HomeMy WebLinkAbout2151 Sweetwater Rd - 193506401005Work Classification: NewPermit 2151 Sweetwater RD CO Address Owner Information Permit Status: Active Project Address 193506401005 Permit Type: OWTS Permit Permit NO. OWTS-4-12-7306 Expires: 9/23/2013 Issue Date: 10/25/2012 Parcel No. 002151 SWEETWATER RD GYPSUM AREA, CO 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)926-3052 Cell: (970)376-4689 Inspection For Inspections call: (970) 328-8755 Inspections: IVR PhoneEngineer(s) Contractor(s)Phone Primary ContractorLicense Number David Craig (970)926-3052 Yes47-13 David Craig Permitted Construction / Details: Install the on-site wastewater treatment system as designed, stamped, signed and dated October 24, 2012. System will consist of two 1,000 gallon septic tanks and 900 square feet of soil treatment credit via 45 Infiltrator Q4 chambers serially connected in shallow trenches as shown on the plans. The system is designed to serve a two bedroom residence and a future garage with bathroom. The system has been increased from minimum sizing requirements as they appear in the existing OWTS rules. Rake any smeared infiltrative surfaces within the soil treatment trenches and have the design engineer provide final certification and submit as-built drawings of the installation prior to occupying the residence. Issued by: Environmental Health Department, Eagle County, CO August 21, 2013 Date Customer Copy Terri Vroman 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: NewPermit 2151 Sweetwater RD CO Address Owner Information Permit Status: Active Project Address 193506401005 Permit Type: OWTS Permit Permit NO. OWTS-4-12-7306 Expires: 9/23/2013 Issue Date: 10/25/2012 Parcel No. 002151 SWEETWATER RD GYPSUM AREA, CO 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)926-3052 Cell: (970)376-4689 Inspection For Inspections call: (970) 328-8755 Inspections: IVR PhoneEngineer(s) Contractor(s)Phone Primary ContractorLicense Number David Craig (970)926-3052 Yes47-13 David Craig Permitted Construction / Details: Install the on-site wastewater treatment system as designed, stamped, signed and dated October 24, 2012. System will consist of two 1,000 gallon septic tanks and 900 square feet of soil treatment credit via 45 Infiltrator Q4 chambers serially connected in shallow trenches as shown on the plans. The system is designed to serve a two bedroom residence and a future garage with bathroom. The system has been increased from minimum sizing requirements as they appear in the existing OWTS rules. Rake any smeared infiltrative surfaces within the soil treatment trenches and have the design engineer provide final certification and submit as-built drawings of the installation prior to occupying the residence. Office Copy August 21, 2013 Issued by: Environmental Health Department, Eagle County, CO Date Terri Vroman 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) 328-8755 FAX: (970) 328-8788 TOLL FREE: 800-225-6136 www.eaglecounty.us P.O. Box 179 500 Broadway Eagle, CO 81631 www.eaglecounty.us EAGLE COUNTY PERMIT APPLICATION FOR ONSITE WASTEWATER TREATMENT SYSTEM OWTS PERMIT # --1 - BUILDING PERMIT # _ —/'Z ` 3 7� 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 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: Phone: �% ! Y/�� Mailing Address: f,�O- 130 k /0a email Registered Professional Engineer: IPUSSr, /� � //���S�i�/ Phone: / �Q`y�/ ' 2V31 Applicant or Contact Person: Phone:%/ly/"/�� Licensed Systems Contractor: UGry� '� ��� �`�i License # 671 Company / DBA: Phone: Mailing Address: S�'1 G email Permit Application is for: x New Installation Alteration Repair Location of Proposed Onsite Wastewater Treatment System: /� Legal Description: � cV " 7 G/- Uk l/ A, C Tax Parcel Number: �S - q 6 y - / - ©Q s Lot Size: 0 Assessor's Link: www.eaglecounty.us/paatie/ Physical Address: ��s� S(�GG7r•✓ti� ' /l� Q �1�� % Building Type: Residential / Single Family NumljVr 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: V Private Well Spring Surface Public If Public Name of Supplier: Applicant Signatures ******************** Office Use Only tr�� Amount Paid: ,JCL Check Receipt #: Date: Septic Design Coversheet October 24, 2012 Permit #: 4-12-7306 Page 1 of 6 To: Eagle County Environmental Health Department From: David Craig Attn: Ray 2151 Sweetwater Rd. environment@eaglecounty.us harvola@hotmail.com tel: 328-8755 tel: 376-4689 Updates have been made to the original proposed septic design. The following updated paperwork is attached to support this design: 1- Coversheet/ Summary (This Page) 2- Engineered Septic Design Calculations 3- Engineered Detailed Drawing of Septic System 4- Septic Tank and Infiltrator Bed cross sections 5- 1,000 gallon Septic Tank Details 6- Quick4 Plus Chambers Details Engineered Design Summary: (per calculations) - 2 bedroom house - 2 — 750 gallon septic tanks - 38 Quick4 Plus chambers It has been decided to up -size the system and use the following: - 2 - 1,000 gallon Septic Tanks (up from 750 gal) - 45 Quick4 Plus Standard Chamber Infiltrators (up from 38) This decision was based upon the desire to obtain a high quality long lasting septic system. I have previously submitted the following: - Application & Check - Original Stamped Engineered Calculations - Original Stamped Engineered Site Plan - Perc. Test Results & Soils Profile Sincerely, David Craig Russell G. Thrasher Professional Engineer Sweetwater Valley Ranch, Parcel 5 Designed For: 2151 Sweetwater Road Eagle County, Colorado Page: 2 of 6 Septic System Design: 1) Design Method: Eagle County Regulations bd = # of Bedrooms in Residence bd = 2 a) Design Flow: Q = max flow = bd x 2[per bedroom] x 75 [gal per day] x 1.5 Q = 2 x 2 x 75 x 1.5 gal/day Q = 450 gal/day b) Septic Tank Design: V = volume = (Q/24) x 30 days V = (675/24)gal/day x 30 days V = 562.5 gallons Therefore, a 750 gallon (or larger) Two Compartment Septic Tank is suggested. c) Absorption Area: absolute minimum T = the design percolation rate (min/inch) A = Absorption Area (ft^2) T = 25 min/inch From Percolation Test performed on August 18, 2000. A = Q/5(sgrtT) = 450/5(sgrt25) A = 450 ft^2 Infiltrators: David Craig P.O. Box 102 Edwards, CO 81632 Date: 10-24-2012 An Infiltration Chamber System in a trench configuration is recommended. A 50% reduction of the required absorption area due to use of infiltrators. IA = Infiltrator Area = .5 x A = .5 x 450 ft^2 = 225 W2 SA = 10 ft^2 = Surface Area of each infiltrator (as recommended by Eagle County). # of chambers = IA/SA = 225/9.8 = 22.5 chambers (Quick-4 Plus Standard Chamber) Therefore, 23 infiltrator chambers will be required with this method of computation. 2) Design Method: LTAR Method The minimum absorption area A in square feet is compared to that computed as a function of the design flow (Q) and the Long Term Acceptance Rate (LTAR) according to the formula A = Q/LTAR. As specified in SCS manual table 7-2. Course to medium sand with a conservative perculation rate of 30 min/inch. Application rate of .6 to .8 (gdp/ft^2) recommended. Q/A = 1 .91 > .6 Therefore we defer to Colorado's State Board of Health's design requirements A2 = Q/.6 = 450/.6 A2 = 750 ft^2 Infiltrators: An Infiltration Chamber System in a trench configuration is recommended. A 50% reduction of the required absorption area due to use of infiltrators. IA2 = Infiltrator Area = .5 x A2 = 375 ft^2 SA = Surface area of each infiltrator = 10 ft^2 (as recommended by Eagle County) # of chambers = IA2/SA = 375/10= 37.5chambers Therefore, 38 infiltrator chambers will be required with this method of computation. 3) Conclusion: Septic Tank: Use a 750 gallon or larger Two Compartment Septic Tank. Absorption Bed: Use a minimum of 39 Infiltrator chambers ( Quick-4 Plus standard chamber size: 34"x53"x12") 1XI i!1111111tt,,.. Russell G. Thrasher Professional Engineer 27913 0•24.1., NA1. J l' �(0 C) R o \l���t111{iliiltllf►////.15 /j OO Q o • = zi UJ r, • r • f""' C) J D J ice:RO co J w uj 0 U a �u 41 uj U J>> C III F- O co( w > ` Q K •S IN 0 a CO) �` U N W14 Li a. 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Box 102 Eagle County, Colorado Edwards, CO 81632 Septic System Design: Date: 4-5-2012 1) Design Method: Eagle County Regulations bd = # of Bedrooms in Residence bd = 2 a) Design Flow: Q = max flow = bd x 2[per bedroom] x 75[gal per day] x L5 Q= 2 x 2 x 75 x 1.5 gal/day Q = 450 gal/day b) Septic Tank Design: V = volume = (Q/24) x 30 days V = (675/24)gal/day x 30 days V = 562.5 gallons Therefore, a 750 gallon (or larger) Two Compartment Septic Tank is suggested. c) Absorption Area: absolute minimum T = the design percolation rate (min/inch) A = Absorption Area (ft^2) T = 25 min/inch From Percolation Test performed on August 18, 2000. A = Q/5(sgrtT) = 450/5(sgrt25) A = 450 ft^2 Infiltrators: An Infiltration Chamber System in a trench configuration is recommended. A 50% reduction of the required absorption area due to use of infiltrators. IA = Infiltrator Area = .5 x A = .5 x 450 ft^2 = 225 ft^2 SA = 12 ft^2 = Surface Area of each infiltrator (as recommended for design by Eagle County). # of infiltrators = IA/SA = 225/= 18.75 (Arc 36 LP Chamber) P Therefore, 19 infiltrators will be re48ired with this method of computation. ` 2) De;ign Method: LTAR Method The minimum absorption area A in square feet is compared to that computed as a function of the design flow (Q) and the Long Term Acceptance Rate (LTAR) according to the formula A = Q/LTAR. As specified in SCS manual table 7-2. Course to medium sand with a conservative perculation rate of 30 min/inch. Application rate of .6 to .8 (gdp/ft^2) recommended. Q/A = 1 .91 > .6 ©,,(� Therefore we defer to Colorado's State Board of Health's design requirements A2 = Q/.6 = 450/.6 A2 = 750 ft^2 infiltrators: An Infiltration Chamber System in a trench configuration is recommended. A 50% reduction of the required absorption area due to use of infiltrators. IA2 = Infiltrator Area = .5 x A2 = 375 ft^2 SA = Surface area of each infiltrator = 12 ft 2 /0 # of infiltrators = IA2/SA = 3 75/ 1= 31.25 Therefore, 32 infiltrators will be required wifg this method of computation. t� 3K el 3) Conclu ;ion: Septic Tank: Use a 750 gallon or larger Two Compartment Septic Tank. Absorption Bed: Use 32 Infiltrators ( Quick4 Plus standard chamber size: 34"x53"x')�� Tr-o-�. A 3K 4WL Russell G. Thrasher Professional Engineer Page 1 of 3 N 00^00'48' E 200,58' 3 30� �� 03 c ON au w( c 4 N ON Ln 0) L iU Q1 3 � N o, Ul a o O a, ku �i m wCU GO N < v-+ aN LO N CU W _ c cis~ U GC CL W I Ln d p > LLJ o� -P ry < old n I-- 3 W N ri N W in W O �s o 0 C, N to W C4.. 0 a CY) U 0, m C3 LEI 1 v N Z� a, d CD S 00^10'11' E 886.23, tU .� m O 0 d L 00 a6� o � c�i 0 Ln W d � -00 v' -0 LDPILW • NO Y < u L a co a z V+ a ,EL3116 /A .IM,0,00 N e�� 0 SWEETWATER VALLEY RANCH PARCEL 5 Portions of Tracts 41, 42 and Section 6 Township 4 South, Range 86 West of the 6th P.M., Applicant: �\ David Craig P.O. Box 102 Edwards, Colorado 81632 tel: 970-376-4689 email: harvola®hotmail.com Eagle County, Colorado. e Property Address: -� �"�\;\\ 2151 Sweetwater Road O \ \\ Gypsum, Colorado 81637 61\ I E D/RT \ \ Septic Notes: 6') 0 �� ` �\ ROAD \ — Both Septic Tanks 1 & 2 are 1,000 gallon 0 0 \ plastic Infiltrator IM-160 tanks (see spec sheets). �\\ �� \\ ? \� F \ — Tanks will have a 1' access riser. Access Cap to be \\ \ \\ \�` 9/e�st/� `` \ installed at or no more than 8" below grade. `\\ \\ 1114.22 q 9 A \ — Install effluent filters in outlet ports of both septic tanks. \\ \\ \ \ qr \ — Use all 4" green septic piping at 1/4" per foot grade. \\ \\ _T - `\1 k/79 \ — All pipe connections are to be glued. \\\ \\ ! Well II , Survey Marker \ — Min. 6' undisturbed soil between trenches (9' oc). ---------- \ \� L—Infiltrators Quick-4 Plus Infiltrator Chambers and Connections.CEI to be set on level trenches of undisturbed soil.of inftltraror to be a minimum of 6" and a maximim of-K TERLINE IpI I T R 1 / below finish grade. the Owners responsibilty to maintain the system after installation. \\ \I \ `\ O \ \ \ \ \ \ I \ \\ \ \ \ \ \ \ \ \ \ \ OJ \\ \\ \\ \\ Connection Details: Also see attatched diagrams \ ------ ��\`�\\ `\\`\ \\ \`\ `�\``�\\ \ 1 og/ IP O'0 \(0- Quick4 Plus All —In One 12 Endcap �� Existing using the Mid —Trench Connection Option. \ \ A Shed 0<\ \ ©— Quick4 Plus All —In One 12 Endcap 09 using the Mid —Trench Connection option. \ ©— Quick4 Plus All —In One 12 Endcap \ `\ with a Side Inlet and an Inspection Pipe. \\ Rock Wall Inspection Pipe ` `\ Future Garage / \ \ Buildin Envelope I \ S \ All chamber ends shall be terminated with a \ \\ g P / 8 F� \ Quick4 All —in —one end cap which supports an \ \ \\ \\ \\ \ \ `\ \ \\ `\ Inspection Pipe. \ `\ LANDING 96S \ \ \ \ `\ \\\ `\ `\\` \ ;\ `\\ \ I I / \ CI �1G 4„ Septic ( Line I Septic t/o \ �`.•°•.,..• f j;% .. \\ 2 Tank \ re ;F DA \ \ Bch \\ i ira.\ 0= 0 \ \ ProPan = TH SHE = �6 ` 61�\Tank e \ �� : 27913 �� �\ �uture House_ BUN In velO \ `\ \` \`\ \`\ \`\ \`\ -- -- -- _ �\ \ \ \ si��•• • • \ \ �L \`\ / \ \ \ \ \ \\ \\Tr Russell G. Thrasherqj \ - - - - -\� \� e/� Professional Engineer \. 6698 ------------------ - - Permit #: 4 12 7306 GRAPHIC SCALE 0 10 15 20 30 50 P A R C E L � \ sePtt� \ Plan Septic Plan ` SWEETWATER VALLEY RANCH LOT 15 PARCEL 5 David Harvey Craig I nr FM) � \ P.O. Bog 102 �,,, B„ oMc �„� 10124112 Edwards, Colorado 81632 NOTICE, Aaaardtnn to Colorado taw you MUST commence any lop[ 3 6.3 3 4 ACRES `��'' ' ` action based u on a defect In this survey within three years �� `\ �`� `\ tel• 970-376-4689 after you flat discovered such defect In no event, may any \\ \ `\ action based upon any defect In this survey be commenced more `\ \\ aexsme>•. awawcna: HARIEYTOPO fax: 970-926-3052 than ten years from the date of certification shown hereon. HARVI=Y PAff 3 a- s email: harvola®hotmail.eom Survey Marker X_� \ Ll —(Z- — f30(0 PROJECT �.� ru "..YUI PROJECT project description W1 j il� �✓V J ; r P1 Ist1YCt exceptional healthcare, locally Hospit ervices Family Medicine I Internal Medicine I Women's Health f; Sped Services Long Term Care I Occupational Health Services 9 — / 3 — /a / ,J I744�y�/s ? /Ph. L -?6 L OA Id ry J)L��4?.i� f'� y� p i S u� ial (� S 4tC. /r C.va^✓v?G� % n �Lrv2- us'e. e k� 1.5 cot 970-625-1510 www.grhd.org r501 Airport Road I Rifle, Colorado 81650 �f �UffZ� %,4p4&p" I it- 1 low IL I _ i 44 el l 16 y ,r, x ahw 1„ s, �41 OWW i �•. V y s.; R • jw }. ,� i➢^3M' e.� ��i.��'ir-` � � �y t 'ink' '^;, � ���� � j �'r , IA Istf., _ aoor a + ,y` = ►jv '� 'y�� � - � � may, _; � • � pp , w y, ��� wry ., ! a� r• /� ���,��� �;�` �.� f � � 47 I - 4W jpa tt .MAP WWI,, YA it"4 It w Rl jmwp otr C IN5 p IL 11v 'ram . ` � , �'+�,. 4 '•'�� � a., ai � � �� 3 jrA #�� �, �' r�,� , f.' P . R s I I � � 1.: t ! / ! ' � FYI �F•~t y law y Y sA Y 4 r44,lilt V.w . nA- *mom- e4, F �' r Aff r y A an � 1 � . I y � _ � �. Jy _ � R _ 7\ .mil i„ ��.r\ 1 • •P- _ ,� • E ! - r �yA4 _ E �oil All y^ J• 'lilt! ram! Or bi0"IPh ll, 7 -it] At hiek 4. Not wail f6'