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HomeMy WebLinkAbout2015 Colorow Rd - 210713402010DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8765 FAX: (970) 328-8788 TOLL FREE: 800-225-6136 www.eaglecounlv.us EAGLE COUNTY P.O. Box 179 500 Broadway Eagle, CO 81631 www.eaglecounty.us PERMIT APPLICATION FOR ONSITE WASTEWATER TREATMENT SYSTEM OWTS PERMIT # ��-� (— (Q p� 1 BUILDING PERMIT # **INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED) *'* FEESCHEDULE APPLICATION FEE $800.00 MAJOR REPAIR FEE $800.00 MINOR REPAIR FEE $400.00 Jv This fee includes the OWTS Permit, Site Evaluation (Percolation Test, or Soil Profile Observation) and Final Inspection. Additional fees may be charged if a re -inspection is necessary, or a pre -construction site visit or consultation is needed. The re -inspection fee is $135.00 Make all remittance payable to: Eagle County Treasurer. Property Owner: lzk_ .n _ Phone: �0{ Mailing Address: ZG 3 E��GJ hR,�7S E C ,� �_�{t 3�email 3 t2� l� (3� SL1c IG�.1;(f !� , �p/`t Registered Professional Engineer: L.1Lp Phone: Applicant or Contact Person: )IA 1 L L_ Phone: Licensed Systems Contractor: ->I,,1*rEt, &TP_VZ I W License # Company / DBA: Mailing Address: Phone: email Permit Application is for: New Installation Alteration Repair Location of Proposed Onsite W stewater Treatment System: Legal Description:_�[_(,� Tax Parcel Number: Q Q Lot Size: Assessor's Link: www.eaplecounty.us/patie/ Physical Address: L�"� CO 8> C-QL� v`-��-� �Z)_O i' C oL'OK01 j P--D Building Type: , Residential / Single Family Number of Bedrooms: Residential / Multi Family Number of Bedrooms: Commercial / Industrial* Type of Use: *These systems require design my a Registered Professional Engineer Type of Water Supply: k_ Private Well spring Surface If Public Name of Supplier: i Applicant Signature: Office Use Only Amount Paid: q00 Receipt #: Check #: ?O 1 Date: Public LKP Engineering, Inc. CIVIUGEOTECHNICAL May 11, 2011 Mr. Brad Slingerlend P.O. Box 2603 Edwards, CO 81632 Via E-mail: brad aslingerlend.com Dear Brad: RE: Proposed Addition and Green House Septic System and Drain Discharge Consultation Lot 6B, Colorow 2015 Colorow Road Eagle County, Colorado Project No. 11015 At the request from Jack Snow, RKD Architects, and based on the information he provided during a telephone conversation today, we have prepared the following summary of findings and recommendations for the septic system requirements and the discharge of the floor drain from the green house on your property at 2015 Colorow Road, Eagle County, Colorado. We understand that the proposed green house is a part of the proposed new addition to your main residence. A Proposed Barn was part of the septic system design dated October 6, 2003, drawing number 03175sd.dwg, which was designed for a total of 6 bedrooms. The septic system for the main residence was constructed in August of 2004. The Future Barn, at the time of the original septic system design, was to be at a lower elevation from the main house and septic system and an additional septic tank with a lift station was to be constructed to lift the effluent from the Barn to the leachfield. The proposed new addition appears to be at a higher elevation from the previously proposed barn and they are in progress of verifying the elevations of all components for a gravity flow from the proposed addition to the existing septic system. The proposed addition will not increase the number of bedrooms used for the original design, so there is no requirement to increase the size of the septic system. Any proposed changes to the layout and components of the existing septic system must be verified with the design engineer before construction. All components of the system must be scheduled for inspection prior to any backfilling. The drain from the green house can not be connected to the septic system. The drain can discharge directly outside the structure. The discharge pipe should be protected from frost. The daylight of the discharge must be protected from burrowing animals. Also, the area in front of the daylight, must be protected from erosion. The type of protection depends on the amount and the velocity of the water. If it is a small amount of water at a low velocity, a grassy swale will be sufficient. For larger and faster flows a lined swale surfaced with rip -rap will be needed. This report has been prepared according to locally accepted professional engineering standards for similar methods conditions at this time. There is no other warranty either expressed or implied. Sincerely, odq�C�do LKP Engineering, Inc. ��, ,.• 1'rR •. %` Z-v: 2952 = - Luiza Petrovska, PEcc- Jack Snow at JC_WP X4-LKK2011\11015s ptacdrai dis hargempd P.O. Box 2837, Edwards, CO 81632 Tel (970) 926-9088, Fax (970) 926-9089