No preview available
HomeMy WebLinkAbout166 Paseo - 239127403001INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway X Eagle, CO 81631 Telephone: (970) 328-8755 COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 2264-03 BUILDING PERMIT NO. 14897 OWNER: ROBERT AND JALYNE LESSIG PHONE: 970-927-3939 MAILING ADDRESS: 60 SAGEWOOD COURT, BASALT, CO 81621 APPLICANT: SAME PHONE: SYSTEM LOCATION: 166 PASEO DRIVE, CARBONDALE, CO TAX PARCEL NO. 2391-274-03-001 LICENSED INSTALLER: HUGHES EXCAVATING, RANDY HUGHES LICENSE NO.3-03 PHONE: 970-963-2004 DESIGN ENGINEER: HIGH COUNTRY ENGINEERING, DERIC WALTER PHONE NO. 970-945-8676 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 3 BEDROOM RESIDENCE 1250 GALLON SEPTIC TANK, 1215 SQUARE FEET OF ABSORPTION AREA CREDIT VIA 56 INFILTRATOR UNITS IN A BED CONFIGURATION, AS PER ENGINEER'S DESIGN DATED 5/29/03 SPECIAL INSTRUCTIONS: INSTALL AS PER ENGINEER'S DESIGN WITH A CLEAN -OUT BETWEEN THE TANK AND THE HOUSE, AND 4 INSPECTION/AIR VENTS (WITH #16 OR TIGHTER MESH SCREEN COVER) ON EACH CORNER OF THE BED INSTALL INFILTRATOR UNITS OVER 6 INCHES OF MASONRY SAND THAT IS PLACED OVER 31/2 FEET OF PIT RUN MATERIAL MAINTAIN 6 INCHES OF SPACE BETWEEN THE ROWS OF INFILTRATOR UNITS. RAKE ALL EXCAVATION SURFACES TO PREVENT THE SMEARING OF SOILS, AND DO NOT INSTALL IN WET WEATHER. BE SURE TO MAINTAIN ALL APPLICABLE SET -BACK REQUIREMENTS. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN ENGINEER FOR THE FINAL INSPECTIONS PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION OR WITH ANY QUESTIONS REGARDING THE INSTALLATION. THE BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS BEEN INSPECTED AND APPROVED. ENVIRONMENTAL HEALTH APPROVAL: RAYMOND P. MERRY DATE: JUNE 2, 2003 CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-10-104, 1973, AS AMENDED. 2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE 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. 3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED ABSORPTION OR DISPERSAL AREA: 1215 SQUARE FEET (VIA 56 STANDARD INFILTRATOR UNITS IN A BED INSTALLED 1500 GALLON CONCRETE SEPTIC TANK LOCATED 280 DEGREES AND 3 FEET FROM THE FIRST CLEANOUT ON THE WEST SIDE OF THE HOUSE. COMMENTS: THE FINAL INSPECTION WAS DONE BY VICTOR CROCCO OF EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN ENGINEER ON JULY 16, 2003. THE ENGINEER'S FINAL CERTIFICATION WAS RECEIVED ON JUNE 7 2004 THIS SYSTEM IS DESIGNED TO ACCOMMODATE A THREE BEDROOM RESIDENCE. ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. ENVIRONMENTAL HEALTH APPROVAL �� n -� DATE: JUNE 16, 2004 INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, CO 81631 Telephone: (970) 328-8755 COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 2264-03 BUILDING PERMIT NO. 14897 OWNER: ROBERT AND JALYNE LESSIG PHONE: 970-927-3939 MAILING ADDRESS: 60 SAGEWOOD COURT, BASALT, CO 81621 APPLICANT: SAME PHONE: SYSTEM LOCATION: 166 PASEO DRIVE, CARBONDALE, CO TAX PARCEL NO. 2391-274-03-001 LICENSED INSTALLER: HUGHES EXCAVATING, RANDY HUGHES LICENSE NO. 3-03 PHONE: 970-963-2004 DESIGN ENGINEER: HIGH COUNTRY ENGINEERING, DERIC WALTER PHONE NO. 970-945-8676 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 3 BEDROOM RESIDENCE 1250 GALLON SEPTIC TANK, 1215 SQUARE FEET OF ABSORPTION AREA CREDIT VIA 56 INFILTRATOR UNITS IN A BED CONFIGURATION, AS PER ENGINEER'S DESIGN DATED 5/29/03 SPECIAL INSTRUCTIONS: INSTALL AS PER ENGINEER'S DESIGN WITH A CLEAN -OUT BETWEEN THE TANK AND THE HOUSE, AND 4 INSPECTION/AIR VENTS (WITH #16 OR TIGHTER MESH SCREEN COVER) ON EACH CORNER OF THE BED IN- STALL INFILTRATOR UNITS OVER 6 INCHES OF MASONRY SAND THAT IS PLACED OVER 31/2 FEET OF PIT RUN MATERIAL MAINTAIN 6 INCHES OF SPACE BETWEEN THE ROWS OF INFILTRATOR UNITS. RAKE ALL EXCAVATION SURFACES TO PREVENT THE SMEARING OF SOILS, AND DO NOT INSTALL IN WET WEATHER. BE SURE TO MAINTAIN ALL APPLICABLE SET -BACK REQUIREMENTS. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN ENGINEER FOR THE FINAL INSPECTIONS PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION OR WITH ANY OUESTIONS RE- GARDING THE INSTALLATION. THE BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEP- TIC SYSTEM HAS BEEN INSPECTED AND APP D. ENVIRONMENTAL HEALTH APPROVAL: _(L/DATE: O CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUI ME =E-i A-GLE-Ce INDWIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-10-104, 1973, AS AMENDED. 2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE F LY 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. 3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED ABSORPTION OR DISPERSAL AREA: SQUARE FEET (VIA ) INSTALLED TANK: GALLONS IS LOCATED DEGREES AND _ FEET —INCHES FROM COMMENTS: ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. ENVIRONMENTAL HEALTH APPROVAL DATE: ,acomplete Applications Will NOT Be"Accepted (Site Plan MUST be attached) ISDS Permit #' `i Building Permit # APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. O. BOX 179 EAGLE, CO 81631 Eagle (970)328-8755, Fax (970)328-0349, E1 Jebel (970)927-3823 *************** * FEE SCHEDULE * APPLICATION FEE $350.00 * THIS FEE INCLUDES THE ISDS PERMIT, SITE EVALUATION (PERCOLATION TEST, * SOIL PROFILE OBSERVATION) AND FINAL INSPECTION * ADDITIONAL FEES MAY BE CHARGED IF A REINSPECTION IS NECESSARY, OR A * PRE -CONSTRUCTION SITE VISIT OR CONSULTATION IS NEEDED * REINSPECTION FEE $47.00, PRE -CONSTRUCTION SITE VISIT FEE $85.00 .- * MAKE ALL._REMITTANCE PAYABLE.TO: "EAGLE COUNTY TREASURER" PROPERTY OWNER: 1 1'n 9-T A • L-E55-5T(_'a w'nd ,T%i1_yNa Q s 1-F6 MAILING. ADDRESS: (00 Sprlvrwc06 COOU 1 A5PL-I , 00 8412-' PHONE: �Z7-3937 APPLICANT/CONTACT PERSON: ��� 1�-E'$��j PHONE: -LICENSED SYSTEMS CONTRACTOR �3C �kc q� C PHONE: COMPANY/DBA: C,YS GKCO, ir��o ADDRESS � A<yc &N® �ar60ViA Q[� , C� PERMIT APPLICATION IS FOR: Y) NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: [us['11�G a Ji�10At \0-00A L6 -I Tax Parcel Number: ? Physical Address: /(G PaLen't El Tyb@I BUILDING TYPE: (Check applicable category) (j(} Residential/Single Family ( ) Residential/Multi-Family* ( ) Commercial/Industrial* Lot Size: 0, 1!5R. acto Number Number Type _ of Bedrooms. of Bedrooms *These systems require design by a Registered Professional Engineer TYPE OF WATER SUPPLY- (Check applicable category) ( ) Well' ( .ng ( ) urface (�() Public. Na a Aie S;rball Vti3�,✓ APPLICANT SIGNATURE: Date:AA0%\ 2 AMOUNT PAID: �� RECEIPT $": ( a 7- `� DATE r D ; CHECK #: SOLI_ CASHIER: DEPARTMENT OF ENVIRONMENTAL HEALTH (970)328-8755 FAX: (970) 328-8788 TOLL FREE: 800-225-6136 www.eaglecounty.us June 16, 2004 Robert and Jalyne Lessig 60 Sagewood Court Basalt, CO 81621 FAG LE COUNTY RAYMOND P. MERRY, REHS Director RE: Final of ISDS Permit #2264-03, Tax Parcel #2391-274-03-001. Property location: 166 Paseo Drive, Basalt, CO. Dear Mr. & Mrs. Lessig; This letter is to inform you that the above referenced ISDS Permit has been inspected and finalized. Enclosed is a copy to retain for your records. This permit does not indicate compliance with any other Eagle County requirements. Also enclosed is a brochure regarding the care of your septic system. Be aware that later changes to your building may require appropriate alterations of your septic system. If you have any questions regarding this permit, please contact the Eagle County Environmental Health Division at (970) 328-8755. Sincerely, Janet Kohl Eagle County Environmental Health Department ENCL: Educational Brochure Final ISDS Permit cc: files, June 2004 Chrono file 500 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 DEPARTMENT OF ENVIRONMENTAL HEALTH (970)328-8755 FAX: (970) 328-8788 TOLL FREE: 800-225-6136 www.eagle-county.com DATE TO FROM: EAGLE COUNTY June 2, 2003 Hughes Excavating Eagle County Department of Environmental Health RAYMOND P. MERRY, REHS Director RE: Individual Sewage Disposal System Permit #2264-03, Tax Parcel # 2391-274-03-001, Property Location: 166 Paseo Drive, Carbondale, CO., Lessig residence. Enclosed is your ISDS Permit #2264-03, and a copy of the engineer's design for this system. The permit is valid for 120 days or for the duration of your current building permit for this property. The enclosed copy of the permit must be posted at the installation site. Any changes in plans or specifications invalidate the permit unless otherwise approved. Please note any special requirements that may have been added to the design by this Department. Systems that are designed by a Registered Professional Engineer must be certified by the engineer indicating that the system was installed as specified. Eagle County Environmental Health must also view the installation prior to back filling. Please call well in advance for your final inspection. Your TCO will not be issued until our office receives this certification from the engineer and views the installation. Please note that our ISDS Permit specifications are typically minimum requirements only and should be brought to the property owner's attention in case they may wish to install a system capable of handling larger wastewater flows. This permit does not indicate conformance with any other Eagle County requirements. Please notify this office if you have not been contracted to perform this installation. If you have any questions, please feel free to contact us at (970) 328-8755. cc: ISDS file # 2264-03 High Country Engineering, Deric Walter Chrono file June 2003 OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 eY CIVIL. ENGINEERING August 11, 2003 Victor Crocco Eagle County Environmental Health 500 Broadway Eagle, CO 81631 Re: Bob Lessig ISDS — 0166 Paseo Drive HCE Project Number 2031010.00 x 0218 Dear Victor: LAND SURVEYING The following letter is to confirm the engineer's acceptance of the designed septic system of the Lessig Residence at 0166 Paseo Drive. Per High Country Engineering's letter dated August 11, 2003, the majority of the septic system was confirmed. However, four minor items have been addressed by Bob Lessig for final approval. • Splash plates were secure with screws before being backfilled. • The infiltrators were adjusted to a minimum of 6" apart before being backfilled. • Riser rings were added to the septic tank to bring them up to grade. • Screens have been placed on the ends of all candy cane vents. With the above noted changes from Bob Lessig and the previous HCE inspection, the system has been completed with the intent of the original design. If you have any questions, or need additional information, please contact us. Sincerely, HIGH COUNTRY Rog D; . Neal, P.E. P cject Manager 1517 Blake Avenue, Suite 101 Glenwood Springs, CO 81601 970.945.8676 phone 970.945.2555 fax ,u T Arc _....._ I 1- e� dJJ . Qv�4. 14 Inverness Drive East, Suite F-120 Englewood, CO 80112 303.925.0544 phone www.hceng.com 303.925.0547 fax hill. )004 1:06Fhdl HIGH OUI-I RY DIGINEERIHG .r CIVIL ENGINEERING An �.[nPioYe'--LINnGd �ixn(>ppy August 11, 2003 Victor Crocco Eagle County Environmental Health 500 Broadway Eagle, CO 81631 Re., Bob Lessig ISDS — 0166 Paseo Drive 14C1✓ Project Niunber 2031010.00 x 0218 Dear 'Victor: LAND SURvGYiNG The following letter is to confirm the engineer's acceptance of the designed septic system of the Lessig Residence at 0166 Paseo Drive. Per High Country Eugineering's letter dated August 11, 2003, the majority of the septic system was confirmed. However, four minor items have been addressed by Bob Lessig for ful.at approvat. • Splash plates were secure with screws before being baekfilled. • The it trators were adjusted to a minimum of 6' apart before being backfilled. • Riser rings were added to the septic tank to bring them up to grade. • Screens have been placed on the ends of all candy cane vents. With the above noted changes from. Bob Lessig and the previous HCE inspection, the system bas been completed with the intent of the original design. If you have any questions, or need additional infoimation, please contact us. Sincerely, HIGH I Neal, P.E. Manager �' '��{t •�"AGCab'!n•.i°fit �"� t G�✓ 1r. 1517, Blake ?venue, Suite 101 Glenwood Springs, CC) 81601. 97t1.945.8676 phone �)70.945.2555 fax www-heerl--Com 06-07-04 14:04 TO:ENVIRONMENTAL HEALTH 14 Inverness Drive East, Suite F-120 Engle%.vood, Co 8U112 303.925.0.544 phone 303_925.0.54% fax FROM: F0_2 ISDS PERMIT # PERCOLATION TEST EAGLE COUNTY EMgRONMENTAL HEATER ....... -PHSYSICAL ADDRESS: 0 1 6 h P s e ,n Q r t ,, C' � � �, � 1,P _ LEGAL DESCRIPTION: 1'v y, G r A 4-s MAILING ADDRESS: & 0 S A fa o f a o c -13 A S d i A A5 t b 21 TYPE OF DWELLING: S F f Res NUMBER OF BEDROOMS: 3 TEST HOLES PRE-SOAKED: YES NO SOIL TIME WATER DEPTH INCHES OF FALL RATE PROFILE 1 z i 1) 7Z nr 50 c- S: aS r iofa. -faP ; i Ito t . 00 C6,00 6.50 a 5 IS 1, Z5 `7 ,5 _fl g S 2r _ 115,00 102 100 > 5 D i7S 7S, 0 I �S 5 S, -7 aS :7,' '0 10 7.S a°� 1S,SD 7S �,` �S R �° (� 20 t U 1b ({� �r G r t6,00 10,25 21,75 to 0 ► z 10.�s r0.00 s os fb, o 10,75 1b.) .JS ,)-S 0 iD `Za r l lmt,4 ru DKOF LAST INCH: V-1v PERC RATE: U U MINIMUM LEACH FIELD SIZE: MINIMUM SEPTIC TANK SIZE: -7 - i/A- d o ly ina5 lC.rc._p i^ 2 � c� ,�� M e h f] 4'. � a r <.� e e YL S �< < ..LQ �, -i'L. � � Q t � � r � e �-e S ►3 � s .4- i �1 f v c � S ins i/A dc�s.e %d'3NC?• ENVIRONMENTAL HEALTH SPECIALIST DATE FAX COVER SHEET EAGLE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT P.O. BOX 179, EAGLE, CO 81631 970-328-8755 970-328-8788 FAX TO: ()Ar kN ��i�� C-6" ��, 5 ��`zr w� FAX#: gLIS- 25'S:5 FROM: V<< V b t C-+' ° "° NO. OF PAGES INCLUDING COVER SHEET: 3 REGARDING: L- c A(� f,° a G A S-1o 3 i o r ©t Q 2 i f If you do not received all pages please call our office (970) 328-8755 TABLE 7-2 RECOMMENDED RATES OF WASTEWATER APPLICATION FOR TRENCH AND BED BOTTOM AREAS (4)(11)(12)a Percolation Application Soil Texture Rate Rateb min/in. gpd/ft2 Gravel, coarse sand <1 Not suitablec Coarse to medium sand 1 - 5 1.2 Fine sand, loamy sand 6 - 15 0.8 Sandy loam, loam 16 - 30 0.6 Loam; porous silt loam 31 - 60 0.45 Silty clay loam, clay loamd 61 - 120 0.2e a May be suitable estimates for sidewall infiltration rates. b Rates based on septic tank effluent from a domestic waste source. A factor of safety may be desirable for wastes of significantly different character. c Soils with percolation 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 These soils may be easily damaged during construction. 214 2004-06-02 09:42 9709209203 Sport Oberineyer P 1/1 June 2, 2004 Department of Environmental Health Eagle County Eagle, CO Victor Crocco: This letter is to inform you that the following items on my sewer/septic syste fin have been addressed: Several splash plates on east end of leach field were loose. They wr:�re reattached and secured with screws before being backFilled. + A couple of rows of infiltrators were not G" apart the entire length of tl ie row. These were adjusted to a minimum of 6" apart before being backflled. • Riser rings were added to the septic tank.. to bring them up to grade. i Screens have been placed on the ends of all candy cane vents. Thank you, x Robert A. Lessig 0166 Paseo Drive Carbondale, CO 81623 Post -it" Fax Note 7671 Date # of pagan To V 1,4. r From �� t J � Phone Phone # Fm fi 2o3t60,aZl� i 06-02-04 09:40 TO:ENVIRONMENTAL HEALTH FROM: P01 �7.C/,if/TRJ� August 11, 2003 Victor Crocco Eagle County Environmental Health 500 Broadway Eagle, CO 81631 Re: Bob Lessig ISDS — 0166 Paseo Drive HCE Project Number 2031010.00 x 0218 Dear Victor: The following letter is to confirm the engineer's inspection of the revised septic system of the Lessig Residence at 0166 Paseo Drive. The design included a 1,250 gallon septic tank and a 1,500- gallon septic tank was installed and 56 infiltrators. The trench configuration has been changed from eight units long by seven units wide to seven units long by eight units wide, and the manifold piping was adjusted accordingly. An effluent filter has been installed in the system. The inspection wells have been installed and were inspected by Eagle County. Per our phone conversation, Eagle County liked the system and everything was satisfactory. With the above noted changes, the system has been completed with the intent of the original design. If you have any questions, or need additional information, please contact us. Sincerely, HIGH CO ENGINEERING, Roge ..Neal, P.E. Project Manager �L 2�,,7 93 .�i�a°aa0 P4a9Pa'a° 15 Blake Avemie, Suite 101, 14 Inverness Drive East Suite F-120 Glenwood Springs, CO 81601 Englewood, CO 80112 Telephone (970) 945-8676 - Fax (970) 945-2555 Telephone (303) 925-0544 - Fax (303) 925-0547 e - - Field Report ��Date:. Conditions: (A1,(gp Project Name: Project Number: High Country Engineering, Inc. Contractor: 1517 Blake Avenue, Suite 101 Subcontractor: Glenwood Springs, CO 81601 Report Prepared By: (970) 945-8676 Attachments: /LI[' J-Al- &)-7) /Ud7-C1:::) 7 r—��YI=LUCt�'i r NHS ITS '0*4 S 6 .Ciw� % Upr s �. o ,x 8 !�N! zs w ✓S U'O)M. LO ire .ca.� 7 �N rrs Wig �it'.cJl J✓p(.,b / I J-'/.t,G �.(� �17.11iS Tc� IAJ L/`�s��TatJ �c�Cr /7�.C✓E �� ��J ��idCt� Be FENVIRO WAL I jEALTH DEPARTMENT Photo Documentation: Cal .- �� C��fvocrl✓ O � - CFiswecrr ��r�. 03 0 4 - 0.5- /'/A 0r Fvc �s RECEIVED ENVIRONMENTAL }-HEALTH DEPARTMENT a) w a� w w w E 0 (0 +-) LH Q H C 0 a � F _s 1 � 1 ISDS Petv"t 0-2 � `1-'U - n._�.t •t•�••eas lera r re� 5'� �WU.Cc�.M()4r�M�vl7 T�Tankis ) 0 d gal. Tank Material C4 � � 7 t Tasuc is located eft- and efts from wt�11 �(IItg Tsa]c is located eft- and --jisgrees f s.�.....c �,,, S �� l;\ V • S �� S T�k lids within 6R of finished grade. Tasak `set level. �- size of field\' -r \ � uaita y "—�— lineal ft_ /al Cl eanout is installed in betweeis task and house i} 1�ioQft) ./ Tiscre is a ,! V n that goes, .dow a 4 inches in the inlet and outlet of the tank: r `et atici ,Cutlet, f s scaled: iortia t tapee;�k gas G etc. r , ., ',oafs tarO:` Perna wills house.. 1-d 2 66 i sn ace�'and relative d* 'Depth Of- field ft.. r. . 11 Soil interface raked. b�� ' `Inspection portals at _the end _of . each tremch_. v e Proper distance to setbacks W,- s 4 s (x p ,& p e' Cbam%ers properly installed as per. manufacturer$ apecif$eations . era latched, end plates proPerlY installed, rocks. d frotiu fa Sh )ads' �� 'k5 F .S i +�I& trenches, etc _ f k c Yt 5 p Type of pipe used for bull iag sewer Line 5"g g 3 s' Leach field . Other Inspection, sleets % - COW form to installer's fils if reecrosadstioas for inprowGwent. Vera suggested_ 1sp�cs� p14les pi 09TAKW: 1a�S�GI� ttsens ds� SCvecv�. �N uew e j e S oru veti.�ll fLAx�t Li lac�2P�ax2 �tJQ0- b!� $�c��v� �D .NU6veY2- Setbacks COu 6 j vett t Lvve cue ��ewcse� dell -Potable House Property Lake Dry Tank Drain Watgr Lines line Stream Gulch Fi a 100 25 20 10 50 25 10 ID zd& 50 ID 5 1D 50 10 * 10 TT P. 0. BOX 17 9 SWETNIM EAGLE, CO 81631 cmcuunv "--LZ r a G G DAB -Z- CHECKED 9Y DATE--- . ......... F + -cl A e rl : 3 71 7ZL A 444 i --S.T " ! i ...... ...... ......... ... ....... ........... .- ......------ F .... --- ----- ....... ........ ........................ .. ..... ...... ............... ..... ........... -.-..-. .................... .... .... ......... . ..-..-.....-...-... L. ...... .. ..... ........ ............. ..-..-..-. . ..... ....... ... ..... .. ....... . --.-.-..--.-.-.-..-...-.- . . .... .................. ..... ........... ... ......... ... ....... ................. .... ............ ..... ..................... .......................... . ............. ........ . ..... ....... ................ .................... ................. ................ ........................... .... w .... .... PRODUCI M 1 131qh SkMl Al I Vid" ®.k . Uul.R. Mu! 0411 1, No. PHW* MLL FAR 1 &*76410 IL - w At lam V, y �t Y•, l i f a 1 ? f I 2264-03 Tax #2391-274-03-001 JOB NAME_ Lot #1, Purchard Subdivision LESSIG 166 Paseo Drive, Carbondale JOB NO. " I y JOB LOCATION BILL TO DATE START D 3 D3 DATE COMPLETED DATE BILLED `_� -' I ' - •J Q l 1.. T ..� 't +l ' �L !1, l� ( C. �.? ��.'i t L� � '� l'� C% N •.7 �'/ "1. ID C [P C Ie lCcY� rJle ' ^Y ioc-�CS r ��'. '� �" � �j =^ L �♦ G"' �, �� <y C� C� N C c iv t' CAL i' S C 1J i C' C :.J � V t' N l f Y P S r4 i (C C' , 5 C Qc } \ Lj 2_ C } JOB COST SUMMARY cc TOTAL SELLING PRICE I i. ,`, �� � �, �T l r `�� ! - �- t "�• J � c„ � � 9 r .ice � -� I � ; L,_r_ f�. � c` t., TOTAL MATERIAL e �F t C_ -I'L'\ P_ ( v Q riA c) ti TOTAL LABOR rL �f a2 J C �� r �. c 4 �, ry INSURANCE t c�, e t �� t v 5 �esv . L' c e SALES TAX c l 1 v� z r [ e C 1-e N1 YL W j MISC. COSTS Ile CC VIA- �,�'r v.�L u -1—, , � � s , ,� TOTAL JOB COST GROSS PROFIT iA e. A P,� e c > ` E'_ (� -�7 � C� (L 0- �' NC> �J i C � � e � -� tC%✓L � (L LESS OVERHEAD COSTS % OF SELLING PRICE (v.4 1 c� c. \ �. C c` .J 1 k : C. C� n . 5 S , t l �iw NET PROFIT L-01) JOB FOLDER Product 278 A. JOB FOLDER Printed In W& 1 4)70 o ly-7 Lc Cd C-J4 Y ti G,:LE/VV y ., l a cyu S d-o, e.t, a . - G.eya��L d �c ��-t�.t.t �, �q of a [eve �S 5 C t �— 4 q! e-, Co Q N cc cv U C V� $ 4 � C(/(•1 W t � �- c � � Cco v •� �- N�j L w cy G.v e e t/ c l� �c r c c � 1�.� c�v�K� � � &es rr Is �Y'P rnv� IQ , wu a ,�8 LOS,� d ,In-t 4,1 d S t� I� 2r C, L-. wbu) 1 � � Y� � yr s �e f4 (t d e eetiere�— — b sCl rp t d ,� IV J s a, SO9pd !,S = (v7S �pd - �o% �ticrease 9a�b4se �r4-.vde,z 1U d A P �'� , rr� F, d ti r c. 6,10 2 S p. _� w 1013 -q4 tx�iSoroN C%16 re4 y p 1►� � e � c�eS�S�, i N rtiee 'Ale-e, N k CU.1N� � SIK Gf y 7 yttieer,u5 G.Ie.v�,r�cA S(�`c•us s c� It i� n (a f wir'^ �erec i W,.)�er5 Re✓rSrdNS \ Currey S de,r CJ �e-<-,tec. l �� Aeco vx�ew�L�1� eQ d �rdM�0 3 •IRifc,e c' `� »- hoes (Dd( c� air ve.vA\s 2.-tCe+p) -OV, too} C..ir ive� 6-y l2ykrs x 3b>~rs 10(3 1?pd U 5 e. 1)2Sa q 41tv„� -T-k i �to� ��r bed- 3bebtooMs • 2p`A 7S y/p 4Sa 9)0 sl I.S 67Sq pc� C•�cbu-7 cft't �e�" 20°(0 lnsereaSC L,-f. /�• b�s�� a� 2On,K�,Nc4 6TA91- 1013 -X !._3 tN�rese t- t{Ocfc ra-8ac.vr ra�cr c,5 deIV Ll � ' '� � � l> t t3Y1.� f�E�>tiw�%�" i lsS�� rk �� GG�-sGS�i.�-- Gf- � /� r�2.i Or�/ Cr.�.�,-•c� .� �� T�� � ff �i� /�t Dl(�i- lh'�2 c,.r,���✓act �K�-•�-�^-�� ls+-��ll�l,ii✓ �Lhyt�- �j.ti �:.� ' D�ru►-.r Sc�-(�,, /--a.V GLosG Ai��a� '70 /tc,d�f L+cs�'rfbt�.'� V ��. # �% v r -�d hfi�— � s'� ©-►..r �- �, � s �z � � �.ct� s� � t � r// u�. �� � �- � o rt.�. �' Q Recycled Content M,v V `( �� J-N �� I'1 r'+' G. a �l C.{ti,: +�`ZOL✓�'-Z►/� ihlt't�i. �ntxi00. Post -Consumer / t J�✓�� i^fJ'7N5 O y/�1 r llZ3 I / 1 \Yt S f z4 l (/� 5 lYL(J�fi:X" U>t' °d!^' 'j�✓J.dG Si u d� /�/�6' /i _ L ��\ [A e�w m -' 0 0 i z D - O U l,.a J C) a t W i N LLLJ t - 11 W z z O O - O V) W WLLJ J O Q j W t 0 z Of Q W a U) H z z W W W > U 0� N Q 1- z W W N > > W 0 � Q F \ Q rn 0 N N LC) to O CLEANOUI BOUNDARY_CN i' r, .. ... � Y.. _�x.. tea._.. .r _, .. .::, z:_: s �,, , .x i , � _x. _ VICINITY- MAP.- Ti. <_....r . c.. s._. w . _ 2 _ - . a SCALE: 2000 , _ + _...,... .,. .. max... ..<. „. ..• , _... _, - - IN STALL 1250 y R TI N .. , A N S C .._ .� z_ .. . F .: _. s :.: , a ram.. f 4 , .. -2 , ... a..., .... - ..__ ., T7�N K Mki�l I w -..,._ , _ . PIN 4 RISER 5E GENEFAL NOTES I I TA 4� NS L �> _ ..<:�. rALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE EAGLE COUNTY W R r_ rt ,� w PVC SE E _{ .� , .�,�,._ _ , • ,. F v _. REGULATIONS OF INDIVIDUAL EWA 1 P SASYSTEMS.V N TH H r ,, .„..�,, 4 45 SWEEP .BEND L S GE D S 0 L EVEN THOUGH _ ,,. F „r r - ,/ r P ,.- ... w s_� .�., 3 ..� AL H REQUIREMENTS N TY L SUC ARE NOT SPECIFICALLY NOTED ON THE DRAWINGS. ..----�' SEWER LINE _ THE CONTRACTOR P F - - O 0 z \,^ V) 7 L / � W `0 of w p C) U �' �.` ...,.. ti y: ��~•e i=:.z ---------- -- HA - - -- - - - -- -- H - - C S IIII S LL BE RES ONSIBLE OR SUC SPECIFI DETAILS A DMtr\F ILL 7 1 INSTALL AR INSULATION OVER SEWER PIPE WHEREVER DEPTH IS 3. S LL BLUEBO D J / / \ LESS THAN 5.0 FEET. f / MI \ \ \ / ( N ) 14. THE ENGINEER SHALL BE CONTACTED FOR SITE INSPECTION PRIOR TO /\ BACKFILLING OF SYSTEM COMPONENTS. '- -I \\ \ 15. DESIGN OF ABSORPTION BED BASED ON SOIL PROFILE INDICATING 1-FOOT OF TOPSOIL OVERLYING SANDY LOAM WITH GRAVEL AND SCATTERED BOULDERS TO A PROFILE DEPTH OF 8-FEET. BED SYSTEM CHOSEN FOR DESIGN TO MINIMIZE ` \ \ \ SCARIFY SURFACE \ / E VEGETATION. �BE N ATH FILL � _ SITE DISTURBANCE OF WELL ESTABLISHED CEDAR AND PINION GENERAL ABSORKON BED k ' t . `S 4 ,1 •4• 4' • Y. \ \\ 4 _ INFILTRATOR UNIT TYP. \ \ \ \, WITH 6 SEPARATION o 0 0 0 0 0 0 0 0 _ a 2. THE BOTTOM OF THE ABSORPTION BED SHALL BE LEVEL.. ( ) \ \ \\ \ �J C� o/\ , /'l l"�of1 ,� T1 /-\o �'� o �\ \ 3. DRAINAGE SWALES ARE TO BE PROVIDED ABOVE AND AROUND THE BED, AS BOTTOM LEVEL -AND \ \ EXCAVATE BOULDER MATERIAL TO A �J \ f' - \ o ROUGHENED / / NECESSARY, TO PREVENT SURFACE RUNOFF FROM ENTERINGABSORPTION AREA. o� C� oo - ' DEPTH. OF 4.0 BELOW INFILTRATOR o w \ \ UNITS AND REPLACE WITH 6 OF MASONARY o a O o o \ \ 4, INSTALL INFILTRATOR IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. \ \ Q U �J V `J O . / w / O _ t _ �/ \-/ SAND OVER ONSITE SELECT OR 6 MINUS UNITS SHALL HAVE SIDE SEPARATION OF 6 BETWEEN LATERALS. / / I PIT -RUN MATERIAL \ o 0 0� \ \-� W O O \ \ 5. BED BOTTOM AND SIDEWALLS MUST. BE RAKED TO REMOVE SOIL SMEARS ' o 0 0 � � a p / / 1 NCURRED DURING EXCAVATION. o 00 0 00 00 00 00 0 \ \\ SOLID CAP FOR ., \\ \ r cad d0 �O �O _ SUPPORT ®BOTTOM � / / � _ 6. N0 EXCAVATION OF ABSORPTION FIELD IS TO BE DONE DURING WET WEATHER p� o 0 0 0 0 0 0 OF TRENCH OR BED �N1 \/\ ,\ AND USE OF RUBBER TIRE VEHICLES OVER ABSORPTION AREA IS PROHIBITED O �� c� oa o� o0 00 \ f (BOTTOM OF SAND) _ o 0 0 0 o p.� 0 p o o O O ! 7. BOULDERS EXISTING WITHIN THE BED SHALL BE EXCAVATED AND N o o \/\/ .. / / . / / / / r i i i / / i i\\ ✓� BACKF I LL SHALL CONSIST OF ONS I TE SELECT OR PIT -RUN MATERIAL. �� INSTALL 4"o PERFORATED PVC AIR VENT COUPLING INSPECTION WELL WITH REMOVABLE CAP AT EACH CORNER OF FIELD TO THE FULL DEPTH OF EXCAVATION. WRAP PIPE 1N FILTER FABRIC. 4' (MIN.) EXTENDED FIL R COUPLING INSTALL SCREEN DO NOT GLUE COVER, #16 OR _ TIGHTER MESH 4" 0 , EXISTING 18" SOLID PIPE SURFACE 10" MIN. COVER 18" MAX. COVER TOPSOIL BACKFILL \ \ \ 3 MIN. SCARIFY SURFACE \BENEA TH FILL \ \ _ •C •5 .:r / f ,i. K- / / / / INFILTRATOR UNIT (TYP.)\\/\\/\\ r\\ \\ WITH 6 SEPARATION o O \�,\/\/�/\/ 0 0 .� \ �0 0�o Qoo ooa o00 0 \\,, , \\, (ROUGHENEDM LEVEL ANDI n (� EXCAVATE BOULDER MATERIAL TO A O v D O O `i`✓ O DEPTH OF 4.0 BELOW INFILTRATOR O p v o " 0 OO� �O �O�UN I TS AND REPLACE WITH 6 OF MASONARY p a SAND OVER PIT -RUN MATER I OR 6 MINUS ovo o /\/\ \ \ o.W o0 0op \ Za� o 0 0o 0 SOLID CAP FOR ` \ 0 - 00 00 o O0O o0 0O o0O o 0 \/\\•\ \ / a F- 0 0 \ \ SUPPORT ® BOTTOM .. a o 0 0 0 o coo o d a o 0 0 00 0 /,/, OF TRENCH OR BE) �.. o o �o (BCJUO O�oO OOP OVao OUao oD p (BOTTOM OF SAND \ram \\ -� S BED CROSS-SECTION (TYP.), - N.T.S. € E t i SC LE: 1 "= 2000' t 4" COUPLING 4" RISER MOTES 1. ALL CONSTRUCTION SHALL B IN ACCORDANCE WITH THE EAGLE COUNTY 4" 45' SWEEP BEND REGULAT I ONS OF I ND I V I DUA SEWAGE DISPOSAL SYSTEMS, EVEN THOUGH 4" SEWER LINE ALL SUCH REQUIREMENTS AR'' NOT SPECIFICALLY NOTED ON THE DRAWINGS. THE - CONTRACTOR SHALL BE ESPONSIBLE FOR SUCH SPECIFIC DETAILS AS ARE REFERRED TO IN THE ABOVE MENTIONED REGULATIONS. 2. FLOW FOR BED: FLOW - 3 BEDROOMS * 2 PERSON!!/BEDROOM * 75 GALLONS/PERSON/DAY`ISc 450 GPD = AVERAGE DAI'Y FLOW.: DESIGN FLOW = 1.5 + AVERAGE = 675 GPD (0) ***INCREASE BY 20% FOf USE OF GARBAGE GRINDERS, 0=810 GPD*** 4" x 4" x 4" PVC WYE SEPTIC TANK: MINIMUM TOTAL TANK SIZE: Q * 1 DAY/24 HRS * 3W HRS = 1013 GPD CLEAN OUT INSTALL ONE 1250-GALL N CONCRETE TANK WITH BAFFLE ASSEMBLY ***INSTALL EFFLUENT.F LTER IN SEPTIC TANK OUTLET*** I I /� STANDARD ABSORPTION AREA SEWER CLEAN OUT T DETAIL A = DESIGN FLOW APPLICATION RATE BASED ON PERCOLATION APPLICATION RAT17 TEST RESULTS OF 15 TO 20 MPI AND LTAR N.T.S. RECOMMENDATION FROM VICTOR ® EAGLE = 810 GPD 1013 SF COUNTY ENVIRONMENTAL HEALTH P USE OF STANDARD INFILTRA OR UNITS IN BED CONFIGURATION: INCREASE AREA BY 1.30 PEf REGS AND REDUCE AREA BY 40% FOR USE OF INFILTRATOR UNITS (1013* .30*(1.00-0.40)/15.5 SF/UNIT), 51 UNITS REQUIRED. AIR VENT 3. CLEAN OUTS ARE REQUIRED T ALL BENDS AND AT LEAST EVERY 100 (TYP.) FEET ALONG THE HOUSE SEW R. INSPECTION_ WELL 4. THE CONTRACTOR SHALL BE ESPONSIBLE FOR INSTALLING ALL ® (TYP.) WATER TIGHT COMPONENTS, RIOR TO THE ABSORPTION AREA, TO PREVENT INFILTRATION. 5. TOPSOIL COVER MAY BE VARIED (WITH 1 FOOT MINIMUM) TO ALLOW t • FROM LANDSCAPING. SEPTIC TANK 6. INSTALL RISERS AS NECESS RY TO BRING ALL ACCESS POINTS TO WITHIN ONE-HALF FOOT OF INAL GRADE. 7. LOCATIONS OF -ALL COMPONQTS MAY BE VARIED AS NECESSARY AS LONG AS ALL MINIMUM DISTANCES AND SLOPES MEET THOSE REQUIRED. 8. PROVIDE POSITIVE DRAINAGI OF SURFACE WATER AWAY FROM ABSORPTION FIELD AREA USING DRAINAGI SWALES AS NECESSARY.. 9. SOILS AND PERCOLATION IN ORMATION PROVIDED BY VICTOR AT - EAGLE COUNTY ENVIRONMENT L HEALTH VIA PHONE,APRIL 17, 2003. ?HIS.DRAWING DOFS NOT CO_.STITUTE AN ISDS PERMIT. PERMIT MUST BE _t CBTAINED FROM APPROPRIATI CITY -OR COUNTY OFFICIALS. ® ® ENGINEER MUST OBSERVE COI STRUCTED SYSTEM BEFORE BACKFILL AND PROVIDE REPORT TO COI NTY. 11. THIS SYSTEM IS SIZED FOR TYPICAL DOMESTIC WASTES ONLY. BACKWASH OR FLUSHING FLOWS FOR RE ERSE OSMOSIS UNITS OR WATER SOFTENERS TYPICAL BED PLAN VIEW OR FILTERS SHOULD NOT BE INTRODUCED INTO THIS SYSTEM. N.T.S. 12. SITE PLAN INFORMATION FR M JORDAN ARCHITECTURE, MAY 2, 2003. 13. INSTALL.BLUEBOARD INSULATION OVER SEWER PIPE WHEREVER DEPTH IS LESS THAN 5.0 FEET. 14. THE ENGINEER SHALL BE COIlTACTED FOR SITE INSPECTION PRIOR TO BACKFILLING OF SYSTEM CO PONENTS. 15. DESIGN OF ABSORPTION BED BASED ON SOIL PROFILE INDICATING 1-FOOT OF - TOPSOIL OVERLYING SANDY IOAM WITH GRAVEL AND SCATTERED BOULDERS TO A PROFILE DEPTH OF 8-FEE BED SYSTEM CHOSEN FOR DESIGN TO MINIMIZE SITE DISTURBANCE OF WELL ESTABLISHED CEDAR AND PINION VEGETATION. 1. ABSORPTION BED SHALL NOT EXCEED 100-FEET IN LENGTH. 2. THE BOTTOM OF THE ABSORP ION BED SHALL BE LEVEL`. (AEGIS% .r 0 ..... O 3� •• D• NF •'ti fixi t Lu Z 2 3. 4. 5 f DRAINAGE SWALES ARE TO 81 NECESSARY, TO PREVENT SU INSTALL INFILTRATOR IN A UNITS SHALL HAVE SIDE SE BED BOTTOM AND SIDEWALLS INCURRED DURING EXCAVATI PROVIDED ABOVE AND AROUND THE BED, AS FACE RUNOFF FROM ENTERING ABSORPTION AREA. CORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. ARATION OF 6" BETWEEN LATERALS. MUST BE RAKED TO REMOVE SOIL SMEARSLu - N. - k A �'�. t `.•• -� ®x' _'Q,��, 6. NO EXCAVATION OF ABSORPT AND USE OF RUBBER T I RE V ON FIELD IS TO BE DONE DURING WET WEATHER H I CLES OVER ABSORPTION AREA IS PROHIBITED ccys �•.a.-- 7. BOULDERS EXISTING WITHIN THE BED SHALL BE EXCAVATED -AND BACKFILL SHALL CONSIST -Off ONSITE SELECT OR PIT -RUN MATERIAL. ZLn \ 0 0 a \ w `n 0 Ld ui W W 0' Y Q -� 0 U 0 L� S. NO IRRIGATION SYSTEM SHA L BE INSTALLED ABOVE THE FIELD OR AN SUCH A MANNER AS TO IF FRIGATE ANY PORTION OF THE FIELD AREA. PROJECT NO. 2031010.0218 SHEET