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HomeMy WebLinkAbout3888 Lake Creek Rd - 210520300004 - OWTS-5-11-6110Work Classification: NewPermit 30 ATHERTON AVE ATHERTON CA 94027- 30 ATHERTON AVE ATHERTON CA 94027- Address Owner Information Permit Status: Active Project Address 210520300004 Permit Type: OWTS Permit Permit NO. OWTS-5-11-6110 Expires: 12/15/2011 Issue Date: 8/17/2011 Parcel No. 003888 LAKE CREEK RD EDWARDS 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)471-2810 Cell: Inspection For Inspections call: (970) 328-8755 Inspections: IVR PhoneEngineer(s) Contractor(s)Phone Primary ContractorLicense Number DIAMOND A EXCAVATING (970)926-2596 Yes18-11 Too Well Ranch LLC Too Well Ranch LLC Permitted Construction / Details: The permit allows for the construction of the OWTS at 3888 Lake Creek Road to serve a 5 bedroom residence and a future barn with 2 bedroom caretaker unit. (A separate OWTS Permit is required to allow connection of a future structure). Install the system per the information in the Engineer design signed, stamped, and dated August 17, 2011 The system consists of a 2,500 gallon two compartment septic tank for the residential wastewater and a 1,500 gallon tank for the RO unit backwash which flow into a lift station with duplex pumps that will pressure dose a soil treatment unit of 4,500 square feet absorption area credit via 9 rows of serially connected Q-4 Infiltrator units in shallow trenches. Due to the design flows, the installer must adhere to additional horizontal setbacks as indicated in the report from Alpine Engineering. Avoid installation during wet weather. Do not cover any portion of the system before inspection by the engineer. No occupy is allowed at the residence without the engineer certification and as-builts stating the system was installed according to their plans. Issued by: Environmental Health Department, Eagle County, CO August 17, 2011 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 30 ATHERTON AVE ATHERTON CA 94027- 30 ATHERTON AVE ATHERTON CA 94027- Address Owner Information Permit Status: Active Project Address 210520300004 Permit Type: OWTS Permit Permit NO. OWTS-5-11-6110 Expires: 12/15/2011 Issue Date: 8/17/2011 Parcel No. 003888 LAKE CREEK RD EDWARDS 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)471-2810 Cell: Inspection For Inspections call: (970) 328-8755 Inspections: IVR PhoneEngineer(s) Contractor(s)Phone Primary ContractorLicense Number DIAMOND A EXCAVATING (970)926-2596 Yes18-11 Too Well Ranch LLC Too Well Ranch LLC Permitted Construction / Details: The permit allows for the construction of the OWTS at 3888 Lake Creek Road to serve a 5 bedroom residence and a future barn with 2 bedroom caretaker unit. (A separate OWTS Permit is required to allow connection of a future structure). Install the system per the information in the Engineer design signed, stamped, and dated August 17, 2011 The system consists of a 2,500 gallon two compartment septic tank for the residential wastewater and a 1,500 gallon tank for the RO unit backwash which flow into a lift station with duplex pumps that will pressure dose a soil treatment unit of 4,500 square feet absorption area credit via 9 rows of serially connected Q-4 Infiltrator units in shallow trenches. Due to the design flows, the installer must adhere to additional horizontal setbacks as indicated in the report from Alpine Engineering. Avoid installation during wet weather. Do not cover any portion of the system before inspection by the engineer. No occupy is allowed at the residence without the engineer certification and as-builts stating the system was installed according to their plans. Office Copy August 17, 2011 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.eaalecountyus EAGLE COUNTY P.O. Box 179 500 Broadway Eagle, CO 81631 www.eaglecounty.us PERMIT APPLICATION FOR ONSITE WASTEWATER TREATMENT SYSTEM OWTS PERMIT # D -S- -1,Q 110 BUILDING PERMIT # INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED) FEE SCHEDULE APPLICATION FEE $800.00 MAJOR REPAIR FEE $800.00 MINOR REPAIR FEE 0.00 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 $135.00 Make all remittance payable to: Eagle County Treasurer. owl. eG`P: T1zA V 1 S PCv90041 Property Owner: rO' h'ELL- IZAWe-ff LL, C Phone: N+=�s�y �170-9�f -515Z 3v qT" STD rl1 A4✓E Mailing Address: ATHrE f=re0j, °I40Z7 -Ha19 email '�r a V 1 S 1'q'Y1 �� 5DIr1, Lays Registered Professional Engineer: GIN Pl4rt &4 C-e Phone: 779 - I ZG - 337.? Applicant or Contact Person: 6LWJV IOAL-MEA- Phone: 97v-9rG=�$�3 Licensed Systems Contractor: Icerr VR-vLr License # o7t5-r 1 Company / DBA: G=" ✓+s GXG. Phone: Mailing Address: email i-P te vim+ C. )7 Gf Permit Application is for: —Y— New Installation Alteration Repair Location of Proposed Onsite Wastewater Treatment System: Legal Description: 5A W %2 5 Y+ 5ccf1 v n W T 5 S Z ez AV elf fo* � E? M Tax Parcel Number: ZI 95 _ Z 03 — 0D - 009 Lot Size: 39 # A rre s Assessor's Link: www.eaglecounty.us/patie/ Physical Address: 36 IS $ L-A'- L� GTzEC—K [?i9A 0 . C DW"j2r. CV W 4 tv' Z 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: _ Private Well Spring Surface Public If Public Name of Supplier: Applicant Signature: ************************************************************************************* Office Use Only � Amount Paid: TSB Receipt #: Check #: �� �3� Date: On Site Wastewater System Application Too Well Ranch 388E Lake Creek Road Eagle County, Colorado i MP Prepared By: Alpine Engineering Inc Glenn Palmer, PE 970-926-3373 Palmer@Alpinecivil.com PO Box 97, Edwards, Co 81632 May 20, 2011 147 May 20, 2011 0..1 1ili l aI !T.M "I, - Page ........................Description 1............................ iSDS Application 2,3 ......................... Vicinity Maps 0 "= 2000', 1 "=200') 4 ............................ Legal Description, Project Description,Water Treatment Summary 5..............................Description of Water Schematic, Domestic Discharge (Peak Flow) 6..............................Septic Tank Sizing, Percolation Rate, LTAR, Absorption Area 7.............................. Field Sizing, Pump Station, Horizontal Setbacks 8.............................. Percolation tests and Soil Profile Hole results 9.............................. Unabridged Horizontal Setbacks 10,11..........................Geothermal Setbacks 12.............................Application rates 13,14 .........................Mitrator "Quick46 Plus Standard" Units 15,16 .........................Domestic Septic and Backwash septic tanks 17............................. Septic tank Effluent filter 101 DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE: 800-225-6136 www.aaalecounty.us P.O. Box 179 500 Broadway Eagle, CO 81631 www.eagleoounty.us PERMIT APPLICATION FOR ONSITE WASTEWATER TREATMENT SYSTEM OWTS PERMIT # I BUILDING PERMIT # INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED) FEE SCFIEDULE APPLICATION FEE $900.00 MAJOR REPAIR FEE $800.00 MINOR REPAIR FEE 0.00 This fee includes the OWTS Pennit, 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 $135.00 Make all remittance payable to: Eagle County Treasurer. wom 2t p: TPA V 1 S 00SAW Property Owner: Phone: P-A +VE4s0tv WV-14 ?-515Z 3D qT" e*�Irp" /�✓E Mailing Address: ATK Ee PAej- s4 _9 t(PZ'7 -gall email +rbl V_t 5 b(� rct -n el.ton L p",) Registered Professional Engineer: (vIWU Pi AJL4&9 Phone: 779 -It( - 33T3 Applicant or Contact Person: _6+ avN _10*Ljt4Phone: 970' Licensed Systems Contractor: 5Gdfr PAVLC License # Company I DBA: PAO* EXC.. _ Phone: 97v - 9v 4 - rv3 6I Mailing Address: email ryt•�S �. �• y7 G�`' Permit Application is for: -2—( New Installation Alteration Repair Location of Proposed Onsite Wastewater Treatment System: Legal Description: _5 QY2 54 Sco-hvon W T' 3S grew of (o*y I�.N1 Tag Parcel Number: , Zl D5 - 2 p3 — OD 0 09 Lot Size: 39 -tA:c.re S T� Assessor's Link: www.eaalecountv.us/aatie/ Physical Address: 3B g$ LAlcL C—=GEQ C FZVA0 ._ �W[t{LQs CV S t Z 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: - Private Well Spring Surface Public If Public Name of Supplier:/ Applicant Signature: 6 Pznat,,- Office Use Only Amount Paid: Receipt #: Check #: Date: N cEN I tK 6tk;,�-"= _ � I IlBlfl III�IIIIIIIIIIIIIIII o f cul LU 151 1-4 II o�C �I � l,ra / / �� IIIIIIIII N IIII93 rn I ! � zl /r / zo II , �LU �F lr� g ILLJ z %O I r 1 I � it A. I � �� III ( 1 (� � � ! \•� � �N 1(\ •� ryyl � 1,y ; 21 I p 2 y uejBwle 'Y4b' OO:L9: � l 4 Lozm IS 'Bmp-dew a9dOS\VOm0nnWOQO 1M031-d To: Eagle County Environmental Health CC: Travis Bossow, R A Nelson; Ryan Wolfe SRI Arch From: Glenn Palmer AEI, 970-926-3373ph. 970-926-3390(fax) Date: April 15, 2011 Re: ISDS Application For Too Well Ranch, 3888 Lake Creek Site Legal description: Southl/2 Northl/2 SW'/a Section 20 T5South, Range 82 West Area of Parcel: Approx 39 Acres 3888 Lake East Creek Road Project Description A 5 bedroom main house, with a possible future 2 bedroom Cottage is to be located at the "main house site". A future barn, with a possible caretaker unit is planned on the opposite side of the property, and is to be on a separate septic system. The bam site is approximately I OW feet east of the main house site, so that horizontal setbacks of septic systems will not overlap. A. Water Treatment System Discharee The water source is from a well. Only the domestic water is to be softened. (Irrigation water will not be softened). Reverse Osmosis is ONLY to be provided on the cold faucet at sinks (drinking water, and handwash). The master bath is to have hot and cold water R/O for showering. Some remote bathrooms may have undersink R/O systems, which would be used for drinking. One or two central R/O units are to be used which are more efficient (75% efficient) than the smaller "under -sink" R/O systems (40 to 50% effiecient). R/O locations: 1. Most, if not all sinks/lays would have 100% cold water RIO. ii. Master bath and shower would have hot and cold R/O (so need a separate water heater). Shower heads can vary, length of shower can vary. A 30 min shower at 3 gpm = 90 gallons, approaching the the daily per person use (100 gallons). Design basis= 90 gal per bathtub at 2 uses per day (checked on-line Jacuzzi tub sues) W. Ice makers, iv. laundry room for the iron (not laundry), v. Pot filler in kitchen for cooking. A. Sauna (I assume for steam only: (some saunas also have showers: no drain in sauna). May 19, 2011 B. Descripdon of Water Schematic a. Water to be pumped from the well directly to the mechanical room. b. Outside irrigation should come off pre-treated water. It might be aerated to remove iron which might cause staining. c. Variable frequency drive submersible pumps in the water tanks (no pressure tank). d. Multimedia filter: sediment filter: removes iron and other particles down to 10 microns. Has auto backwash about every 10 days: = about 65 gallons e. Softener . The softener will be "demand" based regeneration (only backwash if there is water use, then vacation mode with a 28 day cycle. Backwash about every 10 days at = about 65 gallons. f. Aeration system with carbon filter Backwash about every 10 days at = about 65 gallons. g. UV prior to distribution. h. 1-2 Central R/O plants to locations as noted (Treat 546 gpd, waste 181 gpd) i. Sna drain goes elsewhere (not to septic system), sprayed on lawn. Total backwash= 195 gallons/ten days To be conservative, use .195 gallons backwash (not including RIO) per 8 dam = 25 ,gpd Proposed Uses: 1. Domestic wastewater Residential 5 Home + 2 Br Cottage =7 bedrooms 7 bedrooms at 2 persons per bedroom at 75 gpd/pers = 1050 gpd Average Daily Flow =1050 gpd Maximum Daily Domestic si Fl w Max Daily Flow = 1501/10 of average flow x (1050gpd) =1575 gpd + water treatment a. R/O locations: (The water usage is already included in the 75 gpd/person(* 1) . The following is the amount of R/O waste, which would be in addition to the 75 gpd). 1. Coldwater Lavatories/ sinks with 100% cold water RIO. 14 persons Q 8.4 gpd (k l)= =117 gpd ii. Master bath and shower would have hot and cold R/O. Jacuzzi brand (large) tub 90 gallons at max 2 baths per day = 180 gpd UL Ice makers, =l gpd Iv. laundry room for the iron (not laundry), v. Pot filler in kitchen for cooking. (Kitchen sink) 4A gpd @ 14 persons = 61.6 gpd A. DRY Sauna (I assume for steam QWy)r =4 end Total R/O used (average use) 364 gpd Peak flow =150% of average - 1.5 x 364 — 546 gpd b. Use central commercial grade efficient R/O (3 product/ 1 waste) : 1 = 33% of 3 33% of 546 (Additional RIO waste) = I8l gallons. Softener, sedimentt/media filter/aeration system backwash at 65 gallon/unit/event (every 10 days, but use 8days to be conservative)= (65x3)/8 = = 25 gallons Additional for Jacuzzi tub-- 180 gpd- (15gpd x 1501/6) (*1) = 157 extra eod (* 1) ( see Eagle Co ISDS regs for water usage breakdown @ 75 gpd/person) Total = 363 gpd (peak) Total house usage = 181 R/O waste + 157tub +25 gpd backwash+ 1575 gpd house= 1938 gpd 1 May 19, 2011 It is possible that softener backwash can stir up the solids in the septic tank, potentially allowing solids into the field, which is undesirable. A separate tank is to be provided for the water treatement (R/O,softener, aeration, multi media) backwash discharge. The Softener should not be set up on a timer where it would backwash every day, regardless of whether the house is occupied or not. Daily backwash events without other water use will cause the septic system (absorption area/leach field) to fail. It could be set up on a flow switch such that 500 or more gallons must flow prior to backwash, or other means to restrict backwashing only to times when the house is occupied. If water is run to the remote barn, the water should be piped prior to the flow switch, and not softened. If the caretaker/barn caused the softener to backwash, the main house septic system will only be receiving softener backwash, which will cause the absorption area to prematurely fail. Septic Tank Size: Bedroom based size: (7 br) = 1250 f 3(250)= 2000 gallon Flow based size: (including water treatment) 1938 gpd x 30/24 = 2423 gallons Recommend next bigger size tank = 2500 gallons. Backup/power outage: Provide 1 day overflow volume (add 1 day storage in the lift station), which should be long enough to provide possible repairs. Backwash Sg tic tank Size R/0= 181 gallons Softener, aeration, media = 3(65)= 195 gallons Total = 376 gallons Due to high iron concentration (precipitate) recommend 1500 gallon backwash septic tank with a filter on the outfall. Percolation Rate The average percolation rate (see attached test performed by LKP Eng) was 21 minutes per inch. The soil was noted as "Light brown, silty sandy gravel with cobbles and large boulders". Long Term Acceptance Rate: Assume "sandy loam, loam" —0.6gal/sf/day Absorption Area It is proposed to use "Infiltrator" brand "Quick 4" gravel -less units, in a serial configuration. A= Q/LTAR "Quick 4's" are 34"wide/l2"/ft= 2.83 feet wide "Quick 4's" are 4' long =4.0 feet long The State of Colorado has approved a 50% reduction for infiltrator units. Colorado accepted area of 20.87 sf per unit (includes 50% reduction). No reduction = 20.87 sf per unit/2= 10.43 sf/unit Design flow = 1938 gpd A=1938gpd/0.6 gpd/sf= 3230 sf 3230 sf/I0.43 sf per unit-- 310 total units (includes NO reduction) 13 rows at 24 units per Row (100 feet) = 312 units 25% reduction 312units x 75% ( 25% reduction) = 234 Infiltrator units I0 rows at 24 units per row-- 240 units (10 rows at 96 ft long) May 19, 2011 28% reduction 312 units x 72% ( 28% reduction) = 225 Infiltrator units 9 rows at 25 units per roves 225 units (9 rows at 100 ft long) P_umo Station•. A pump station is needed to pump effluent to the absorption area. Electricity is provided by Holy Cross Electric via an overhead power line. Overhead power lines are somewhat more prone to outages due to wind, trees falling, ice, etc. Additional storage volume, or a backup generator, should be considered for the pump station. Currently, the water needs to be pumped into the house, so that water would not be available if power was off (ok). If there is any gravity water supply feed to the Alpine should be notified at once. If the house has a backup generator, it should also be connected to the lift station.(non currently proposed). Provide 1 day overflow volume (approx 2000 gallons), which should be long enough to provide possible repairs. An auto dialer is to be provided to notify of alarm conditions at the lift station: high water, low/high pump amperage, same pump ran in a row (indicating the other pump isnt working in an alternating lead/lag scenario). Doft (with Pumps) _ (33% reduction) Not requested. Horizontal Setbacks. Setbacks Q(peak) = 1938 gpd Additional Setback 8 feet per 100 gpd> 1000 gpd = 8( 9.38)= 75 feet a. Well setback to Absorption Field = 100 ft+ (8*938/100)-- 175 feel. b. Irrigation Ditch to Absorption Field= 50 ft+ (8*938/100)-- 125 feet c. Dry Gulches = 25 ft +(8*938/100)-- 100 feet d. Septic tank and lift station setback = 50 feet from the irrigation ditch. Unless the ditch is lined (to be piped) = 10 feet from piped irrigation ditch. e. Geothermal System: A shallow geothermal system is proposed to be located under the driveway. Per "Geothermal Rules", the setback to potential sources of contamination is 100 feet. (Note: I understand that the geothermal system is a closed loop system (not a well). £ Property Lines, Buildings, Septic Tanks, etc: Refer to "Appendix, Table of Horizontal Distances...", attached. LakeCreekProjectSeptic.A.doc C: LKP ENGINEERING, INC. P.O. Box 2837 Edwards, CO 81632-2837 (970)926-9088 Fax (970) 926-9089 PERCOLATION TEST RESULTS Client: Sam & Kelly Bronfman Location: 3888 East Lake Creek Road 30 Atherton Ave Eagle County, Colorado Atherton, CA 94027-4019 Project No.: 09063 P-1 P-2 P-3 TIME/DEPTH 16-8116" 17-10/16" 17-8116" 9:40 am 4-I2/16" - 4-5/16" - 4-3/16" - 9.50 am 12-12116" 8" 6-7/16" 2-2/16" 6-8/16" 2-5/16" 10:00 am 14-4/16" 1-8/16" 8" 1-9/16" 8-10/16" 2-2116" add water 10.10 am 7-8/W, - 9-6/16" 1-6/16" 10-9/16" 1-15/16" 10:20 am 11" 3-8/16" 10-7/16" 1-1/16" 12" 1-7/16" 10:30 am 12-14/I6" 1-14/16" 11-6/16" 15116" 134/16" 14116" 10:40 am 14-10/16" 1-12116" 12-2/16" 12/16" 14-1/16" 13/16" add water 10:50 am 7-12/16" - 12-13/16" 11/16" 14-12116" 11/16" 11:00 am 11-9/16" 3-13/16" 134/16" 7/16" 15-7/16" 11/16" 11:10 am 13-9/16" 2" 13-12/16" 8/16" 16" 9/16" 11:20 am DRY" - 14-2/16" 6/16" 16-8/16" 8/16" 11.30 am 14-12/16" 10/16" 17" 8/16" 11"40 am 15-7/16" 1I/16" 17-8/16" 8/16" PERC RATE <5 MINIINCH 23 MIN/INCH 20 MIN/INCH AVG PERC 22 MPI Average Percolation Hole Diameter: 9" Holes Dug and Presoaked : October 16, 2009 Test Run. October 17, 2009 By: Kiril Petrovski Profile Hole: 0 - 1' - Topsoil 1' - 7.51- Light brown, silty, sandy gravel with cobbles and large boulders No groundwater encountered !j- pt L ?1KC7FjUE- Al ami .. �� ��•� � 'a5n c� 6 O M N M en Q N .4, oV3�� g W ••� 4. N .�^,. vQi 4, N N N fV N N YOi .Y• h ° r�'C C 'rA PS " eo $ Sa 0 co •-I N •q N �y O e pO m l G to's a ZQ m n n vpi ell N N N N N v •�p • O 3 ]� O C Orp ,� •;{ y w O Oy V C_ pp ?�� ►. ° 5.8 y v O Elt � .?Q T o 9u q b in in ' Y1 O p m '•9 '$ ..� 0 U q A q C3 C 'd m _ a -OR en � u � � � U a � °� a3 � � p°, •C ,� c ca Fos �" "O' a (] W 3 O. 4'Cf•� O ,tt "e q isl U CA EO �.,� rn � O �a^] 7) GL' � :3 �q T! •C H � W F fln v v v dw � v co N (�; EOT" Chi luti Pr L � N Geothermal Rules Effective Date: September 30, 2004 6.2.5 Permit Conditions - The permit shall set forth such conditions for construction, equipping and operating a geothermal well as are reasonable to prevent waste of the resource, contamination of the aquifers, or material injury to any valid, prior water or geothermal rights. 6.2.6 Recording of an Existing Geothermal Well - A geothermal well existing prior to July 1, 1983, not of record in the office of the State Engineer, may be recorded by submitting a Well Construction and Test Report with the appropriate filing fee on a form prescribed by the State Engineer. A well shall be considered to exist If it was actually operating and being used or was undergoing significant construction activities prior to operations on July 1, 1983, and subsequently was put to beneficial use without delay. All available data for the well, including construction and completion data, shall be submitted in the report. 6.3 Fees - Applicable filing fees for permits required by these Rules, and to change a permitted location greater than two hundred (200) feet, to replace a well, and to expand or change the use of a well are shown on the table below: Permit Fees Type of Pemdt cOf%*Uct aMlAW Replace EVWWVChmp use Register Odsting Wed Regleter and Replace Mlftg Well Pamdt Extension CoMed Indivldusl -APPMdate $W d WA WA NIA WA WA TWO hOS SAIM S240 $480 $M !IE B SM 40 SUO 5340 SM0 R S48Q $240 1 SM I SM 124M 0200 6.4 Well Location - When selecting a site for a geothermal well, the well owner or operator shall consider the topography, surface drainage, access for maintenance and repair, and proximity of the well site to sources of contamination. such as leach fields, sewer lines and land fills. The well owner or operator shall comply with federal, state and local regulations concerning setbacks from structures and property lines if more stringent than these Rules. 6AA Any well constructed on the well owner's property and within two hundred (200) feet of the permitted location shall be deemed to be at the approved location provided it meets the well spacing requirements of this Rule and permit conditions. 6A.2 No geothermal well shall be located closer than one hundred (100) feet to the nearest source or potential source of contamination unless a variance has been obtained from the State Engineer. For purposes of this Rule, the appropriation and reinjection of a geothermal fluid into the same reservoir shall not be considered as a source of contamination. 14 Geothermal Rules Effective Date: September 30. 2004 6.4.3 A Type A OS, Type B or reinjection well with a proposed production or injection rate greater than fifteen (15) gpm shall be located more than six hundred (600) feet from: a. any existing or permitted geothermal well not owned by the applicant, and completed in the same reservoir; or, b. any existing or permitted water well not owned by the applicant, and completed in the same reservoir, or, C. any decreed, naturally flowing spring not owned by the applicant, unless the applicant can demonstrate that the source of the spring is not hydraulically connected to the geothermal reservoir. 8.4.4 A proposed well location not meeting the minimum distances specified in these Rules shall not be permitted by the State Engineer unless the following conditions are met: a. the proposed location complies with the minimum well spacing established for a geothermal management district; b. an application is submitted to the State Engineer setting forth all material facts involved and the manner and method of the proposed well completion. The application shall be supported by an outline of steps to be taken to prevent contamination by the well and/or material injury to any valid, prior water or geothermal rights; C. the applicant shall give notice of the proposed well to the owners or operators of any valid, prior water or geothermal rights, which are not owned by the applicant and are located less than the specified minimum distance from the proposed well. The notice shall be sent by certified mail, return receipt requested, and shall include a copy of the permit application and the supplemental information required by paragraph (b) above. The notice shall instruct such owners and operators that they must submit a written objection to the State Engineer within forty-five (45) days of their receipt of the notice if they want to object to the proposed well. Evidence that this notice was given shall be submitted with the permit application; and, d. no objection to the proposed well is filed within forty-five (45) days of receipt of the notice, and if the State Engineer finds that circumstances in this instance so warrant, he shall issue the permit. If an objection is filed, the State Engineer shall hold a hearing pursuant to the Procedural Regulations, 2 CCR 402-5 (1984), to determine whether particular circumstances warrant issuing a permit 6.5 Replacement Well - A replacement well permit must be obtained prior to relocating or reconstructing an existing well, or changing the producing interval or depth of an existing well without changing the reservoir. 15 (D TABLE 7-2 RECOMMENDED RATES OF WASTEWATER APPLICATION FOR TRENCH AND BED BOTTOM AREAS M (11)(12}a Percolation Application Soil Texture Rate Rateb min/in. gpd/ftZ Gravel, coarse sand <1 Not suitablec Coarse to medium sand 1 - 5 1.2 Fine sand, l oany sand 6 - 15 0.8 Sang loan, loam 16 _ 30 0.6 Loam, po-ous silt loam 31 - 60 0.45 Silty clay loam, clay loamy fl - 120 0.2e a Msy be suitable estimates for sidewall infiltration rates. b Rates based on septic tank effluent from a domest-'c waste source. A factor of safety may be desirable for wastes of significantly different character. c Soi 1 s with perm) ati on rates <1 min/in. can be used if the soil is replaced with a suitably thick (>2 ft) layer of loamy sand or sand. d Soils without expandable clays. e lhese soils may be easily damaged during constructiun. 214 • aY 1:i■ 10 Qu1ck4 Plus All -in -One Periscope Center Structural Coiumns Quick4 Plus All -in -One 12 Endcap The Quick4 Plus Standard Chamber offers maximum strength through its two center structural columns. This chamber cqLn be installed in a 36-inch-wide trench. Like the original line of Quick4 chambers, it offers advanced contouring capability with its Contour Swivel Connections"" which permits 10-degree turns, right and left. It is also available in four -foot lengths to provide optimal installation flexibility. The Quick4 Plus All -in -One 12 Endcap, and the Quick4 Periscope are available with this chamber, providing increased flexibility in system configurations. Quick4 Plus Standard Chamber • Two center structural columns offer increased stability and superior strength • Advanced contouring connections • Latching mechanism allows for quick installation • Four -foot chamber lengths are easy to handle and install • Supports wheel loads of 16,000 Ibs/axle with 12" of cover Quick4 Plus All -in -One 12 Endcap • May be used at the end of chamber row for an inlet/ outlet or can be installed mid -trench • Mid -trench connection feature allows construction of chamber rows with center feed, as an alternative to inletting at the ends of chamber rows • Center -feed connection allows for easy installation of serial distribution systems • Pipe connection options include sides, ends or top Quick4 Plus All -in -One Periscope • Allows for raised invert installations • 180° directional inletting • Twelve inch raised invert great for serial applications x� ' PLUS u .....� y �STANDARD CHAMBER fif Quick4 Plus Standard Chamber Side and End Views �_ .rl..�Y4 .• .�� - .f. .fur _,;' Quick4 Plus Ail -in -One 12 Encap Front, Side and End Views 8" Quick4 Plus All -in -One Periscope TIP irt�i��� I "I. -r �10� r �'+ 0 ENDCAP —7 �� iiv. �i �4 Quick4 Plus Standard Chamber Specifications Size (W x L x H) ............. 34" x 53" x 12" (86 cm x 135 cm x 31 cm) Invert Height ................. 0.6", 5.3", 8.0", 12.7" Effective Length........................................................ 48" (122 cm) (1.5 cm, 8.4 cm, 18.5 cm, 22.6 cm) INFILTRATOR SYSTEMS, INC. STANDARD LIMITED WARRANTY (a) The structural integrity of each chamber, end plate, wedge and other accessory manufactured by Infiltrator ( "Units"). when installed and operated in a leachfield of an onsite septic system in accordance with Inrtltrator's instructions, is warranted to the original purchaser ("Holder') against defective materials and workmanship for one year from the date :hat the septic permit is issued for the septic system containing the Units; provided, however, that if a septic permit is not my rights, , older must law. the warranty period will tiepin upon the date that fin Old Sit of the septic system commences. To exercise its warranty rights, Holder must ratify Infiltrator in writing at its Corporate Fbadquarters in Old Saybrook, Connecticut within fifteen. (15) days of the alleged defect. Infiltrator will strpply replacoment Units for Units determined by Infiltrator to be covered by this Limited Warranty. Infltrator s liability specifically excludes the cost of removal and/or installation of the Units. (b)THE LIMITED WARRANTY AND REMEDIES IN SUBPARAGRAPH (a) ARE EXCLUSIVE. THERE ARE NO OTHER WARRANTIES WITH RESPECT .9 TO THE UNITS. INCLUDING NO IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE (c) This Limited Warranty shah be void it any part of the chamber system is manufactured by anyone other than Infiltrator. The Limited Warranty INFILTRATOR" does not extend to incidental, consequential, special or indirect damages. Infiltrator shalt not be liable for penalties or liquidated damages. including loss of production and profits, labor and materials, overhead costs. or other losses or expenses incurred by the Holder or any third party, systems inc. Specifically excluded from Limited Warranty coverage are damage to the Units due to ordinary wear and tear, alteration, accident, misuse, abuse or neglect of the Units; the Units being subjected to vehicle traffic or other conditions which are not permitted by The installation inspuctions: failure to maintain the minimum ground covers set lorth in the installation instructions; the placement o1 improper materials into the system containing 6 Business Park Road • P.O. Box 768 the Units: failure of the Units or the septic system due to improper siting or improper sizing, excessive wales usage, improper grease disposal or improper operelion; or any other event not caused by Infiltrator. This Limited Warranty shall be void if the Holder 'ails to comply with all of the Old Saybrook. CT 06475 terms set forth in this limited Warranty. Further, in no event shah Infiltrator be responsible for any loss or damage to the Holder, the Units, or any 860,577.7000 • FAX 860.577.7001 third party resulting from installation or shipmanl, or from any product liability claims of Holder or any third party. For this Limited Warranty to apply, the Units must be installed in accordance with all site conditions required by state and local codes; all other applicable laws: and Infillrator's installation instructions. 800.221.4436 (d) hlo representative of Infiltrator has the authority to change or extend this Limited Warranty. No warranty applies to any party other than the www.infiltratorsystems.com original Holder. The above represents the Standard Limited Warranty ohored by Infiltrator. A limited number of states and counlios have different warranty requirements. Any purchaser of Units should Contact Infiltralor's Corporate Headquarters in Old Saybrook, Connecticut. prior to such purchase, to obtain a copy of the applicable warranty. and should carefully read that warranty prior to the purchase of Units. U.S. Patents: 4.759.661; 5.017,041. 5,156,468. 5,336,017; 5,401 116; 5.401.459; 5.511.903: 5,716.163; 5,588.778, 5,B39,844 Canadian Patents 1.329,959; 2,OD4,564 Other patents pending. Infiltrator Equalizer, Quick4 and Quick4 Plus are registered trademarks of Infiltralor Systems Inc. Infiltrator is a registered trademark in France. Inriltralor Systems Inc. is a registered trademark in Mexico. Contour Swivel Connection is a trademark of Infiltrator Systems Inc. 0 2OD9 infiltrator Systems Inc. Printed in U.S.A. PLUSo510101S1-2 13Acefw/k,<+1- `IA-/ut-- 1500 Gal. Two Compartment FL Septic Tank FLZX® • Monolithic tank meets PLAN ASTM-C-1227 Spec. for water and waste- water structures. - • Butyl rubber seal- Inlet `•, Outlet ant meets Fed. Spec. --- ; SS-S-210A. (Provided ----- - —`" ' f� 6w-891 with tank) f� •, n / l • All plumbing shown in diagram is 4" SDR 35. (Provided with tank) Q 1 4" Pusl Gasket Nate. N. T.S. Concrete or heavy duty SECTION polyethylene riser system 6" x 12" 5'-10" 52" Part # Capacities (gallons) A B Approximate Weights Tank Lid Baffle Wall Total PCA-000-256 920 615 9,615 Ibs 3,900 Ibs 1,110 lbs 14,625 Ibs FLwe ffAfY'4VW'aterVght Front Range Precast Concrete, Inc. 5439 N. Foothills Highway, Boulder, Colorado 80302 Phone (303) 442-3207 • (800) 783-3207 • Fax (303) 442-3209 www.flxx.com -9- by MesT l G IAiG FLU • Monolithic tank meets ASTM-C- 1227 Spec. for water and waste- water structures. • Butyl rubber seal- ant meets Fed. Spec. SS-S-210A. (Provided with tank) • All plumbing shown in diagram is 4" SDR 35. (Provided with tank) Note. N.T.S. 2500 Gal. Two Compartment Septic Tank Pi Inlet �- 13'-1 O" .-- — - Concrete or heavy duty SECTION polyethylene riser system 4" Push Gasket ty f - FLU Outlet --- 6,-4.' 6" 11" 6'-2" 57" Part # Capacities (gallons) A B Approximate Weights Tank Lid Baffle Wall Total PCA-000-325 1470 980 11,890lbs 5,400lbs 1,150lbs 18,440lbs Watertight Front Range Precast Concrete, Inc. 5439 N. Foothills Highway, Boulder, Colorado 80302 Phone (303) 442-3207 • (800) 783-3207 • Fax (303) 442-3209 www.flxx.com -11- S Operation of Effluent Filters Effluent filters retain particle solids in the tank, protecting drain fields from clog -up and extend- ing absorbtion field life. Effluent filters work by using gravity to force effluent through a screened filtering surface. Larger particles are detained and shed to the bottom of the tank. Biological colonies form on the filtering surface, trapping and decomposing even smaller particles. Total suspended solids at the effluent outlet are greatly reduced. Free -flowing effluent filters need little maintenance; permanent washable filter cartridges are constructed of PVC and Polyethylene, inert to deterioration in waste water. Small MCO-000-208 Nate: N.T.S. Large MCO-000-207 Watertight Front Range Precast Concrete, Inc. 5439 N. Foothills Highway, Boulder, Colorado 80302 Phone (303) 442-3207 • (800) 783-3207 - Fax (303) 442-3209 www.flxx.com Jumbo MCO-000-221 -42- x AtiwEnghv. To: Eagle County Environmental Health CC: Travis Bossow, R A Nelson; Ryan Wolfe SRI Arch From: Glenn Palmer AEI, 970-926-3373ph. 970-926-3390(fax) Date: April 15, 2011 Re: ISDS Application For Too Well Ranch, 3888 Lake Creek Site Legal description: Southl/2 Northl/2 SW'/ Section 20 T5South, Range 82 West Area of Parcel: Approx 39 Acres 3888 Lake East Creek Road Project Description A 5 bedroom main house, with a possible future 2 bedroom Cottage is to be located at the "main house site". A future barn, with a possible caretaker unit is planned on the opposite side of the property, and is to be on a separate septic system. The barn site is approximately 1000 feet east of the main house site, so that horizontal setbacks of septic systems will not overlap. A. Water Treatment System Discharge - The water source is from a well. Only the domestic water is to be softened. (Irrigation water will not be softened). Reverse Osmosis is ONLY to be provided on the cold faucet at sinks (drinking water, and handwash). The master bath is to have hot and cold water R/O for showering. Some remote bathrooms may have undersink R/O systems, which would be used for drinking. One or two central R/O units are to be used which are more efficient (75% efficient) than the smaller "under -sink" R/O systems (40 to 50% effiecient). R/O locations: i. Most, if not all sinkshays would have 100% cold water R/O. H. Master bath and shower would have hot and cold R/O (so need a separate water heater). Shower heads can vary, length of shower can vary. A 30 min shower at 3 gpm = 90 gallons, approaching the the daily per person use (100 gallons). Design basis= 90 gal per bathtub at 2 uses per day (checked on-line Jacuzzi tub sizes) iii. Ice makers, iv. laundry room for the iron (not laundry), v. Pot filler in kitchen for cooking. vi. Sauna (I assume for steam only: (some saunas also have showers: no drain in sauna). a May 19, 2011 B. Description of Water Schematic a. Water to be pumped from the well directly to the mechanical room. b. Outside irrigation should come off pre-treated water. It might be aerated to remove iron which might cause staining. c. Variable frequency drive submersible pumps in the water tanks (no pressure tank). d. Multimedia filter: sediment filter: removes iron and other particles down to 10 microns. Has auto backwash about every 10 days: — about 65 gallons e. Softener . The softener will be "demand" based regeneration (only backwash if there is water use, then vacation mode with a 28 day cycle. Backwash about every 10 days at = about 65 gallons. f. Aeration system with carbon filter Backwash about every 10 days at = about 65 gallons. g. UV prior to distribution. It. 1-2 Central RIO plants to locations as noted (Treat 546 gpd, waste 181 gpd) i. Spa drain goes elsewhere (not to septic system).prayed_on lawn. Total backwash= 195 gallons/ten days To be conservative, use 195 gallons backwash (not including RIO) per 8 days = 25 gpd Proposed Uses: 1. Domestic wastewater Residential 5 Home + 2 Br Cottage =7 bedrooms 7 bedrooms at 2 persons per bedroom at 75 gpd/pers = 1050 gpd Average Daily Flow =1050 gpd Maximum Daily Domestic_(Design) Flow Max Daily Flow = 150% of average flow x (1050gpd) =157 d + water treatlmen a. R/O locations: (The water usage is already included in the 75 gpd/person(* 1) . The following is the amount of R/O waste, which would be in addition to the 75 gpd). L Coldwater Lavatories/ sinks with 100% cold water R/O. 14 persons @ 8.4 gpd (* I)-- =117 gpd ii. Master bath and shower would have hot and cold R/O. Jacuzzi brand (large) tub 90 gallons at max 2 baths per day = 180 gpd ill. Ice makers, =l gpd iv. laundry room for the iron (not laundry), V. Pot filler in kitchen for cooling. (Kitchen sink) 4.4 gpd @ 14 persons — 61.6 gpd vi. DRY Sauna (I assume for steam only) : �4 end Total R/O used (average use) 364 gpd Peak flow —150% of average —1.5 x 364 - 546 gpd b. Use central commercial grade efficient R/O [3 product/ l waste] : i = 33% of 3 33%of 546 (Additional R/O waste) =181 gallons. Softener, sedimenti/media fdtedaeration system backwash at 65 gallon/unit/event (every 10 days, but use 8days to be conservatives (65x3)/8 = = 25 gallons Additional for Jacuzzi tub=180 gpd- (15gpd x 1501/6) (*1) = 157 extra ®d (* 1) ( see Eagle Co ISDS regs for water usage breakdown @ 75 gpd/person) Total = 363 gpd (peak) Total house usage = 181 R/O waste + 157tub +25 gpd backwash+ 1575 gpd house= 1938 gpd May 19, 2011 It is possible that softener backwash can stir up the solids in the septic tank, potentially allowing solids into the field, which is undesirable. A separate tank is to be provided for the water treatement (R/O,softener, aeration, multi media) backwash discharge. The Softener should not be set up on a timer where it would backwash every day, regardless of whether the house is occupied or not. Daily backwash events without other water use will cause the septic system (absorption area/leach field) to fail. It could be set up on a flow switch such that 500 or more gallons must flow prior to backwash, or other means to restrict backwashing only to times when the house is occupied. If water is run to the remote barn, the water should be piped prior to the flow switch, and not softened. If the caretaker/barn caused the softener to backwash, the main house septic system will only be receiving softener backwash, which will cause the absorption area to prematurely fail. Septic Tank Size: Bedroom based size: (7 br) = 1250 + 3(250)= 2000 gallon Flow based size: (including water treatment) 1938 gpd x 30/24 = 2423 gallons Recommend next bigger size tank = 2500 gallons. Backup/power outage: Provide 1 day overflow volume (add 1 day storage in the lift station), which should be long enough to provide possible repairs. Backwash Septic tank Size R/O= 181 gallons Softener. aeration. media = 3(65)—= 195 gallons Total = 376 gallons Due to high iron concentration (precipitate) recommend 1500 gallon backwash septic tank with a filter on the outfall. Percolation Rate The average percolation rate (see attached test performed by LKP Eng) was 21 minutes per inch. The soil was noted as "Light brown, silty sandy gravel with cobbles and large boulders". Long Term Acceptance Rate: Assume "sandy loam, loam" —0.6gal/sf/day Absorption Area It is proposed to use "Infiltrator" brand "Quick 4" gravel -less units, in a serial configuration . A= Q/LTAR "Quick 4's" are 34"wide/12"/ft= 2.83 feet wide "Quick 4's" are 4' long =4.0 feet long The State of Colorado has approved a 50% reduction for infiltrator units. Colorado accepted area of 20.87 sf per unit (includes 50% reduction). No reduction = 20.87 sf per unit/2= 10A3 sf/unit Design flow = I938 gpd A= 1938gpd/0.6 gpols€ 3230 sf 3230 sf/10.43 sf per unit-- 310 total units (includes NO reduction) 13 rows at 24 units per Row (100 feet) = 312 units 25% reduction 312units x 75% ( 25% reduction) = 234 Infiltrator units 10 rows at 24 units per row— 240 units (10 rows at 96 ft long) 6 May 19, 2011 28% reduction 312 units x 72% ( 28% reduction) = 225 Infiltrator units 9 rows at 25 units per row--- 225 units (9 rows at 100 ft long) Pump Station•. A pump station is needed to pump effluent to the absorption area. Electricity is provided by Holy Cross Electric via an overhead power line. Overhead power lines are somewhat more prone to outages due to wind, trees falling, ice, etc. Additional storage volume, or a backup generator, should be considered for the pump station. Currently, the water needs to be pumped into the house, so that water would not be available if power was off (ok). If there is any gravity water supply feed to the Alpine should be notified at once. If the house has a backup generator, it should also be connected to the lift station.(non currently proposed). Provide 1 day overflow volume (approx 2000 gallons), which should be long enough to provide possible repairs. An auto dialer is to be provided to notify of alarm conditions at the lift station: high water, low/high pump amperage, same pump ran in a row (indicating the other pump isnt working in an alternating lead/lag scenario). Do with Pumps): 33% reduction Not requested. Horizontal Setbacks. Setbacks Q(peak) = 1938 gpd Additional Setback 8 feet per 100 gpd> 1000 gpd = 8( 9.38)= 75 feet a. Well setback to Absorption Field = 100 f}+ (8 *93 8/1 00)= 175 feet b. Irrigation Ditch to Absorption Field= 50 fi + (8*938/100)-- 125 feet c. Dry Gulches = 25 fl +(8*938/100)=100 feet d. Septic tank and lift station setback = 50 feet from the irrigation ditch. Unless the ditch is lined (to be piped) = 10 feet from piped irrigation ditch. e. Geothermal System: A shallow geothermal system is proposed to be located under the driveway. Per "Geothermal Rules", the setback to potential sources of contamination is 100 feet. (Note: I understand that the geothermal system is a closed loop system (not a well). f. Property Lines, Buildings, Septic Tanks, etc: Refer to "Appendix, Table of Horizontal Distances...", attached. LakeCreekProjectS eptic.A.doc Q LIP ENGINEERING, INC. P.O. Box 2837 Edwards, CO 8I632-2837 (970)926-9088 Fax (970)920-9089 PERCOLATION TEST RESULTS Client: Sam & Kelly Bronfman Location: 3888 East Lake Creek Road 30 Atherton Ave Eagle County, Colorado Atherton, CA 94027-4019 Project No.: 09063 P-1 P-2 P-3 TIME/DEPTH 16-8/16" 17-10/16" 17-8/16" 9:40 am 4-12/16" - 4-5/16" - 4-3/16" - 9:50 am 12-12116" 8" 6-7/16" 2-2116" 6-8/16" 2-5/16" I0:00 am 144/16" 1-8/16" 8" 1-9/16" 8-10/16" 2-2/16" add water 10:10 am 7-8/16" - 9-6/16" 1-6/16" 10-9/16" 1-15116" 10:20 am 11" 3-8/16" 10-7/16" 1-1/16" 12" 1-7/16" 10:30 am 12-14/16" 1-14/16" 11-6/16" 15/16" 134/16" 14/16" 10.40 am 14-10/16" 1-12/16" 12 2/16" 12116" 14-1/16" 13/16" add water 10:50 am, 7-12116" - 12-13/16" 11/16" 14-12/16" 11/16" 11:00 am 11-9/16" 3-13116" 13-4/16" 7116" 15-7/16" 11/16" 11:10 am 13-9/16" 2" 13-12/16" 9/16" 16" 9/I6" 11:20 am DRY" - 14-2/16" 6/16" 16-8/16" 8/16" 11:30 am 14-12116" 10/16" 17" 8/16" 11"40 am 15-7/16" 11/16" 17-8/16" 8/16" PERC RATE <5 MIN/INCH 23 MINANCH 20 MIN/INCH AVG PERC 22 MPI Average Percolation Hole Diameter: 9" Holes Dug and Presoaked : October 16, 2009 Test Run: October 17, 2009 By: Kiril Petrovski Profile Hole: 0 - l' - Topsoil V - 7.5'- Light brown, silty, sandy gravel with cobbles and large boulders No ground water encountered �jQj l.. ����� GENERAL NOTES 1. The Contractor shall notify Alpine Engineering, Inc. and Owner at least 48 hours prior to construction. The Contractor shall coordinate all work with Alpine Engineering, Inc. and General Contractor. 2. Alpine Engineering, Inc., assumes no responsibility for utility locations. It is the Contractor's responsibility to field verify the location of all utilities prior to commencement of any construction. 3. The Contractor shall take all appropriate precautions to significantly reduce any potential pollution caused by his activities, including vehicle fueling, storage of fertilizers or chemicals, etc. The Contractor shall have identified procedures for handling potential pollutants and have identified spill prevention and response procedures prior to any activities at the project site. 4. Safety is the responsibility of the Contractor. The Engineer is not responsible for safety in, on, or about the project site, nor compliance by the appropriate party with any regulations relating hereto. 5. The Contractor shall protect all trees during construction operations. 6. No trees are to be removed without prior written approval. The Contractor shall protect and preserve remaining trees, bushes, shrubs and ground cover in a manner acceptable to the Owner. 7. The General Contractor will designate staging areas. 8. The Contractor shall minimize all off site tracking. All soil tracked off site shall be immediately cleaned up to the satisfaction of the Owner. 9. Observations of the work in progress and on site visits are not be construed as a guarantee or warranty by the Engineer of the Contractor's contractual responsibilities. 10. The Contractor shall maintain existing drainage channels, culverts, and appurtenances during construction as necessary to protect roads and property. Maintain and clean culverts and drainage channels during construction as necessary. 11. It is the Contractors responsibility to field locate all utilities, irrigation lines, electrical lines, light poles, under -drains, etc. on site prior to construction. 12. Contractor shall obtain at his expense all permits and inspections which are necessary to perform the proposed work. 13. All construction shall conform to Municipal or District standards and specifications and be subject to construction observation by their representatives. Copies of Municipal and District standards must be obtained by the Contractor. 14. Contractor shall not scale drawings for construction purposes. Any missing dimensions or discrepancies in plans, field staking or physical features shall be brought to the attention of the Engineer. If Contractor proceeds with the work without notifying the Engineer, he does so at his own risk. 15. The General Contractor is to keep a copy of the construction activity plan at the site at all times. BRASS CAP WITH CHAIN. .5" NST FP250E-1 SINGLE CLAPPER SIAMESE. - - - - - DIXON #90SCS4025F-SP - - - - - LABELED "STANDPIPE" KNOX FDC PLUG MODEL 3043 4 GALVANIZED SCHEDULE 40 STEEL 4" THREADED x 6" FLANGE n n COMPANION FLANGE L� I V I LV lI LIJ V STANDPIPE - FIRE TRUCK SIDE (PUMP INTO) NOT TO SCALE 4" THREADED x 6" FLANGE COMPANION FLANGE SHORT 4" GALVANIZED WALL SCHEDULE 40 STEEL HOLY CROSS ENERGY CONSTRUCTION SPECIFICATIONS CONTINUED 4" x 2.5" MALE NST DIXON 1. TRENCH AND CONDUIT ROOF CONNECTION (90 DEGREE) 12" CLEAR OFF OF BUILDING. 1. Holy Cross Energy provides all conduits, vaults and pads. The contractor provides the excavation, installation and backfill. Trench will be excavated deep enough to ensure that the top of installed power facilities will be 48" below finished grade. Special care must be taken to ensure that the top of conduits will be 48" below the bottom of drainage ditches and all other low areas. Where initial excavation is less than 48" in depth due to planned subsequent fill, service will not be provided until final grade is reached. c 2. Trench will be as straight as possible between vaults and shall have a smooth bottom free of rocks. A Minimum of 4" of soil will be placed over any rocks left in the trench to cover rocks or smooth out low places, will be compacted prior to conduit installation and the trench bottom regraded. 2.5" FEMALE KNOX 3. Power facilities to be placed parallel to deeper utilities shall have a horizontal separation SECURE CAP #4043 from the deeper utility greater than the vertical separation between the two utilities. When crossing a deeper utility is unavoidable, the crossing will be made as close to perpendicular 6" DIP FLANGED SPOOL. as possible. I STANDPIPE - OUTLET AT BUILDING WALL 4. If cable television or telephone facilities are placed in the power trench, a minimum of NOT TO SCALE 12" horizontal separation must be maintained between the power facilities and the other utilities. In no case will facilities of another utility installed in the trench be placed at a greater depth than the power facilities. 5. Back fill and compaction shall be performed as required by the governmental entity or other agency having jurisdiction. 6. Conduit joints shall be knocked completely home during gluing. A pull string will be placed through each conduit and tied off in the vault at each end. No unnecessary bends will be allowed in conduit runs. Any bend allowed will not be closer than 5 feet to a vault. Changes in construction from that shown on the project plans will not be made without prior written approval from Holy Cross Energy. A wire brush will be pulled through each conduit, after installation is complete, to remove rocks and other foreign items. 7. Conduit shall be covered with at least 4" of rock -free soil or sand prior to back fill. Large rocks shall not be pushed in directly on top of this 4" cover. Care must be taken to avoid damage to conduits or cables during back fill and compaction. 8. Holy Cross Energy must inspect all conduit installation before the conduit is covered and again after covering, but prior to back fill. 9. Conduits ending outside a vault shall be capped and marked with a 4" x 4" post. Individual conduits shall enter each vault at a consistent location. 10. Red trench marking tape will be supplied by Holy Cross Energy and shall be installed 18" above the conduit or cable during back fill. 11. VAULTS 1. Vaults shall be installed as follows: A. Splice vaults shall be installed with the manhole at or slightly below final grade. B. Transformer vaults and switchgear vaults will be installed with the bottom of the pad at final grade. C. Where vaults are set into hillsides or sloped cuts, the downhill side of the vault will be z graded according to A. or B. above. The slope behind the vault will be laid back sufficiently to prohibit soil or rocks from sloughing into the pad -mounted equipment or onto w the manhole. If the slope cannot be laid back for enough, a retaining wall shall be o constructed behind the vault. D. All vaults will be installed so that the top pad is parallel to the finish road grade. E. Pads or lids will be placed at the time of vault installation unless otherwise requested by Holy Cross Energy. F. All vault pieces shall be jointed with a tar type sealant (when provided by Holy Cross Energy) with the exception of the vault pad or vault lid. O 12" 12" O 2. Holes knocked in vaults for conduit installation shall be as small as possible and shall be grouted closed on the outside of the vault prior to back fill. 3. Conduit shall enter vaults perpendicular to the vault wall, about 2" above the floor of the (3)-2"TCONDUIT 1 4" ( ) vault, and about 2" from any adjacent walls and shall have a minimum separation of 1 inch SECURICONDUIT between conduits. 2" PHONE ELECTRIC CONDUIT 4" DOMESTIC 4. Conduit will be cut off 2" to 4" from the inside wall of the vault. AND BACKWASH SEWER SERVICES. 5. Pedestals for other utilities shall not be located closer than 10 feet to a vault on sides where transformers or switchgear will have access doors. Pedestals shall not be located closer than 3 feet to a vault on sides where the pad -mounted equipment will not have access doors. PROVIDE 2" CONDUIT FOR PHONE 6. Holy Cross Energy provided ground rods shall be fully driven with no more than six inches (VERIFY SIZE WITH PHONE CO.) of rod exposed above the earth within the cavity provided in the center of the vault base. PROVIDE PULL STRINGS. Holy Cross Energy must approve any other installation where soil conditions will not permit the ground rod to be full driven. 7860 7850 DRIVE 60.0 D;a z 56.7 � Dco �l 4 r- M � m SECTION THROUGH TRANSFORMER HORIZ: 1 "=10' VERT: 1 "=5' ROAD GRADE GROG 1 �0 EX60AG 3• FOR SANITARY SERVICE FROM GEOTHERMAL 12" MIN. SEPARATION SEE ELECTRIC TRENCH BETWEEN UTILITIES DETAIL FOR BEDDING REQUIREMENTS. 'E D ON SITE MATERIAL S FOR COMPACTION :NTS). SS BASE NOTES: 1. TOP OF CONDUIT TO BE 48" BELOW ROAD GRADE. 2. PLACE 6" OF 3/4" ROAD BASE ALONG BOTTOM OF TRENCH AND COMPACT PRIOR TO INSTALLATION OF CONDUIT. 3. 12" OF 3/4" ROAD BASE, AS MEASURED FROM THE TOP OF THE CONDUIT, WILL BE PLACED ON THE CONDUIT AND WELL COMPACTED PRIOR TO RETURNING ANY NATIVE BACKFILL TO THE TRENCH. 4. MARKING TAPE SHALL BE INSTALLED 18" TO 24" ABOVE THE CONDUIT DURING BACKFILL. Scale: 1"a1'-0" ELECTRIC TRENCH SHOULDER 2'- 3' 4" x 2.5" MALE NST DIXON _ _ _ ROOF CONNECTION (90 DEGREE)___D12.5" FEMALE KNOX SECURE CAP #4043 4 GALVANIZED SCHEDULE 40 STEEL 4" THREADED x 6" FLANGE COMPANION FLANGE Ulvt LUwrunv 1 MEGALUG STANDPIPE - OUTLET AT EXTERIOR OF BUILDING NOT TO SCALE At low ooint in system curb stop drains to 32 cubic feet of 3/4" washed rock drain pit. 4'x4'x2' deep minimum. Or drain at 1% minimum to inlet or davliaht 12' ROADWAY DRIVE SURFACE (preferred). SHOULDER 2'- 3' PROTECTION FROM GEOTHERMAL N � J }a U N 2 (if J Q W a=z :2w0 wow Ow wcr :.7 � J }a U (n 2 (if J Q W a=z �w0 Wow Ow wcr :.7 J PROPOSED WATER SERVICE TO O O BARN UTILITY SECTION A- A APPROX SCALE: 1 "=2' LIFT STATION NOTES PROVIDE 3 SIDED, 3" THICK RIDIG INSULATION AROUND STANDPIPE AND WATER SERVICE. PROPOSED 8" DRY STANDPIPE PROPOSED WATER SERVICE TO BARN EFFLUENT FROM THE TANKS WILL GRAVITY DRAIN TO THE LIFT STATION VAULT. THE LIFT STATION WILL CONSIST OF A 7' BY 8' BY 9' HIGH PRE -CAST CONCRETE VAULT. THE VAULT ALSO PROVIDES EMERGENCY STORAGE IN CASE OF POWER OUTAGE OR PUMP FAILURE. EXCESS STORAGE CAN ALSO BE USED FOR PUMP DOWN -TIME DURING MAINTENANCE. THE VOLUME OF EXCESS STORAGE EXCEEDS THE 24-HOUR MAXIMUM EXPECTED FLOW. A VENT WILL BE PROVIDED FOR PRESSURE RELEASE. ACCESS TO THE VAULT AND PUMPS WILL BE BY AN ACCESS PORT CONSISTING OF A PRE -CAST CONCRETE CONE. THE ACCESS PORT WILL CONTAIN THE ELECTRICAL SWITCH BOX, SLIP DISC CONNECTIONS FOR REMOVAL OF THE PUMPS, CONNECTIONS TO THE FORCE MAINS, AND GATE AND CHECK VALVES REQUIRED FOR PROPER OPERATION OF THE SYSTEM. ALL EQUIPMENT AND CONNECTIONS WILL BE ACCESSIBLE FROM THE VAULT HATCH (3'x 3') AREA. THE LIFT STATION WILL HAVE TWO PUMPS. EACH PUMP WILL HAVE THE CAPACITY TO HANDLE FLOWS IN EXCESS OF THE EXPECTED AVERAGE MAX FLOW. EACH PUMP WILL BE A 45 GPM SUBMERSIBLE PUMP. THE PUMPS WILL ALTERNATE CYCLES DURING NORMAL OPERATION OF THE SYSTEM. THE PUMPS WILL OPERATE IN DUPLEX TO EMPTY EMERGENCY OR DOWN -TIME STORAGE. THE PUMPS WILL REST ON THE BOTTOM OF THE VAULT AND WILL BE EQUIPPED WITH A SCREEN TO REMOVE ANY SOLIDS NOT REMOVED IN THE SETTLING TANK. THE SCREENS WILL BE REMOVABLE FOR CLEANING. FLOAT SWITCHES WITH BACKUP BATTERY WILL BE PROVIDED FOR PUMP OFF, PUMP ON, DUPLEXING OF PUMPS AND PUMP FAILURE/POWER OUTAGE EMERGENCY AUTODIAL. PUMP FAILURE AND POWER OUTAGE ALARMS WILL BE CONNECTED BY TELEMETRY AND AUTODIAL TO MAINTENANCE PERSONNEL. ALARMS SHOULD BE INSTALLED ON A SEPARATE ELECTRICAL CIRCUIT THAN THE PUMP MOTORS. A FORCE MAIN WILL CARRY WASTEWATER TO THE LEACH FIELD. THE OPERATING RANGE OF THE PUMPS HAS BEEN DESIGNED SO THAT THE FORCE MAINS ARE COMPLETELY FLUSHED WITH EACH PUMPING CYCLE. POWER SUPPLY FOR THE SYSTEM IS PROVIDED BY HOLY CROSS ELECTRIC ASSOCIATION. HISTORICAL DATA OBTAINED FROM HOLY CROSS INDICATES THAT DURING THE LAST TWO YEARS THE AVERAGE LENGTH OF POWER OUTAGE HAS BEEN 2 HOURS AND 20 MINUTES, AND THE MAXIMUM LENGTH WAS 6 HOURS. AN ALTERNATIVE POWER SOURCE WILL NOT BE SUPPLIED ON -SITE. THE VAULT PROVIDES IN EXCESS OF 24 HOURS OF EMERGENCY HOLDING CAPACITY AT THE EXPECTED AVERAGE MAXIMUM FLOW RATE. THE SEPTIC TANK WILL NEED TO BE PUMPED EVERY 1-2 YEARS. SEPTIC NOTES 1. Septic tanks should be designed for HS20 loading, if intended to drive over. 2. Provide internal dosing piping inside infiltration units. NEMA 4X 3. The location of the absorption field/trenches must be surveyed/staked to insure the setbacks to the well and the irrigation ditch are correct. See plan for horizontal Junction Box setbacks.To Pumps 4. Use Infiltrator Brand, Quick 4 Standard Units. 5. An as -built drawing must be provided at the final inspection for final approval from the Health Department. 6. Compact sewer trenches to 85% standard proctor density, or per soils engineer's recommendations. 7. Provide risers on septic tank to finish grade. 8. Comply with all Eagle County and Colorado Department of Health regulations regarding 5' (2100 reserve septic system installation. gal) 9. Provide inspection portals on infiltration units per Eagle County regulations - paint if Float S W I t C h required. 10. Provide a minimum of 5' horizontal distance between trees and sewer lines and septic tanks. %Pump Failure/Power 3.0' Off Bottom Outage Emergency 11. Provide 4' minimum cover or 2" rigid Styrofoam insulation and 2% minimum slope from building to septic tank. Range= 210 gal Alarm w/ Autodial 12. Provide cleanouts at bends, 100' maximum spacing and 5' outside buildings. Both Pumps On 13. Sewer line to be Schedule 40 PVC, maximum 45' bends. 2.5 Off Bottom 14. Provide 6' minimum between trench walls. 15. Install infiltrator system per manufacturers recommendations and Eagle County Health Range= 210 gal Department requirements. 16. Do not begin sewer construction prior to notification of Alpine Engineering (Glenn 2.0 Off Bottom 1st Pump On Palmer 970-926-3373). The septic system is also to be inspected by Alpine Engineering prior to backfill; contact Glenn Palmer for this purpose as well. 17. Alpine Engineering recommends that the disposal field be seeded after installation of Range= 210 gal the subsurface disposal system. A good native grass cover will promote evapotranspiration from the field. Alpine recommends using a seed mix such as "Foothills Pasture", or Prairie" mix available at local feed and seed stores. These Pump 0 f f mixes do not require irrigation and develop a growth 10 to 15 inches high. No 1.5' Off Bottom automatic sprinkler system should be installed above the disposal field. 18. The Owner must realize an on site sewage disposal is considerably different from public Range= 630 gal Weight sewer services. The Owner must be aware of and assume responsibility for continued maintenance of the system. Alpine recommends the pumping the septic tanks at the end of the first year of use to monitor sludge accumulation and at a minimum of every two years afterwards. Comply with Eagle County's maintenance schedule which may be more frequent. There are also daily considerations such as not putting plastic or nonbiodegradable material down the sewage disposal system. Also, water use must be carefully monitored so toilets are not allowed to run when seals malfunction. To illustrate the point, it should be noted a running toilet will consume in excess of 1000 gallons per day. Excessive loading (such as from running toilets) will flood and irrevocably harm the system and stress the on site well. Vault- 7' X 8' X g' inside clear 19. Provide a minimum 10' separation between water and sewer lines or encase per Colorado Department of Health regulations. 20. Provide two (2) "swing" ties to sewer cleanouts, septic tank, and absorption trench corners to and from building corners as required by Eagle County for as-builts. 21. Maintain the water softener, R/O and other water treatment systems so they operate per manufacturer's recommendations. 22. All backwash systems must be "demand based", they cannot be on a timer to run LIFT STATION TELEMETRY every night, regardless of building occupancy. 23. R/O quantity (and septic design) is based on a central R/O system which operates at NOT TO SCALE 75% efficiency, 4 gallons = 3 gallons product;/waste. Under -sink R/O systems are less efficient (50%). 24. Provide effluent filter at the outlet in both septic tanks to retain particle solids in the tank, protecting drain fields from clog -up and extending absorption field life and then maintain annually. 25. If any of the house has gravity fed water, (not proposed) notify AEI immediately. This condition could send flow to the septic system with no power while the septic system needs power to operate. MIRADRAIN STEP SUBDRAIN SYSTEM TEE HANDLE FOR QUICK DISCO NNECT�� z Ln PUMP LIFT CABLE 13" TOP PUMP_ BRACKET INSTALL PVC FORCEMAIN-- PLACE GROUT AT INTERFACE OF 4" PVC AND CONCRETE VAULT STAINLESS STEEL SLIDE RAILS BOLTED BASE PLATE BILCO ALUMINUM HINGED VAULT LID (TYPE J-4AL PUMP CONTROL PANEL (3' X 3' OPENING) n o I ° 1 4 o O NEMA 4X WATER -TIGHT JUNCTION BOX CHECK VALVE IF NOT PROVIDED ON PUMPS. 0 ' . °. °. d. FLOAT SWITCHES, SEE TANK 4. o TELEMETRY DETAIL) O a u ° o o - Ki 0 LIFT STATION SECTI ON APPROX SCALE: 1 "=2' ° 2) 45 GPM PUMPS 3" PVC VENT PIPE W/ MESH END CAP TO SINGLE-PHASE ELECTRIC TRANSFORMER �4" PVC DRAIN FROM SEPTIC TANK (2% MIN. SLOPE) 4" GRAVEL SUBRAIN WRAPPED IN MIRAFI FABRIC W/ 3/4" FREEFLOWING GRAVEL HIGH POINT INVERT = 53' PROPOSED PUMP VAULT (AMCOR PRECAST 7'x 8'x 9' VAULT) _�6" CLASS 6 BEDDING PROPOSED PUMP VAULT DAYLIGHT DRAIN (AMCOR PRECAST 7'x 8' BILCO ALUMINUM HINGED 1.0% MIN. x 9' VAULT) VAULT LID (TYPE J-4AL } (3' X 3' OPENING) II RIM ELEV.= 58.0' 8.00' 1.0% MIN. STEPS ° a . a' 12 n d a I NEMA 4X WATER -TIGHT JUNCTION BOX INSTALL 4"/6" SCH _ 40 PVC FORCEMAIN ° PROVIDE CHECK VALVES 4d IF NOT WITHIN PUMPS 4" PVC DRAIN FROM SEPTIC TANK TEE HANDLE FOR I1.0% MIN. (2% MIN. SLOPE) QUICK DISCONNECT 3" PVC VENT PIPE a W/ MESH END CAP / FF T d. Q $ -1.0% MIN. 1.0% MIN.-- ALL ELEVATIONS (2) 45 GPM PUMPS SUBJECT TO CHANGEOWWITHRE 4" GRAVEL SUBRAIN WRAPPED FINAL LIFT STATION DESIGN. IN MIRAFI FABRIC W/ 3/4" FREEFLOWING GRAVEL LIFT STATION PLAN APPROX SCALE: 1 "=2' J Q w Cn w w w U Cn Q a' w z 0 z Cn Q Z 0 O Z Cn o > Q w a' LJ N Q 0 � Ln 0 0 z 0 N � Q Q w 0 0 0 In 0 0 w w O Z Z Y Z CD 3 U LW �n Q w m w � = O Q 0 0 U 0 SHEET C4 a E Q N LO Ln O N W N 3 a M 0) N 0 0 o_ w 2500 Gal. Two Compartment 1500 Gal. Two Compartment Septic Tank Septic Tank F4XA F • Monolithic tank PLAN f • Monolithic tank meets PLAN meets ASTM-C- ASTM-C-1227 Spec. 1227 Spec- for forwater and waste- water and waste- water structures. water structures. Inlet Outlet •Butyl rubber seal Inlet ~ Outlet • Butyl rubber seal m ant meets Fed. Spec. r� Cl� ant meets Fed. Spec. 5S-8-210A. - 6'-4" SS-S-210A. Provided i with tank} !Provided with .... • All plumbing shown in tank) diagram is 4' SDR 35- • All plumbing (Provided with tank) shown in diagram is 4- SDR 35. {Provided with tank} - 13'-1a" _ 1W-2" Concrete or heavy duly SECilaN polyethylene riser system 4' Pusypich Sea l 6 Gasket tal-� 5T' 4" Part # Ca pacifies Approximate Weigh is Igallonsi A I B Tank Lid I Baffle Wall Total POA-000-325 i470 98D 11,8901bs 6,4001bs 1.150lbs 18,4401bs Operation of Effluent Filters Effluent filters retain particle solids in the tank, protecting drain fields from clog -up and extend - Ing absorhtlon held life. Effluent filters work by using gravity to force eff luent th ro ug h a screened filtering surface. Larger particles are detained and shed to the bottom of the tank. Biological colonies form on the filtering surface. trapping and decomposing even smaller particles. Total suspended solids at the effluent outot are greatly rod uoed. Concrete or heavy dul SECTION polyethylene riserr systs.MY Free -flowing effluent filters need little maintenance; permanent vlashable filter 1 em cartridges are constructed of PVC and Polyethylene. inert to deterioration in waste water. 6" 4 Push Seal Gasket typical r I 72" 4 4. A B 55" �j$" 4„ �„ 24" 000 D D C C 9 q., EAST JORDAN IRON WORKS Part # Capacities Iga[lonsl A B Approximate Weights I Tank Lid Baffle Wall Total PGA-000-256 920 615 9.615lbs 2,9001bs 1,11011)s 14.625lbs NOW A. F. S. Me: N. T S. FVV'w� DOMESTIC TANK Watertight �ghf Front Range Precast Concrete, Inc. Front Range Precast Concrete, Inc. 5439 N. Foothills Highway. Boulder. Colorado 80302 5439 N. Foothkls Hghway, Boulder, Colorado so" Phone {303} 442-3207. 1800) 783.3207 • Fax (3D3) 442.3209 Phone (303) 442-3207 • f800) 783-3207 • Fax 1303} 442-32DD www.#Ixx.00m www.f Ix x.com INFILTRATOR SYSTEMS INC. QUICK4 STANDARD CHAMBER DETAIL NOT TO SCALE INSPECTION PORTALS AT EACH END OF ROWS. COVER INSPECTION PORTALS AS SHOWN IN SEWER MOUND 3" OF FILL CLEANOUT DETAIL. PROVIDE SAME OVER INFILTRATOR DURING BACKFILL LOCATION INFORMATION. TO SETTLEMENT. 7860 PLACE 4 SOIL OVER MANHOLE. SEE DETAIL SHEET C4.2 4" 4- 1080 FRAME AND 1040 TYPE A Small Large Jumbo SOLID COVER MARKED SEWER. MCv-000-208 Mco-000-207 MG"00-221 PROVIDE GASKET SI TYPICAL OF ALL A Us! , N rs USE E ;KWASH TANK Fr�� s EFFLUENT FILTER Front 1,500 GALwatertight Range Precast Concrete, Inc. 5439 N. Foothills Highway, Boulder, Colorado 80302 Phone (3M) 442-SW7 • 1800) 783-S207 • Fax {303} 44232N www.nxx.com TRENCH BACKFILL i/ 2" HS40 (UNDER ROAD) OR HS20 (ELSEWHERE) RIGID INSULATION WHERE LESS THAN 4.5' OF COVER / \/\ COMPACTED SCREENED ROCK x 77 COMPACTED BEDDING MATERIAL 4" SCHD 40 PVC. BACKWASH AND DOMESTIC GRAVITY SEWER INSULATION DETAIL NOT TO SCALE 1' MIN. COVER 2' MAX. COVER ri I 60, IsINS .. �^. 0-gin_ Q:•-•- SERIAL OVERFLOW PIPE. 1 % SLOPE. 2" DOSING PIPE EXISTING GRADE 3' 1 1 3, 1 V1 3, 1 V1 3, 1 MIN. MIN. MIN. SECTION A -A THRU INFILTRATOR (QUICK"4" STANDARD CHAMBERS) 10 ROWS OF 23 UNITS PER ROW (4 shown) APPROX SCALE: 1"-3' 2" FLE} INSULA AROUND BAI AND C SECT 2" RI STYROFC INSULAT STEPS ON OPPOSITE SIDE OF SEPTIC TANK NOTE: PROVIDE SWING TIES, GPS COORDINATES, SURVEY COORDINATES AND PHOTO OF EACH SEPTIC TANK ACCESS POINT. Oa"' KAAl.lunl_E RING AND :TER ECCENTRIC MANHOLE FOR ACCESS MINIM =L W �u SEPTIC TANK ACCESS DETAIL Approx Scale: 1''=3' EAST JORDAN IRON WORKS 8555-10" VALVE BOX 6800 5 1 /4" DROP LID MARKED SEWER PLUG AND CAP ��� NOTE:\/�/����\� COORPROVIDE SWING TIES, GPS COORDINATES, SURVEY COORDINATES BACKFILL & COMPACT °�\. \\\\�\�AND PHOTO OF EACH SEWER CLEANOUT TO SPECIFICATIONS LOCATION. 4" PVC COMPACTED 3/4" SCREENED ROCK �.�- (2) 22-1 /2° ELBOWS OR 45° BEND BELL TYPE PLUG, WHERE REQUIRED FLOW SEWER LINE, SEE WYE WITH 45° ELBOW PLAN FOR SIZE (ALL BELL FITTINGS) SEWER CLEANOUT DETAIL to 3 _iw N �� N N le U 00 2 Z Z (0 O U 0 1- O U o l- w U w U O U 0� m �M QZ (O. QW QW D Z 0 Z 0 QW (O of QYMo040 00 of O4w0000 w= w= 00 U OON 0 w fn V)CD 0 r7a. w W _ w= MUN 00 0 j 0U 0) N M 00 (^Oil 0 O^)W NW 10, too CNI coo 0W Hu Q^I. C� 00 ~ OCn W W +Nw +V) Q 0r-ZO of 0 O YZ O ONw 00 -00 (yW 00 N(n O NN O NN O Ntn O OU NNW OO 0- O-0 _» a a. ao a a. a- CL aS ILnw1» �NXZZ �X in 0_3U?? I-�W Na_N I-WW NO_N I-�o tnd0 1-� Nil I-X Nil I-� rnd �X Na_ �Xw tnfltn �XW m(lt) PROPOSER GRADE EXISTING GROUND ' r 266 L.F. 4 SCHED 40 PVC ®2.00% 7 rr TO LIFT STATION W le (wn U_ o� a o PROM E 6' WIDE BY 3" THICK OF RIGID w 1500 GALLON z a- = + INSULA11ON WHERE LESS BACKWASH o = z ¢ 0 THAN 5' OF COVER SEPTIC TANK U z Y 7840 LL 0 l? 0 U - U a °D fn GRADE AT EXISTING PROPOSED INVERT ELEVATION z GROUND. SEWER SERVICE. DATUM ELEV w FOF 7835.00 rn 00 PROPANE DRAIN PER PLUMBING PLANS PROPOSED 12" -SDR35 PVC STORM SEWER. INV :7851.81 PROVIDE 6' WIDE 13Y 3" THICK RIGID INSULATION WHERE LESS THAN 5' OF COVER JOINT SEWER (DOMESTIC AND BACKWASH) PROFILE HORIZ: 1"=20' 00 0 00 00 00 00 00 cc) 00VERT. rLn 1"=10' � r� � rLn rLnLn r 0+00 1+00 J ° Q 0 4" SCHED 40 PVC VENT. ` \ CONNECT SEPTIC TANK w MANHOLE TO VALVE MANHO E ., A. D o , Z B d a PROPOSED 4' d 0 SEWER MANHOLE a , FORM CONTINUOUS INVERT THROUGH d; MANHOLE ° X a ' :a .. ':. .. d d ° PROPOSED SANITARY SEWER TO SEPTIC TANKS X SEPTIC TANK TIDEFLEX "CHECKMATE" PROPOSED SANITARY VALVE (SPECIFICALLY FOR SEWER TO SEPTIC TANKS SEWER SYSTEMS) TIDEFLEX CHECKMATE VALVE NOT TO SCALE e 2+00 FORM CONTINUOUS INV--- TIDEFLEX "CHECKMATE" VALVE (SPECIFICALL"^o SEWER SY! WARP INVERT PROVIDE ACC TO VALVE CL SECTION X-X GENERAL NOTES: 1. The precise inside diameter of the proposed I needed to order the Tideflex Valve, which inst.l LJ IIILV - the pipe. 2. Provide direction of flow through the valve. If installed BASE VIEW PLAN in the MH inlet (as shown on this detail), it is a "Downstream Clamp" so that it can be removed. See Plan View for invert warping detail. Ln Ln 00 2+86.31 RUN SEWER - SERVICE OVER _FOOTER. NOT TO SCALE SEPTIC NOTES 1. Septic tanks should be designed for HS20 loading, if intended to be driven on. 2. Provide internal dosing piping inside infiltration units. See pipe perforation detail. 3. The location of the absorption field/trenches must be surveyed/staked to insure the setbacks to the well and the irrigation ditch are correct. See plan for horizontal setbacks. 4. Use Infiltrator Brand, Quick 4 Standard Units. The infiltrator units are designed to bend 10 ', to follow contours and maintain N EM A 4X a consistent depth of cover. The infiltrator units shown on the plan are drawn at a maximum of half that, or 5 degrees. Follow contours with the layout of infiltrator rows. Junction B O x 5. The infiltrator "Quick 4 standard" units are to have 1 to 1.5 feet of cover over the top of the units. TO Pumps 6. An as -built drawing must be provided at the final inspection for final approval from the Health Department. 7. Compact sewer trenches to 85X standard proctor density, or per soils engineer's recommendations. 8. Provide risers on septic tank to finish grade. 9. Comply with all Eagle County and Colorado Department of Health regulations regarding septic system installation. 10. Provide inspection portals on infiltration units per Eagle County regulations - paint if required. 11. Provide a minimum of 5' horizontal distance between trees and sewer lines and septic tanks. 12. Provide 4' minimum cover or 2" rigid Styrofoam insulation and 2% minimum slope from building to septic tank. 13. Provide cleanouts at bends, 100' maximum spacing and 5' outside buildings. 14. Sewer line to be Schedule 40 PVC, maximum 45' bends. 15. The two force mains crossing the driveway are each to be sleeved with schedule 40 pvc pipe. 16. Provide 6' minimum between trench walls. 17. Install infiltrator system per manufacturers recommendations and Eagle County Health Department requirements. Reserve 18. Do not begin sewer construction prior to notification of Alpine Engineering (Glenn Palmer 970-926-3373). The septic system is also to be inspected by Alpine Engineering prior to backfill; contact Glenn Palmer for this purpose as well. Inspection Stages (by Alpine Engineering): Float Switch a.Excovation of septic tanks and lift station vaults, after bedding, prior to setting vaults/tanks . b.Excovation of sewer and force main trenches, with pipes exposed, pipe bedding installed, prior to backftll. c. Excavation of first row of infiltrators, prior to installation of infiltrator units, with other 8 rows approximately staked for Pump Failure/Power excavation. d. Excavation of remaining infiltrator trenches, prior to backfill. 4.9' Off Bottom (45.72) Outage Emergency e. Dosing pipe, after perforations are provided, prior to covering. Alarm Au tod i I f. All infiltrator trenches after units have been installed , with interconnecting piping and force mains/dosing pipe installed. Range= 120 gal w/ a g.Lift station after pumps, piping, and float switches are installed. 18. Alpine Engineering recommends that the disposal field be seeded after installation of the subsurface disposal system. A good from the field. Alpine "Foothills Both Pumps On native grass cover will promote evapotranspiration recommends using a seed mix such as Pasture", or Prairie" mix available at local feed and seed stores. These mixes do not require irrigation and develop a growth 4.18' Off Bottom (45.0) 10 to 15 inches high. No automatic sprinkler system should be installed above the disposal field. 19. The Owner must realize an on site sewage disposal is considerably different from public sewer services. The Owner must be Range= 120 gal aware of and assume responsibility for continued maintenance of the system. Alpine recommends the pumping the septic + 40 drain tanks at the end of the first year of use to monitor sludge accumulation and at a minimum of every two years afterwards. gal Comply with Eagle County's maintenance schedule which may be more frequent. There are also daily considerations such as back not putting plastic or non -biodegradable material down the sewage disposal system. Also, water use must be carefully 1 s t Pump On monitored so toilets are not allowed to run when seals malfunction. To illustrate the point, it should be noted a running 2.84 Off Bottom (43.6) toilet will consume in excess of 1000 gallons per day. Excessive loading (such as from running toilets) will flood and irrevocably harm the system and stress the on site well. 20. Provide a minimum 10' separation between water and sewer lines or encase per Colorado Department of Health regulations. Range= 120 gal 21. Provide two (2) "swing" ties to sewer cleanouts, septic tank, and absorption trench corners to and from building corners as + 40 gal drain required by Eagle County for as-builts. back 22. Maintain the water softener, R/O and other water treatment systems so they operate per manufacturer's recommendations. Pump m 0 f f 23. The specific gravity of RO waste is higher than regular water, which will increase the buoyancy of solids within the septic 1.5' Off Bottom (42.3') P tanks. For this reason, two separate tanks are proposed, on just for RO waste and water treatment backwash. This is also the reason for the filters on the septic tank outlets. The filters should be checked annually, cleaned and replaced as required. Ran e- 180 al g - g 24. The water use is based upon the water treatment schematic provide by AEI in May 2011. Any changes to this schematic Weight installation may change septic system assumptions and criteria, and damages resulting are not the responsibility of AEI. 25. All backwash systems must be "demand based", they cannot be on a timer to run every night, regardless of building occupancy. 26. R/O quantity and septic design) is based on a central R 0 system which operates at 75X efficiency, 4 gallons = 3 gallons / q Y( P 9) / Ys P Yr 9 product; /waste. Under -sink R/O systems are less efficient (50X). 27. Provide effluent filter at the outlet in both septic tanks to retain particle solids in the tank, protecting drain fields from Bottom of Vault clog -up and extending absorption field life and then maintain annually. 28. If any of the house has gravity fed water, (not proposed) notify AEI immediately. This condition could send flow to the septic E I e V. = 40.8' system with no power while the septic system needs power to operate. 29. A separate Electrical Permit is required for the septic system (and lift station). 30. Dosing pipe within the infiltrators is to be installed per Infiltrator recommendations and details: strapped to the top of units Vault- 4' x 4' x 12.2' inside clear to prevent movement. 31. Septic tank MH covers (risers) are not to be buried more than 8" below the ground. Obtain survey locates, swing ties, and provide dip covers (for metal detection). 32. The septic tanks should be initially pumped on an annual basis to determine expected pump frequency. Tanks should be pumped by a company that is a member of the National Association of Wastewater Transporters. The system should be maintained by a person who is knowledgeable in wastewater systems, and has similar or equal membership. 33. If during the the field, the be filled LIFT STATION TELEMETRY rocks are encountered excavation of absorption resulting void area should with a course, masonry sand: submit shop drawing for sand mix. NOT TO SCALE 34. The septic system design is based on 75 gallons per day (gpd) per person use, which assumes Low flow fixtures area used, and normal water usage. 6 bedrooms at 2 persons per br at 75 gallon per day at 150X PEAK FLOW RATE = 1350 gpd domestic water use. 35. The septic system design (and water treatment wastewater) is based upon a water sample taken prior to the placement of the well pump. It is highly recommended that a NEW water sample be taken AFTER the well has been run continuously for 3 days at 15 gpm. Water quality (and hence water treatment requirements and wastewater going to the septic system) can vary after the well has run for some time. Sometimes better quality is obtained, sometimes not. If the septic system fails, and a water sample was not taken as noted above, Alpine assumes no liability as to the design of the septic system. 36. No unusual domestic (high flow, or long duration) water uses are included in the septic system design, such as long showers, or shower heads over 1.5 gpm . 37. Leaky toilets, or any other leaky fixture adds water to the septic system, will cause the septic system to fail, which it is not designed for. 38. Frequent parties, or any other high use event, which would exceed 1350 gallons per day of domestic use , or any other high water use event, is not included in the septic system design, and could cause the septic system to fail. 39. The septic system design assumes that if water is to be provided at the Barn , it will be trucked, or otherwise delivered to the barn in a NON TREATED manner: prior to main house water treatment. A separate treatment system will be required at the barn. 40. The septic system assumes that the SPA is drained to a location that is satisfactory to the County (or any other applicable governing agency) and the spa is NOT drained to the septic system. The septic system design assumes that the spa is not re -filled more than twice per year, NOT filled concurrently with a domestic peak use (does not exceed 1823 gpd to the septic system). If the spa is 1000 gallons, this could add 350 gallons of water treatment waste to the septic system. 41. If the outside hose bibs are to be used for lawn watering, they should connect to the water line PRIOR to any water treatment. No outside watering, of any kind should be used with treated water. If a large number of inside plants are to be watered, it also needs to be UNTREATED water. LIFT STATION NOTES STEPS PROPOSEDONCRETE ROP wSTH BILCO HATCH. 1. Effluent from the tanks will gravity drain to the lift station vault. The lift station will consist of a 4' by 4' by 10' high pre -cast concrete vault. The vault also provides emergency storage in case of power outage or pump failure. Excess storage can also be used for pump down -time °� during maintenance. The volume of excess storage exceeds the 24-hour maximum expected ° 4.00' flow. A vent will be provided for pressure release. 4" PVC DRAIN `d 2. Access to the vault and pumps will be by an access port consisting of a pre -cast concrete FROM SEPTIC TANK cone. The access port will contain the electrical switch box, slip disc connections for removal (2% MIN. SLOPE) of the pumps, connections to the force mains, and gate and check valves required for proper operation of the system. All equipment and connections will be accessible from the vault hatch o (3'x 3') area. 3. The lift station will have two pumps. Each pump will have the capacity to handle flows in O 4 8" SCH 40 PVC excess of the expected average max flow. Each pump will be a 35 gpm submersible pump. a The pumps will alternate cycles during normal operation of the system. The pumps will operate in duplex to empty emergency or down -time storage. The pumps will rest on the bottom of the vault and will be equipped with a screen to remove any solids not removed in the settling (2) 35 GPM PUMPS 4 a tank. The screens will be removable for cleaning. 4. Float switches with backup battery will be provided for pump off, pump on, duplexing of pumps A 11and LO BOULDER pump failure/power outage emergency autodial. Pump failure and power outage alarms will ° SCREENING WALL be connected by telemetry and autodial to maintenance personnel. Alarms should be installed on a separate electrical circuit than the pump motors. 5. A force main will carry wastewater to the leach field. The operating range of the pumps has X been designed so that the force mains are completely flushed with each pumping cycle. 5% 6. Power supply for the system is provided by Holy Cross Electric Association. Historical data obtained from Holy Cross indicates that during the last two years the average length of power 53.2 X outage has been 2 hours and 20 minutes, and the maximum length was 6 hours. An alternative power source will not be supplied on -site. The vault provides in excess of 24 hours of emergency holding capacity at the expected average maximum flow rate. The septic tanks 4" PVC VENT PIPE will need to be pumped every 1-2 years. 7. Obtain separate electric permit for lift station. NEMA 4X WATER -TIGHT 8. Dosing volumes in the lift station are designed to accommodate the average household flow, to JUNCTION BOX X 56.0 be 125 gallons per dose, minus 25 gallons of force main drain back. A 1/8" hole is to be 56.0 X drilled in the force main, within the lift station, to accommodate drain back. Drain back is TEE HANDLE FOR proposed to address minimal cover on the force main, and prevent it from freezing. Do not QUICK DISCONNECT X 56.0 TWO 2" SCHED 40 PVC provide check valves on pumps, drain back is desired. FOREMAINS TO 9. The lift station is to have two pumps, on slide rails. The pumps should alternate between the ABSORBTION FIELD. pump that runs each time, and duplex if needed. Alarms should include 1. Motor minder (pump drawing high or low amps), 2) High water, 3.) notification if the pumps have duplexed LIFT STATION PLAN (indicating the first pump might have a problem). I assume the alarm should be an auto dialer to call the caretaker, and possible lights. The control panel is remotely located near the APPROX SCALE: 1 "=2' transformer to provide screening. Provide a flat lid and Bilco square hatch, 3'x 3' that is W I IVI IV wIUVLJVVJ WE0712H 230 VOLT OR EQUAL.LIFT STATION SECTION APPROX: 1 "=2' NOTE: THESE PLANS ARE BASED ON DESIGN INFORMATION PROVIDED ON JULY 11, 2011. ANY REVISIONS MADE BEYOND THIS DATE ARE AT YOUR OWN RISK. l- lLJ IZ w lY l- 0 D l- tn Q J w Q z � o w lY w z C/� w m � ¢ Cn a_Cn D z 0Y)0-to O z � Z O Cn > Q O J J w w l_LJ C� w m D to 0 0 0 0 0 Ld N N N N N Q l� N O N 00 0 0 00 O O 0 N Q Q a- ro O O O ro Ln CD CD CD 1�_ 0 0 w w O Z Z Y z O 0 w (n Q W p� LL.I ch� = O Q 0 0 0 0 SHEET C 4.2 d a� E LO Lp 0 N W N U) N 0 0 0 0 w \ I you F U • Z \ \ \ o i 7870 CD • z wo< - I / 0Ld zw OVERHEAD HOLY CROSS �� I J LIJ zo / EOH I / / / \ • EDH /� �/ �l/ ELECTRIC POWER -POLE. LINE II II I z �Q DOWN TO 4- N 'N"ooEOH `doa EOH j�7= i z o m • EpH - / EXISTING OVERHEAD / I LLI o • PROPERTY LINE _ __•�__ _ \ PROPERTY LINE �H � PHONE POLE. EpH i / ,G� P'(ER \ / / / �/ �� _ 78 � �[ / i EOH E❑H _ / / SE / / E 4" HOLY CROSS / / 2 cn / ` 0 / / - ONE 2" PHONE CONDUIT • / �� ZC w / �� ELECTRIC CONDUIT _ PROVIDE MINIMUM 12" ' / / / Qom/ PWjS�� P _ SEPARATION TO ELECTRIC. / 4 ROUND SPLICE / / /, /�� PWS PWS _ VAULT (UM30�- / / / Q // 7, / \ - • • ■ / • ' / / ���C` _ - EXISTING OVERHEAD �' ELECTRIC • / CONCR % sF\/� / \+_ FUTURE WATER SERVICE TO BARN. ALIGNMENT 1000, � ♦/ \ SHOWN IS AS SUGGESTED ♦ ♦/♦ BY EAGLE COUNTY. CONCRETE + " . �f RK END �F 2" APRON IF ♦ ♦ % ONE 2 PHONE CONDUIT - EXISTING OVERHEAD • SOURCE GAS CONDUIT REQUIRED • PROVIDE MINIMUM 12 WITH CARSONITE POST ` SEPARATION TO ELECTRIC. PHONE AND 3M MARKER. �-- \ - _ - \- a . Q<v/i 4" HOLY CROSS • / - - - - - - - `i �� - - I _ d �, . ♦ ELECTRIC CONDUIdo T `. - a ♦ C • - - 7a5o - - - - - _ _ - - d PROPOSED WATER SERVICE TO BARN ` z 78 // /FUTURE WATER SERVICE \ 8S0 - _ a a i TO BARN. ALIGNMENT _ � SHOWN IS AS SUGGESTED \ \ I - 78• ` ` BY EAGLE COUNTY. pONDa. _ _ _ - - - - - SERVICE OUTSIDE OF LAKE EK / / a APPROACH C, END R SLAB. CAP AND MARK. �� _-� L NOTE: 7850 - BEGIN WATER SERVICE PROFILE, J I on- .............. �l SEE BRIDGE PLANS FOR CONDUIT ' GATE READER AND OR . a \ � HANGER DETAILS - �� _ =I KEYPAD WITH KNOX BOX SCHEMATIC a a ♦ • ♦ FOR FIRE DEPT ACCESS. O ENTRY GATE - �♦ ♦ PROVIDE ELECTRIC _ _.! i w ♦ ♦ HEAT TRACE. -� _ _ _ _ / ♦ ♦ SERVICE FOR BARN u LAKE CREEK +WATER SERVICE HEAT INSULATION. CONTROL - / SCHEMATIC GATE READER PANEL. ETC BY OTHERS. / ♦ ♦ ♦ AND OR KEYPAD as Al l TRACE ACROSS BRIDGE. I PROPOSED 2 - 1" CONDUITS PROVIDE CAPS OR MANHO S i ��• ♦ • • ♦ • ♦ FOR GATE AND SECURITY AT ENDS OF RCP. TYPICAL OF ���_� �_ / ♦ ♦ ♦ ♦ ♦ - �� ♦ ♦ ♦ ♦�♦ ♦ a OUR. \ .. \ \ / • • • • • ��%• • Bf�ILBY DITCH TO BE PIPED TO PRO 150' PROPOSED AIR RE' B a \ \ I 4 ROUND SPLICE VAULT I �1 TRACK FROM SEPTIC ANKS. \ VALVE AND 2 x2 BOX (UM30R). ♦ ♦ ♦ ♦ ♦ ♦ 'r.♦ ♦ ♦ ♦ _ / ♦ ♦♦ ♦♦♦♦♦♦♦♦♦♦♦ ♦ ♦♦ ♦♦♦♦♦♦♦ ♦♦♦♦ ♦ ♦ ♦ o ` \ \ DIAMETERBC BETWEEN 1. PERMISSION FROM DIT OWNE S rl CONCRETE APRON o. \ `12" RCP \ �✓ lMRIliNG PRIOR TO CONSTRUCTIO R BE \ / • •� • • �• • •� • • • • • • 'CONCRETE COLLARS AS REQ TO` �•�' • • • inv \\ \ MANHOLES ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ PbVftRACT PIPE BUOYANCY.. BEDDING ��♦ ♦ ♦ ♦ ♦ ♦ ♦ / ♦ ♦ ♦ ♦ ♦ ♦ .r_ .-� ♦ ♦ ♦ 00 GAL Y TIC ♦ ♦ o \ J. PIRF�MANlUFA.CTURER. TICSE CURITY \ \ \\ PERFORATED RIGID i �-- / ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ TANK BACKWASH . ♦ ♦ ♦ ♦ ♦ Q =Rlhk :7855.23 ♦ ♦ ♦ ♦ 'CAMERA \ \ \\ \\ SDR35 PVC (TYP). ••/1 / • • • • • • • • • /• < (�•I • • • • - • • • • • • • • • • INV •IN• •7849.63 • • • • • • • �\ \ \ SEE DETAIL B/C4.1 / � ♦ ♦ ♦ ♦ �♦ ♦ � ♦ ♦ ♦ ♦ ♦ ♦� ,.�♦�� �� ♦ '��"�F`IDP�.,F�� ♦\t ♦ ♦ ♦ ♦�. IAy 'fly% 7$4s.y�8' ♦ ♦ � ♦ ♦ ♦ ♦ ♦ c�'�, \ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ v ♦-sv ♦ ♦ • ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ �0- O - - � ♦ ♦ ♦ ♦�- ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦� ♦� ♦ ♦ ♦ ♦ ♦ -SEE NOTES ON SHEET C4. ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ s \� lJ J ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦o ♦/♦ ♦ ♦ ♦ / ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ /♦ ♦ STATION *SEE DET SHEE + + \ t� \ 'Pp� • �\ C4, j ♦ ♦ �.,` / ♦ ♦ ♦ ♦ �./ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ /. ,. ♦ " REGARDING PROPANE TAN S, ♦ ♦ ♦ ♦7 ♦ ♦ ♦\ ♦ ♦ ♦ ♦ /• IC4.2 BE 1lIN ♦ ♦ ♦ ♦ ♦ \ \ / \ / 4 HOLY CROSS 7p • • • • FU E DITCFP PIPINg • • • • • • ♦ CATHODIC PROTECTION F.,T . M �- \ \ M v 4p / \. .�` ELECTRIC CONDUIT SIX 1,000 G • • • • • • • • • V�IL�, • • • • • • • • • (JT y t • A FIRE DELIVERY SYSTEM. O _ �C ♦ ♦ ♦ D�FII T fl 'p ♦ ♦ ♦ ♦ AYUGHT :. PLUM NG 75' HIGHWATE - _ _ ♦ ♦ ♦ ♦ FR m ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ FILA S. i o TANK (DOMESTIC). ♦� o, a ` g \ RCP ♦ ♦ -AND $MMCE+TOS6P ) ♦ ♦ ♦ +✓ ♦ ♦� .�♦ ♦ ♦ ♦ j / PROPANE E o 4 RIM a7855.91 Z�gS� ~ ' C.F 48"R\ \` \ •�" / • • • • • • • • • • • • • • • • • TANK ANOD _ INV IN: 7849.90 �+ _� DS INV OUT: 7849.65 a _� ♦/ / / RECTIFIER RE: BED, UNKOWI`I - ` F / •/� PUMP CONTROL NIA ♦ ♦ ♦ ♦ '�' MEP AND o a 3 �. ` \ SIZE 4 \ -1 \ o �' L PROPOSED INFILTRATION ` • ` • ` ♦WITrI`9Ufi�y41�r' • ` • ` ` J' ` PROPOSED GAS s �� AMERIGAS. _ a + ` * . NOTE: TRANSFORMER, METER, . ♦ ♦ ♦ � TO BUILDI G E 1 Gam' 0+00 + ♦ ♦ ♦ ♦ `r w •, • PROPOSI�D HONE • • • -BUR Q \ �� o • R\p \ GALLERY IF PIPE SUBDRAINS SPLICE PEDESTAL, PUMP CONTROL e� / / / Fv 0M A p o C.O. I o /� a I �85p--1 Sp DELIVER LESS THAN 230 GPM. PANEL AND PHONE PEDESTAL TO ♦ • • • • • • • • • • / 1111 RO _ _ �MERGENCY / BE AS CLOSE TO WALL AS ♦ ♦ ♦ ♦ ♦ ♦ / ♦ ♦ �gy0 - , i/ ;"\� S6 co ED 1 P 4 1 +0000 PS 4� "HDPE ♦ ♦ ♦ ♦ ` ` • ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ I�� 8 GE C4• s 0 G• `STORAGE Q RESPECTIVE UTILITY COMPANIES . ♦ ♦ / # GO �pHP PT �pSS ALLOW. CONTRACTOR TO + + +/ + + + + + + + / S�� P _ ♦ ♦ ♦ ♦ S C ♦ `�♦ `. ♦ ♦ ♦ ` COORDINATE WITH UTILITIES. ♦ ♦ ♦ / ♦ ♦ / I - S��g PSs� S ♦ ♦ ♦ ♦ ♦ ♦ 4, ♦ ♦ ♦ ♦ '� • /. PRflP(5'SELl • , 1 C4 PP - PE PE E �F�E �� 8" SCHED / ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ \ �� ♦ ♦ TRANSFORMER ♦ ♦ ♦ i 2p p P PGS PGS p PVC ` ♦ ♦ ♦ ` ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ �♦ \ / 00 �W ` W ` • ,,` ♦ ♦ ♦ / PPH +0 !94_vi�5. G � - PGS E Q F, Q ♦ v_ PGS PEQ`t` INSULATE WATER SERVICE W•PROPOSED•• STANDPIPES WITH♦/• CPPG c \ � TANDPIPE AT \ - HOLY "CROSS SECONDARY • • � _ _ _ _ _ \ \ ` ` �♦ i r �\ Q • ♦ ♦ ♦ / / P p �Fi =P SPE /��' P - - S �- I PE GS ` ' C RrTWCROSSING. ♦ ♦ 10� Ti 00 JUNCTION_ B X P c� SI S g \ _ PE +� VENT AND \ W PE _ 2" PURECORE Y �/ GEOTHERMAL SYSTEM RE I�EP s P MANHOLE ACCESS` ♦ ♦ ♦ ♦ ♦ / �g ���/ o PGS STANDPIPE DRAIN* ♦ �� / ♦ ♦ /♦ �'� •♦ / S � `O MAX FOOTPRINT 22.5 x 260 N ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦� DRAIN VALVE. SEE* LEGEND \�� '� / ♦�♦ ♦ ♦/ ♦ r A• PE ,o iNOTED: ,v,' - / o DETAIL A/C4rt . ♦ ♦ ♦ ♦ ♦ ti C4 � \ � `'- � PE PE PROPOSED ELECTRIC \ \ • • • J ,� / _ a STANDPIPE CONNECTION'J_WTHIIf • • • • • • • • • • • • \ \ . 4� 3 100' OF STORAGE/ST,AblN A1W, ` ` ` ` ` ` ` PES PES PROPOSED ELECTRIC SERVICE END 0F/2 Ay ►;;,"' a DETAIL A/C4.1 p c:J ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ PPH PPH PROPOSED PHONE � / SOURCE GAS CONDUIT - �o - / • • • • • • • • • • • • + + • • m +„ / / \ PSS1 PSS1 Y OTC i� WITH CARSONITE POST �/ p 5 ,,,/ ;, ,,, „ ;;,,,,,; 2 0 � _ 2 �S� � ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ - AND 3M MARKER. 2S a y% \ DOMESTIC ����������� �� � / TANK 1 9 ti y ""�• • • • • • • • • • • • • • • • • • BACKWASH (R/0, MULTIMEDIA, C.O. ''. i' ii i ii/'�ii i Ws ♦ ♦ ♦ ♦ ♦ ♦ ♦ d ` %"' " " "' F +0 SP Q SOFTENER AIR IRON TO SEPTIC ♦ ♦ ♦ ♦ ♦ ♦ —PROPOSED ELECTRIC S3 �a. � " ;/ ; . 6p 3 s�W14 � Sp � SP sP PWSS� 2 p0 -o / ��'Q ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ PSS PSS � / ) s u „„,„ I METER- RE: ARCH FORo cn P F TANK 2 \ -CLOSURE DETAILS. Q ''' 2 Q ' �q� \ + + + + + + + + +� + + + PSS PSS PROPOSED FORCE MAIN SEWER TO N_ - 7861 I / A 10 MINIMUM SEPARATIONS '� ♦ ♦ + ♦ ♦ + ♦ ♦ + ♦� ♦ ABSORPTION FIELD " " ♦ ♦ ��� 4 BETWEEN STANDPIPE SQ STANDPIPE 8 D.I.P. OR 10 "DR9 • • • • • • SP SP PROPOSED DRY STANDPIPE GAS ENTRY TO !'% I C4 • HDPE PE4710: 8.2 I.D. OR 8 C, 900 ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ DS DS PROPOSED STANDPIPE DRAIN BUILDING RE: MECH SHADE EA a -4y�1 PWP GEOTHERMAL GEOTHERMAL IN / F( PRESENTS SNO LTED - d o I I " + + + + + + + + AND ARCH. I Pw P 4 SCHD 40 PVC SEWER ROAD REa PVC (PRESSURE CLASS 235) • • • • • • • PG PG PROPOSED GAS -�_ DRIV'EWAY TENTS. Z I \ SERVICES ®2.o9a DOMESTIC MECHANICAL PLANS IF STANDPIPE IS D.I.P. INSTALL \ 860 \ h 5� PROPOSED DRY S£P� 3� EFFLUENT AND BACKWASH. MEGALUGS AND THRUST BLOCKS. \ ` • ` ` • ` • ` • ` ` • ` • PWS PWS PROPOSED WATER SERVICE \ \ \ \ P 0 OSED STANDPIPE STANDPIPE C DI T o (1 \ " \\ + PC PC PROPOSED CONDUITS CONNECTI �' CN 25) 2 PURECORE WATER \ \ \ \ \ \ \ NOTE: CONNECT SPA N fi0 - DETAIL o OS �'8q� STANDPIPE, 8" D.I.P. OR 10" DR9 SERVICE TRENCHJOINT 0 BARN WITH A� SERVICE TO BARN \ ' , PGS PGS PROPOSED 2" SOURCE GAS CONDUIT \�- �� -� __y o P UGHT1NG RE: ARCH. HDPE/PE4710a 8.2 I.D. OR 8 STANDPIPE. ss xo • • • • • PROPOSED GEOTHERMAL SYSTEM \ SOLID SUBDRAIN PIP,�SEEri _ _ / ,� sP _ TYPICAL SEE A-4.3 C-900 PVC (PRESSURE CLASS 235) I o PROPOSED ELECTRIC ` . RE: MECHANICAL \ �'" SERVICE AND PHONE TO \ \ \ PROPOSED FIRE DEPARTMENT \ SUBDRAIN PLAN IafY Nal`fRU ENHANCED DITCH �` _� � _ 80 \ SPA -DRAIN TO SEPI DRAIN RETURN PUMP S_YS \ - �, a a �- '0sSEPTIC PUMP VAULT \ \ \ • • • \\ TO GROUND PER HE L 2" 'PURECORE OR 2" DR 13.5 161 _ s • • • • CONNECTION \ / PEPARIVENT REGULAi1 S��j - r 7 �, `; ? � PSI WORKING PRESSURE), 2.0' (LD. • s PROVIDE 4" SCHED-40-PVC SLEEVE AND INSULATE PVC \ \ ` • ` ` "89 LIGHTING RE: ARCH. \ FORECEMAINS FOR 10 PAST EITHER SIDE OF + + - \ \ �•� - /� i �' \ a. ^ of �% WATER SERVICE TO BARN TYPICAL. LIGHTING RE: \'0s GEOTHERMAL SYSTEM. PROVIDE 2" RIGID HI -LOAD 60 \ �\ \ + + + 0 PROPOSED ELECTRIC SPLICE VAULT �' --1- \ \ I 2 1" LIGHTING CONDUITS. SEE `O ARCH. TYPICAL. SEE 's INSULATION ON BOTTOM AND SIDES OF TRENCH, SEE \ ' . ` . ` . ` . ` w D?, �' I - Q d A ,4.3 FOR LIGHTING LOCATION 6'y A-4.3 M2.2. \ \ \ ♦ ♦ ♦ PROPOSED POWER POLE w Ly 1-I a TWO 2" SCHED 40 PVC \A wm /� d FORECEMAINS Ste, pJ. I \ PROPOSED PROPANE TANK D / i y ENHANCED DITCH 8" TEE _ , \+ RETURN PUMP SYSTEMgp 7 N\ SEE SEPTIC NOTES I �o� I \ \ \ \ `' \ © PROPOSED PHONE PEDESTAL D SEE INITIAL EXCAVATION PLAN AND SHEET C4.2 B VALVE. SEE \ PROPOSED TRANSFORMER \� \ SECTION FOR CONSTRUCTION OF \� SHEET C4.3 ss 140 \ Q / / \ 0 \ - �/ \ \ STANDPIPE ALONG SHORING WALL / / \ I \ \ ❑M PROPOSED ELECTRIC METER 0 cn J I \ \ \ MIN 1% SLOPE \ z \I I SEE PIPE SHEAR \ - I s \ w 5; ~ _ TYP �o� .os I \ \ Q PROPOSED SEPTIC PUMP CONTROL z O Q /�`��\ _ _ _ _ - - - \ O O PROPOSED SEPTIC TANK DETAIL C4.4 1 \ v 11 \ \ Q w � w m __ � � � D I \ w > 5 BEDROOM \ �` /� V' cf' \ 8 \ 1 6 sso� PROPOSED SEPTIC PUMP VAULT z O w O w o .` I STANDPIPE, 8" D.I.P. ® Y v \ z w o J O MAIN HOUSE + w \ I I 1000 GPM OR 10" DR9 � MIN. 212 ` 7C > Q O J J O � .fi�r," \ + \ HDPE/PE4710a 8.2" I.D. SOIL PROFILE Z I \ �x N O C.O. PROPOSED SEWER CLEANOUT w m m m w \ K'� - - 7885 \ = ,off, o o� m 0 w m D w cn QOD c ,' 7�. u /' A j" �'' � \ cv I I I I p o I D� W W W SURVEYED EDGE OF WATER �00ODa000 I w�, / I / - w ' a • o ,o � I Q Q \ 9.1 \ LIGHTING PER ARCHITECT �0 u, o / �o I PERC 3 � 00 00 00 7884 a`' g Z J Z ,o N N N N N N �-- i N �a I ss n NOTES: LLJ\\\\\ o �, 2" PURECORE WATER SERVICE TO BARN z N I END JOINT 1. STANDPIPE LOCATIONS HAVE BEEN REVIEWED BY FIRE PROTECTION Q o N n °o PROPOSED - S- Q FORCEMAIN PROFILE , o N N N N i I - - ` as INFILTRATOR UNITS TO FOLLOW EXISTING GRADE. I I \ C CONSULTANT. L STANDPIPE i - - d /Q /® ® I /� I N 2. VERIFY PROPANE TANK SPACING TO FUTURE COTTAGE WITH FIRE PROTECTION 0 0 0 0 0 0 s S u _ 10' (25 RADIUS) MAXIMUM DEFLECTION IN UNITS Q d _8� 00 00 0 0 CONNECTION. g ,� 4\ \ �o ® 2" PHONE �/ PERC 2 v, p h` A CONSULTANT AND AMERIGAS (25 PER AMERIGAS). DETAIL B C4.1 _ PER MANUFACTURER. MIN RADIUS SHOWN = 48.5. I U _ `� /5 3. FIRE PROTECTION CONSULTANT TO VERIFY SEPARATION REQUIREMENTS f � � (2) "LIGHTING CONDUITS � I i � \ .-.: 19� Hdd` ' �(2) SECURITY/COMM 175 WELL l I I `� BETWEEN BUILDING AND PROPANE TANKS. PC PC''' I S / / / I \ 4. SEE MECHANICAL PLANS FOR DETAILS REGARDING SNOWMELT AND I-,ON "� `n i x r �® (2) X" P.V. CONDUITS SETBAC� / / 9.2 / / GEOTHERMAL SYSTEMS. PROPOSED SEPTIC 5. PLANS HAVE BEEN REVIEWED BY HOLY CROSS ELECTRIC FOR ROUTING, SPLICE ( FIELD. 10 ROWS ® 92'. VAULT AND TRANSFORMER REQUIREMENTS. A SECOND 4" ELECTRIC CONDUIT " I FROM THE POLE/VAULT TO THE TRANSFORMER TO ALLOW FOR POSSIBLE / SQ Q�5 �� PROPOSED 2 COPPER I / / / / / Y 3-PHASE SERVICE IN THE FUTURE WAS DECIDED AGAINST BY THE OWNER. WATER SERVICE FROM WELL. I I / 6. CONSULT SECURITY CONSULTANT FOR REQUIRED PULL BOX LOCATIONS AND N \ / INSPECTION PERC 1 / I SPACING. If ' `� Pis / PORTALS TYP. i / o ��GL 1 clQ P / ® / _ I ( ) �O / l l / \ 7. VERIFY WITH OWNER/ARCHITECT IF CONDUITS ARE REQUIRED FOR SATELLITE Q Q m ro \1 .� T\ / ®® / 68 --� \ / / / lc_ / TV SERVICE. 0 0 o ro rn / / Q 8. PHOTO VOLTAIC CONDUIT REQUIREMENTS ARE NOT KNOWN. O O O r- O 1 k00 / / �p 9. VERIFY WITH MEP AND SECURITY CONSULTANT FOR NUMBER AND SIZE OF o \ I I o 6 CoEXISTING WELL CASING. PROPOSED WELL \ / I ° / / -Z Q CONDUITS FOR BRIDGE GATE, SECURITY, HEAT TRACE AND PHOTO VOLTAIC w ww p ,_��/ / / A , , I / / / 2') ` CONDUITS. z z Y z / T I Sp �� POWER, WELL PUMP AND TELEMETRY. l I ° / / to CD 3 O w ( \ \ \ I� 1 PROVIDE NEW SAMPLE FOR WATER I \ / / I 10. WELL PUMP TO BE VFD (VARIABLE FREQUENCY DRIVE) AS SPECIFIED BY cn Q w m { �A � MONTROSE WATER FACTORY. w m = O Q TREATMENT DESIGN AFTER 72 HOUR � \ / PUMP RUN TIME. SEE NOTE #10 RE: VFD \ I _ / 1.3 11. THE PATIO AREA WATER FEATURE/ENHANCED DITCH HAS NOT BEEN REVIEWED o o O o \ :: / ® \ i ( WELL PUMP. ) / �- _ / BY AEI, AND AEI ASSUMES NO RESPONSIBILITY FOR ITS OPERATION OR ANY ' '�' J / ,�). OTHER IMPACTS IT MIGHT CAUSE. ® \ / ` WELL POWER. ( / / / / / 12. REFER TO UPDATED WETLANDS PERMIT FOR DISTURBANCES OTHER THAN THE / \ 8" TEE I I / BRIDGE. PROPOSED STANDPIPE / / 13. ROOF DRAINS TO BE SOLID PIPED WHEN INFORMATION IS AVAILABLE. DO NOT CONNAEICTION. RE RUN TO SUBDRAIN. ELECTRIC TO BUILDING I x e 1 I I RIDGE OUTLINE \ / // / ( T\ THESE PLANS ARE BASED ON DESIGN '� \'-`� -MATCHINE , \'Ly \ / �� INFORMATION PROVIDED ON JULY 11, 2011. / � � 7 0.. � I / ANY REVISIONS MADE BEYOND THIS DATE N \ ARE AT YOUR OWN RISK. + + + + + + + + + + + + + + + + + + + + + + + + + + \ PROVIDE TEST EXCAVATION IN loll �- + + + + + + + + + + �, + + + + + + + + ; ♦ + + + + / PROPOSED PH01�6�IN PROPANE TANKS. SEE _ / ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ /♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦/♦ CONDUIT GAS NOTES SHEET C4.4 ♦+ + + + + + �� + + + + + + + + + + \\ JULY TO OBTAIN BETTER _� ♦ ♦ ♦ ♦ ♦ ♦ ♦ �r ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ " ♦ ♦ ♦ ♦ ♦ ♦ ♦� ♦ ♦ ♦/♦ ♦ ./ ♦ / 2-1 PROPOSED + + I + + + + + �' ` \ •� GROUNDWATER DESIGN DATA. / � - ,✓♦ ♦ ♦ ♦ ♦ ♦ �1�4'' HOLY CRASS ♦ ♦ ♦� ♦ �/♦ ♦� / CONDUITS FOR GATE v ELECTRIC CONDWITs+ + + + + + + + + + + " AND SECURITY / ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ (1)2" SERVICE To • • •_ % HD °o 74 \ "� ♦ ♦ ♦ ♦ {2)f SCHE +40 •PHONE PI�QPAW PRAJ TO / R SETBACKS - • .F +R�Et 2500 GALLON SEPTIC 1 48 C.3 C4.3 SHEET C3 a_ 00I PE �'"pPFT E R llol SE '- \ E� 4" HOLY CROSS -ONE 2" cwi z cwi � \/ / / / op/� �LECTRIC CONDUIT PROVIDE 5: W 5:\ / / / \ PWjS�� PINS SEPARA w z m w 4' ROUND SPLICE / i / 0 /��Q'� PWSPWS o N (7)z VAULT (UM30R�- / / % / Q /� �� ? = o aLd /N 000eQz� zQO' �w 0 ' ��� --�_�� 3 zo 0' o a o owo yV Vow Uw ! CONIC OR- % sF / l FUTURE WATER SERVICE w w Q m r X TRASH? / �� / _ + TO BARN. ALIGNMENT o o w = N a � \ SHOWN S AS SUGGESTED + z 1` kI o o coo o = BY EAG�OUNTY. o ¢ w w v THROUGH - + N i 00 \ WINGWALL WITH MESH o 0 - 00 Lo € CONCRETE d + Q a ix = oIL ----MARK,, END OF 2" APRON IF % ONE 2 PHONE CONDUIT \ a o c� N SCREEN ON END. a o x •• SOURCE GAS CONDUIT REQUIRED. ��{y + PROVIDE MINIMUM 12 13Lm R WITH CARSONITE STD �. OI • SEPARATION TO ELECTRIC. N `` a a - PROVIDE MINIMUM 1% o \ 7860 SLOPE AWAY FROM VAULT. AND 3htgARKER. - J I I 4" HOLY CROSS ELECTRIC CONDUIT woo 78 // /FUTURE WATER SERVICE �850 7850 TO BARN. ALIGNMENTwool / \ - I- SHOWN IS AS SUGGESTED \.00/ 7I44 MW as a BY EAGLE COUNTY. 1 a. END WATER SERVICE OUTSIDE OF �91 I a i" APPROACH SLAB. CAP AND MARK. 7840 � NOTE: a BEGIN WATER SERVICE PROFILE. SEE BRIDGE PLANS FOR CONDUIT w - _ HANGER DETAILS. a. GATE READER AND OR KEYPAD WITH KNOX BOXSC \ EMATIC + + + + + FOR FIRE DEPT ACCESS. ENTRY GATE _ + + • PROVIDE ELECTRIC HEAT TRACE DATUM ELEV + • SERVICE FOR BARN 7830.00 ✓ WATER SERVICE HEAT INSULATION, CONTROL SCHEMATIC GATE READER a' + PANEL ETC BY OTHERS, AND OR KEYPAD / TRACE ACROSS BRIDGE. / 1 PROPOSED 2 - 1" CONDUITS ` PROVIDE CAPS OR MANHOLE �n FOR GATE AND SECURITY Y ^S AT ENDS OF RCP. TYPICAL OF I PROPOSED AIR REL A 4' ROUND SPLICE VAULT LAKE CREEK -HEAT TRACE, INSULATION AND _ CONTROL PANEL BY OTHERS. XISTING BRIDGE PROPOSED GRADE EXISTING GROUND 7' MIN. COVER J 2" P RECORE WATER SERVICE TO BARN APPROXIMATE CONSTRUCTION QUANTITIES FORCEMAIN: APPROX. 230' + 160' = 390' OF 2" SCHED 40 PVC PIPE. MANIFOLD: APPROX. 125' OF 2" SCHED 40 PVC PIPE. LATERALS: 970' OF 2" SCHED 40 PVC PIPE. ORIFICES: 16 3/16" ORIFICES PER LATERAL (160 TOTAL). DRILLED AT 5-9" O.C. PER DETAIL. DRILL LAST ORIFICE ON BOTTOM OF PIPE. CHAMBERS: 230 QUICK 4 STANDARD INFILTRATOR UNITS AND 20 ENDCAPS. NOTES: 1. ALL PIPE TO BE SCHEDULE 40 PVC. 2. SOLVENT WELD PIPE JOINTS PER MANUFACTURER'S RECOMMENDATIONS. 3. SCARIFY BOTTOM OF TRENCH WITH A HAND RAKE. 4. DOSING PIPE PERFORATIONS TO BE UNIFORMLY DRILLED. PROVIDE 3/16" DIAMETER SEE STANDPIPE PROFILE HOLES AT LOCATIONS PER DETAIL WITH PERPENDICULAR PENETRATIONS. REMOVE DEBRIS ON SHEET C4. FOR AND SHAVINGS TO PROVIDE CLEAN HOLES. PROFILE CONTINU 4TION 5. INFILTRATOR UNITS AND END CAPS ARE TO BE FASTENED WITH SHEET ROCK SCREWS. 6. CONTRACTOR SHALL KEEP TRAFFIC OFF OF FIELD DURING CONSTRUCTION. 7. PROTECT PIPE FROM FOREIGN MATERIAL INCLUDING DEBRIS, SOIL, PVC SHAVINGS, ETC. 8. THE FLUSHING LINE IS TO REMOVE MINIMAL DEBRIS FROM DOSING LINES. 9. THE LINE WILL BE FLUSHED UPON COMPLETION (PRIOR TO USE) AND THEN CAPPED. 1% MIN WATER SERVICE PROFILE � � CID n o HORIZ: 1 "=20' CT; 06 o Lo Ln � VERT. 1"=10' 00 00 00 00 00 TO PRO 50' \ VALVE AND 2 x2 BOX a \ (UM30R). I 0+00 ANKS. TAIN IT OWNE S IN + - CONCRETE APRON \+\ 12" RCP BETWEEN 6' o CT10 R DE + + + + + DIAMETER CONCRETE S REQ TO -• �' • • • N \\ + • MANHOLES \ + \ Y. BEDDING ER >. . . . + + . . MANUFACTURER.. . . . TIC . TIC ECURITY \�° \ . NK (BACKWASH).. . . . . \ \\ PERFORATED RIGID + + + + + + + -RIM :7855.23 + + + + ERA �\\ \ SDR35 PVC (TYP). • • • • • • • ` INV'IN• `7849.63 • • • • • • • \ \ ` \ `� SEE DETAIL B/C4.1 z o 4.4 • •.7•p . •. •.\ •. •. •. •. •�. •• RFFOP SE.63. . . . . . . . \�~\ M A J w TSTATION*SEE Q EC�4, N O wNKS, �w o = o wCn .4- a"t wC4.2. BE AE vETC LLON . `. .� `...`. .`.fir+.`. �oE•. .`.`. `.`.+. `.+.•.+.`�. `.� �' A FIRE DELIVERY SYSTEM. WW +W� +W +W c4 4 y \ + + + + + + + + + + + + + + + + + + + + + °' \ \ PROVIDE TEST EXCAVATION IN o N o o 0 0 0 0 \r ` ` ` ` ` ` ` ` ` ` \ \ oo \\ . ♦ . `+ ♦ .•' . I '�. `. + -_ •2�4" HD_ . . • . .\ . y°o• \ - 4 G.F �zJULY TO OBTAIN BETTER ow oao o "1 (L�aGROUNDWATER DESIGN DATA, a v i i i o7 48 2500 GALLON SEPTIC �° \ 1; RCp 0 TANK (DOMESTIC). _ 9 + 7870 RIM :7855.91 7 5p "� 3 �F, 4g• \ INV IN: 7849.90 Ds RCP o INV OUT: 7849.65 -` • + W + n os 0+00 `8 RCp C.O. 0 `. • + • 7850 sp 0- I 7860EMERGENCY/o+ • P�� 55 0 J 0 STORA� a • • • • " HDPE + / pgS2�`- C.O. \ . . . . . S S� S5� P 5 / . . . . PE PE 6 . . . . . . PE _�� 8" SCHED 40' • • • • • • • • • • • • • • • • PGS PGS PGS E �'�"` < 4 . . . . . . . . . . • . . . . . . �. PGS pE p PVC • INSULAM WATER SERVICE• • • • • 0 � \ pE H N . . . .P�ROPQS'� . . . 'A pp�G �QT. . . . . STANDPIPES W1TH� . 7850 - - _ PCs PE PE Q� \ CULVER.T-CRO5a .�,� . . .VENT AND EOTI IERMAL SYSTEM RE: -MEP - PCsPE PGS �� 2" PURECOREI + + + + + + �- • MANHOLE ACCESS` • AX FOOTPRINT 22.5' x 260' ( STANDPIPE DRAIN • • • • • • - DRAIN VALVE. S E + + + + + + + + +\+ + + + + tin. - . . . . . . NOTED: o DETAIL A/C4.1 m c:, O , . . . . . . . . . . . . . . . . Z r\ *I)-- STANDPIPE5'CONNECW0N' 'IHIFf • • • • • • • • • • • v \ `100' OF, tTORAGE/STAUH6..A • + ` • + • + • • ` + , . . . . . . . . . . . . DETAIL A/C4.1� . . `.-.`. .-• `n PWS _ 5. 9 �? y/C�, zz� . . . . . . . . . � . . . . . . . . . .\ . ao s SD WS u 4 . . . . . . . . . . . . . . . . . . . . . r SP S PW \ Q �\ . . . . . . . . . \. . . . . . . �. +�+�+�+�+++�++ 0+00 IMUM SEPARATION TWEEN STANDPIPE S�H' SQ STANDPIPE, 8" D.I.P. OR 10" DR9 • • • • • • • • • • • \• • • • • GEOTHERMAL. GEOTHERMAL IN Q�S HDPE/PE4710: 8.2" I.D. OR 8t C 900 . ` . ` . , ` . . ` ` . C SEWER ROAD RE: sp PVC (PRESSURE CLASS 235) \ + + + + + + + + + + + . . . . . . . . . . . . . G N N 00 r cn % DOMESTIC MECHANICAL PLANS IF STANDPIPE IS D.I.P. INSTALL \ BACKWASH. MEGALUGS AND THRUST BLOCKS. `� ` ` ` ` ` ` ` ` HI LOAD 60 RIGID" . . . . . . . . . . . 2" PURECORE WATER `\ ` �\ INSULATION AND POLY E, 8" D.I.P. OR 10" DR9 60INT TRENCH WATER SERVICE TO BARN ISO INSULATION RE: ' , \ /PE4710: 8.2" I.D. OR 8" SERVICE TO BARN WITH + + + + + + + + STANDPIPE. XO ` \ ` ` \� ` ` ` ` �` M2.2 AND ROAD (PRESSURE CLASS 235) O PROPOSED ELECTRIC CROSSING DETAIL SERVICE AND PHONE 1 SEPTIC PUMP VAULT \ \ \ • ��� • • • URECORE OR 2" DR 13.5 (161 ss ORKING PRESSURE), 2.0" I.D. \ PROVIDE 4 SCHED 40-_PVC SLEEVE AND INSULATE PVC WATER SERVICE TO BARN LIGHTING RE: ARCH. \ FORECEMAINS FOR 10' PAST EITHER SIDE OF \ + + + + TYPICAL. LIGHTING RE: '0� GEOTHERMAL SYSTEM. PROVIDE 2" RIGID HI -LOAD 60 ARCH. TYPICAL. SEE ss INSULATION ON BOTTOM AND SIDES OF TRENCH, SEE \ \ A-4.3 4MR MIZZ,�^ TWO 2" SCHED 40 PVC I \A �/ y, FORECEMAINS sass 0��� ' \ \ \ \ SEE SEPTIC NOTES l SHEET C4.2 BALL VALVE. SEE°s _ SHEET C4.3 / MIN 1% SLOB li \ Y \ o \ \ SOIL PROFILE MIN. ? 12 � Or I O X 4" SCHED 40 PVC SERIAL \ 0� O � \ \ \ OVERFLOW PIPES. a Q \ �, \ EXIT/ENTER FROM TOP END Ir o PERC 3 � \ \ OR TOP SIDE OF END CAPS. n \ \ Q U I i? N I p Ass END JOINT INFILTRATOR UNITS TO FOLLOW EXISTING GRADE. I I N \ FORCEMAIN PROFILE 10' (25' RADIUS) MAXIMUM DEFLECTION IN UNITS PER MANUFACTURER. MIN RADIUS SHOWN = 48.5'. PERC 2 U /N PROPOSED SEPTIC FIELD. 10 ROWS ® 92'. \ \ \ INSPECTION /PERC 1 v \\ ,�� \ PORTALS (TYP.) - • ��O / / Oct:o j / ` o » o �69,7 / / / / 2 \ mc ACCESS FOR DOSE PIPE J FLUSHING, TYP. SEE DETAIL • o I / \ 4" SCHED 40 PVC INSPECTION PORT PER SECTION A -A al7G OUTLINE 02, I 4" SCHED 40 PVC OVERFLOW J PIPE FROM END CAP. EXIT FROM TOP SIDE OF END CAP. ACCESS FOR DOSE PIPE FLUSH, TYP. GRAPHIC SHEET C4.2. TWO PER ROW. ABSORBTION FIELD DETAIL APPROX SCALE: 1"=10' EXISTING GRADE AT EXISTING GROUND. 1+00 0 w z JLj �s W �� Lo ± N Q w N 2' COVER c~n o 2" COVER OVER MANIFOLD PIPES D FORCEMAIN WHERE LESS THAN 5.5' COVER. 5.5' MIN COVER 1% SLOPE TO LIFT STAl1 -ION PROPOSED INVERT ELEVATION. DATUM ELEV r O r co r 00 1 +00 TWO 2" SCHEDULE 40 PVC TO EACH 2-j" SCHEDULE 40 ABSORPTION FIELD. PVC TO RESPECTIVE ABSORPTION FIELD PER PLAN. JOINT SEWER FORCEMAIN PROFILE HORIZ: 1 "=20' VERT. 1 "=10' 5 ROw5 0 SIXTEEN 3/16" ►.>QiZ�] 2+00 2+25.99 1' MIN, 2' MAX COVE11-OVER UNITS INFILTRATORS, BOTTOM OF TRENCH IS LEVEL. 1% SLOPE TO LIFT I 1% SLOPE FIELD STATION (MIN.) PERFORATIONS AT 5-9"- O.C. PER DETAIL.- - - - - - TYPICAL ALL ROWS. LAST PERFORATION 4' FACES DOWN. - - - - 48" TYP. 3 0 -1i KEEP PIPE NETWORK J - w FREE OF DEBRIS. 2" SCHED 40 PVC LATERAL. SUPPORT PIPE WITH ZIP TIES PER INFILTRATOR RECOMMENDATIONS. NOTE: ONLY HALF OF TOTAL FIELD SHOWN DENOTES MIN 1% MINIMUM SLOPE 12 QUICK 4 STANDARD INFILTRATOR N.T.S. (23 REQUIRED EACH TRENCH) FORCEMAIN ROAD CROSSING INSULATION DETAIL N.T.S. 92' -16 HOLES ® 5.75' O.C. ® 2" SCHED 40 PVC. ALL OTHER HOLES UP (12: LAST HOLE DOWN (6:00), ONE PER LATERAL STEEL SPLASH PLATE LATERAL PERFORATION DETAIL N.T.S. 4" SCHED 40 PVC FEMALE THREADED ADAPTER WITH MALE THREADED CAP. 2-1/2" SCHEDULE 40 2" POLY ISO INSULATION AND DIRECT BURY JACKET RE: M2.2. 4" SCHEDULE 40 PVC SLEEVE. 2" HI -LOAD 60 INSULATION ON BOTTOM AND SIDES OF TRENCH/PIPES. 3/16" DIAMETER HOLE, TYP. EAST JORDAN IRON WORKS 2" SCHED 40 8555-10" VALVE BOX PVC DOSING PIPE 6800 5 1 /4" DROP LID MARKED SEWER 2i� (Ic { w cn ii 90' BEND -J 2" SCHED 40 PVC SECURE DOSING PIPE WITH ZIP TIES PER INFILTRATOR m Q � O VALVE BOX WITH 2-" RECOMMENDATIONS SCHED 40 PVC BALL SERIAL OVERFLOW THROUGH VALVE. (NORMALLY TOP SIDE OF INFILTRATOR CLOSED). TO BE OPENED ACCESS FOR DOSE PIPE FLUSHING DETAIL WHEN COTTAGE IS CONSTRUCTED AND IS N.T.S. ON-LINE. 2" SCHEDULE 40 PVC MANIFOLD. PROVIDE 2" INSULATION OVER ALL MANIFOLD PIPES. 4" SCHED 40 SERIAL SECURE DOSING PIPE WITH OVERFLOW S DE OF INFILTRATOR TOPEND CAPS. RECOMMENDATIONS 2" SCHEDULE 40 PVC FORCEMAIN FROM LIFT STATION. ACCESS FOR DOSE PIPE FLUSHING DETAIL N.T.S. NOTE: THESE PLANS ARE BASED ON DESIGN INFORMATION PROVIDED ON JULY 11, 2011. ANY REVISIONS MADE BEYOND THIS DATE ARE AT YOUR OWN RISK. W a_ w m U m cn Q m cn J Lj- z Q z o w m w z cn w:::) w m � Q cnm cn m z (.D V) cn O Z LLJ m z W U O U O ~ LL_ F7- > Q O J J O a- w m m D m w m cDmMDmcn 0 o o o 0 0 Ld N N N N N N \ \ \ \ \ \ Q N O N N o0 Ln Ln O r­ � r,- 0 O O O O O Z O N O Q Q 17 O O O ro Ln 0 0 0 r- O 0 Q w w o Z Z Y Z CID � U LW (n Q W p� Li m = O Q 0 0 U -7) 0 SHEET C 4.3 u r e z 0 �70 /j 7870 e z o x \ / _ wQ� o w0 LL o0 w —.——._,_",—• ----- _ J wog OVERHEAD HOLY CROSS I I I W No / ELECTRIC POWER'tsOLE. LINE y 00 z �Q DOWN TO 4' ROUE m ED DH 1/ - -_- I z a m EDH _ / / EXISTING OVERHEAD I W w e PROPERTY LINE _ _ \, PROPERTY LINE H- "I�HONE�� -� _ t OH / EDH pP,J• uuIePoI y / / , • \G��/�R \ \ EDH / EDH �y N PCB z.• �P — �� °" �j 2s DIRECT BURY PHONE. • / - , \ /\ / Q Inv 55.\ 4„ HOLY CROSS - JOINT TRENCH WITH / / -✓✓/I, „fit;°n ELECTRIC CONDUIT = ELECTRIC, PROVIDE � / /PW PWS MINIMUM 12" SEPARATION. / � � l • • �� . / i • ' / / ��� � �� � - — EXISTING OVERHEAD ' � �\ _ _ _ - ELECTRIC °PP / Q i Inv / � \ FUTURE WATER SERVICE • � � � / \� � � �+— � � TO BARN. ALIGNMENT / SHOWN IS AS SUGGESTED • \ �' . ' �+ \� \ BY EAGLE COUNTY. — _ + IRECT BURY PHONE. w 10000, �� _/ • • / JOINT TRENCH WITH EXISTING OVERHEAD — / • • ` ELECTRIC, PROVIDE MINIMUM 12 SEPARATION. PHONE _ do a . Q /` ` 4" HOLY CROSS / / - - - —/ _ .4 e ELECTRIC CONDUIT �- / + 7850 � . , / ' • PROPOSED WATER 0- \�SERVICE TO BARN /8FUTURE WATER SERVICE \ \ SO a a i TO BARN. ALIGNMENT \ SHOWN IS AS SUGGESTED \ \ \ 7844 _ BY EAGLE COUNTY. I — _ LAKE R _ W / "\ i - a' END WATER SERVICE _ a OUTSIDE OF APPROACH — w SLAB. CAP AND MARK. I — a - — / . a ! / GATE READER AND OR a KEYPAD WITH KNOX BOX \ I _ SCHEMATIC • �• FOR FIRE DEPT ACCESS. ENTRY GATE LAKE CREEK • • - / �"�� / �- \ • • SCHEMATIC GATE READER AND OR \ / _ / // + + • KEYPAD �.7p + 4' ROUND SPLICE VAULT wr acL PROPOSED 3 - 2" �- . . . . . • + . + + • + + \ + • . • CONDUITS FOR-fA7E� \ . • . �✓ • + • �✓. • . \\ • • AND SECURITY + �. .�. . . . . . . . . . . y . . . ALTERNATE PIPE AND FIRE o- 1 . . . . . . . . . . . . . . . . . PUMPING �EA. . . ./. . • . • • . . +�. + • • o O 12 > - ♦ ♦ v • ♦ ♦ ♦ ♦ + W v ♦ f e 9' + ♦ + ♦ ♦ ♦ + + r' e + + e • ♦ e r' + + r' e + r' e + + • ♦ ♦ + RCP BETWE NFPA FIRE 1 ` BAILEY DITCH TO BE PIPED TO PROVIDE 10' \ ` ` ` ` j ` ` ` \ ` ` ` SIA�C ` `� ` ` ` \ - �p MANHOLES DELIVERY SYSTE . . . . . . . + SETBACK FROM SEPTIC TANKS. OBTAIN +,t. / 840 /++•++•++••�.�\-.- .++.•.+.�. ✓.�.•.+. J✓.�.•/ +�. .� •.�. . PERMISSION FROM DITCH OWNERS IN +`•+ �'+•+•+•+`•� `••✓ +++•+++++�+++•+•+++•+�++ •+ Los ,+ M l0000l WRITING PRIOR TO CONSTRUCTION. PROVIDE / ` ` ` ` ` ` ` ` ` ` �` ` ` ` ` ` / ` ` ` ` ` j ` ` CONCRETE COLLARS AS REQUIRED TO • + • • + • v + • /+ • + • • + + v + • . • • + • + • • • • + + • • + • • + • • • • v + / COUNTERACT PIPE BUOYANCY. BEDDING PER . �, . . 1/ . . . . -o + . PROPOSED \ PIPE MANUFACTURER. + + I �+ + + + + \ + LAKE CREEK INFILTRATION GALLERY 1 , PROPOSED PHONE IN / / / ✓ ACK CONDUIT o- e 75' HIGHWATE 4" HOLY CROSS _ \ 70 - - - - • • • • • • • • • • • • • • • • • • • • • • - ELECTRIC CONDUIT 1500 GALLON SEPTIC PROP�O ED SEPTIC` LI W N 38 t.F " �.F ^" • + I l 3-2" PROPOSED CONDUITS TANK (BACKWASH). RIM +a50 RCp • •� + + ✓. + + + + + + + + + + • + / PROPANE TANK FOR GATE AND SECURITY - ELEV55.25 STATION.' SEE SCH �A - _� • $p SP ` CP + + \ J l / DETAIL SHEET C4: alwn 2500 GALLON SEPTIC ` ` SHADED AREA _ (DOMESTIC). PROPOSED BOULDER- + + _ Sp �6 + . + + . • • • . • . TANK DOMESTIC . RIM w . + + • . + / + • + + • + + • + • + • + PROPOSE 2 PHONE / REPRESENTS SNOWMELTED A WALL TO SCREEN a R J --4- " ELEVo 7856.25 �I + + + a cp / • • • • •PUMP• ONTROL"P�pEL• • • • 4 HOLY CROSS / WAY EXTENTS. C4 PUMPXNT �- ;85D + Sp • • • • • •/ .�. �O O �.dUr p��ELECTRIC CONDUIT FUTURE TW a a -- \ -7 m BEDROOM _ �® S PROPOSED E CTRIC a ` ` ` ` ` _ ` ` ` ` ` w • . • • �tiY ! . / / �-� -off rn--- O O Ps �' + • • + PROPOSED -• . + • / % ` i / . • / — OTTAGE Pg�� PS S1 PS St —tsars SERVICE AND ONE TO STANDPIPES 1IiIT1F' �\ + �' . + + . + + + + SEPTIC PUM AULT / \ . . + . +�. . + - ..•i \\ \ • • • . . • . PE PE PE PE '� - VENT AND El on c°t s� ♦ ♦ ♦ ♦ ♦ ♦ V' O` ♦ ♦ elv El 7 \ / . . . . ✓ . . . / ` P 51 00 PE PE PE �� PC MANHOLE, AGGCESS.pp PC . FE / ! • • • • • • • • / / - P1 �p � PE ' o PE �00 � PC Q 1 r� • • • • • • • • • \ • \ d t .� . . . j - �- --- sus BPS ��H -�/- / \ _ E� \ INSULA T�I . . + . . . .� / PE ssz—s 51 PE - _ ` PE P SERVICE AND . . . . . '�. . +�./;• • . ! �. Q Q �- PE - PE �� \ a� , STANDPIPE AT . • . . • . + . . . . . . �+ / / --� `\ �•� / ` . • + • . + . . // r /� _ \ CULVERT CR0§51IjG` co • . • • v • v • • • • + CL ....ICI � 'SI•`... F'�� r � � +' + + + ♦ + ♦ + ♦ + + • + + 'Y + + + 'Y + \ / ROPOSEI�l Sp ' ti c3 . �, / TRANSFORMER / `Sp''pxc a s +/---- -- ---- - - -- ® �— SP SamSPP SP PW� SP �S� ++++•.�+++•.+++•�v\ •.++•••�++••.+�i ♦++•\ \ � / 1v �LECTRIC METER S ` \ �''\� ' ` $p yij. + + • -,,AT BUI ING jO a ,� \ / Sp _ STANDPIPE TO BE q� • • • • • • • • • • • • • • • PROPOSED STANDPIPE �``' \\ I CONNECTION Q ? ��� Sp C4 GEOTHERMAL IN ROAD P / MEGALUGGED AND SF� + • + • + • • + • \ ` iL ; �� RE: MECHANICAL �� HAVE THRUST qc� \ . • . . . . • . +� + + + LEGEND \ \ / r Sp p.Ns 10 MINIMUM SEPARATION BLOCKS. + + + + + + + + + + + + BETWEEN STANDPIPE PLANS \ �gs•� S s �. Spp \ / GEOTHERMAL. � � + + + + + + + \ PE PE PROPOSED ELECTRIC ./ PES PES PROPOSED ELECTRIC SERVICE .�� 4" SCHD 40 PVC SEWER + • + • + • \ \ w /S 9 \ SERVICES ® 2.0%. DOMESTIC " + + + + + + + + + PPH PPH PROPOSED PHONE �� ,-----r- STANDPIPE, 8 �+ _ 18' EFFLUENT AND BACKWASH. DOMESTIC EFFLUENT TO SEPTIC STANDPIPE PROPOSED DRY S£PnC DlTDH i12g� D.I.P. ®1000 GPM - \\ + + + • + • • PSS1 PSS1 . . . TANK 1 S`f� \ • . \ BACKWASH (R/0, MULTIMEDIA, JOINT TRENCH WATER • . . + • + + ` + ` • PSS PSS2 SOFTENER, AIR/IRON) TO SEPTIC SERVICE TO BARN WITH ,o NOTE: VERIFY WATER SERVICE SIZE AND TYPE WITH \ • �• • • TANK 2 \ ) \ �\ WATER�EAT -�' \ — , ; STANDPIPE. ss MECHANICAL ENGINEER. \ . • .\+ . • . • PSS PS PROPOSED FORCE MAIN SEWER TO _ \ 880 �� RETURN-P-UMP SYS 1 1 , , ASSUMING 1800 LENGTH AND 30 GPM: \ \ + �\ + + ABSORPTION FIELD \ P-7 70 �- gg7` ++'� a /- \� / ( ) \ \ + + + SP SP PROPOSED DRY STANDPIPE Albi-� _- " / 20PSI HEAD LOSS W 2" TYPE K •1. 96"-I.D. ` ` ` ` \\\ �Xi �i/ PG— PG PROPOSED GAS 7 PSI HEAD LOSS W,-2.5" TYPE K (2.43"). + + `O " �� \ . �� \ . • . + . • . PWS PWS PROPOSED WATER SERVICE 1 \ 6 TEE • . . • P \ \ \ \ \ • • • PC PC PROPOSED CONDUITS PROPOSED GEOTHERMAL SYSTEM RE: MECHANICAL PVC FORECEMAIN /\ PROPOSED FIRE DEPARTMENT . .41 qQ� \ \ \ \ • _..- WATER TURE� \ \ \ �` \ \ \ lJ CONNECTION �'' \t} • , RETURN PUMP SYSTEM \ SEE SEPTIC NOTES r. �,• 4 ^ \\ �O SEE INITIAL EXCAVATION PLAN AND \ NEXT SHEET GEO•�N� ' \ ❑ PROPOSED ELECTRIC SPLICE VAULT SECTION FOR CONSTRUCTION OF \ .�G 9 \ \ STANDPIPE ALONG SHORING WALL / ' I �g 1� 5o scPAC & \ \ PROPOSED POWER POLE o o nD \ \ PROPOSED PROPANE TANK \ \ I \ �V o 0 0 0 0 PROPOSED PHONE PEDESTAL " 1 a4 ,3" 5 BEDROO ��� l \ �J MAIN HOU V,�,� :� — — — c► \ \ ❑ z \ % � A? MIN. J Y ` \ \ T PROPOSED TRANSFORMER or E '^� � I l ?� � _\` � \ ❑ ❑M PROPOSED ELECTRIC METER ICED I \ \ \ Q PROPOSED SEPTIC PUMP CONTROL 7885 �,' °� % I - - O• o- \ I a a ` \ O O \ YE �_ ,_ ,�_� � PROPOSED SEPTIC � I \ PROPOSED SEPTIC TANK cm � FIELD. 9 ROWS ® 100 . I r, ;� �\ \ \ , - , OJ • I \ ? in PROPOSED SEPTIC PUMP VAULT Spy • • I I 1 \ I- • I I \ 1 INSPECTION \� \ T\ - PORTALS (TYP.) �75' I r`�EBA I 7 PROP6SED SANDPIP \ / CONNECTION \ \ \ t- L 7 F. i Sp N � • �/ f I I Sp O. 1��0 ' � /� •� I I I WELL POWER AND Well TELEMETRY • I 68 PROPOSE WATER SERVICE - WELL LOCATION 6" TEE POSED STANDPIPE \ I I I NECTION 1 ► / RIDGE OUTLINE \ i OF INFILTRATOR UNITS TO FOLLOW EXISTING GRADE. 10' (25' RADIUS) MAXIMUM DEFLECTION IN UNITS PER MANUFACTURER. MIN RADIUS SHOWN = 53.5'. GRAPHIC SCALE W. w w w ry U cn Q w z 0 z Q z c� o z c o > Q w 0:� 0:� 0 0 fIN \ Q o� Ln 0 0 z NOTES: 1. STANDPIPE LOCATIONS TO BE REVIEWED BY FIRE PROTECTION o CONSULTANT. 2. FUTURE COTTAGE TO HAVE 50' SEPARATION FROM MAIN RESIDENCE FOR Q Q w FIRE STORAGE CALCULATIONS. o 3. FIRE PROTECTION CONSULTANT TO VERIFY SEPARATION REQUIREMENTS o ww BETWEEN BUILDING AND PROPANE TANKS. z p CID z 3:U z Li 4. SEE MECHANICAL PLANS FOR DETAILS REGARDING SNOWMELT AND cn � _ mU Q GEOTHERMAL SYSTEMS. w 0 0 U 0 5. PLAN TO BE REVIEWED BY HOLY CROSS ELECTRIC FOR ROUTING, SPLICE VAULT AND TRANSFORMER REQUIREMENTS. 6. CONSULT SECURITY CONSULTANT FOR REQUIRED PULL BOX LOCATIONS AND SPACING. 7. NUMBER AND SIZE OF PROPANE TANKS PER MECHANICAL ENGINEER. SHEET C3 D SCALD: r-W �m O Y M LLJ 0 0 O_ Qr �w _ a rn = J C) U z W\ Q W\ Q N I— Aa f N j O O W O O Z UI W m W U <w O N O � O C. O 3 U Z Z O Q Z CD W r7 W Y Q Q Q O C\O O Z G co .3 _z N �f \ 0-1 O LLJ poN ai U L/ O �W O ON a Wz H� (n W Lfi 3 Q O L/� J 1� Y'^^/ N J Q U Q > ~ Q I Z N Z Ln 30 03 � ' Q Lo pfp> 0 J W N j W xO O (� QO KY Of W O co = W Q ~ m OOf ~ HLd W > > J 7 N g W 0 8555 10 T &555]01 EAST JORDAN IRON WORKS CL 35 MADE IN USA PVMI Lt I F-VA) (,Vef(o4ofela'6r ) I,flq/rc BOx 4q Cor, ypir• z Q w W J LL 0 io E �7 E 10 E CD C4 n In.^. —0) ao u M7 Qom/ 0 io E E °m �E u C, N J z 0 L r m E W n N a w `° O 1Nf/LTyAjze ✓/r/T, w 0 z w a O 4�Pvc 1mspct- ` 'P,oFy7t c, 2500 Gal. Two Compartment Septic Tank • Monolithic tank P, meets ASTM-C- 1227 Spec. for water and waste- water structures. • Butyl rubber seal- Inlet ant meets Fed. Spec. SS-8-210A. !Provided with tank) • All plumbing shown in diagram is4'SDR35. (Provided with tank) NOW N. r S. SECTION 4' Push Saar Gasket typ ica son Concrete or heavy duly polyethylene riser system Outlet 6r4i 6" 5T' Part # Capacities Approximate Weights (gallons! A 1 B Tank Lid Baffle Wall Total POA-000-325 i470 98D 11,890Ibs 6,400lbs 1.150Ibs 18.440Ibs ��w� �ghf DOMESTIC TANK Front Range Precast Concrete, Inc. 5439 N. Foothills Highway. Boulder. Colorado 803D2 Phony (303) 442-3207 • WOO) 783.3207 • Fax i3031442-3209 www.1Ixx.00m RETURN TO ORIGINAL GRADE AFTER INSTALLATION OF INFILTRATORS. INFILTRATOR SYSTEMS INC. QUICK4 STANDARD CHAMBER DETAIL NOT TO SCALE 3' 1500 Gal. Two Compartment F Septic Tank • Monolithic tank meets PLAN ASTM-C-1227 Spec. forwater and waste- water structures. • Butyl rubber seal- ant meets Fed. Spec. SS-S-21 OA. (Provided with tank) • All plumbing shown in diagram is 4" SDR 35. (Provided with tank) Mole: N. T S. F Wat+errrghr Front Range Precast Cancrele, Inc. 5439 N. Foothlas Highway, Boulder, Colorado 80302 Phone (3031442-3207 . (800) 783-3207. Fax (303) 442.3209 www.f Ixx.com 1 % MINIMUM SLOPE 6' MIN. 3' Inlet 1W-2" Concrete or hoavy duly SECTION polyethylene riser system 4 Push Seal Gasket typical 55" Outlet 6" 12" 52" Part # Capacities Iga[lonsl A B Approximate Weights Tank Lid Baffle Wall Total PGA-000-256 920 615 9.615Ibs 3,900Ilb, I'll 10lbs 14.625lbs 1,500 GAL 3" HS40 RIGID INSULATION WHERE LESS THAN 3' OF COVER INSPECTION PORTALS AT EACH END OF ROWS. 1' ABOVE GRADE. 1' MIN. COVER 2' MAX. COVER 6' MIN. Operation of Effluent Filters Effluent filters retain particle solids in the tank. protecting drain fields from clog -up and extend- Ing absorbtlon field life. Effluent filters work by using gravity to force effluent th ro ug h a screened filtering surface. Larger particles are detained and shed to the bottom of the tank. Biological colonies form on the filtering surface. trapping and decomposing even smaller particles. Total suspended solids at the effluent outlet are greatly reduoed. Free -flowing effluent filters need little maintenance; permanent washable filter cartridges are constructed of PVC and Polyethylene. inart to deterioration in waste water. 411 4 241" 000 0 DC C0 4" 4" Small Large Jumbo MCO-000-208 MCO-000-207 WCO-000 22f Wit. At. i.S. )USE EFFLUENT FILTER Front Range Precast Concrete, Inc. 5439 N. Foothills Highway, Boulder, Colorado 80302 PhorM (303) 4423207 • (800} 783.3207 - Fax (SM, 442.3209 wwwJixx.com TRENCH BACKFILL TRENCH WIDTH IN .NA I 4" SCHD 40 PVC 3' INSULATION DETAIL NOT TO SCALE EXISTING GRADE 6' MIN. 3' COMPACTED 3/4" SCREENED ROCK COMPACTED BEDDING MATERIAL SECTION A —A THRU INFILTRATOR (QUICK"4" STANDARD CHAMBERS) 9 ROWS OF 25 UNITS PER ROW (4 shown) APPROX SCALE: 1"=3' 2" FLE) INSULA AROUND BAI AND ( SECT 2" F STYROF INSULA STEPS ON OPPOSITE SIDE OF SEPT'^ TANK L oe" oiklr n. nnvro SEPTIC TANK ACCESS DETAIL Approx Scale: 1''=3' 6' STEEL FENCE POST PAINT TOP 1' OF POST RED PLUG AND CAP, BACKFILL & COMPACT TO SPECIFICATIONS 4" PVC COMPACTED 3/4" SCREENED ROCK \ / FLOW ?a"' KAANIHOLE RING :R AETER L\i\iLIV TRIC MANHOLE FOR ACCESS CV (2) 22-1 /2' ELBOWS OR 45° BEND 'SEWER LINE, SEE ' WYE WITH 45° ELBOW PLAN FOR SIZE (ALL BELL FITTINGS) SANITARY SEWER DETAIL BELL TYPE PLUG, WHERE REQUIRED NOT TO SCALE J Q W (n 0 W W U W Q J Q W ry w n w ry U IY (n Q ry L� Z Z to Q Z (3 O Z (n p 5; Q W ry O N Q Ln O O N d7 Q Q 17 O O O r-) Lr� r- O � Q w w O Z Z Y Z CD 3 U LW (n Q W pD w lz = p Q 0 0 U 0 d SHEET C 4.1 ""o. �r �+ WELL CONMUCT10N AND TEST REPORT STATE OF COLORADO, OFFICE OF THE STATE ENGINEER For Office Use only a�cEtvEo , AN. 302008 eA sr TE s ctta t• WELL PEWIT NUMBER 275731 2 OWNER NAME(S) Gorsuch fjanch Family Limited Partnership Mailing Address 263 East Gore Creek City, St. Zip Yai 1 . CO _�1657 P Phone( ) 970-476-2294 3. WELL LOCATION AS DRILLED: ED• NW 1/4 SW i/4, Sec. 20 Twp. 5 S Range 82 W DISTANCES FROM SEC. LINES_ Eagle County, 6th P.M. 1464 tL from South Sec. line. and 1190 R from West Sec. line. OR knomi�+f---purcrweair SUBDIVISION: LOT —BLOCK FIUNG(UNri) STREET ADDRESS AT WELL LOCATION: 4. GROUND SURFACE ELEVATION ft. DRILLING DATE COMPLETED NnvPmhPr TOTAL DEPTH S GEOLOGIC LOG: Depth Dw*6on of Materiel (rypa, She. Cow, Water Location) METHOD rotary _ft. DEPTH COMPLETED & HOLE DIAM. (h) From (1t) To (ft) q —_6.3_ 7. PLAIN CASING OD fin) Kind Wall Size From(ft) To(ft) 7 ct PPl ,2,11 Z_ <tPPI ,941 _ Fn PERF. CASING: Screen Slot Size: 1 /uYa _7 StPPI .211 q_ n to An fast - hnulrfa , anci grauPlc 6n to n7 feet - gray_ch',l, Water at �q feet ti FILTER PACK: Material Size Interval 9. PACKER PLACEMENT: Type Depth 10. GROUTING RECORD: Material Amoum Density Interval Placement roment fin gaj Fi to 1 1n to 'iS rnrrrPd REMARKS: 1 DISINFECTION: Type cloror. Amt. used 1.5 cups 12 WELL TEST DATA; 0 Check box I Test Data is submitted on Form No. GWS 39 Supplemental Well Test, TESTING METHOD air Static Level 39 - tL Date/Time measured November 8, 2007 Production Rate 15 gpm. Pumping level ft. Mite/Time measured Test length (hrs2 Remarks 3. 1 have read the statements made herein .end know the corrierds thereof, and that they are true to my knowledge. (Pursuam to Section 24 4A04 (13)I C.R.S., the making of false statamenu Msein constitutes perjury In the second degree and is punish" as a ohm 1 misdemeanor.] CONTRACTOR Golden Ecile Drilling Corp. Phone(__�370-668-3564 Uc.No. 1440 MailingAddressP.O. Box 475 Frisco 0 80 Name/Titia (Please type or prim) Lloyd Mahaffey, driller Signature M ACZ Laboratories, Inc. Zancanella & Associates ACZ Sample ID: L66340-01 Project ID: Date Sampled: 1111510714:00 Sample ID: Date Received: 11116107 `h 4f 6 LA IlC C Sample Matrix: Drinking Water whe✓--5yr6 +4ev7CA-C'rferf Cyanide, total Total Recoverable Digestion Total Recoverable Digestion Metals Analysis Parameter M335.4 - Manual Distillation M200.2 ICP M200.21CP-MS EPA Method Result Qual XQ Units ( I y £ I+� MDL PQL 11/26/07 8:49 11/20/07 16:50 11/21/0711:52 Date aml nek msh Analyst Aluminum, total M200.7 ICP ,Q MCL. 2!�n 0.25 ' mg/L 0.03 0.2 11/221010:58 wfg recoverable Antimony, total M200.8 ICP-MS U mg/L 0.0004 0.002 11/28/076:10 msh recoverable Arsenic, total M200.8 ICP-MS U mg/L 0.0005 0.001 11/26/07 14:20 msh recoverable Barium, total M200.7 ICP 2 0.070 ' mg/L 0.003 0.02 11/22/07 0:58 wfg recoverable Beryllium, total M200.7 ICP U mg/L 0.002 0.01 11/22/07 0:58 wfg recoverable Cadmium, total M200.7 ICP U mg/L 0.005 0.02 11/27/07 5:41 djt recoverable Calcium, dissolved M200.7 ICP 91.0 ' mg/L 0.2 1 11/26/07 23:56 djt Chromium, total M200.7 ICP U mg/L 0.01 0.05 11/291072:22 erf recoverable Copper, total M200.7 ICP U mg/L 0.01 0.05 11/22/07 0:58 wfg recoverable lion, total recoverable M200.7 ICP , 7 iNCI 2N P 0.35 ` mg/L 0.02 0.05 11/22/07 0:58 wfg Lead, total recoverable M200.8 ICP-MS O1 E5 AC L- 0.0033 mg/L 0.0001 0.0005 11/28/076:10 msh Magnesium, dissolved M200.71CP 37.1 ` mg/L 0.2 1 11/26/07 23:56 d# Manganese, total M200.7 ICP -b 5MCl- zuto 0.012 B mg/L 0.005 0.03 11/27/07 5:41 djt recoverable Mercury, total M245.1 CVAA U mg/L 0.0002 0.001 12/03/07 20:53 aeh/gme Nickel, total M200.7 ICP U mg/L 0.01 0.05 11/27/07 5:41 djt recoverable Selenium, total M200.8 ICP-MS 0.0024 mg/L 0.0001 0.0005 11/26/07 14:20 msh recoverable Silver, total recoverable M200.8 ICP-MS U ' mglL 5E-05 0.0003 11/26/07 14:20 msh Sodium, dissolved M200.7 ICP 12.1 mg/L 0.3 2 11/26/07 23:56 djt Thallium, total M200.8 ICP-MS U mg/L 0.0001 0.0005 11/26/07 14:20 msh recoverable Uranium, total M200.8 ICP-MS 0.0040 mg/L 0.0001 0.0005 11/26/07 14:20 msh recoverable Zinc, total recoverable M200.7 ICP U mg/L 0.01 0.05 11/27/07 5:41 djt REPIN.02.06.05.01 Please refer to Qualifier Reports for details. L66340: Page of21 ^LmmL Laboratories, Inc. 277.1 nnw hill nrivp .Rrpnmhnat Snrinna Cr) RndR71ROM 33d. Fd04 Zancanella & Associates Project ID: Sample ID: BRONFMAN Wet Chemistry ACZ Sample ID: Date Sampled: Date Received: Sample Matrix: L66340-01 11115107 14:00 11116107 Drinking Water rF1Ali)rd r:]-991 4,el,.4 kesurt aua At rrin4 N.IL sFlL rF-1e aRYiy i, Alkalinity as CaCO3 SM23208 - Titration Bicarbonate as 331 mg/L 2 20 11/20/07 0:00 Icp CaCO3 Carbonate as CaCO3 U mg/L 2 20 11/20/07 0:00 Icp Hydroxide as CaCO3 U mg/L 2 20 11/20/07 0:00 Icp Total Alkalinity 331 mg/L 2 20 11/20/07 0:00 Icp Chloride 325.2 / SM4500CI-E 16 mg/L 1 5 12/04/07 13:14 mis Conductivity @25C 120.1 / SM25106 754 umhos/cm 1 10 11/20/07 15:56 Icp Corrosivity (calc.) SM 2330 - CaCO3 SI No Temp SI Unit 12/10/07 0:00 calc Cyanide, total M335.4 - Colorimetric w/ distillation U mg/L 0.005 0.03 11/26/07 16:01 aml Fluoride SM450OF-C 0.1 B mg/L 0.1 0.5 11/2910716:02 cas Hardness as CaCO3 SM23408 - Calculation 380 mg/L 1 7 12/10/07 0:00 calc Lab Filtration SM 3030 B ` 11/20/07 8:48 Izg Lab Filtration & SM 3030 B M Ck ` 11/26/07 10:50 jab Acidification MsI 1 Nitrate as N, dissolved Calculation: NO3NO2 minus NO2 10 0.09 B mg/L 0.02 0.1 12/10/07 0:00 calc Nitrate/Nitrite as N, M353.2 - Automated Cadmium 0.09 B ` mg/L 0.02 0.1 11/16/07 18:46 pjb dissolved Reduction Nitrite as N, dissolved M353.2 -Automated Cadmium U • mg/L 0.01 0.05 11/16/07 18:46 pjb Reduction pH (lab) 150.1 / SM4500H+ B pH 8.0 H units 0.1 0.1 11/20/07 0:00 Icp pH measured at 25.0 • C 0.1 0.1 11/20/07 0:00 Icp Residue, Filterable 160.11 SM2540C 370 • mg/L 10 20 11/20/07 11:34 ear (TDS) @180C Sulfate SM4500 SO4-D 40 B • mg/L 10 50 11/26/07 8:47 ear REPIN.02.06.05.01 • Please refer to Qualifier Reports for details. 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WoUbdoifa ------------ Ile , Wl 0.' . 0• • 68 NSPECTION PORTAL 7g \ \ \ \ /r • • I� v�Mr F t\ \ \ \ .� * \ i ,_ 5D la E a a 0 0 cei M 0 N M 3 v, J U) N O O O r) 0 w U F z 04 04 // 7870 C x I \ \ _ z wob- W • OVERHEAD HOL CROSS N� M �/ I I I NAM / EOH J I �\ ELECTRIC POWER1OLE. LINE z �Q EOH �/ / // --OOWf�O 4' ROUNN -SRUC)=dW mo rn / EOH EO \ j(AU6T�UtuT30R). , I I Of o / /_� EOH _ EXISTING OVERHEAD W PROPERTY LINE _ �__ __ __ __ __ __ _ __ __ \, __ __ __ PROPERTY LINE __ _tom__ e7H \ _ •PHONE�` _/ w� 77" "000le PE � \ EOH / / \ / / �� / � / iPPH P_ pRPE 0 / 4 HOLY CROSS / J ?0'/ Q / / � � /�� \ / -ONE 2" PHONE CONDO ./ / � . ELECTRIC CONDUIT PROVIDE MINIMUM-1 / PW Pws SEPARA11ON TO ELECTRIC. / 4' ROUND SPLICE • - - - - - - / / i PWS PWS • ... I VAULT (UM30R� - �- j / % / Q� � % \ \ • 00000, • _ EXISTING OVERHEAD / • . /� �_ _ 1 < _ _ ELECTRIC . • • • f� Inv CPP L /� "] + SP\ / ' + -� V TUICE WATER SERVICE TO BARN. ALIGNMENT \ SHOWN IS AS SUGGESTED _ -CONCRETE G BY EAGLE COUNTY. • �(AARK END OF 2" APRON IIEF � ONE 2" PHONE CONDUIT w \ EXISTING OVERHEAD • ' SOURCE GAS CONDUIT PROVIDE MINIMUM 12 \ PHONE ss2 WITH CARSONITE POST : , : SEPARATION TO ELECTRIC. Junip,r -�' AI ►Zlf -MARKER. �- - _ - �: �v •/� - 4" HOLY CROSS • - -00' / / - a ELECTRIC CONDUIT \ o � - moo. �. \ PROPOSED WATER - - - I -� 7$ // / - + FUTURE WATER SERVICE �BSo SERVICE TO BARN f /� _ _ � - / a a TO BARN. ALIGNMENT \ �r/ I SHOWN IS AS SUGGESTED / \ 784�' - BY EAGLE COUNTY. ow-01 w AID a a 3 END WATER SERVICE OUTSIDE OF \ _ _ _ _ _ _ - - - _ LA' \ �� '®`' / \ a APPROACH SLAB. CAP AND MARK. 00- 785oy NOTE: BEGIN WATER SERVICE PROFILE.\ � - � �� - � SEE BRIDGE PLANS FOR CONDUIT a GATE READER AND OR HANGER DETAILS. _ a KEYPAD WITH KNOX BOX \ SCHEMATIC 3 ! a FOR FIRE DEPT ACCESS. O ENTRY GATE Wa PROVIDE ELECTRIC HEAT TRACE, SERVICE FOR BARN INSULATION, CONTROL - LAKE CREEK WATER SERVICE HEAT U - / � , SCHEMA11C GATE READER + + PANEL. ETC BY OTHERS. I � � � � AND OR KEYPAD a. + TRACE ACROSS BRIDGE. I PROPOSED 2 - 1" CONDUITS / - - FOR GATE AND SECURITY eipo - _ / ��� \ \ / / / _ _ - - ��/�. \\ I _ _ _ + ` • ` ` • `. . PROPOSED AIR RELEASE l as / ` I 4' ROUND SPLICE VAULT VALVE AND 2 x2 BOX a • \ (UM30R).�z CONCRETE APRON ✓ . . . . . . . . . . . . . . �. . . . .�✓ . . . . . . / TIC + °o- + + + + + 5000 GALLON GREASE TRAP WITH + + + 11C �SCAMERAECURITY + + + + NO BAFFLES. PROVIDE HS-20 .T NK OXCIZW US 'CAMERA ;, LOADING. •� .� .�. r. *RIM, :785S.23 \ i / INV IN: 7849.63 If4V OUT: 78.49.49 • . + + + + + + + Z " i W + + + + TWO 18 SDR35 PVC O o- PROPOSED INFILTRATION GALLERY. + + + + + + + + + +�• .� + + - + + + + + + + + + + + PROP$Eb.St@1iC �I + + + + FROM MANHOLES TOvv- FIELD DESIGN GALLERY AREA TO •1 ' n + + + + :r+ + + 4ADD+1- COND T TO F1H ESP L + . ......... SEE NOTES ON SHEET C4. + + + + • + + • + . . + . STATION *SEE SHEET . . . . . . VAULT. GENERATE 1200 GPM. U J /+ . . . . . . . . . . . . . . . . .REGARDING PROPANE TAN + +� . . . . . . . . . . . . . • + • • + \\ U 4 HOLY CROSS CATHODIC PROTECTION W . �� a + \ . + . .+ + C4.2. BE • • . 7�IN . + . . • + J ..... ............... ....... O / �840 + + �, + + + + ,/+ + + + + + + + .+ + + + _ ELECTRIC CONDUIT SIX 1,000 GALLON • • + + + + + PROFILE, + + + • + + • + + �, + + + TWO 4' MANHOLES WITH . PROPOSED PHONE 1N PROPANE TANKS. SEE \ \ c Q SLIDE GATE FOR + �• + + + + + + + +.% + + + / CONDUIT GAS NOTES SHEET C4.4+++� + :+ + + .�.+++ �+ ++ +++.+++++. ++.�.+++. \ / + +. U MAINTENANCE AND DRINKING WATER MATERIALS: • + • ♦ + • + ♦ • /♦ • + ♦ ♦ + • + + • • • r/ • • • • • • • • • • ! • • • �• • • % EXTEND 2" COOM ELECTRIC " • �• • �/ • • • • • • • • s BACKWASH. 1 + + + + + + + + 2-1 PROPOSED + + + • + 3 NOTE: MATERIALS FOR DRINKING W "01 METER FOR FUTURE o, o PROPOSED STA DPIPE HOLY b8dS,SS CONDUITS FOR GATE STUB GAS -TO- - WATER PIPE WERE REQUESTED BY THE / + + + + + .✓+ ELECTRIC CONDYIT>�+ + + +' + LEC Ifs SERVICE TO COTTAGE. _ + + \ t1+ WITH VENT. O / + + � + + � + + � /+ • ���" + + � / � AND SECURITY Fll1L1RE COTTAGE � •�-+� � \ � \ + � �- OWNER. NO MATERIAL SUBSTITUTIONS {) p pie WATER SERVICE TO _ 2500 GALLON SEPTIC �"� ARE ALLOWED. • 2 2" 8 +40 "PHONE* • ;��'IPVMCOI�E J ` FUTURE COTTAGE 75' HIGHWAY S�� ACK \ 1 ` ` ` ` ` ` ` ` ` o TANK(DOMESTIC).- + + +AND WRWCE+TO► SEP ) + ✓+ + +� + PROPANE RIM : 7855.91 7 5p `� I • �U J + Qp►€��' �- INV IN: 7849.90 �MERGEN �+ Os •� a BL�MBING TANK AN •/� PUMP CONTROL PANEL • • • • �✓ �'' / PLANS. EC MEP R RE: BED' UNKOWN o INV OUT: 7849.65 " 0 + O CRUSHED ROCK GREATER THAN 5 WITH UTO DIALER'.NV. ` ` ` J' ` OSED GAS SIZE 4 \ ` `_�\ �s o + + pj + + • CROP _ �`nI AMERIGAS. \� 4" SUBDRAIN FROM + E, \ NOTE: TRANSFORMER, METER, + + PROPOSED PHONE* • • • • TO BUI�G-E PG S 0 0+0 WET AREA AT • �' o LEI SPLICE PEDESTAL, PUMP CONTROL + + + S` + + + + /+/ / -�v� M o Q P \ + + + + I C.O. o STANDPIPE PANEL AND PHONE PEDESTAL TO • • • • e • • • • • o / / EDRpO A 4 i 0 _ I a + + • + • + • + \ BE AS CLOSE TO WALL AS ` ` ` ` ` ` ` ` ' B 4. PG 400 RESPECTIVE UTILITY COMPANIES + + + + + + + + + + GQl 1+ �-- \ + + • + + M + + + 12 Wllli aC, 4�=E Y ALLOW. CONTRACTOR TO + +/ + + +/ + + + / s2-®pys P m - . + . . . . . TWO 6' DIAMETER P -PERFORATED - • • • • • v \ PP - • • • • • • / COORDINATE WITH UTILITIES. PROPOSED + 8 r P pE PE g6» \� ACCEPTABLE TO DIl`6k�Ot11 1F. �,t \\ MANHOLES. SEE DE IL SHEET C4.1 M +TRANSFORMER +� C4• \ S� PE 8 PE 8 SCHED 40 / • • • • • PER PROJECT OWNER' $ "?y9`-11"' ' �� w / / 1 �ri p ' P �p�gG_� PGS PGs Pcs PGs PE PVC Q �, c�� ` ITT J TE WATER SERVICE � � • • • � • __- - W � pE S Sty � f� Q Q � • � L�► • • • • • • • / . • • . ,� . + / ./ - H PP P a /� pry 1 60 ►'Gs PE / - ND- STANDPIPE AT . . . . . .\. �� d / HOCY CROSS���S�E,�C DARY • • //•00 / PE G PPS ��/ CULVERT CROSSING. • • • • • • • • • • ' L \ ` ` W • .�3W`�•7""i bq)t + G% PE 1 FOSS / P� _ _ I PE GS 2" PURECORE . . . . . . + + . + . . 'A x 260 v `PGs o STANDPIPE D AIN • • • • • • • • • • • • • �' ' .� . \ �,� ` + ` + ` + >�* ` . ` ! • P 1� Q`ta �' P�E - �p o GEOTHERMARINT 22 5� RE: MEP s P , .. i '� � P- MAX FOOTP �' f DRAIN VALVE. = zSl' +•�•+•+•+•+•�•�•+•�•�•••. •••••� LEGEND '� -` /► r PE 8 d' / NOTED: _ o \ ! i �sn" o DETAIL A/C4. , \ \ • ' • + • / ,� C ` � �� _ �, STANDP CONNEeTioN t-w-r IIK • • • • • • • • • • + + PE PE PROPOSED ELECTRIC ti 100' §TORAGE/STAW1 .A14. PES PEs PROPOSED ELECTRIC SERVICE S GAS CO DUI �� - DETAIL AfC4.1 • • •• • • • • • • • • PPH PPH PROPOSED PHONE �� _ ,, \ / ` ` ` ` ` ` ` ` ` ` ` ` ` ` ` DOMESTIC EFFLUENT TO SEPTIC m /� / �•�CN WI'�i CARSONITE PO T \ / ? �/ H P a ! INSTALL PHONE PULL S• TANK 1 AND 3M MAR R. p 5 0 ®,. � \2�zS. gg4 VAULT/HANDHOLE. / � + � + � + + + + + � • + � + � \ + � ` + ` + ` � ` + ` \+ PSS1 PSS1 BACKWASH (R/0, MULTIMEDIA, C.O. FS PE 3+0 \Ag,� •+•+•+•+•+•+•+•+•+ +•+•+•+•+•+•+• F _ r „ 3P� \ q + • + + • + + • + PSS PSS SOFTENER, AIR/IRON) TO SEPTIC �\ \-�PROPOSED�ELECIRIC \ a�-6 "-sPeV� 2+00 // ��Q TANK 2 \ ` ` METER --RE: ARCM FOR • v 0, ! �,4 SF + + \ �- �ICLOSURE,B�TAILS. _'�._� �P 6 �� 2 \�q \ + + + + + + •� + + PSS PSS PROPOSED FORCE MAIN SEWER TO °' C ABSORPTION FIELD �7861 i a € fop A 10 MINIMUM SEPARATION " " /r + + + + + + + + + \+ • \ / GAS ENTRY TO «, I I Cq,4 BETWEEN STANDPIPE , STANDPIPE, 8 D.I.P. ORy "DR9 + • + + • \ SP SP PROPOSED DRY STANDPIPE / BUILDING RE: MECH SHADE 'AREA- I i GEOTHERMAL. GEOTHERMAL IN HDPE/RE4710: 8.2 I.D. OR 8� 900 DS DS PROPOSED STANDPIPE DRAIN \ T E� \ - / o REPRESENTs SNOW! LTED 1 3 € ` \,� \ /� AND ARCH. �o i vl ; 4" SCHD 40 PVC SEWER ROAD RE: PVC (PRESSURE CLASS 235) + + + + + + + PG PG PROPOSED GAS N� IR AEI OI�'D.FI G \ DRIVEWAY NTs. v IF STANDPIPE IS D.I.P. INSTALL Pws Pws PROPOSED WATER SERVICE \ �---� � --�j860- � � ; =3 � a 18 SERVICES ®2.0%. DOMESTIC MECHANICAL PLANS �+ + .. + .. .. + PRIr D TANDPIPE PROPOSED DRY S£P Gp EFFLUENT AND BACKWASH. MEGALUGS AND THRUST -BLOCKS. . �c . + + . . • AN�C�O�D�ffdA�\I C�N1� - \ / - - - TION. �' n STANDPIPE Ac vita CI - _ 2" PURECORE WATER �\ ` •1' ' + ` • ` ` + PC PC PROPOSED CONDUITS H E �, • \ \ �- / k0�8q STANDPIPE, 8" D.I.P. OR 10" DR9 JOINT TRENCH WATER SERVICE TO BARN ' , \ + + + + PGS PGS PROPOSED 2 SOURCE GAS CONDUIT FZS NOTE: -CONFECT-SPA D!?,J_N TQ �`- Ck " " SERVICE TO BARN WITH - - -� - \ `b a LIGHTING RE: ARCH. NQeE/PE4710: 8.2 I.D. OR 8 x - \ + • PROPOSED GEOTHERMAL SYSTEM t061D SUBDRAIN kSEEf`z _ / �y�� - o- a STANDPIPE. o \ \ \ ) SUBDRAIN PLAN). N-1`/R ENHANCED- DITeM -�` - / P s TYPICAL. SEE A-4.3 C-900 PVC (PRESSURE CLASS 235) O PROPOSED ELECTRIC \ + + . + + RE: MECHANICAL ' r- SERVICE AND PHONE TO + + +\ W + + + PROPOSED FIRE DEPARTMENT 88C \ \ \ �T'OA�UND PEO-SEP� D All RC'TkiRN--RUMP S�l(S �l � � � �` \ � �\ SEPTIC PUMP VAULT \ \ �\ Q� "P ` ` `J CONNECTION �0 \ �/-7 70 - ] \ 2 PURECORE OR 2 DR 13.5 (161 PROVIDE 4 SCHED 40 PVC SLEEVE AND INSULATE PVC �• \ + . . /E�AR1TylENT REGULi► S. r / a " " ` ` ` � �/ `. � PSI WORKING PRESSURE), 2.0 I.D. WATER SERVICE TO BARN LIGHTING RE: ARCH. \ FORECEMAINS FOR 10' PAST EITHER SIDE OF \ \ + + + ®Q PROPOSED ELECTRIC SPLICE VAULT \\ \ 72 ,� /� • co 9 TYPICAL. LIGHTING RE: 'Os GEOTHERMAL SYSTEM. PROVIDE 2" RIGID HI -LOAD 60 I P (2) 1" LIGHTING CONDUITS. SEE ` 0 ARCH. TYPICAL. SEE sN INSULATION ON BOTTOM AND SIDES OF TRENCH, SEE \ + + + + + . + PROPOSED POWER POLE A-4.3 FOR LIGHTING LOCATION �y A-4.3 . + + V) " VLI TWO 2" SCHED 40 PVC I \\ . ` `• z PHONE TOCONDUIT COTTAGE. FUTURE FORECEMAINS �PJ./ ;\ \ \ � PROPOSED PROPANE TANK � ., FOR WINDOW 8 TEE � \ O I P PROPOSED PHONE PEDESTAL 0 Ito \ / DRAIN AND / \ �� " SEE SEPTIC NOTES ,�� \ O $P �Q o CONNEt�TIONS. �� (( 8� \ PURECORE WATER SERVICE TO FUTURE \ / SHEET C4.2 BALL VALVE. SEE S�%� I \ \ \ \ �T PROPOSED TRANSFORMER - \ \ :.� - \ C TTAGE. IF CONNECTED TO BARN WATER \ / \ \ ,• \\'� �!� \ SERVICE PROVIDE VALVE ON COTTAGE LINE. _ _ _ SHEET C4.3 �� 1 \ \ Q z0 1 \ ❑M PROPOSED ELECTRIC METER V) J °t`. , ;= =s•� \ _ \ \ / MIN 1% SLOPE \ \ \ z Q g 0 ` / �� PROVIDE SLEEVES AND CONDUITS -TMP Ass I \ \ Q PROPOSED SEPTIC PUMP CONTROL o m ENHANCED DITCH i � _ SEE PIPE SHEAR - O O PROPOSED SEPTIC TANK z > c RETURN PUMP SYSTEM " ;>' / DETAIL C4.4 °' �/� \\ SE;CTIM FMCO STRUCTION OF �� AS NECESSARY FOR UN NOWN - _ \ V) w m I w co =11 STI4NDPI E ALONG SHORING WALL. ' \ cJi� \ \ cn cn � z w � v) z I ,;,; �\ FUTURE PONDS, FOUNT INS, ETC A - \ z _ cn o' CD cn 0 5 BEDROOM A\ � \ \ ss PROPOSED SEPTIC PUMP VAULT w O w U I ® \ \x " 6 I�1 \ \ 0 >- J 0 0 ' \ _ STANDPIPE 8 D.I.P. ® F1711 - I _'-- 1000 GPM OR 10 DR9 .• O w w - O Q / MAIN HOUS o HDPE E4710: 8.2 I.D. ` MIN. - (/ � \ \ w � � w w cn z + \ \ \ " NOTE: VERIFY ALL C N DU I T, SOIL PROFILE \ \ \ \ O C.O. PROPOSED SEWER CLEANOUT > _,, _ `' >' • U TI LI TI TY I N STALLATI�N S WITH R.A. I I I I As x00 \ \ w N N Q w p /\ I :: \ \ I I O o I 9 \ w w w SURVEYED EDGE OF WATER Q�,,,� `` �, , �.� o �i NELSON PRIOR TO�CONSTRUCTION. "�DpdQ • ,� >; Yy a a \ \ LIGHTING PER ARCHITECT DO4) "_yam t��` ZT� , 7884 f ,��� / c / PERC 3 0 0 0 0 0 0 0 0 �� \ N �Q I Ass 0 w N N N N N N N N r " i QV zv~i I END JOINT \ NOTES: < \\\\\\\\ _8 2 PURECORE WATER SERVICE TO BARN I I - 1. STANDPIPE LOCATIONS HAVE BEEN REVIEWED BY FIRE PROTECTION Q N `n 00 00 �'� o PROPOSED *\ • QQ �, Q� ® \ 1 € I \ FORCEMAIN PROFILE , / CONSULTANT. 0 \ \ \ \ \ \ \ STANDPIPE \ / � ® 1 1 INFILTRATOR UNITS TO FOLLOW EXISTING GRADE. I c� �O \ 2. VERIFY PROPANE TANK SPACING TO FUTURE COTTAGE WITH FIRE PROTECTION o 0 0 0 0 0 0 CONNECTION. ry >s • // » P 10• (25 RADIUS) MAXIMUM DEFLECTION IN UNITS Q v 1 �8� 6 2 ONE 1 PERC 2 u, � - 0" �„' CONSULTANT AND AMERIGAS (25' PER AMERIGAS). DETAIL B C4.1 84 ® " PER MANUFACTURER. MIN RADIUS SHOWN = 48.5. I co-) w 9 y 5 3. FIRE PROTECTION CONSULTANT TO VERIFY SEPARATION REQUIREMENTS f 4 ( 1. LIGHTING CONDUITS I i' \ 1 / I _ GR BETWEEN BUILDING AND PROPANE TANKS. PPH 1 » SECURITY/COMM 3ETBVA WELL / / / / / / I ! ^-� _ \ 4. SEE MECHANICAL PLANS FOR DETAILS REGARDING SNOWMELT AND z 00 rn U • \ ^ • _ �® (2) X P.V. CONDUITS \ , 9 " / 6 (?r✓`� G v '� GEOTHERMAL SYSTEMS. L`Q ® I \ / I PROPOSED SEPTIC / I I �` 5. PLANS HAVE BEEN REVIEWED BY HOLY CROSS ELECTRIC FOR ROUTING, SPLICE IAo/X / / FIELD. 10 ROWS ® 92'. / / 71.5 VAULT AND TRANSFORMER REQUIREMENTS. A SECOND 4" ELECTRIC CONDUIT " d \ FROM THE POLE/VAULT TO THE TRANSFORMER TO ALLOW FOR POSSIBLE PROPOSED 2 COPPER / Y 3-PHASE SERVICE IN THE FUTURE WAS DECIDED AGAINST BY THE OWNER. o 1 WATER SERVICE FROM WELL I \ v 6. CONSULT SECURITY CONSULTANT FOR REQUIRED PULL BOX LOCATIONS AND N ' -tic \ ,N� �, / � / i I INSPECTION /PERC 1 / / / a2 SPACING. rn y�- /T\ • 5Q PCs / - I PORTALS (TYP.) • �O i / / / O / 7. VERIFY WITH OWNER/ARCHITECT IF CONDUITS ARE REQUIRED FOR SATELLITE Q g w• i - TV SERVICE. o r� well I 68 68•} Q / 8. PHOTO VOLTAIC CONDUIT REQUIREMENTS ARE NOT KNOWN. �` O 9. VERIFY WITH MEP AND SECURITY CONSULTANT FOR NUMBER AND SIZE OF o 9 - - 6 5e XISTING WELL CASING. PROPCfSED WELL / / Q \ CONDUITS FOR BRIDGE GATE, SECURITY, HEAT TRACE AND PHOTO VOLTAIC w 0w o POWER, WELL PUMP AND TELEMETRY. , l I o �69.7 / / 2 CONDUITS. Z z u' Z �/ SP , I \ ° / / / 10. WELL PUMP TO BE VFD VARIABLE FREQUENCY DRIVE AS SPECIFIED BY cO ?' v w � �`1 \ � S,o � � � � PROVIDE NEW SAMPLE FOR WATER I o � / / ( ) � a w m � 88 i `b TREATMENT DESIGN AFTER 72 HOUR \ / MONTROSE WATER FACTORY. w � = O a T W�\� / / h \ h PUMP RUN TIME. SEE NOTE #10 RE: VFD \ - / \ 11. THE PATIO AREA WATER FEATURE/ENHANCED DITCH HAS WU BEEN REVIEWED 0 0 v o ( I WELL PUMP. ' �- 1 - \ / / / 3 BY AEI, AND AEI ASSUMES NO RESPONSIBILITY FOR ITS OPERATION OR ANY ?5`• J / .`/y 1 �87 OTHER IMPACTS IT MIGHT CAUSE. "'�� \ =• \ WELL POWER. ° / // / / 12. REFER TO UPDATED WETLANDS PERMIT FOR DISTURBANCES OTHER THAN THE 8" TEE ; / BRIDGE. PROPOSED STANDPIPE ( I / / \ 13. ROOF DRAINS TO BE SOLID PIPED WHEN INFORMATION IS AVAILABLE. DO � \ / RUN TO SUBDRAIN. 1 1 / RIDGE OUTLINE \ / / / �� SHEET ®®� / 1 '� - - CONNECTION. CTRIC TO BUILDING 1 I ` / t � T / / �,L\y� � DETAIL C f C4.1 R� MEP / I PTE: s T c.3 \ GRAPHIC SCALE C 3 y' \ I ea AGLE COUNTY REQUIRES ENGINEER'S MATC INE CERTIFICATION OF CONSTRUCTION PRIOR / EET C4.3 �� O 10 20 40 s0 TO OCCUPANCY. / //,70.// / \ I / / SCALESr-W a 2500 Gal. Two Compartment 1500 Gal. Two Compartment F_ Septic Tank F FL2V_ Septic Tank FW • Monolithic tank PLAN ' Monolithic tank meets PLAN meets ASTM-C- ASTM-C-1227 Spec. 1227 Spec. for for water and waste- water and waste- _ water structures- waterstructures. Inlet Outlet ► Butyl rubberseal Inlet Outlet Scum • Butyl rubber seal rram�' ant meats Fed. Spec. pv � ® I ant meets Fed- +Fp , C�-i SS-S-21 CA. (Provided $'-8" Cleaze Zone Spec. 55-5-21 DA. 6'-4" with tank) ;Provided with ........ .. --.- • ..... All plumbing shown in ._.. Sludge taflk) IIIII diagram Is 4• SO 35. • All plumbing I {Provided with tank} shown in diagram is4•SDR35. Operation of Effluent Filters Effluent filters retain particle solids in the tank, protecting drain fields from clog -lip and extend- ing absorbtlon field life. Effluent filters work by g gravity using ravi to force effluent through a screened filtering surface. er P Larg articles are detained and shed to the bottom of the tank. Biological colonies form on the filtering surface, trapping and decomposing even smaller particles. Total suspended solids at the effluent nutlet are greatly reduced. (Provided with tank) 13'-10" 10%2" 1 I Concrete or heavy duty h or eavyduty ConcreteFree-flowing polyethylene riser system effluent filters need little maintenance; permanent washable filter P Y hY sY SECTION of et iene riser stern SECTION cartridges are constructed of PVC and Polyethylene, inert to deterioration in waste water. 6" 4' Push Seal Fi+skeltyplrar 4' Push Seal GaSkettylreal 4' 12" a.. A 8 I g'.7 0" � 3.5" A B 6'-2" 4„ 44" 42n 60" 5 52" 000 o❑ o 0 0 a.. 4" 24" EAST JORDAN IRON WORKS Part# Capacities (gallons) A I B Approximate Weights Tank Lid I Baffle Wall Total PCA-000-325 1470 980 1 11,890 Ibs 5 400 Ibs 1.150 Ibs 18 440 lhs Noe: N. F.S. �w Ight DOMESTIC TANK Front Range Precast Concrete, Inc. 5439 N. Foothills Highway. Boulder, Colorado 60302 Phone {303)i "2-3207 • (800) 783-3207 • Fax {W3) 442-3209 www.flxx.com Nole R. T.S 4";J=4",� S. 1. 1080 FRAME AND 1040 TYPE A Small Large Jumbo SOLID COVER MARKED SEWER. MCO-000-208 MOD-000-207 W,0-000 221 PROVIDE GASKET SEAL COVERS. TYPICAL OF ALL ACCESSES ON rJnle N.Ts- USE BOTH TANKS. FL � � BACKWASH TANK EFFLUENT FILTER Watertight Watertr ht Front Range Precast Concrete, Inc. 1,500 GAL Front Range Precast Concrete, Inc. \ 5439 N. Foothills Highway. Boulder, Colorado 80302 6d39 N. Foothills Highway. Boulder, Colorado a0302 Phone )303) 4423207 ° (600) 783-3207 ° Fax )303) 442.3209 I Phone (303) 44.2.32A7 • (800) 783.3207 - Fax {309] 442.3209 www.flxx.wm www.flxx.com ':i�ITI!slTli ismi ii_iM PFCTION ••- QUICK4 STANDARD MULTIPORT END CAP 7-34"- 48" USE •- OUTLET FOR • • INFILTRATOR SYSTEMS INC. QUICK4 STANDARD CHAMBER DETAIL NOT TO SCALE Part # Capacities (gallons) A B Approximate Weights I Tank I Lid Baffle Wall Total PCA-000.256 920 615 9,615lbs 3.900lbs 1,110lbs 14,625lbs a, j/ TRENCH BACKFILL / 2" HS40 (UNDER ROAD) OR / HS20 (ELSEWHERE) RIGID INSULATION WHERE LESS THAN 4.5' OF COVER / COMPACTED 3/4 SCREENED ROCK COMPACTED BEDDING MATERIAL 4" SCHD 40 PVC. BACKWASH AND DOMESTIC GRAVITY SEWER INSULATION DETAIL NOT TO SCALE TRENCH WIDTH / 2" FLEXIBLE INSULATION AROUND BARREL AND CONE SECTIONS 2" RIGID STYROFOAM INSULATION STEPS ON OPPOSITE SIDE OF SEPTIC TANK L NOTE: PROVIDE SWING TIES, GPS COORDINATES, SURVEY COORDINATES AND PHOTO OF EACH SEPTIC TANK ACCESS POINT. SEPTIC TANK ACCESS DETAIL Approx Scale: 1 "=3' 7A"' r/Ar.UnI_E RING AND 'TER ECCENTRIC MANHOLE FOR ACCESS BURY LIDS UNDER 4" OF SOIL. L EAST JORDAN IRON WORKS SERIAL OVERFLOW EXISTING 8555-10" VALVE BOX INSPECTION PORTALS AT EACH PIPE. 1% SLOPE. 2" DOSING GRADE 6800 5 1/4" DROP LID MARKED SEWER END OF ROWS. COVER INSPECTION PIPE PORTALS AS SHOWN IN SEWER ' PLUG AND CAP---------],-. \ //\\//\\//� NOTE: PROVIDE SWING TIES, GPS MOUND 3" OF FILL 1 MIN. COVER\\ \� \, \,/�\/\\�\\/. CLEANOUT DETAIL. PROVIDE SAME ��� COORDINATES, SURVEY COORDINATES OVER INFILTRATOR 2 MAX. COVER BACKFILL &COMPACT �' \ \ \ \ AND PHOTO OF EACH SEWER CLEANOUT LOCATION INFORMATION. .�. DURING BACKFILL \ ;�.. / %j\/ / TO SPECIFICATIONS/\// LOCATION. TO SETTLEMENT. /�/ / /\/` /\\/\\/\\/��\/�\'`\ // \/\\ \ /�\\�/\�/.\/�/� /�// \\//\\/i. /� 4" PVC COMPACTED 3/4" SCREENED ROCK 2 22-1 2' ELBOWS \�/\\/,= \/ OR 45• BEND B ELL TYPE PLUG, WHERE REQUIRED \ 3' 6' 3' 6' 3' 6' 3' MIN. MIN. MIN. i SEWER LINE, SEE WYE WITH 45` ELBOW SECTION A -A THRU INFILTRATOR (QUICK"4" STANDARD CHAMBERS) PLAN FOR SIZE (ALL BELL FITTINGS) 10 ROWS OF 23 UNITS PER ROW (4 shown) APPROX SCALE: 1"=3' SEWER CLEANOUT DETAIL NOT TO SCALE x N 3 _jw CV 1-� (V N Y = J Z cfl zw zw w w iY zw m CID �ZIWaJCo0; W= W= U CCOOCD QYN�W Odw>O0*0 OUN 00 �(W O Wd W anW N PO r)0 0 00 r`afl W 0 W � _W= r`yU(n ui� JQ^� rn�Q00 ^ o^N No o o o J �ow ~0^ + N0 V wHw w wN + wN +P + O OY 0 DO 0 OCO N O 04 O000r, N0OH oa° do-0 a0 l O Cl- O lo 0Z O O fl O 0 lL 5 0 lLa-F d 00�j N m a3U W (cn a% (~( Naoalaa cn N N (nc (nc(n NN PROPOSED GRADE EXISTING GROUND RUN SEWER 7860 SERVICE OVER PLACE 4" SOIL - ------- ----- _ FOOTER. OVER MANHOLE. _ _ -------- - - - - - ---- - SEE DETAIL _ _ SHEET C4.2 266 L.F. 4 SCHE 40 PVC ®2.00% 0 TO LIFT STATION Y J vwi U_ ¢ PROVIDE 6' WIDE BY 3" PROVIDE 6' WIDE BY 3" 1500 GALLON 0 z a w = + -THICK OF RIGID INSULATION WHERE LESS PROPANE DRAIN PER THICK OF RIGID INSULATION WHERE LESS BACKWASH o = z a THAN 5' OF COVER PLUMBING PLANS THAN 5' OF COVER SEPTIC TANK U z Y 7840 w 0 I? O U d „ -ti PROPOSED SDR35 o U m N GRA E AT EXISTING PROPOSED IN RT ELEVATION PVC STORM SEWER. DATUM ELEV Z GROUND. I r OF SEWER SERVICE. INV :7851.81 7835.00 rri 00 r- JOINT SEWER (DOMESTIC AND BACKWASH) PROFILE � Ct ' ' ' HORIZ: 1"=20' �U) 000LO �� �� �� 00 U) VERT. 1"=10' �� �°° �� �� �� 0+00 1+00 //ice////�///.//�/ ° Q : 0 4" SCHED 40 PVC VENT. ° •e : CONNECT SEPTIC TANK Ld :a. MANHOLE TO VALVE MANHO E ° 0 , Z 4. Q .4 v PROPOSED 4' a. SEWER MANHOLE e4 ° FORM CONTINUOUS INVERT THROUGH ° MANHOLE X o. � e ° .. 4 PROPOSED SANITARY SEWER TO SEPTIC TANKS X SEPTIC TANK TIDEFLEX "CHECKMATE" PROPOSED SANITARY VALVE (SPECIFICALLY FOR SEWER TO SEPTIC TANKS SEWER SYSTEMS) TIDEFLEX CHECKMATE VALVE NOT TO SCALE . 2+00 4 vat FORM CONTINUOUS INVr"T e ea ' TIDEFLEX "CHECKMATE" VALVE (SPECIFICALL rno SEWER SY`. WARP INVERT PROVIDE ACC TO VALVE CL SECTION X-X GENERAL NOTES: 1. The precise inside diameter of the proposed I needed to order the Tideflex Valve, which instl LD III IU the pipe. 2. Provide direction of flow through the valve. If installed BASE VIEW PLAN in the MH inlet (as shown on this detail), it is a "Downstream Clamp" so that it can be removed. See Plan View for invert warping detail. to Ln eo i- 2+86.31 SEPTIC NOTES 1. Septic tanks should be designed for HS20 loading, if Intended to be driven on. 2. Provide Internal dosing piping inside Infiltration units. See pipe perforation detail. 3. The location of the absorption field/trenches must be surveyed/staked to insure the setbacks to the well and the irrigation ditch are correct. See plan for horizontal setbacks. 4. Use Infiltrator Brand, Quick 4 Standard Units. The infiltrator units are designed to bend 10 ', to follow contours and maintain N EM A 4X a consistent depth of cover. The infiltrator units shown on the plan are drawn at a maximum of half that, or 5 degrees. Follow contours with the layout of infiltrator rows. Junction B O X 5. The infiltrator "Quick 4 standard" units are to have 1 to 1.5 feet of cover over the top of the units. TO Pumps 6. An as -built drawing must be provided at the final inspection for final approval from the Health Department. 7. Compact sewer trenches to 85% standard proctor density, or per soils engineer's recommendations. 8. Provide risers on septic tank to finish grade. 9. Comply with all Eagle County and Colorado Department of Health regulations regarding septic system installation. 10. Provide inspection portals on infiltration units per Eagle County regulations - paint if required. 11. Provide a minimum of 5' horizontal distance between trees and sewer lines and septic tanks. 12. Provide 4' minimum cover or 2" rigid Styrofoam insulation and 2% minimum slope from building to septic tank. 13. Provide cleanouts at bends, 100' maximum spacing and 5' outside buildings. 14. Sewer line to be Schedule 40 PVC, maximum 45' bends. 15. The two force mains crossing the driveway are each to be sleeved with schedule 40 pvc pipe. 16. Provide 6' minimum between trench walls. 17. Install Infiltrator system per manufacturers recommendations and Eagle County Health Department requirements. Reserve 18. Do not begin sewer construction prior to notification of Alpine Engineering (Glenn Palmer 970-926-3373). The septic system is also to be inspected by Alpine Engineering prior to backfill; contact Glenn Palmer for this purpose as well. Inspection Stages (by Alpine Engineering): Float Switch a.Excavation of septic tanks and lift station vaults, after bedding, prior to setting vaults/tanks . b.Excavation of sewer and force main trenches, with pipes exposed, pipe bedding installed, prior to backfill. c. Excavation of first row of infiltrators, prior to installation of infiltrator units, with other 8 rows approximately staked for Pump Failure/Power excavation. 4.9 Off Bottom (45.72) d.Excavation of remaining infiltrator trenches, prior to backfill. Outage Emergency e.Dosing pipe, after perforations are provided, prior to covering. f. All infiltrator trenches after units have been installed , with interconnecting piping and force mains/dosing pipe installed. Range= 120 gal Alarm w / A u t o d i a I g.Lift station after pumps, piping, and float switches are installed. 18. Alpine Engineering recommends that the disposal field be seeded after installation of the subsurface disposal system. A good native grass cover will promote evapotranspiration from the field. Alpine recommends using a seed mix such as "Foothills Both Pumps On Pasture", or Prairie" mix available at local feed and seed stores. These mixes do not require irrigation and develop a growth 4.18' Off Bottom (45.0) 10 to 15 inches high. No automatic sprinkler system should be installed above the disposal field. 19. The Owner must realize an on site sewage disposal is considerably different from public sewer services. The Owner must be Range= 120 gal aware of and assume responsibility for continued maintenance of the system. Alpine recommends the pumping the septic + 40 al drain tanks at the end of the first year of use to monitor sludge accumulation and at a minimum of every two years afterwards. 9 Comply with Eagle County's maintenance schedule which may be more frequent. There are also daily considerations such as back not putting plastic or non -biodegradable material down the sewage disposal system. Also, water use must be carefully 1st Pump On monitored so toilets are not allowed to run when seals malfunction. To illustrate the point, it should be noted a running 2.84 Off Bottom (43.6) toilet will consume in excess of 1000 gallons per day. Excessive loading (such as from running toilets) will flood and irrevocably harm the system and stress the on site well. 20. Provide a minimum 10' separation between water and sewer lines or encase per Colorado Department of Health regulations. Range= 120 gal 21. Provide two (2) "swing" ties to sewer cleanouts, septic tank, and absorption trench corners to and from building comers as + 40 gal drain required by Eagle County for as-builts. back 22. Maintain the water softener, R/O and other water treatment systems so they operate per manufacturer's recommendations. PUMP 0 f f 23. The specific gravity of RO waste is higher than regular water, which will increase the buoyancy of solids within the septic 1.5' Off Bottom (42.3') tanks. For this reason, two separate tanks are proposed, on just for RO waste and water treatment backwash. This is also the reason for the filters on the septic tank outlets. The filters should be checked annually, cleaned and replaced as required. Ran e= 180 al 24. The water use is based upon the water treatment schematic provide by AEI in May 2011. Any changes to this schematic g g installation may change septic system assumptions and criteria, and damages resulting are not the responsibility of AEI. Weight 25. All backwash systems must be "demand based", they cannot be on a timer to run every night, regardless of building occupancy. 26. R/O quantity and septic design) is based on a central R 0 system which operates at 75% efficiency, 4 gallons = 3 gallons / q Y( P 9) / Ys P Y• 9 product; /waste. Under -sink R/O systems are less efficient (50%). 27. Provide effluent filter at the outlet in both septic tanks to retain particle solids in the tank, protecting drain fields from Bottom of Vault clog -up and extending absorption field life and then maintain annually. 28. If any of the house has gravity fed water, (not proposed) notify AEI immediately. This condition could send flow to the septic E I e v. = 40. 8' system with no power while the septic system needs power to operate. 29. A separate Electrical Permit is required for the septic system (and lift station). 30. Dosing pipe within the infiltrators is to be installed per Infiltrator recommendations and details: strapped to the top of units Vault- 4' X 4' x 1 2. 2' Inside clear to prevent movement. 31. Septic tank MH covers (risers) are not to be buried more than 8" below the ground. Obtain survey locates, swing ties, and provide dip covers (for metal detection). 32. The septic tanks should be initially pumped on an annual basis to determine expected pump frequency. Tanks should be pumped by a company that is a member of the National Association of Wastewater Transporters. The system should be maintained by a person who is knowledgeable in wastewater systems, and has similar or equal membership. LIFT STATION TELEMETRY 33. If rocks are encountered during the excavation of the absorption field, the resulting void area should be filled with a course, masonry sand: submit shop drawing for sand mix. NOT TO SCALE 34. The septic system design is based on 75 gallons per day (gpd) per person use, which assumes Low flow fixtures area used, and normal water usage. 6 bedrooms at 2 persons per br at 75 gallon per day at 150% PEAK FLOW RATE = 1350 gpd domestic water use. 35. The septic system design (and water treatment wastewater) is based upon a water sample taken prior to the placement of the well pump. It is highly recommended that a NEW water sample be taken AFTER the well has been run continuously for 3 days at 15 gpm. Water quality (and hence water treatment requirements and wastewater going to the septic system) can vary after the well has run for some time. Sometimes better quality is obtained, sometimes not. If the septic system fails, and a water sample was not taken as noted above, Alpine assumes no liability as to the design of the septic system. 36. No unusual domestic (high flow, or long duration) water uses are included in the septic system design, such as long showers, or shower heads over 1.5 gpm . 37. Leaky toilets, or any other leaky fixture adds water to the septic system, will cause the septic system to fail, which it is not designed for. 38. Frequent parties, or any other high use event, which would exceed 1350 gallons per day of domestic use , or any other high water use event, is not included in the septic system design, and could cause the septic system to fail. 39. The septic system design assumes that if water is to be provided at the Barn , it will be trucked, or otherwise delivered to the barn in a NON TREATED manner: prior to main house water treatment. A separate treatment system will be required at the barn. 40. The septic system assumes that the SPA is drained to a location that is satisfactory to the County (or any other applicable governing agency) and the spa is NOT drained to the septic system. The septic system design assumes that the spa is not re -filled more than twice per year, NOT filled concurrently with a domestic peak use (does not exceed 1823 gpd to the septic system). If the spa is 1000 gallons, this could add 350 gallons of water treatment waste to the septic system. 41. If the outside hose bibs are to be used for lawn watering, they should connect to the water line PRIOR to any water treatment. No outside watering, of any kind should be used with treated water. If a large number of inside plants are to be watered, it also needs to be UNTREATED water. PROPLIFT STATION NOTES STEPS BOX. WITH BILCO HATCH. CONCRETE 1. Effluent from the tanks will gravity drain to the lift station vault. The lift station will consist of 52.8 X n 52J a 4' by V by 10' high pre -cast concrete vault. The vault also provides emergency storage in ° case of power outage or pump failure. Excess storage can also be used for pump down -time ° during maintenance. The volume of excess storage exceeds the 24-hour maximum expected 4.A 4.00' flow. A vent will be provided for pressure release. 2. Access to the vault and pumps will be by an access port consisting of a pre -cast concrete 4" PVC DRAIN FROM SEPTIC TANK cone. The access port will contain the electrical switch box, slip disc connections for removal No of the pumps, connections to the force mains, and gate and check valves required for proper (2% MIN. SLOPE) ,� operation of the system. All equipment and connections will be accessible from the vault hatch b (3'x 3') area. o 3. The lift station will have two pumps. Each pump will have the capacity to handle flows in 8" SCH 40 PVC excess of the expected average max flow. Each pump will be a 35 gpm submersible pump. a The pumps will alternate cycles during normal operation of the system. The pumps will operate In duplex to empty emergency or down -time storage. The pumps will rest on the bottom of the vault and will be equipped with a screen to remove any solids not removed in the settling (2) 35 GPM PUMPS ° tank. The screens will be removable for cleaning. 4. 4. Float switches with backup battery will be provided for pump off, pump on, duplexing of pumps and pump failure/power outage emergency autodial. Pump failure and power outage alarms will a In BOULDER be connected by telemetry and autodial to maintenance personnel. Alarms should be installed e . n SCREENING WALL on a separate electrical circuit than the pump motors. X 53.0 5. A force main will carry wastewater to the leach field. The operating range of the pumps has been designed so that the force mains are completely flushed with each pumping cycle. 56.0 h 5% 5% X 56.0 6. Power supply for the system is provided by Holy Cross Electric Association. Historical data 53.2 X obtained from Holy Cross indicates that during the last two years the average length of power outage has been 2 hours and 20 minutes, and the maximum length was 6 hours. An alternative power source will not be supplied on -site. The vault provides in excess of 24 hours of emergency holding capacity at the expected average maximum flow rate. The septic tanks 4" PVC VENT PIPE will need to be pumped every 1-2 years. 7. Obtain separate electric permit for lift station. NEMA 4X WATER -TIGHT 8. Dosing volumes in the lift station are designed to accommodate the average household flow, to JUNCTION BOX X 56.0 be 125 gallons per dose, minus 25 gallons of force main drain back. A 1/8" hole Is to be TEE HANDLE FOR 56.0 X drilled In the force main, within the lift station, to accommodate drain back. Drain back is QUICK DISCONNECT proposed to address minimal cover on the force main, and prevent it from freezing. Do not X 56.1 TWO 2" SCHED 40 PVC provide check valves on pumps, drain back is desired. FOREMAINS TO 9. The lift station is to have two pumps, on slide rails. The pumps should alternate between the ABSORBTION FIELD. pump that runs each time, and duplex if needed. Alarms should include 1. Motor minder (pump LIFT STATION PLAN drawing high or low amps), 2) High water, 3.) notification if the pumps have duplexed (indicating the first pump might have a problem). I assume the alarm should be an auto dialer , to call the caretaker, and possible lights. The control panel is remotely located near the APPROX SCALE: 1 -2 transformer to provide screening. Provide a flat lid and Bilco square hatch, 3'x 3' that is LIFT STATION SECTION L/ I I 71VIlH I I30 V T OR IwUVL. JUUJ WE0712H 230 VOLT OR EQUAL. APPROX: 1 "=2' J I Q w Cn Cn Z w U O J 0 < Z O J Q - F: C) 00fw �m co U a_Um V)Zw I w mCnZ Cn z O C� Z -Cum O O It CDCno O r1of w IY U J � � a-0 < w (Y ZI- m Z wwCnomz Cn Cn Q U IZ L_ 0 N 0 N 0 N 0 N 0 N 0 N 0 N E N � \\\\\\\\ Q n O N 00 r- 00 i_0 00 cD O O r- O r� O 00 O 00 O- O o ©0©L�ialO G 0 N Q Q 0 0 w W O Z Z Y C D 3:G Z LIJ 6� Q W m i- w 11� = O Q Q Q U -D C� SHEET C4.2 de • PE C E \ / �\ � / �PPH PE / �� 4" HOLY CROSS PROVIDE \ �`�- / \ � PW ELECTRIC CONDUIT - _ SEPARA" 4' ROUND SPLICE - j �I - / /, �' /�� PINS PINS VAULT (_M3AR \ 000e _ � ....... PW DPP CONCR O8- % Sp\ do / FUTURE \+ TO BARN. TER SERVICE SHOWN IS AS SUGGESTED BY EAGLE COUNTY. �€ CONCRETE + " 'fillAR , D OF 2" APRON IF + +� ONE 2 PHONE CONDUIT \ ' SOURCE GAS CONDUIT REQUIRE / PROVIDE MINIMUM 12" \ L agz WITH CARSONITE POST 0 SEPARATION TO ELECTRIC. L _ A 1� %IARKER. =/ - J e a " e /. ♦ ♦ W 4" HOLY CROSS c a a • ELECTRIC CONDUIT � do i FUTURE WATER SERVICE 8S0 a a Tn aeRN Al le - Ft 784, BY EAGLE COUNTY. a i- a a END WATER SERVICE OUTSIDE OF NOTE: \ je#I APPROACH SLAB. CAP AND MARK. BEGIN WATER SERVICE PROFILE, SEE BRIDGE PLANS FOR CONDUIT w HANGER DETAILS. a GATE READER AND OR KEYPAD WITH KNOX BOX SCHEMATIC a ' FOR FIRE DEPT ACCESS. ENTRY GATE - I ♦ " w 9 + PROVIDE ELECTRIC HEAT TRACE. ♦ SERVICE FOR BARN INSULATION. CONTROL f SCHEMATIC GATE READER ,� WATER SERVICE HEAT ♦ ♦ AND OR KEYPAD \ TRACE ACROSS BRIDGE, PANEL. ETC BY OTHERS. PROPOSED 2 - 1" CONDUITS 1 / �► FOR GATE AND SECURITY . sp PROPOSED AIR RELEASE .� I \ ,� a4' ROUND SPLICE VAULT I VALVE AND 2'x2' BOX s\ (UM30R). CONCRETE APRON ` ` ` `� ` �o 5000 GALLON GREASE TRAP WITH ON SEPTIC §Cli TIC SECURITY + + + + NO BAFFLES. PROVIDE HS-20 ♦ ♦ ♦ ♦ .SANK (BACKWASH). + + + + + + + RIM :7855.23 ♦ MERA \ k • W • + + LOADING. APPROXIMATE CONSTRUCTION QUANTITIES W I I I III U Z m rn FORCEMAIN: APPROX. 230' + 160' = 390' OF 2" SCHED 40 PVC PIPE. o�� MANIFOLD: APPROX. 125' OF 2" SCHED 40 PVC PIPE. a o CD LATERALS: 970' OF 2" SCHED 40 PVC PIPE. pox w w ORIFICES: 16 3/16" ORIFICES PER LATERAL (160 TOTAL). DRILLED AT 5'-9" O.C. Z -a`` ws PER DETAIL. DRILL LAST ORIFICE ON BOTTOM OF PIPE. �o No miuxj CHAMBERS: 230 QUICK 4 STANDARD INFILTRATOR UNITS AND 20 ENDCAPS. I I WI cn0 J W zorn I�Z �oQ 0wCOW Q 7 Q - p z V) m Y o 00" oU W NOTES: I 0 oo m aU�zm N� 1. ALL PIPE TO BE SCHEDULE 40 PVC. I a 0) omw o Q w N a 2. SOLVENT WELD PIPE JOINTS PER MANUFACTURER'S RECOMMENDATIONS. I W w o pP ^po o p 3. SCARIFY BOTTOM OF TRENCH WITH A HAND RAKE. o+ z v - j 2" PVC VENT THROUGH w m - Q`` WINGWALL WITH MESH o o 00 r- 4. DOSING PIPE PERFORATIONS TO BE UNIFORMLY DRILLED. PROVIDE 3/16" DIAMETER Qaw �`'=o I- Q o uI SCREEN ON END. a o x i SEE STANDPIPE PROFILE HOLES AT LOCATIONS PER DETAIL WITH PERPENDICULAR PENETRATIONS. REMOVE DEBRIS cn U Ii a a _ PROVIDE MINIMUM 1% o PROPOSED GRADE ON SHEET C4.1 FOR AND SHAVINGS TO PROVIDE CLEAN HOLES. 7860 SLOPE AWAY FROM N a 0° PROFILE CONTINU TION VAULT. EXISTIN GROUND 5. INFILTRATOR UNITS AND END CAPS ARE TO BE FASTENED WITH SHEET ROCK SCREWS. 6. CONTRACTOR SHALL KEEP TRAFFIC OFF OF FIELD DURING CONSTRUCTION. 7. PROTECT PIPE FROM FOREIGN MATERIAL INCLUDING DEBRIS, SOIL, PVC SHAVINGS, ETC. BRIDGE DECK 53.5 8. THE FLUSHING LINE IS TO REMOVE MINIMAL DEBRIS FROM DOSING LINES. 7850 7840 7830.00 N N a 00 r- OF AIR RELEASE VAULT WATER SERVICE PROFILE 0, 0, 00 ro O HORIZ: 1 "=20' VERT: 1"=10' 00 00 00 00 00 0+00 • • • • • • • INV IN••7849.63 ♦ ♦ ♦ ♦ ♦ ♦ S G%� ♦ ♦ z ♦ ♦ ♦\,� ♦ ♦ ♦� ♦ ,�, ♦ ♦ ♦ ♦ ♦ ♦ ♦ 0 ♦ ♦ ♦ ♦ ♦ ♦ ♦ My OUT: 7iir49.38 ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ y ♦ ♦ ♦ ♦ P ♦ . ♦ TWO 18 SDR35 PVC Q U 4. + + + • + + + + RFIOP%SED SEPTIC U ♦ . ♦ ♦ ♦ ♦ ♦ FROM MANHOLES TO cn D w + + + + + + + + + + + + + +STATION. SEE DETAI SHEET + + v� + + + + VAULT. � N U ZO U F♦T ♦�.�`♦��Q►♦`♦♦♦\♦`♦♦♦+♦ �• �C4.2 BEGIN FORCEMAIN♦f(I+♦ ♦•♦♦♦� o. ' ♦♦♦♦♦ ♦` �� �cn �a �w CO W CO m O J ♦ ♦ \ ♦ ♦ ♦ ♦ ♦ ♦ i ♦ ♦ e�� ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ", ' H V) u o TWO 4 MANHOLES WITH p w O N 0 N 0 ♦\ ♦ ♦\ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ Q SLIDE GATE FOR N w + N r + N + ♦ ♦ ♦ ♦ �♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ �' ♦ ♦ 2 O O O C4.4 ♦ �♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ \ - U MAINTENANCE AND a cn O v O O BACKWASH. ow Q o z d o Q o . ♦ • \ PROPOSED STANDPIPE W w � w o � W � w ♦ ♦ \ \ c� WITH VENT. ` ♦ ♦ a cn cn a U cn a cn CL 2500 GALLON SEPTIC Q TANK (DOMESTIC). `� / ♦ Q� 7870 RIM :7855.91 �,g50 INV IN: 7849.90 EMERGEN �• DS \ N - INV OUT: 7849.65 STORAGE + + u;; • DS 0 o 4" SUB RAIW FROM- E ♦ + 9G o c 0+0 -P O bc WET AREA AT �r v1w • • • 4 C.O. I� \ STANDPIPE / I + ♦ ---� 7860 -pr}�-pP C.O. J J \ ♦ + • + • • + • + • 12" EVITH CIE` YA♦LY ♦ ♦ TWO 6' DIA PE PE Ss r PE 56 c,� �� CL • • • ♦ ♦ ♦ ACCEPTABLE TO, DITOW O AFlER. / \\ �ANHOLES. PGS PGS E 8" SCHED 40 /�, Q ` • ` • • • • ER PROJECTbWIV R` - 91.1-' E' '� \� 6 PGS �_ PE _ PVC Q Q �� _ ♦ • I�I$17L.A f`E,.1 I�jT R SERVICE ♦ . + $ .� . 3 + • . . �� \ P P p �/• NSTANBPIRE AT ♦+♦•♦•♦•♦•♦•♦•♦•♦+♦+♦• 7850 - GS GCS PE _ Pp� PE QGS • \ CUL1/L"1C 1♦ v"� ♦ ♦ ♦ ♦ ♦ ♦ ♦ •\ ♦ �� EOTHERMAL SYSTEM RE:_MEP PGS _ PGS 2" PURECOREE + + + + + + + + + + + + + o STANDPIPE DRAIN` ` ♦ ` ` ` ` ` ` ♦ ` ` ♦ �• �� ` AX FOOTPRINT 22.5 x �260 N ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ,� o DRAIN VALVE. SEES + + + + + + + + +\+ + + + + NOTED: _ _ - o DETAIL A/C4.1 ♦ ♦ ♦ ♦ ♦ o ♦ ♦ ♦ ♦ ♦ STANDPIPE CONNECTION' THllf ` • ` ` • ` ` • ` ` ` •Li - \ _ 100 OF STORAGE/STAIN .A + . + + + + + + • + + cn INSTALL PHONE bbL S• \. ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ 2�25.99Q VAULT/HANDHOLE. / �� ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ \♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ .. o0 ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ x F ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ IMUM SEPARATION 62 \ \�q \ • • • • • • • • •� • + + + + + ♦ 0+00 ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦\ TWEEN STANDPIPE �STANDPIPE, 8 D.I.P. OR L DR9 GEOTHERMAL. HDPE PE4710: 8.2" I.D. OR 8110 \+♦•+`.+.•+`.+.•♦`.• •.`.•+•.+ GEOTHERMAL IN / C SEWER ROAD RE: PVC (PRESSURE CLASS 235) \ + + + + + + + + + % DOMESTIC MECHANICAL PLANS IF STANDPIPE IS D.I.P. INSTALL •\+ ` + ` + ` + ` + ` + ` + ` �` + ` + ` + ` + BACKWASH. - - - \ MEGALUGS AND THRUST BLOCKS. • • + • • + • • + • • 2" PURECORE WATER \� • • • • • • • • E, 8" D.I.P. OR 10" DR9 JOINT TRENCH WATER 'O, SERVICE TO BARN ' , \ ♦ ♦� ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ �\ • /PE4710: 8.2" I.D. OR 8" SERVICE TO BARN WITH ss �x \ ♦ ♦ ♦ ♦ ♦ ♦ ♦ �♦ (PRESSURE CLASS 235) STANDPIPE. 00 PROPOSED ELECT31C \� . \ ` + ` • ` + ` • ♦ • + \ SERVICE AND PHONE TO 'Os SEPTIC PUMP VAULT \ ` • • • • URECORE OR 2" DR 13.5 (161 WORKING PRESSURE), 2.0" I.D. \ PROVIDE 4 SCHED-40-PVC SLEEVE AND INSULATE PVC + • • O • • WATER SERVICE TO BARN LIGHTING RE: ARCH. _ _ FORECEMAINS FOR 10' PAST EITHER SIDE OF + + + TYPICAL. LIGHTING RE: \'0sGEOTHERMAL SYSTEM. PROVIDE 2" RIGID -HI -LOAD 60 \ \� . \ ` ♦ ` ` ♦ ` ARCH. TYPICAL. SEE Ss, INSULATION ON BOTTOM AND SIDES OF TRENCH, SEE \ \ + + + + A-4.3 \ DETAIL C4.3 AND M2.2. \ \ ♦ + + Two 2" SCHED 40 PVC �/IIII//////////////////////////////////////////////% �� \ \ • . + ♦ • ♦ \ FORECEMAINS SEE SEPTIC NOTES �\ SHEET C4.2 BALL VALVE. SEE .p'�pc;� SHEET C4.3 MIN 1% SLOPE E SLEEVES AND CONDUITS CESSARY FOR UNKNOWN E PONDS, FOUNTAINS, ETC60 MIN.im 4- VERIFY ALL CpNDUIT, SOIL PROFILE I I c z I i ,J,w J V: m • z m v Z v N Ln N 7, N coLO 00 4- 4" PVC SLEEVE, 2" HI -LOAD 60 RIGID INSULATION AND POLY ISO INSULATION RE: M2.2 AND ROAD CROSSING DETAIL TY INSTALLATIONS WITH R.A. I I I I '0s� 0o \ \ 4" SCHED 40 PVC SERIAL N PRIOR TO CONSTRUCTION. o� \ a \ OVERFLOW PIPES. Q Q 70C \ \ EXIT/ENTER FROM TOP END p 1 PERC 3 \ OR TOP SIDE OF END CAPS. N zQ 1 .o3,s 0 \ \ Q U min I r END JOINT INFILTRATOR UNITS TO FOLLOW EXISTING GRADE. I I I N \ FORCEMAIN PROFILE 10' (25 RADIUS) MAXIMUM DEFLECTION IN UNITS PER MANUFACTURER. MIN RADIUS SHOWN = 48.5'. PERC 2 I 0 No I I I I ` ,g15CW 9.2 \ PROPOSED SEPTIC / / I / ` FIELD. 10 ROWS ® 92'. �/ \ 71.0 Y INSPECTION PERC 1 PORTALS (TYP.) o .9.7 / / / 2 \ ACCESS FOR DOSE PIPE 0 FLUSHING, TYP. SEE DETAIL �8,>O RIDGE OUTLINE \ 4" SCHED 40 PVC OVERFLOW J PIPE FROM END CAP. EXIT FROM TOP SIDE OF END CAP. ACCESS FOR DOSE PIPE FLUSH, TYP. .3 i I I I GRAPHIC scams 4" SCHED 40 PVC INSPECTION PORT PER SECTION A -A SHEET C4.2. TWO PER ROW. ABSORBTION FIELD DETAIL APPROX SCALE: 1"=10' 1 +00 aw U 05 Q W p V) co COw c0 per W W Z L- Jz Z o 0 3 Q + N CL m (~i�aQ� ccn 03 EXISTING AT EXISTING GROUND. tLtVA I IUN. 5.5' MIN COVER 1% SLOPE TO LIFT STATION (MIN.) 2' COVER 2" COVER OVER MANIFOLD PIPES AND FORCEMAIN WHERE LESS THAN 5.5' COVER. 2+00 2+25.99 1' MIN, 2' MAX COVER OVER UNITS INFILTRATORS, BOTTOM OF ENCH IS LEVEL. 1% SLOPE TO LIFT I 1% SLOPE FIELD STATION (MIN.) 7840.00 C."t M 0) O r O r- 0) (D00 N O O cD 00 00 00 r r 00 00 00 r 1+00 2+00 TWO 2" SCHEDULE 40 PVC TO EACH 2" SCHEDULE 40 PVC ABSORPTION FIELD. TO RESPECTIVE ABSORPTION FIELD PER PLAN. JOINT SEWER FORCEMAIN PROFILE HORIZ: 1 "=20' VERT. 1 "=10' 5 ROwS v�RF�OW �0 NEXT 0 SIXTEEN 3/16" PERFORATIONS AT 5'-9" - - O.C. PER DETAIL. _ - - - - - -- -- ---- -- - TYPICAL ALL ROWS.-- -- ---- -- - LAST PERFORATION 4' _ FACES DOWN. - - - - - - - - - Z -CO -- 48" TYP. ---- ---- ---- -11 r KEEP PIPE NETWORK J - - - 3f FREE OF DEBRIS. - - 2" SCHED 40 PVC LATERAL. SUPPORT PIPE WITH ZIP TIES PER INFILTRATOR RECOMMENDATIONS. NOTE: ONLY HALF OF TOTAL FIELD SHOWN DENOTES MIN 1% MINIMUM SLOPE 9. THE LINE WILL BE FLUSHED UPON COMPLETION (PRIOR TO USE) AND THEN CAPPED. 12 QUICK 4 STANDARD INFILTRATOR N.T.S. (23 REQUIRED EACH TRENCH) FORCEMAIN ROAD CROSSING INSULATION DETAIL N.T.S. 5.75' 5.75' 2" SCHEDULE 40 PVC 92' 16 HOLES ® 5.75' O.C. 5.75' A 5.75' L- ALL OTHER HOLES UP (12:00 LAST HOLE DOWN (6:00), ONE PER LATERAL STEEL SPLASH PLATE LATERAL PERFORATION DETAIL N.T.S. 4" SCHED 40 PVC FEMALE THREADED ADAPTER WITH MALE THREADED CAP. 5.75' 2" POLY ISO INSULATION AND DIRECT BURY JACKET RE: M2.2. 4" SCHEDULE 40 PVC SLEEVE. 2" HI -LOAD 60 INSULATION ON BOTTOM AND SIDES OF TRENCH/PIPES. 5.75' 1 3. 0' 3/16" DIAMETER HOLE, TYP. EAST JORDAN IRON WORKS 2" SCHED 40 8555-10" VALVE BOX PVC DOSING PIPE 6800 5 1/4" DROP LID MARKED SEWER 90' BEND J Q m o 2" SCHED 40 PVC CD SECURE DOSING PIPE WITH ZIP TIES PER INFILTRATOR VALVE BOX WITH 2" RECOMMENDATIONS SCHED 40 PVC BALL SERIAL OVERFLOW THROUGH VALVE. (NORMALLY TOP SIDE OF INFILTRATOR CLOSED). TO BE OPENED WHEN COTTAGE IS ACCESS FOR DOSE PIPE FLUSHING DETAIL CONSTRUCTED AND IS N.T.S. ON-LINE. 2" SCHEDULE 40 PVC MANIFOLD. PROVIDE 2" INSULATION OVER ALL MANIFOLD PIPES. 4" SCHED 40 SERIAL SECURE DOSING PIPE WITH OVERFLOW S INFILTRATOR DE OF END CAPS. RECOMMENDATIONS OP 2" SCHEDULE 40 PVC FORCEMAIN FROM LIFT STATION. ACCESS FOR DOSE PIPE FLUSHING DETAIL N.T.S. NOTE: EAGLE COUNTY REQUIRES ENGINEER'S CERTIFICATION OF CONSTRUCTION PRIOR TO OCCUPANCY. V) Z w U 0 -1 0 � J � Z 0 ~ Z O_ Q m U D Li �wm U ~ D I � w Of V)(n z (n m Z w m (n z 0 LLJ 0w0 w w J F__mwwcnomz 0 � � 0 < Z (n (n Q U a- L� Li 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0 N Q N Lo N 00 N I- 00 r7 00 co I- 0 r� 0 r� 0 00 0 00 0- 0 o 0 N Q Q M Q 0 0 0 I- 0 0 0 w w o Z Z Y U O Z w cn a w m � Li � = U Q SHEET C4.3 0_ Field Observation A4iwFhg.1w. To: Eagle County Health Dept CC: Justin Prongs, Barry Monroe, RA Nelson ,Ryan Wolfe, SRI Arch; Les Amey, Diamond A Excavating, From: Glenn Palmer AEI, 970-926-3373ph. 970-926-3390(fax) Date: August 18, , Sept 14, 2011, July 27, 2013 Re: 3888 Lake Creek Septic OWTS 5-11-6110 Eagle County Health Dept: The septic system has been generally installed per plans and specifications. The final portion of the septic system (the pump station portion) of the system was observed in July 2013. Water was run to the lift station, to observe and verify pump cycles, pump turn on and off elevations, and alternating pump usage. The dosing piping (inside the infiltrators) was flushed after it was installed. THe auto dialer alarm is to be installed in August 2013, but the alarm system as noted per general note #9 C4.2 has been set up. The metal covers for the inspection portals have not been installed yet (Contractor was waiting for cleanouts to be surveyed, and have the engineering site review) Septic System As built info is provided. We have both GPS coordinates and Surveyed coordinates of cleanouts and other septic system components. THe GPS coordinates typically have an accuracy of about 15 to 20 feet, but can be access via free smart phone applications. The system appears to be ready for use. On Thursday Sept 22, AEI reviewed the western half of the absorption field. Piping, overflows, number of infiltrators, soil, inspection portals, dosing perforations, spacing and diameters were reviewed. Depth of cover ranged from I foot average, to about 1.8 to 2 feet on the (501i row of 10, from the west). Photos are in P\EDW I0002\Picmres\Septic 9-22-11 AEI said it was ok to bury the field. On Tuesday Sept 13'h, 20111 reviewed the installation of the southern/eastern half of the absorption field. The infiltrator units were excavated to provide 1.5 to 2 feet max of cover, .5 rows of 23 units per trench were installed. Dosing valves, piping, perforations, and overflows appeared to be constructed per plans. Trench bottom soil conditions appeared to be consistent with those noted in the soil profile hole and percolation tests. Inspection portals were provided on each end of each row of trenches. The dosing pipe cleanouts at the ends of the trenches were turned up, and were approx 6' 4" from the inspection portal. The inspection portals are to be surveyed, and as -built dimensions to bends, valves, etc are to be provided by the contractor. I noted that is was ok for the contractor to cover this portion of the field. I also noted the times when the installation is to be observed (on the plans), so Diamond A can contact us for future observations. August 1, 2013 On Thursday Aug 18'", 2011 I reviewed the sewer service installation from approx station 0+30 to 2+00. THe following was observed: 1. The two pipes installed were 4" SDR 35 PVC: NOTE they should change to sched 40 where under asphah (or otherwise noted on the plans). 2. The profile notes that insulation should be provided from approx station 1+60 to 1+90 (or where less than 5 feet of COVER). 3. Please provide a taped/measured distance from the cleanout/s to the bend/s (typical all locations, for as-bilts required by Eagle County). Please provide this info prior to backfill. At some point we will need either GPS and or survey coordinates of cleanouts , lids to be buried, etc. 4. I assume this section is to be joint trenched with the phone, and other conduits (tank telemetry, spare, etc). There should be some horizontal separation , as noted on the section on sheet C4.4. I t is ok to backfill, (after reading the above notes). If you have any questions, please call. Glenn Palmer, PE LakeCreekSepticObserve. doc Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone:(970)328-8755 Fax:(970)328-8788 003888 LAKE CREEK RD EDWARDS AREA, CO Private Wastewater Permit No. OWTS-5-11-6110 System Permit Type: OWTS Permit Work Classification: New Permit Status: Active Issue Date: 9112/2011 Expires: IN 012012 Qv nor Into oration Address Too Well Ranch LLC 30 ATHERTON AVE Too Well Ranch LLC ATHERTON CA 94027- ATHERTON CA 94027- Contractor(s) I an,, Number Phone Primary Contractor DIAMOND A EXCAVATING 18-11 (970)929-2596 Yes Parcel No. 210520300004 Phone:(870)471-2810 Cell: Inspections: For mspeaions calk (970)328-8755 Inspeo0on IVR Permitted Construction I Details: The permit allows for the construction of the OWTS at 3888 Lake Creek Road to serve a 5 bedroom residence and a future 2 bedroom cottage on the "main house site". (A separate OWTS Permit is required allow connection of this future structure). Install the system per the information in the Engineer design signed, stamped, and dated August 17, 2011. The system consists of a 2,500 gallon two compartment septic tank for the residential wastewater and a 1,500 gallon tank for the RO unit backwash which flow into a lift station with duplex pumps that will pressure dose a soil treatment unit of 4,600 square feet absorption area credit via 10 rows of pressure dosed and serially connected O-4 Infiltrator units in shallow trenches with 23 chambers per trench. Outdoor shower and tub drains shall be protected from receiving excess precipitation from rain or snow melt as these uncontrollable variables may overload the system. Due to the design flows, the installer must adhere to additional horizontal setbacks as indicated in the report from Alpine Engineering. Avoid installation during wet weather. Do not cover any portion of the system before inspection by the engineer. No occupy is allowed at the residence without the engineer certification and as-builts stating the system was installed according to their plans. CONDITIONS Customer Copy 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, etseq., 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 Andrew Jessen September 12, 2011 Issued by: Environmental Health Department, Eagle County, CO Date I ,Tor,I Performance I' FSolios t' Wholesale Products Page: 6130-1 Section: Performance Data pate: Dated: April 2002 RPM: 3450 Discharge: 2" 314- Supersedes: January 2001 S is /aw os 18 6 W Z4 �12j CW C Q 0 c W =6 0 0'_ i Capacity-U.S. GTA SPD50H SPD100H SPD IovM42 ,.:■■■■■■■■■■■ Mons NEEN�■■�■ 1■NEIMMU,IMM■\NI. mom 00=10.�000 0MMOMMEMMENEEK 1 20 40 60 .I 100 120 liters/Second 0 2 M 4 6 120 8 140 The curves reflect maximum performance characteristics without exceeding full load (Nameplate) horsepower. All pumps have a service factor of 1.2. Operation is recommended in the bounded area with operational point within the curve limit. Performance curves are based on actual tests with clear water at 70° F. and 1280 feet site elevation. Conditions of Service: GPM: TDH: If HYDROMATIC' Electrical Data MODEL: SPD100H, Effluent Pump Wholesale Products Page: 6130-4 Section: Electrical Data R.P.M. 3450 MOTOR TYPE OIL FILLED WITH THERMAL OVERLOAD MOTOR PROTECTION THERMAL OVERLOAD WITH AUTOMATIC RESET Dated: January 2001 HP VOLTAGE PHASE NEC CODE SERVICE FACTOR FULL LOAD AMPS 1 230 1 - 1 9.9 1 200 3 1 5.5 1 230 3 1 5.2 1 400 3 1 2.5 1 575 3 1 2.5 11rlr -no HYDROMATIC Technical Data MODEL: SPD100H, Effluent Pump Physical Data: Wholesale Products Page: 6130-6 Section: Technical Data Dated: January 2001 DISCHARGE SIZE 2' (STANDARD) 3' (OPTIONAL) SOLIDS SIZE 3/4' IMPELLER TYPE 2 VANE NON CLOG CABLE LENGTH 20' STANDARD PAINT PAINTED AFTER ASSEMBLY, DARK GREEN, WATER REDUCIBLE ENAMEL, ONE COAT, AIR DRIED. Temperature: MAXIMUM LIQUID 140OF _ MAXIMUM STATOR OIL FLASH POINT Tn knlrnl nntn• POWER CORD TYPE STW-A Z MOTOR HOUSING CAST IRON LL O CASING CAST IRON Cn IMPELLER CASTIRON MOTOR SHAFT 416 STAINLESS STEEL w :z HARDWARE STAINLESS STEEL O "O" RINGS BUNA - N _ MECHANICAL SEALS Standard: CARBON / CERAMIC UPPER BEARING BALL LOWER BEARING BALL I" HYDROMATIC'" 1r , J A t •. d Y ,e �A' 41 i I A ys VIA