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HomeMy WebLinkAbout400 Beard Creek Rd - 210505100010 - 0690ISEAGLE COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PLEASE CALL FOR FINAL P. 0. Box 850 - 550 Broadway PERMIT MUST BE POSTED INSPECTION BEFORE COVERING Eagle, Colorado 81631 AT INSTALLATION SITE ANY PORTION OF INSTALLED SYSTEM 328-7311 or 949-5257 or 927-3823 PERMIT NO. N ° 69 0 Witnesses OWNER: Edwards Congregation of Jehovah's ADDRESS: C/O R. Weeden P.O. Box 1224, Eagle, CO SYSTEM LOCATION: Parcel 1, NE corner of NW4, Sec. 5, T5S, R82W LICENSED INSTALLER: LICENSE NUMBER: **CONDITIONAL INSTALLATION APPROVAL is hereby granted for the following: MINIMUM REQUIREMENTS: 1,000 gallon septic tank or aerated treatment unit. Absorption area or dispersal area computed as -follows: PERCOLATION RATE: 1 (one) inch in 5 (five) minutes. Absorption Area per Bedroom N/A sq. ft. No. of Bedrooms x sq. ft. minimum requirement per bedroom total sq. ft. minimum requirement. SPECIAL REQUIREMENTS: Two (2) trenches, 2' X 100' = 400 S.F. minimum requirement. DATE: INSPECTOR: **CONDITIONS: 1. All installation must comply with all requirements of the County Individual Sewage Disposal System Regulations, adopted pursuant to authority granted in 25-10-104, C.R.S. 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 building and zoning 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 III, 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: No system shall be deemed to be in compliance with the Eagle County Individual Sewage Disposal System Regulations until the installed system is approved prior to covering any part. Installed Absorption or Dispersal Area: 400 sq. ft. (2 - 100' lines) Installed Septic Tank: 11000 gallons. Degrees: 900 Feet: 372' Design Engineer of System: By owners Installer of System: By owners Phone: Septic tank cleanout to within 12" of final grade or 18" aerated access ports above grade? Yes X No Proper materials and assembly? Yes X No Compliance with permit requirements? Yes X No Compliance with County/State regulations requirements? Yes X No COMMENTS: Line runs straight east 37'. Drain field starts 10' E. of tank. Two lines on contour 2`. Upper - 4 7' deep, lower 4'deep. (Any item checked "No" requires correction before final approval of system is made. Arrange a re -inspection when work is completed.) DATE: May 29, 1985 INSPECTOR: Erik Edeen RE -INSPECTION DATE: INSPECTOR: RETAIN WITH RECEIPT RECORDS v CHARGES Percolation Test = $50.00 Permit Fee (includes final inspection) _ ALL CHECKS OR MONEY ORDERS ARE TO BE MADE PAYABLE TO: EAGLE COUNTY PERMIT NO. N_ 6 9 0 Name of Applicant: Jehovah's Witnesses Name of Owner: Same Amount Paid: $200.00 Receipt Number: C0306 & C0307 Cashier: Gail Parker White and Pink Copies - Environmental Health Department Green Copy - Applicant/Owner APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT { ENVIRON`IENTAL HEALTH OFFICE - EAGLE COUNTY P.O. Box 850 Eagle, Colorado 81631 No. PER:NIIT APPLICATION FEE: $150.00 328-7311 PERCOLATION TEST FEE: $50.00 NAME OF 014NER: idWArAs 04AAje5,"_ of kh00CL PS WileteScys LTD ADDRESS: -� Ui2Et�a,� `P�d aQx /fix,( e ft1e Co i /63 t PHONE: 32fr 7233 oa 31k a 7 NAME OF APPLICANT (if different from owner): ADDRESS: PHONE: DESIGN ENGINEER OF SYSTEM (if applicable) : �� i;(){uyS �u;�y +- K ADDRESS: PHONE: PERSON RESPONSIBLE FOR INSTALLATION OF SYSTEM: Licensed Installer (see attached list)* YES- NO 4 ADDRESS: PHONE: PERMIT APPLICATION IS FOR: (` New Installation _ \ ( ) Alteration ( ) Repair LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Street/Rural Address: f- Ary\Ae.t-af.n', Lot Size: Legal Description: BUILDING OR SERVICE TYPE (check applicable category): (. ) Residential - Single Family ( ) Residential _ Quadplex ( ) Residential - Duplex (L�<) Commercial (state usage) C4l,_e ( ) Residential - Triplex NUMBER OF PERSONS: /S 0 U ORL;t.i NUMBER OF BEDROOMS: WASTE TYPES (check applicable categories): ( ) Commercial or Institutional ( ) Dwelling ( ) Non -Domestic Wastes /JU x I,TG.tj Transient Use ( ) Garbage Disposal ( ) Dishwasher' ( ) Automatic Washer ( ) Spa Tub Other G/Z�, ,/, TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: ( Septic Tank ( ) Composting Toilet ( ) Incineration Toilet ( ) Vault Privy ( ) Greywater ( ) Chemical Toilet ( ) Pit Privy ( ) Aeration Plant ( ) Recycling, Potable Use ( ) Other ( ) Recycling, Other Use WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE: YES ( ) (� IS SYSTEM DESIGNED FOR LESS THAN 2,000 GALLONS PER DAY: YES ( NO ( ) WASTEWATER FLOW REDUCTION PLAN: YES ( ) NO ( ) (I6 yes, see attached wastewatett 6tow tteducti.on methods) NOTE: The Envaonmentae Health 064icen may tceduce the negwiAed abtsottption attea upon app,tova2 of an adequate waztewaten 4ZOW neducti.on plan. SOURCE AND TYPE OF WATER SUPPLY: ( ) Well ( ) S ring ( ) Creek/Stream Give depth of all wells within 200 feet of system: If supplied by community water, give name of supplier: SIGNATURE: &I P ujDATE: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - INFORMATION BELOW TO BE FILLED OUT BV ENVIRONMENTAL HEALTH OFFICER: GROUND CONDITIONS: PeAcent Gnound Stope Depth to Bedttock (pen 8' Ptto6ite Hote) Depth to Gttoundtuateh Tab& SOIL PERCOLATION TEST RESULTS:_ S inute/s pelt inch in HoZe #1 S" Minutes pelt- inch to HoZe # 2 FINAL DISP AL By: 1-5-Minutes pets inch to Hote # 3 ( AbsoApti.on Tttench, Bed on Pit ( ) EvapotAampi tati,on ( ) Above Gttound Dizpeuat ( ) Sand FiLte/t ( ) Unde>tgAound D.&speuae ( ) Wastewater Pond ( ) Otheh- Amount Paid: Z�- 0 • vv (v£; Receipt Numbe"t are -7 Date: � �5 ———————-—————————————————————————-—————————ma`s®—— ,�®T�E�: � �S�tte�Plan�mus�i,3`beat�t�a�`h�ed��to� app=1>�ca�t�on� (Env. Health Department - Rev. 4-07-83) PERCOLATION TEST ENVIRONMENTAL HEALTH DEPARTMENT - Eagle County FEE: $50.00 ) ISDS APPLICATION NO. OWN E � R: �� '�l/�S lit L-� 6v� S z Vq s--sees' LEGAL DESCRIPTION: �Gc �-e �j�,_v2•��� s-��'7- RURAL ADDRESS: TYPE OF DWELLING: `1�lJ NUMBER OF BEDROOMS: -2 DATE OF PERCOLATION TEST: `5 `— TYPE OF SOIL: TEST HOLES PRE-SOAKED: YES NO TIME WATER DEPTH INCHES OF FALL RATE 1 2 3 1 ' 2 3 1 2 3 1 2 3 z 2l .� 2 2- z3 '2S 2 3 �- ` z �" �n / 3i l 2- s \s PERCOLATION RATE: , �2 / u �✓ Ord ;�-ze RECOMMENDED MINIMUM SEPTIC TANK SIZE: �, ®Q (p 6--A//a RECOMMENDED MINIMUM LEACH FIELD SIZE: �d �S'9 ZS 2�X �OQ RECOMMENDED MINIMUM SQUARE FOOTAGE PER BEDROOM: SITE AS BEEN REVIEWED AND TESTED FOR PERCOLATION RATE,. Environmental Health Officer COMMENTS: j�, � ., r), I f f 1 Rev. 5/31/84 r Date o�k�ltG PERCOLATION TEST ?� ENVIRONMENTAL HEALTH DEPARTMENT Eagle County FEE: $50. ISDS APPLICATION NO. OWNER:�t�� LEGAL DESCRIPTION: RURAI AnnR-Fcc IER OF BEDROOMS: i"? 1-,� - 6ii ***************** I L : �.-- WATER DEPTH INCHES OF FALL RATE 1 2 3 1 ' 2 3 1 2 3 1 2 3 2� ; / z ` 1 2•`Zo f:S7 .z 2—:Z 2`,3 l� 2C� 1�4 PERCOLATION RATE: RECOMMENDED MINIMUM SEPTIC TANK SIZE: RECOMMENDED MINIMUM LEACH FIELD SIZE: RECOMMENDED MINIMUM SQUARE FOOTAGE PER BEDROOM: SITE HAS BEEN REVIEWED AND TESTED FOR PERCOLATION RATE. (5 Environmental Health Officer Date COMMENTS: Rev. 5/31/84 7 SOILS AND FOUNDATION INVESTIGATION FOR PROPOSED CHURCH BUILDING BEARD CREEK ROAD EDWARDS, COLORADO PREPARED FOR: JEHOVAH'S WITNESSES CONGREGATION PROJECT NUMBER V-5023G FEBRUARY 1985 TABLE OF CONTENTS CONCLUSIONS 1 SCOPE 1 SITE LOCATION AND DESCRIPTION 1 SITE INVESTIGATION 2 SUBSURFACE AND GROUNDWATER CONDITIONS .2 PROPOSED CONSTRUCTION 2 FOUNDATION RECOMMENDATIONS 3 SLAB CONSTRUCTION 3 GROUNDWATER AND DRAIN SYSTEM 4 REINFORCING 4 CRAWL SPACE COVER 4 BACKFILL AND SURFACE DRAINAGE 5 LANDSCAPING 6 MISCELLANEOUS 6 TEST LOCATION SUMMARY OF TEST PITS GRAIN -SIZE DISTRIBUTION CHART PERIPHERAL DRAIN SYSTEM DETAILS Drawing No. 1 Figures No. 1 & 2 Figure No. 3 Figure No. 4 CONCLUSIONS 1. Subsoil conditions are fairly uniform over the site consiting of silty sands and gravel. 2. The proposed church building should be founded on conventional spread footings designed for a maximum soil bearing pressure of 4000 psf. SCOPE This report presents the results of a Soils and Foundation Investigation for the proposed church in Edwards, Colorado. The investigation was prepared by means of test pits and labo- ratory testing of samples obtained from these pits. This- investigation presents a description of surface and subsurface conditions encountered at the site, recommended foundation systems, allowable design pressures, and groundwater conditions as well as design and construction criteria influenced by the subsoils SITE LOCATION AND DESCRIPTION The site is located on Beard Creek Road, north of Edwards. It is in Parcel 1 in the northeast corner of the Northwest one - quarter of the Northeast one -quarter of Section 5, Township 5 South, Range 82 West of the 6th Principal Meridian, Eagle County, Colorado. The lot drains to the south, and vegetation consists of sagebrush and small trees. SITE INVESTIGATION The field investigation performed on February 18, 1985, consisted of excavating, logging, and sampling two test pits. The locations of the test pits are shown on Drawing No. 1. Summaries of the test pit logs are detailed on Figures No. 1 and 2. A summary of the test results is shown on Figure No. 3. The test pits were excavated with a conventional backhoe. Samples of the soils were obtained for laboratory testing. SUBSURFACE AND GROUNDWATER CONDITIONS Refer to the summary of test pits, Figures No. 1 and 2. Subsurface conditions are fairly uniform, consisting of silty sand and gravel with a few cobbles. No overlot grading has been done prior to this investi- gation. No groundwater was encountered in either of the test pits at the time of the investigation. PROPOSED CONSTRUCTION No specific design data has been provided, but for the purpose of this analysis, it has been presumed that the proposed church will consist of one floor without a basement, and that loads will be light. If the proposed project differs signifi- cantly from this understanding, a review should be made after the plans are more complete. 3 FOUNDATION RECOMMENDATIONS Lightly consolidating soils will be encountered in the excavation. The proposed church should be founded on conven- tional type spread footings designed for a maximum soil bearing pressure of 4000 psf. At this pressure, foundation settlements will be tolerable. It would be advisable to proportion footings -- so as to minimize differential settlements. Minimum footing width should meet requirements of appropriate building codes. The bottom of the footings should be placed a minimum of 48 i:nches below final grade for frost protection. SLAB CONSTRUCTION The upper natural soils will provide adequate support for slab -on -grade construction. If clean, granular soils are imported to be used as select fill, no problem with capillary rise of moisture will occur. However, if the select fill contains some clays or fine materials there is always the possibility of capillary rise of moisture. We suggest that the plans and specifications be prepared with a specified minimum of 4 inches of clean, washed gravel immediately under the floor slabs. The purpose of this clean, washed material is to break capillary rise of moisture to avoid problems with bonding of asphalt tiles to floor slabs - and other problems associated with minor amounts of moisture. We suggest densifying the surface of fill or natural soils _ with a vibratory type compactor immediately prior to placement 4 SLAB CONSTRUCTION - continued of floor slabs. Slabs should be constructed in accordance with ACI recommendations to minimize the risk of shrinkage problems. Slabs should be scored into maximum 200 square foot areas to localize and control any cracking. GROUNDWATER AND DRAIN SYSTEM While little or no groundwater was encountered at the time the field investigation was conducted, it is possible that seasonal variations will cause fluctuations, or for a water table to be present in the upper soils during the spring months, or after a prolonged period of rain. A peripheral drain system as detailed on Figure No. 4 should be installed. REINFORCING Foundation walls should be well -reinforced to minimize the effects of differential movements. Refer to foundation designs for reinforcing details. CRAWL SPACE COVER When moist soils are encountered in the excavation, the ground surface in crawl space areas should be covered with an 5 CRAWL SPACE COVER - continued impervious moisture barrier sealed against the footings. This - will help to reduce humidity in the crawl space area and will also prevent the moist foundation soils from drying and shrinking, which could possibly cause the structure to settle. BACKFILL AND SURFACE DRAINAGE The potentially consolidating foundation soils encountered in portions of the site should be prevented from being wetted after construction. Generally, this can be accomplished by insuring that the backfill placed around the foundation walls Will not settle after completion of construction and that the backfill material is relatively impervious. Water should be added to backfill material to allow proper compaction -- do not puddle. Surface water running toward the structure from upslope areas should be diverted around and away from the building by means of drainage swales or other similar.measures. The final grade should have a positive slope away from the foundation walls on all sides. A minimum of 12 inches in the first ten feet is recommended. Downspouts and sill cocks should discharge into splash blocks that extend beyond the limits of the backfill. Splash blocks should slope from the foundation walls. The use of long downspout extensions in place of splash blocks is advisable. R LANDSCAPING Do not install sprinkler systems next to foundation walls. If sprinkler systems are installed, the sprinkler heads should be placed so that the spray from the heads, under full pressure, R does not fall within five feet of foundation walls. Landscaping and lawn irrigation must be controlled. If the owner desires to plant next to foundation walls and is willing to assume the risk of structural damage, etc., then it is advisable to plant only flowers and shrubbery (no lawn) of varieties that require very little moisture. These flowers and shrubs.should be hand -watered only. Construction of parking areas and sidewalks adjacent to the building will help prevent seepage of water down along the foundation walls. MISCELLANEOUS Some of the soils at the site are potentially consolidating, and the owners should be cautioned that there is some risk of future damage. The owner is directed to those items covered under 6ACKFILL AND SURFACE DRAINAGE and LANDSCAPING. Our experience has shown that damage due to swelling or consolidating soils usually results from saturation of the foundation soils caused by improper drainage, excessive irrigation, and poorly consolidated backfills. The elimination of the potential sources of excessive water will greatly minimize the risks of construction of this site. 7 MISCELLANEOUS - continued This report has been prepared for the exclusive use of the Jehovah's Witnesses congregation for the specific appli- cation to the proposed church site on Beard Creek Road north of Edwards, Colorado. The findings and recommendations of this report have been obtained in accordance with accepted professional engineering practices.in the field of foundation engineering and soil mechanics. There is no other warranty, either expressed or implied. Sincerely, INTER -MOUNTAIN ENGINEERING, LTD. G. -Th o m a s Allen, P. E. ,�',,a,,�'Qroject Engineer ACV0 0 j►Ao aS� DRAWN Sys TEST LOCATION PROPOSED CHURCH EDWARDS, COLORADO FOR JEHOVAH'S WITNESSES CONGREGATION SCALE DATE 01 PROJECT NO., V-5023G MAWUYC NO.: 1 I PlT NO. 1 '�� y?� eon b 4 INOFEET a DESCRIPTION OF MATERIAL o.a SILTY SAND & GRAVEL Bottom of Excavation 6' No groundwater encountered. 110 SUMMARY OF TEST PITS PROPOSED CHURCH EDWARDS, COLORADO FOR JEHOVAH'S WITNESSES CONGREGATION DRAWN OTl SCALE• DATE* REMARKS PROJECT NO.= V-5023G FIGURE NO.• 1 " _ PlT NO. 2 DEPTH INOFEET DESCRIPTION OF MATERIAL SILTY SAND & GRAVEL a .. p;0. -p .•oo.�. 00' ...05 o' O p 0 ? .0 of 0 „0 b//-0. :o 0 5 oo ooAo;>. -� pa;o•oo oP ° °Qoo bo.•c o. O. 0, .Oo.o• Bottom of Excavation 8' No groundwater _ encountered. 10 15 - SUMMARY OF TEST PITS PROPOSED CHURCH EDWARDS, COLORADO .FOR JEHOVAH'S WITNESSES CONGREGATION DRAWN ST, SCALE$ DATEe REMARKS PROJECT NO.& V-50L FIGURE NO.+ 2 - 111 1 1 11 11111 1 111 --------------------- 1 III 111 1111 Ills Mlle -Ell - III I, 1II I • 11�1111111 1111■11111 so■■■■■■■■■■■■■■■■■■ �111111111111 1111111 ....................- . oundation Wall IN Polyethelene Moisture Barrie glued to foundation wall Backfill moistened - well compacted \ r t15 Felt *Minimumr Paper of 6" of 3/4 inch gravel 4" Diameter Perforated Pipe sloped a minimum of 0.25% to sewer lateral subdrain, sump pump or daylighted DETAILS OF PERIPHERAL DRAIN SYSTEM FOR FOOTING TYPE FOUNDATION FIGURE 4 EAGLE COUNTY 551 Broadway Eagle, Colorado 81631 (303) 328 7311 February 15, 1985 Jehovah's Witness P. O. Box 1224 Eagle, CO 81631 RE: ZS-216-84-Jehovah's Witness At their Public Hearing of February 12, 1985, the Board of County Commissioners approved your special use permit for a church on 1.7772 acres in a Resource Zone, with the following conditions: 1. A drainage plan must be submitted with the building permit. 2. The Beard Creek Road must be paved from the present end of the pavement at Northstar Condominiums to the western -most side of your driveway,entrance. 3. No sign on the property may exceed 3 sq.ft. 4. A site specific soils study must be sub- mitted with the building permit. 5. The driveway and parking lot must be designed to be covered with crushed rock to control dust. If, at any subsequent review, it is found that the rock does not control the dust, some additional dust abatement treatment may be required. 6. There will be no parking whatever under any circumstances on Beard Creek Road. 7. All soil materials called "cut" are to be removed from the site. There must be submitted letters of inclusion from the Edwards Metropolitan District and the Upper Eagle Valley Sanitation District. Board of County Commissioners Assessor Clerk and Recorder Sheriff Treasurer P.O. Box 850 P.O. Box 449 P.O. Box 537 P.O. Box 359 P.O. Box 479 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 WITNESS FEBRUARY 15, 1985 PAGE 2 9. 'A revegetation plan must be submitted. 10. No road cuts or slopes will exceed a ratio of 1.5 to 1. A formal resolution signed by the Board of County Commissioners will follow this letter. Sincerely, Susan Vaughn, Direc or Community Development SV:epm cc: Board of County Commissioners Larry Metternick Ken Heller Claude Gerard Files Environmental Health? D /i . p) h • 1it�-��a_��u4_-_ar�.�_ s_l-C ___ _ 4 TO lad- JOB NAME o4C)o 0690 O1p Jeh O • s lOB LOCATION BILL TO DATE STARTED DATE COMF FUN DATE BILLED / _ JOB COST SUMMARY TOTAL SELLING PRICE - TOTAL MATERIAL PERMIT#690 ---_ -- ----- - __�--.___..,.�.-•------------ ������������y��y PERMIT #690 OWNER: Edwards Congregation 9 gation of Jehovah's Witness OWNER: Edwards Congregation of Jehovah's Witnesses LOCATION; Parcel 1 NE corner of NW, LOCATION: Parcel 1 NE corner of NV,'-',, Sec. 5, TSS, R82W INSTALLER; (Scottsville) �.Lwarag 4, Sec. 5, T5S, R82W Scottsville SIZE OF TANK: 1000 gl. DWELLING: Church PERC RATE: 1 inch in 5 minutes INSTALLER: Self ABSORPTION AREA: 400 s.f. SIZE OF TANK: 1,000 Gallon DWELLING: Church PERC RATE: 1/5 (Two (2) trenches, 2' X 100' = 400 s.f. require rnent ) FINALIZED: 05/29/85 BY: Erik Edeen FINALIZED 05/29/85 BY: Erik Edeen Q�05-, 05 t — oo — Coo