST RESULTS Location: Lot 5, Pilgrim Downs Filing No. 3 Eagle County, Colorado Project No.: 98111 Client: Mr. Larry Benway Isom & Associates P.O. Box 9 Eagle, CO 81631 P-1 P-2 P-3 TINIE/DEPTH 25-10/16" 26-8/16" 28-8/16" 10 14-6/16" 3-10/16" 18-9/16" 1-1/16" 19-8/16" 2-11/16" 10 16-15/16" 2-9/16" 19-6/16" 13/16" 21-1/16" 1-9/16" 10 18-2/16" 1-3/16" 20" 10/16" 22-2/16" 1-1/16" 10 19-4/16" 1-2/16" 20-8/16" 8/16" 22-10/16" 8/16" 10 19-10/16" 6/16" 21" 8/16" 23-2/16" 20" 6/16" 21-8/16" 8/16" 23-10/16" L8/16"10 10 20-6/16" 6/16" 22" 8/16" 24-2/16" PERC RATE 27 MIN/INCH 20 MIN/INCH 20 MIN/INCH AVG PERC 22 MWUTES PER INCH - USE 25 MPI Average Percolation Hole Diameter: 8 Inches Holes Dug and Presoaked: July 19, 1998 Test Run: July 20, 1998 ac. Engineeringg November 20, 1998 Mr. Larry BenwaY Isom & Associates P.U. BOX 9 Eagle, CO 81631 RE: InspectiOn ©f Wig SVttn11nstal1sLUoa Lot 5, Pilgrim DO'Vvns Bagle, County, C010rado Project No. 98111 - Permit NO- 1810-98 Dear Larry' At the request of Wayne Haskins on September 4, 1998, we visited the construction site at 0387 Pilgrim Drive, in the pilgrin-i Downs s Subdivision, Eagle County, Colorado, The Purpose OAf Our site V �sit was to inspect the, installation of the septic Vstcm- The system was installed in general coniplia, Ice with the design drawing dated July 28, 1998, They installed 1500-gallon, two r:otnpartrnenis, a precast, concrete septic tank. From the northeast corner of the existing residence to the south inspection cover on the septic tank was 46 feet and from the northe-ast comer of the new addition to the same :over was 17 feet. first two trenches had Sixty Standard Infiltrator Chambers were installed in four trenches. The sixteen infiltrators each, the third trench had fifteen and the last trench had thirteen. Near the end of the third row of infiltrators, was the end of the old leachfield and had standing water. For this reason the new s, Tb,.t infIltrators wereconnected wi h leachfield was moved further back to the north and toward the wood t serial distribution. in the last infiltrator Of each trench, inspection ports were installed. Horizontal distance from center to center of the trenches, was 9 feet or more, From the south end of the fourth trench to the pond was 25 feet and irons the north end to the stream was 63 feet. All piping was SDR-3 5, 4-incli PVC. The depth of the trenches was two to three feet. The soil profile in the trenches was consistent with the soil ellcountered In the profile hole. if you have any questions, please do not hesitate to call. Sincerely. LKP Engineering R`iZa Petrovska, cQ". Ms, Heather Savalox, F-CEM), fax 328-7185 C I DSIWID P.0' BOX2837, Edwards, Colorado 81632 - (970)926-108rel 'a (9- , j 0) 92( 5-9089 Pax i0g" 'u" N Lot #5' Filing 3 FORBES FEW JOB NAME 0387 Pilgrim Drive Pilgrim Downs, Edwards ,,#--JOB LOCATION to V"— R" so BILL TO DAT7 STA7TED DATE COMPLETED DATE BILLED '4/ 7-e a z 46- /:7; 1141, r44'j �j JOB COST SUMMARY TOTAL SELLING PRICE TOTAL MATERIAL iJ `11� r T D) Vie, TOTAL LABOR INSURANCE iLSALES TAX MISC. COSTS TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS % OF SELLING PRICE NET PROFIT JOB FOLDER Product. 278 �e NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MA 01471 JOB FOLDER Printed in U.S.A. oui-Is - / 6 /0 - °a. 93.75' P-1 PROFILj HOLE \ 30, 10 1 STANDARD INFILTRATOR TYPICAL FIELD VERIFYELEVA 170N5 TO INSURE GRAVE7TY Ei0iY r 1500 GAL TWO COMP. � 4" DIAMETER SCH 40 PVC i 0 CONC. SEPTIC TANK r i CLEANOUT 4" DIAM BLDG SEWER AT1/4 PERFOOTMAX. 168' WELL VZ1AIL A N. T S. S847�'14 �W ,HAMBER SERIAL DISTRIBUTION SEE DETAIL A —A INSPECTION PORT GRAPHIC SCALE 20 t 10 20 40 ( IN FEET ) 1 inch = 20 ft. 1500 GALLON T FO COMPARTMENT CONCRETE SEPTIC TANS 4'- STANDAR..� INFIL TRA TOR N. T. S. BY COPLAND CONCRETE OR E06VALENT 8" W SIDE VIES PERCOLATION TEST RESUL TS Perc No. 1 Perc No. 2 Perc No. 3 27 minutes per inch 20 minutes per inch 20 minutes per inch Average percolation rate recommended for design T = 25 minutes per inch. SOIL PROEM PROFILE HOLE 0.0 to 1.5 foot Topsoil 1.5 to 4.5 feet Light Brown, ) silty —gravelly sand 4.5 to 8.0 feet Reddish —brown, clayergravelly sand. NOTES. 1. THE /NFX TRA TOR TRENCHES MUST BE EXCAVATED PARALLEL WITH THE CONTOURS. 2. THE DEPTH OF THE TRENCHES SHOULD BE UNIFORM, AND SHOULD NOT EXCEED 36 INCHES J. MINIMUM DISTANCE FROM THE POND ,$tfQU_,E 25 FFET. THE STATE REGULATIONS CALL FOR 10 FEET FROM LiNED IRRIGATION DITCHES AND 50 FEET FROM UNLINED PONDS THE POND LINER APPEARS TO FUNCT70NiNG PROPERLY SINCE WE DID NOT OBSERVE WATER iN 7HE EIGHT FEET DEEP PROFILE HOLE. ' 4. DO NOT SCALE FROM THE DRAWNN!` DESIGN CAL, CULA TONS Design percolation rate T 25 "rn utes per inch Number of bedrooms —{ Maximum daily Flow = 0m ax 0max = 5 bdrms x 2 persons/bdrm x 75 gallonsfperson/day x 15OX Omcx = 1125 gpd SEPTIC TANK V = Omax/24hrs x 30 hrs V Mflons User' 1500 gal/onwo compartment precast concrete tank by Copland Concrete or equivalent ASSAREA A = Omax/5 x 1VT A = 90015 x 'v125 = 1125 s f. Amax = 1125 s f. Based on App/icotio Rate: A = 0.6 gpd/s f. Standard I i/tra for Chamber System in a trench configuration with an allowed 50 p ercen t reduction in the absorption area is recommended. Acorrected = 938 s f. Surf area of one Infiltrator Chamber = 15.5 s f. Use,' 660 jln ltrator Chambers in four trenches with 15 /nflVirators in each. i NO S: 1. The building sewer line from the house to the septic tank shall have a maximum slope of 114 inch per foot. Bends in the building sewer shall be limited to 45 degrees. 2. The septic tank shall be installed level The tank shall have removable covers or manholes to within 8 inches of the finished grade, for inspection and cleaning. 3. Excavate three (3) feet wide trenches. The horizontal distance from sidewall to sidewall between the trenches shall be a minimum of six (6) feet. 4. The bottom and the sidewalls of the Trenches shall be raked to eliminate smearing. 5. Assemble and install the Infiltrator Chambers in the trenches according to the manufacturers recommendations. 6. Backfill the sidewall area with native cn—site soil for proper support. 7. Backfill the trenches with a minimum ,)f 12 inches of tamped soil cover. 8. Avoid vehicle traffic over the system. 9. All installations shall meet the rules and regulations of the Eagle County Environmental Health Division, Chapter 4, Individual Sewage Disposal Systems. 10. The Septic System Installation shall be inspected by the Design Engineer prior to backfilling. NOTE• SITE PLAN FROM APLAN BY ISOM do ASSOCIATES, DATED 6-29-98. • 00 oa nI I 00 0) a o � U C) x Ld O w 00 ao n1 W 00 °Q 1 U • xN m m C- dr-- DRAWN 8 K L.P. CHECKED BY L.P. PROJECT NO.: 98111 DATE? 07 28-98 DRAWING No.: 98111SD. DWG SHEET 1 Of 1
