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Home My WebLink About220 Arroyo Dr - 210915209004Work Classification:New PO BOX 609 EAGLE CO 81631- Address Owner Information Permit Status:Active Project Address 210915209004 Permit Type:OWTS Permit Permit NO.OWTS-8-14-11257 Expires: 12/20/2014Issue Date:8/22/2014 Parcel No. 200 Arroyo DR Eagle, CO 81631 Private Wastewater System Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970)328-8755 Fax: (970)328-8788 Phone: (970)328-6354 Cell: Inspection For Inspections call:(970) 328-8755 Inspections: IVR PhoneEngineer(s) (970)945-7988HP GEOTECH Contractor(s)Phone Primary ContractorLicense Number RAWLINGS CONTRACTING (928)537-8913 Yes37-14 TOWN OF EAGLE Permitted Construction / Details: Installation of the Double Rocky Mountain With Chase Double Vault Toilet building as stamped by Ever F. Johns, PE, dated September 20, 2012; and in accordance with the installation instructions sanctioned by David A. Young, PE with HP Geotech in his August 18, 2014 letter to Kevin Sharkey with the Town of Eagle signed, stamped and dated August 20, 2014. Engineer certification of proper installation along with as-built location on a site map with photos must be submitted to and approved by Eagle County Environmental Health prior to using the vault. Issued by: Environmental Health Department, Eagle County, CO August 22, 2014 Date Customer Copy Ray Merry CONDITIONS: 1. THIS PERMIT 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 2. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN C.R.S. 25-10-101, et seq., AS AMENDED 3. 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 WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT 4. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED Work Classification:New PO BOX 609 EAGLE CO 81631- Address Owner Information Permit Status:Active Project Address 210915209004 Permit Type:OWTS Permit Permit NO.OWTS-8-14-11257 Expires: 12/20/2014Issue Date:8/22/2014 Parcel No. 200 Arroyo DR Eagle, CO 81631 Private Wastewater System Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970)328-8755 Fax: (970)328-8788 Phone: (970)328-6354 Cell: Inspection For Inspections call:(970) 328-8755 Inspections: IVR PhoneEngineer(s) (970)945-7988HP GEOTECH Contractor(s)Phone Primary ContractorLicense Number RAWLINGS CONTRACTING (928)537-8913 Yes37-14 TOWN OF EAGLE Permitted Construction / Details: Installation of the Double Rocky Mountain With Chase Double Vault Toilet building as stamped by Ever F. Johns, PE, dated September 20, 2012; and in accordance with the installation instructions sanctioned by David A. Young, PE with HP Geotech in his August 18, 2014 letter to Kevin Sharkey with the Town of Eagle signed, stamped and dated August 20, 2014. Engineer certification of proper installation along with as-built location on a site map with photos must be submitted to and approved by Eagle County Environmental Health prior to using the vault. Office Copy August 22, 2014 Issued by: Environmental Health Department, Eagle County, CO Date Ray Merry CONDITIONS: 1. THIS PERMIT 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 2. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN C.R.S. 25-10-101, et seq., AS AMENDED 3. 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 WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT 4. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-875S FAX: (970) 328-8788 TOLL FREE: 800-225-6136 www.eanlecounty us EAGLE COUNTY P.O. Box 179 5W Broadway Eade, CO 81631 www.eaglecowty-us OWTS PERMIT # CIUZ S - e- /if- //.;1.-i� -i- BUILDING PERMIT # INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED) V a. zf FEE SCHEDULE APPLICATION FEE MAJOR REPAIR FEE -00 MINOR REPAIR FEES This fee includes the OWTS Permit Design Review and Final Inspection Review. An additional fee of $135.00 may apply for review of resubmitted plans. Make all remittance payable to: Eagle County Treasurer. Property Owner: p f wPhone: 3' r- 65S V Mailing Address: I • �bt%i� & o l I IL emaii !CB,/ ha for,,, zfajl .are Registered Professional Engineer: tGl� Phone:?� �9 `�� --7Q J•� Applicant or Contact Person: I ✓1 ke UTA lone: 7.� G1 �- 32 ? G 7q3 Licensed Contractor Company: fSC,.j 1 6 r License # Contractor's Name: Phone: 62 2) S 3 Mailing Address: & ),:I e u v, UL&LJ_ to email b rN ot ► f`S!i Gt l I I- ems `,., A Z b'sq-3 b Permit Application is for: 34 New Installation Alteration Repair Location of Proposed On -site Wastewater Treatment System: Tax Parcel Number. 210 5 1 5ZG 10 a q `K 6 S 1 t713 Lot Size: _. 6 reS Assessor's Link: www.eaalecountv.us/uatie/ Physical Address: CA00 aor Attach Legal Description Building Type: Residential / Single Family Number of Bedrooms: Residential / Multi Family Number of Bedrooms: V Commercial I industrial Type of Use: e�Ocrm *As of 06J27/2014, all systems require design by a Registered Professional Engineer Type of Water Supply: Private Well Spring Surface Public If Public, Name of Supplier - Applicant Signature: Office Use Only ev -7 o 0.3 Amount Paid:. _ _ _ _ Receipt #: �`�� ck vim}- l Date: �,.j The Town of Eagle Box 609 • Eagle, Colorado 81631 (970) 328-6354 • Fax 328-5203 July 29, 2014 ivlr. Ray Merry REHS Director Environmental Health P.O. Box 179 Eagle, CO 81631-0179 Re: Arroyo Drive Trailhead Vault Toilet Dear Mr. Merry, Meetings: 2"d and 4'" Tuesdays The Town of Eagle, in coordination with the Eagle Ranch Homeowners Association, plans to install a vault toilet at the Arroyo Drive Trailhead. This letter serves to declare the Town's statement of approval. The vault toilet was selected because it is not practical to connect to the Town's sanitary sewer system. The nearest sanitary sewer is shown on the attached map. Due to the terrain and property lines, the connection would require approximately 1,000 feet of sanitary sewer main going uphill at 1%. Sincerely, Kevin J. Sharkey Assistant Town Engineer �Fv2 ,......6tech HEPWORTH-PAWLAK GEOTECHNICAI_ August 18, 2014 Town of Eagle Attn: Kevin Sharkey P. O. Box 609 Hepworth-Pawlak Geotechnical, Inc. 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone:970-945-7988 Fas: 970-945-8454 email: hpgeo@hPReotech.cvm Eagle, Colorado 81631 kevin cr,townofeaele.com Job No. 114 307A Subject: Review of Installation Plan, Proposed Vault Toilet, 200 Arroyo Drive, Eagle, Colorado Dear Kevin: As requested, we are providing our review of the installation plan for the proposed vault toilet at the subject site. The services were performed as part of our proposal for professional engineering services to the Town of Eagle, dated July 28, 2014. The vault will be a pre -cast concrete structure set in natural ground. Design plans by CTX Incorporated of Spokane Washington, dated September 7, 2012 indicate the vault is a Double Rocky Mountain with Chase Double Vault Building. A copy of the suggested installation procedures for the all Double Rocky Mountain Model Vaults by CXT Incorporated has been provided to us. A copy of the installation procedures is attached. Items A, B and C of the attached installation plan are acceptable. The vault should be set level. The excavation subgrade for the vault should be moistened and compacted prior to the leveling course. The leveling course can consist of concrete sand or 3/o inch aggregate base course. The excavation subgrade and leveling course materials should be compacted to at least 95% of standard Proctor density (SPD) at a moisture content near optimum. The excavation backfill around the structure should be compacted to at least 90% SPD (95% in pavement areas). We are scheduled to observe the vault installation to evaluate compliance with guidelines and review the soil bearing conditions at the time of construction. Item D of the installation procedures regarding recommended lifting equipment is considered to be the contractor's responsibility. If you have any questions or need further assistance, please call our office. Sincerely, HEPWORTH David A. Young, P. DAY/ksw attachment CTX I cc: Eagle County INC. Installation Guidelines Parker 303-841-7119 9 Colorado Springs 719-633-5562 0 Silverthorne 970-468-1989 CXTINCORPORATED SPOKANE, WASHINGTON SUGGESTIONS FOR INSTALLATION OF ALL DOUBLE ROCKY MOUNTAIN MODELS 1.0 MEASUREMENTS A. Vault (2 each) Vault Height: 4'4" Vault Width: 6'6" x 2 units = 13' Vault Length: I I' 11" Vault Weight: 15,600 lbs. each B. Building Floor Dimensions: 0'5" height, I I' 11" in width, 14'4" in length Total Building: 12' 0" height, 1 P 11" in width, 16' 11" in length Total Weight: 50,000 lbs. 2.0 INSTALLATION A. Placement The floor of the building and the top of the vaults should be the high spot of the site chosen. Finished floor elevation should be 4-6 inches above natural grade measured at the front entrance of the floor. Both the floor and the top of the vault should be above the surrounding ground level with the pathway sloped up to meet the entryway. Ideally, the back of the building should be slightly higher to allow water to freely drain out of the toilet rooms. B. Excavation, Backfill and Compaction The hole dug to accommodate the vaults must be large enough to be workable and to allow the floor to the building to fit on the vaults when placed, but small enough to avoid excessive backfill after placement (use your own judgement). Compact the natural ground at the bottom of the vault excavation with a minimum of three passes with a whacker -type mechanical compactor or equivalent approved by the customer. Install Installation- Double Rocky Mountain DocS.59 Rev.2 B. Excavation, Backfill and Compaction (continued) aggregate bedding material for building support. Compact aggregate course with two passes with a whacker -type mechanical tamper or equivalent approved by the customer. Install leveling course of sand so there will be no high spots in the middle of the vault bottom. Set vaults in place. Ideally, the containment area end of the vault should be slightly higher; '/" per foot of run to allow the building to sit higher. Insure vaults are level; front to back, side to side and vault to vault. Backfill around the structure. Use excavated material for backfill, rocks larger than 6-inches in maximum dimension shall not be placed within 6-inches of the exterior vault walls. Fill, adjacent to the building entry will have excavated material placed in 8-inch loose lifts and compacted with a minimum of two passes with a whacker -type mechanical compactor or equivalent approved by customer. After the vaults are placed in the hole and backfilled, place the butyl tape supplied around the entire top surface of the vaults. Make sure that the area is free of debris. C. Other Important Points l . Southern exposure for the vent stack is ideal, as this allows for heating of the vent stack. Heating of the vent stack aids in the venting of the building. Whenever possible, the placement of the building should be chosen with this in mind. 2. Aggregate bedding material provides a solid base for the vault. 3. Sand is preferable for use in leveling the bottom of the hole excavated for the vault, as it is easier to level. 4. Use of softeners when lifting the building is critical to prevent spawling to the roof of the building, if nylon leads are not available. 5. When lining up the vault and the floor of the building, lining up the rear corners of the vault (the containment portion) and floor (by the clean -out and vent stack) is the easiest and best way to set the building. The screen section and sidewalks will overhang the vault by several inches. 6. Important: Check the seal of the containment portion of the vault by getting into the vault through the clean -out cover in the back of the building after building placement. There should be no light leaking through, with the exception of the riser and vent stack holes. 7. Use the caulk provided to seal around the riser and vent stack where it joins the floor and roof panels. When sealing the vent stack, be sure to put a bead of caulk in the floor vent hole, insert vent stack, then caulk around vent stack. Installation- Double Rocky Mountain 2 DocS.59 Rev.2 Prior to use, it is recommended you place water in a sufficient amount as to cover the entire bottom of the vault containment area to assist in keeping waste material fluid, making it easier to pump out when needed. D. Recommended Lifting Equipment CXT can provide a drawing of the recommended lifting/rigging arrangement. Four lifting plates and four'/" coil bolts 6-inch long for the building can be provided for a refundable deposit of $1,000.00. 1. Crane of appropriate capacity to lift and place vault (15,000 lbs.) and building (42,000 lbs.) onto designated site. 2. Four equal lengths of cable or nylon leads for a minimum of 25'0 feet. 3. Four lifting plates (CXT can provide). 4. Four softeners (wood or plastic) to protect roof edge where leads make contact if cable is used. 5. Four'/" coil bolts 6-inches long (CXT can provide). 6. One spreader bar 18'-6". Installation- Double Rocky Mountain Doc5.59 Rev.2 G(�.K,5-tech HEPWORTH-PAWLAK GEOTECHNICAL October 31, 2014 Town of Eagle Attn: Kevin Sharkey P. O. Box 609 Eagle, Colorado 81631 k_evi ,{eaele.coni H rv' nth I mhl:(_ �0'0 i 'I IT) ft and I I l I1m% I�IrIII _,I, I , I, I,, 1 1"0 1 h ,n.: 70-045 79nti Job No. 114 307A Subject: Observation of Foundation Excavation and Vault histallation, Proposed Toilet Building, 200 Arroyo Drive, Eagle, Colorado Dear Kevin: As requested, representatives of Hepworth-Pawlak Geotechnical observed the excavation for and installation of the toilet vault at the subject site on September 26, 2014. The purpose of our services was to evaluate the soils exposed for foundation support and determine if the vault toilet installation was as per the design plans guidelines. This report summarizes our findings and test results. The services are part of our proposal for professional services to the Town of Eagle dated July 28, 2014. We previously reviewed the installation plan for the vault as summarized in our letter dated August 18, 2014 under the above job number. The proposed construction and installation guidelines are the same as those discussed in that letter. We understand the vault bottom will act as a slab foundation and impose a maximum soil bearing pressure of about 850 psf. The vault and toilet building on the vault were installed by CXT Incorporated. At the time of our initial site visit on September 26, the foundation excavation had been cut in one level about 4 feet below the adjacent ground surface. The soils exposed in the bottom of the excavation consisted of medium dense, clayey sand with gravel and cobbles. The excavation subgrade was then moistened and compacted to about 96% standard Proctor density (95% recommended), with the test results provided on the attached daily report. Subsequently, about 2 to 4 inches of minus '/< inch size reclaimed asphalt pavement (RAP) was placed in the bottom of the excavation as a leveling course and compacted 4 four passes of a jumping jack whacker compactor. The compaction of the RAP appeared adequate and the surface was relatively flat. The surface slope of the leveling course was 1 % for the vault bottom to drain during pumping of the wastewater. The results of a gradation analysis performed on a sample of the clayey sandy gravel with cobble excavation subgrade soils (minus 3 inch fraction) are presented on Figure 1. No free water was encountered in the excavation and the soils were generally moist. The soil Parker 303-841-7119 0 Colorado Springs 719-633-5562 0 Silverthorne 970-468-1989 Town of Eagle October 31, 2014 Page 2 conditions exposed in the excavation are suitable for support of a slab foundation imposing an allowable soil bearing pressure of 1,000 psf. We tested compaction of the vault backfill as the backfilling progressed later the same day on September 26. The onsite soils from the excavation, with the larger rocks removed, was placed as backfill around the vault. The results of a gradation analysis performed on a sample of the backfill soils (minus 1'/2 inch fraction) which consisted of very clayey silty sand are presented on Figure 2. The backfill was moist and placed in relatively thin lifts and compacted to at least 90% standard Proctor density (90% recommended). The results of the compaction testing are provided on the attached daily report. The surface grade of the exterior backfill was observed to be sloped positive away from the vault at least 5 to 10 feet as typically recommended. We believe the toilet vault was constructed as recommended in the installation plan. The reclaimed asphalt used to level the excavation bottom is considered acceptable. The recommendations submitted in this letter are based on our observation of the soils exposed within the foundation excavation and did not include subsurface exploration. It is possible the data obtained by subsurface exploration could change the recommendations provided in this report. Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. If the client is concerned about MOBC, then a professional in this special field of practice should be consulted. If you have any questions or need further assistance, please call our office. Sincerely, HEPWORTH — PAWLAK GLkQ*hQiNICAL, INC. David A. Young, P.E. DAY/ksw attachments Figures 1 and 2, Laboratory Gradation Test Results Field Compaction Test Reports for September 26, 2014 cc: Eagle County Environmental Health Dept. (environment a eaglecount .uus) Job No. 114 307A G(~,'ReCh Particle Size Distribution Report 100 90 80 70 Ir Z 60 Z 50 W U W 40 0- 30 20 10 0 IIIIIIIalti�ll■allll�li■IaIiI�Ia1�IIa1111■IIIn111■ III■11111111■�III1111■IIIIIl11■IIIIIIII■IIIIIIII■ III■III1111I��Ii��I11■IIIIIIII■IIIIIIII■IIIIIIII■ III■IIIIIIII■III1111�■11111111■I111111■■IIIMEN ■IIIIIIII■IIIIIIII■I11� 1.11.1 1111111■IIIIIIII■ III■IIIIIIII■IIIIIIII■IIIIIIIaeIllllll■■IIIIIIII■ III■IIIIIIII■IIIIIl11■1811111■■illlll■■IIIIIIII■ III■111111111■IIIII�II■11111111■11111111■IIIIIIII■ III■IIIIIIII■IIIIIIII■11111111■11111111■IIIIIIII■ I11■11111111�11111111■11111I11■11111111■IIIIIIII■ +3" 0 7 1 5 SIEVE SIZE PERCENT FINER SPEC." PERCENT PASS? (X=NO) 3 100 1.5 95 .75 88 .375 80 #4 71 #8 67 #16 63 #30 58 #50 51 #100 45 #200 36 (no specification provided) Location: Base of Vault Excavation Sample Number: 186-14 Hepworth-Pawlak Geotechnical, Inc. 3lenwood Springs. Coll ZE- Sand Silt Material Description Clayey Sand with Gravel Atterbera Limits PL= LL= PI= Coefficients D85= 14.6896 D60= 0.7864 D50= 0.2673 D30= D15= D10= Cu- cc - Classification USCS= AASHTO= Remarks Client: Town of Eagle Project: 200 Arroyo Drive, Eagle, Colorado ProiectNo: 114307A Date: 09/26/2014 Tested By: BG Checked By: 100 00 80 70 60 50 40 30 Q11 10 0 Particle Size Distribution Report 0 0 o e o N Cl C (O N I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 100 10 1 0.1 0.01 0.00 %+3" Coarse Fine Cos 0 I 1 3 2 SIEVE SIZE PERCENT FINER SPEC." PERCENT PASS? (X=NO) 1.5 100 .75 99 .375 97 #4 96 #8 94 #16 92 #30 87 #50 72 #100 59 4200 47 (no specification provided) Location: On Site, Vault Backfill Sample Number: 185-14 Hepworth-Pawlak Geotechnical, Inc. Glenwood Springs, Colorado Sand Fines 14 33 47 Material Description Silty Clayey Sand Atterberg Limits PL= LL= Pl= Coefficients D85= 0.5470 D60= 0.1582 D50= 0.0900 D30= D15= D10= Cu= Cc= Classification USCS= AASHTO= Remarks Client: TownofEagle Project: 200 Arroyo Drive, Eagle, Colorado Date: 09/26/2014 Tested By: BG Checked By: GecPtech HEPWORTH-PAWLAK GEOTECHNICAL 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone: 970-945-7988 Fax: 970-945-8464 hlu;oo�hp�jeulech Coln Earthwork Compaction Testing Report Client: Town of Eagle Job No.: 114 307A Day: Thursday Attn: Kevin Sharkey Date: 9/25/14 PO Box 606 Page: 1 of 2 Eagle, CO 81631 Project: Toilet Vault, 200 Arroyo Drive, Eagle Ranch, Eagle, Colorado Weather: Clear, calm, dry Temperature: 65° at 11:15 am Earthwork Contractor: Rawlings Construction Equipment Used: CAT 420E Backhoe, water truck, Jumping Jack x2 Description of Earthwork Base of vault excavation after compaction. 2 to 4 inches of % inch asphalt Tested: milling leveling course placement was then observed. This material was placed and compacted with 4 passes of the jumping jacks. Sample(s) Obtained: 2 bulk samples: 1 at the base of excavation, 1 of the backfill stockpile. Proctor value was determined from previous work in Eagle Ranch. Verbal Communication: Bryce Cox — Rawlings, Tepe Blevins — Town of Eagle Placement and Compaction Procedure: Observed by HP Geotech. Lift Thickness: Max. Rock Size: Native — 8" Moisture Water truck/hose Backfill — 3" Conditioning: Compactor(s) Used: Jumping Jacks Number of 4 Passes: Nuclear Gau a Moisture/Densit Test Results Location Field D Field Field Min. Test Depth or Dry Moisture Comp. Proctor No. Elev. Density Content Comp, Req. Lab No. (pCf) % (/o) (%) Excavation 1 Bottom of Vault Excavation Subgrade 111.1 16.6 96 95 454-5 Proctor Sample Reference: Lab No. REP Method Description Max. Dry Dens. (%) Opt. Moist. 454-5 ASTM D 698 Clayey Sand with Gravel and Cobbles 116.5 13.2 1�Uls rnICNI VVE HAVE KLLILU UN IN GUN I KAG I UK I U GUN II NUE AVVLY IN U I HE KtUUMMLNUtU COMPACTIVE EFFORT AND MOISTURE TO FILL DURING THE TIMES WHEN OUR OBSERVER IS NOT OBSERVING OPERATIONS. THE NUCLEAR DENSOMETER METHOD OF TESTING WAS USED IN SUBSTANTIAL ACCORDANCE WITH ASTM 0 6938. Distribution: CET David A. Young, P.E. Field Technician (dh t 5020 County Road 154 �t�h Glenwood Springs, Colorado 81601 Phone: 70-945-7988 HEPWORTH-PAWLAK GEOTECHNICAL Fax: 970-945.8454 -945.8454 h h ogeo _ Daeo ec .corn Earthwork Compaction Testing Report Client: Town of Eagle Job No.: 114 307A Day: Thursday Attn: Kevin Sharkey Date: 9125/14 PO Box 606 Page: 2 of 2 Eagle, CO 81631 Project: Toilet Vault, 200 Arroyo Drive, Eagle Ranch, Eagle, Colorado Weather: Clear, calm, dry Temperature: 0 at pm Earthwork Contractor: Rawlings Contracting Equipment Used: CAT 420F Backhoe, Jumping Jack Description of Earthwork Compaction of on -site material placed for backfill around vault portion of toilet. Tested: Sample(s) Obtained: None. Proctor value was determined from previous work within Eagle Ranch Verbal Communication: Kevin Sharkey (Town of Eagle) Placement and Compaction Procedure: Observed by HP Geotech. Lift Thickness: 12" Max. Rock Size: 3in Compactor(s) Used: Jumping Jack Moisture Natural Conditioning: Number of Passes: varied depending on moisture Nuclear Gau a Moisture/Dens! t Test Results Test Location Depth or Field Dry Field Moisture Field Min. Comp. Proctor No. Elev. Density y Content Comp. Re Lab No. Vault Backfill (pcf) (0/0)p % % 1 South side T below 102.5 21.0 92 90 489-5 grade 2 North side T below 102.1 14.6 92 90 489-5 grade 3 East side 3' below 102.3 24.1 92 90 489-5 Proctor Sample Reference: Lab No. Method Description Max. Dry Dens. (% Opt. Moist. % 489-5 1 ASTM D 698 Lean Clay with Sand 111.3 15.4 VVGR CRCLICU V. 1 RC 4VIV I RN41VR I V 1VI1 I I. VC X11Li . 1RC RCI.VIVIIVICIVVCU COMPACTIVE EFFORT AND MOISTURE TO FILL DURING THE TIMES WHEN OUR OBSERVER IS NOT OBSERVING OPERATIONS. THE NUCLEAR DENSOMETER METHOD OF TESTING WAS USED IN SUBSTANTIAL ACCORDANCE WITH ASTM D 6938, Distribution: Tom Brunner David A. Young, P.E. Field Technician Reviewed By 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