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HomeMy WebLinkAbout777 Kings Row Ave - 239121401004 - 1269-93ISINDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, Colorado 81631 Telephone: 328-8755 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1269 Please call for final inspection before covering any portion of installed system. OWNER: Larry Moore 963-9210 MAILINGADDRESS: 1144 Kings Row cItyCarbondale CO state: APPLICANT: SAA PHONE: 963-9210 SYSTEMLOCATION: 777 Kings Row Ave TAX PARCEL NUMBER: 2391-214-01-004 LICENSED INSTALLER: Edward. Dreager of Dreager Excavation 41-93 LICENSE NO: DESIGN ENGINEER OF SYSTEM: N/A ZIP: 81623 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 1000 GALLON SEPTIC TANK ABSORPTION AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED 854 SQUARE FEET OF TRENCH BOTTOM. SPECIAL REQUIREMENTS: Trench configuration only. Place inspection portals at the end of each tr ENVIRONMENTAL HEALTH DATE: G, CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIR ENTS OF LE 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: 816�2_5— SQUAREFEET. V !11 �' �? i ( �7b>"S / INSTALLED SEPTIC TANK: ! U©0 GALLON ���1% DEGREES 2 ,/0 4 FEET FROM D LC4-1 O C/G'flt aGy f SEPTIC TANK ACCESS TO WITHIN B" OF FINAL GRADE AND PROPER MATERIAL AND ASSEMBLY _X YES —NO COMPLIANCE WITH COUNTY/STATE REQUIREMENTS: �< YES _ NO ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS CORRECTED. COMMENTS: ENVIRONMENTAL HEALTH APP ENVIRONMENTAL HEALTH 'PLICANT / AGENT: :RMIT PERCOLATION TEST FEE (Mt -INSPECTION IF NECESSARY) RETAIN WITH RECEIPT RECORDS OWNER: RECEIPT # CHECK# DATE: ISDS Permit # Building Permit #6 d 7 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: �P'►� y �r�.: MAILING ADDRESS: 1► y K _ e� �o �� .� PHONE • C 3 -j Z I � APPLICANT/CONTACT PERSON: _ (i,ArAti PHONE: 9(03 q ( a LICENSED SYSTEMS CONTRACTOR: 4� .' F:-D T)a A t-/ -__ ADDRESS: `� `{ �o 4 PHONE:. 6 5�� *************************************************************************** PERMIT APPLICATION IS FOR: NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIV:1:DrJ'AL SEWAGE DISPOSAL SYSTEM: Legal Description: � o-f � ��� �p � �, �;,�a ; ,,,.� 1 Parcel Number:_ 23 1 + Z \ 6f U 1 po 4 Lot size: �°l •' �(Z �,c Physical Address: __1?7 /\3e, BUILDING TYPE: (Check applicable category) �I.Residential Residential / Single Family Number of Bedrooms / Multi -Family* Number of Bedrooms ( ) Commercial / Industrial* Type TYPE OF, WATER SUPPLY: Well(x) Spring ( ) Surface ( ) Public (M Name of Supplier: k *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: LS /At7--f _ DATE: AMOUNT PAID• l �� RECEIPT# `� DATE: CHECK # CASHIER• �:OMNILIVITI DI\ ELOPMENT DEPART IFNT EAGLE COUNTY, COLORADO November 15, 1993 Larry Moore 1144 Kings Row Carbondale, CO 81623 500 BROADWAY P.O. BOX 179 EAGLE. COLORADO 8 1C31 FAX (303) 328.7207 RE: Final of ISDS Permit No.1269-93 Parcel #2391-214-01-004 Property located at: 777 Kings Row Ave., El Jebel. 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 dwelling 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 328-8755. Sincerely, UN) Tania M. Busch -Weak R.E.H.S. Environmental Health Specialist ENCL: Information Brochure Final ISDS Permit COMMUNIT) DEVELOPMENT DEPARTMENT (303! 32S-5730 EAGLE COUNTY, COLORADO DATE: October 13, 1993 TO: Edward Dreager, Dreager Excavation =00 BROADWAY P.O. BOX 179 EAGLE. COLORADO S 16 31 FAX (303) 328-7/207 FROM: Environmental Health Division RE: Issuance of Individual Sewage Disposal System Permit No.:1269 Parcel #:2391-214-01-004 Property Located at: 777 Kings Row Ave. Enclosed is your ISDS Permit No. 1269 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. Please call our office well in advance for the final inspection. The final inspection is to be done before any portion of the installed system is covered. The deadline for the final inspections done by Eagle County Environmental.Health is December 1. 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. Be aware that the specifications on the permit are minimum requirements only. Installers should bring this to the attention of the property owner. This permit does not indicate conformance with other Eagle County requirements. If you have any questions, please feel free to contact us at 328-8755. cc: file DATE: August 25, 1993 Dear I.S.D.S. Applicant: Your application for an Individual Sewage Disposal System (ISDS) Permit for 777 Kings Row Avenue has been received. Issuance of your permit is on hold until the following materials or fee(s) are submitted. Payment of $150.00 Application Fee � Payment of $200.00 Percolation Test Fee Y Site Plan / v XX Licensed System Contractor (See attached list)r ******* Lael Hughes is not a Licensed Contractor **** Engineer Design _- XX Other: Set -Up Percolation Test _. If you have any questions please call, 328-8755. When calling or submitting information please reference your ISDS application # Please submit information to: Eagle County Environmental Health Division P.O. Box 179 500 Broadway Eagle, CO 81631 Chen 0- Northem, Inc. b0a4 Real' �5e C'e-1-co, so-49S ca!o4a('�p 81 60s ..03W-5 FAX TRANSKMAL TO COMPANY FAX NUMBER . � -- 7 n' / FROM DATE NUMBER OF PAGES (including this page) If there are any problems receiving this fax, contact: 303-945-7458 OR 303-949-1864 (Vail number) Message: 7 7.Z Sent by Chen F ! on ern.. Int.�O';:4( itlf� "'li £f;'G e111L' 7GiB illari Gi a �.; aocl ;iVrrl;�s.tt o,arac: a Ci' 6t71 September 21, 1993 ;31331:�-i45II Larry Moore 1144 Kings Row Avenue Carbondale, CO 51623 Subject: Observation o Proposed Residence, 777 Kings Row Subdivision, Eagle Coup , oRRTO I& " Job No., 4 54193 Dear Z*ritr, Moore: As requested, Chen --Northern, Inc. observed the excavation at the subject site on August 30, 1993 to evaluate the soils exposed for foundation support. The results of the percolation test and findings of our observations and recommendations for the foundation design are presented in this report. The work was done in accordance with our Agreement for Ceotechnical Engineering Services to you, dated august 27, 1993. Tf,e proposed residence will consist of a two-story wood frame structure over a partial basement. An infiltration septic leach field is proposed southeast of the building area. At the time of our visit to the site, the foundation excavation had been cut in two levels from 3 to 12 feet below the adjacent ground surface. The soils exposed in the bottom of the excavation consisted of sandy clay. Results of swell -consolidation testing performed on samples taken from the bottom of the excavation are shown on Fig_ 1. The results indicate the clay, sails have a, moderate potential for settlement when wetted under constant light loading conditions (collapse) and are moderately compressible upon additional loading. Additional laboratory testing results are summarized on Table 1. No free water was observed in the excavation at the time of our site visit. Considering the conditions exposed in the excavation and the nature of the proposed construction, spread footings placed on the undisturbed natural soil designed for an allowable soil bearing pressure of�psf should be adequate for support of the proposed residence. Footings should be a minimum width of 16 inches for continuous wails and 2 feet for columns. Louse and disturbed soils were observed at the foundation bearing level' within the excavation and they should be removed and the footings extended down to adequate natural bearing material or compacted prior to placement of concrete. Exterior footings should be provided with adequate soil cover above their hearing elevations for frost protection. Continuous foundation walls should be reinforced top and bottom to span an unsupported length of at least 12 feet. Foundation walls acting as retaining structures should be designed to resist: a lateral earth pressure based on an equivalent fluid unit weight of 55 pef. A. perimeter foundation drain sbould be provided to prevent temptarabuildup of hydrostatic pressure behind the walls and prevent wetting of the lower level. The drain ould be isolated from the foundation bearing soils with an impervious membrane such as 20 t.PVC to prevent wetting of the soils below the footings. If fill is placed within floor Larry Moore September 21, 1993 Page 2 slab areas, it can consist of the on -site soils devoid of topsoil and compacted to at, least 95%b of standard Proctor density at a moisture content near optimum. 13ackfill placed around the structure should be compacted and the surface graded to prevent ponding within at least 10 feet of the building. Percolation testing was performed at the: subject site on August 30, 1993. The proposed leach field is located approximately 75 feet southeast of the proposed residence. INFRk;��.�.u�..�ta�� �.�►►. �. �,The soils encountered in the profile pit below ore -foot of topsoil consisted of a slightly gravelly sandy clay. The percolation test boles had been excavated and saturated prior to our site visit. The percolation test depths and rates are summarized on Table II. The recommendations submitted in this letter are based on our observation of the soils exposed within the foundation excavation. Since we dad not conduct subsurface exploration, we have assumed the conditions observed in the excavation represent those within the depth of influence of the foundation. Variations in the subsurface conditions could impact the performance of the foundation. In order to reveal the nature and extent of variations in the subsurface conditions below the excavation, drilling could be required.. It is possible the data obtained by subsurface exploration could change the recommendations contained in this letter. If there are any questions or if we may be of further assistance, please let us know. Sincerely, CI.EN-NORTHERN, INC. � Louis E_ Eller Reviewed By: Thomas L. Allen LF-E/rh Attachment Chen Northern.1nc _' V 1 1 W.• i . U" 0 as Z t.1 `L 4 0 w 0 Moisture Content = Percent — Ce'y Unit weight 92 pCt E Sample ot: Sandy Clay t Fr,rn: Footing Grade at North- East Corner f Additional compression - i under constant pressure j r due to getting t j I t i APPLIED PFgE$SURE — ksf v Moisture Content pergent Dry unit Weight = pcf Sampteoi: Sandy ;,lay Frcn-l: Footing Grade at South- West Corner i No movement upon wetting y � t i 3 � f 1 I �— _ ., MR) APPLIED PRESSURE — ksf 4 541 93 Chen N%xti ,l-nc. $WELL -CONSOLIDATION TEST RESULTS I Fig, i § no I � . Q 0■ e � §■3 Q � a �- § B ) 2k7� �ek - . . § 2 � 0 B � a � w� �3§ � �# iV3 � )) . � ? f --Liu �« �� m z w Awl a ems. F V y ll i iziT v' °� a~o ate- ado own z owe n n Go ram. I r` fs. � Fxi pC, ova ,�.� ti .V1.t r�i M om. Vi vy 41 VS an Vs WS W3 Q mr d ~ IPA x TOTAL P.O6 1269-93 - Parcel #2391-214-01-004 JOB NAME 777 Kings. Row Av. Moore JOB NO. . . JOB LOCATION BILL TO DATE STARTED DATE COMPLETED DATE BILLED s' S'ct-e, i r� y` in 'i� 7� /✓ t t' lT�ti f! c S i f e lGv. �f Qf C�vn try �f fig fn-�^ �'P"-""`��� . ri G�/ Lt 3� vYtGty \ I a, Gl S r 0 4r O/It JOB OOET SUMMARY 'A. �; �,cza TOTAL SELLING PRICE TOTAL MATERIAL 4. TOTAL LABOR INSURANCE SALES TAX MISc. COSTS TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS % OF SELLING PRICE NET PROFIT JOB FOLDER Product 278 Qe NEW ENGLAND BUSINESS SERVICE, INC., CaROTON, MA 01471 JOB FOLDER I i ji I I l i I I I I I I I I i I i I I I I i I I I - it l`J `� ' n Ji I I 1-0 I I i I i i l I I I � Printed in U.S.A. k' zat•s f -, gyp" •s%�.'� l `fit +� - - - � a.�r • a•;.',3� w i ''"'J�" - - +�•., : °� � yam_ xti > lS�s �a6 Q I tt/� lq� �, � ; , ..: .. :.. ... :J �... � . ��1� �� --- _- _ _ _..._ ���s � �v00� - � � !�/o ` 2 1 0 "*X_ Y1on- exc�US1\1P Vraad 2oa5e►IAeAt 0 a7 r W•� j i l-e o�� �D es c r �P-�- ► o v� �� '76 o Lot 13 KINGS ROW SUBDIVISOIN FILING NO. TWO According to the plat recorded March 16, 1979 in Book 283 at Page 8 as Reception No. 179414 TOGETHER WITH and subject to a non-exclusive road easement for ingress and egress described as,, Beginning at a point on the Easterly Right of Way Boundary of Kinds Row Avenue 30 feet North of the Northwest Corner of Lot 13,-Kings Row Subdivision, Filing Two; thence North along the West boundary line of Lot 12 of said Subdivision for 20 feet, said Measurement constituting the width of said easement, thence Easterly between the two points of the Easement described a distance of 45 feet; thence narrowing to 15 feet in width and turning Southeast at an angle of approximately 45 degrees and continuing thusly through the North boundary. COUNTY OF EAGLE RADO L)-- 3• ..�r� 1 1Sord l.sz D" Q 1 n . Jr t Je `, �� G0 - I �4 1 • �- i,KdC�cst,�es �ouly� '�e1Da� � CA� _ STATE OF COLD t = - I Mave _ 0a ve 0 76e 11 i4x �\���tt�} t��it �►uur>r� �ot- �j� C'� L S 'Row Smcj lV to,►&_ #i-- 2 yi 1 e _ Co UNk_-�. - C-0 1� c0 b L , .}a - L INES /N S ACE SYDNEY L /NC/C OME (L. S. 14111) BOX 121 CARBONDALE COLORADO 81623 303-963-3852 _ DATE: - SCALE: