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(DEn(Wn O cft x L ( n to x H- :� cn �5 (D H- O O Or (D to 1t7 (D rn :� E O n �3' rt- t-i cn rt H- H- o H-1-0 O W W tt W o ��l rt to co Di rt ro� W W LQ rt zc t7j t_ C . H C Ln 4. tzj �. _ d � 151z carana Avenue, Suite zu Glenwood Springs, Colorado 81601 (303) 945-1004 October 13, 1988 Mr. Sid Fox Eagle County Environmental Health Department P.O. Box 850 Eagle, CO 81631 RE: Ted Guy ISDS Dear Sid: Please let this letter serve as a letter of transmittal for the Guy ISDS in Mid Valley. I am transmitting the plan along with the letter which has been authored just previous to this letter. On October 13th, I inspected the Guy ISDS, at which time we determined that the system, as designed (enclosed), can be a gravity system. As you will depict from the letter enclosed, the major item which can be eliminated from the orginal plan is the dosing tank and pump. Ted is currently starting excavation for the field. I apologize for your not having received a copy of the plan. Fowever, as it works out, the revisions and plan can be submitted together for your approval. Another matter that I would like to transmit is the Eagle County's copy of the Colorado Flood Proofing Manual. I appreciate very much the use of the Flood Proofing manual; it helped me enormously. As I indicated to you by phone, we are currently in a floodway revision with the Federal Emergency Management Agency. This is the first revision for Garfield County, and as I understand, Eagle County has never been through this process. I will let you know how this revision turns out (i.e., give you a report) so you may know what to expect in the future if Eagle County has to initiate any floodway revisions themselves. Again, thank you for the use of the manual. If you have any questions regarding this letter, please do not hesitate to call. Sincerely, SCHMUESER GORDON MEYER, INC. f Simonson JS:lc/8151 Enclosures October 13, 1988 Mr. Ted Guy Ted Guy Associates, AIA 351 Highway 82 Basalt, CO 81621 RE: Guy ISDS Dear Ted: 1512 Grand Avenue, Suite 212 Glenwood Springs, Colorado 81601 (303) 945-1004 Per my site investigation on October 13, 1988, it appears that your Wisconsin mound system as detailed for construction (SGM Job #B8151A), dated August 10, 1988, can be gravity fed instead of a pumped system. The following changes will need to be made to accomplish a gravity system: 1) The distribution piping in the field must be increased in size to a 4" diameter, perforated sewer pipe. 2) The line coming from the septic tank to the field must be a 4" solid wall sewer pipe. 3) The distribution pipe in the field must be interconnected (i.e., the laterals must all be connected with header pipe at the front of the field and at the end of the field). 4) The dosing tank may be eliminated from the plan. However, the 1000 gallon concrete septic tank must still be installed. The bed construction, consisting of two feet of sand, must remain along with the 6 inches of gravel below the bottom of the distri- bution piping. The gravel must cover the top of the pipe and then be topped with Mirafi® 140-N filter fabric. Finally, the six to twelve inches of topsoil must be located on top of the MirafiO. I will be submitting a copy of this letter to Sid Fbx with Eagle County. I hope this letter serves its intended purpose. Please do not hesitate call if you have any questions. Sincerely, SCHMUESER GORDON MEYER, INC. Simonson G JS:lc/8151 cc: Mr. Sid Fox October 21, 1988 Mr. Sid Fox Environmental Health Department Eagle County P.O. Box 179 Eagle, CO 81631 RE: Guy ISDS - Mid Valley Dear Sid: 1512 Vrand Avenue, Suite 212 Glenwood Springs, Colorado 81601 (303) 945-1004 i RECEIVED OCT 2 a Ba D?pi 0 Comm, . uev. Eaglea CO SM31 Per my site investigation on October 21, 1988, I was able to observe the progress of the construction of the Guy ISDS. As of this date, the Contractor had completed all of the bed construction with the exception of the topsoil. All of the pipe was installed from the house to the septic tank, and from the septic tank to the field. Essentially, re- maining work for the Contractor is backfill. My observations indicated that the bed was constructed per our plans and as revisions. If you have any questions, please do not hesitate to call. Sincerely, SCHMUESER GORDON MEYER, INC. f Simonson JS:1c/8151 cc: Ted Guy THEODORE K GUY ASSOCIATES PC ARCHITECTS AND STRUCTURAL ENGINEERS KV o OIL .. n October 28, 1988 Mr. Sid Fox Eagle County Community Development Environmental Health Office 551 Broadway Eagle, CO 89631 Dear Sid: The individual sewage disposal system beinq constructed under perm) *887 is bemq installed by Gil Lynd Plumbing and Mark Gressett the Excavator. Their addresses alas follows: Gil Lynd Plumbing and Heating Mark Gressett P.U. Box 397 501 Sopr(s Creek Rd. Basalt, CO 816211 Basalt, CO 81621 Please call if you need additional information. Sincerely y urs, Theodore K Guy THEODORE K GUY ASSOCIATES PC Ikk 88138L1 w 351 STATE HIWAYB2 P.O. BOX 1 640 BASALT, COLORAOO B1621 (303) 927-31 67 FRS[__➢W�1W/lRM1��!R'n1L�I"'Y'RT,l.T'.�'an.RingiAf,�'lm,R'IT-�11�1��.'].'lf�rtT[S�nn� HOME CLEANOUT DIE TA/L ,9p L CLASS O S \ SLOPE /S AMP CA Lfr BREAKERT AtARM ALARM IX LCCATEB N lKK6E' 0n0 / I2"ALL AROUND / BED - - 6" TOPSO.C. / ill MAX SLOPE NATIVE BACKFKL 1 / A/ WATER LINE SCALE:/ 20' J �c 1 w /IRR/GAT/ON w DITCH / r, G • w 0 E, COPELAND CONC./NC, /DOO GAL � r G CONC. SEPTIC TANKS OR EQUAL ' S\ I EELECTR/C, TV, _ ,� , Tlr TELE. B GAS LINES \ DOSING TANK 2 VC CLASS I60, SLOPE \ TO /n' BACK R7 DOSING TANK BARN \ \ \ MOUND LOCATION \ \ -9B 9q \ \ \ `9p -7 �tr " I I S� RAL LP M Ydb /5 AMP CMCLYT BREAKER i9R PUAW URDE•WRXWD BURA!D CABLE EITHER ROUYD OR FLAT SITE PLAN 116-2 COA MR C ro FLCA ALARM CONTAx S✓ ELECTRO MODEL WCC A• L£ RLGY ✓ /0_5 PVC BOX 9 FLP T SW,RYI �I I L L6E NP-P LOHOLCRA4 W/ GRNM'O lF OVER 60'�/ `� #16-3 RUM^ STRAN RELEF �N4-P roNOUC]UP CABLE ftW ALARM roNTM1W. � Tp ALARM FLpCT wpP ro CA L r BREAKER �L WIRING CONNECTIONS FOR ALARM BOX B AWS-I LEVEL CONTROL *.4 FROM RDl4EVENT MN UNOERSRx.Ntl CABLES FOR PU.1P a ALARM C TAM 20' DU. RLSER PPE iae PL M IrTAjI7W BOFFLE -�V, /OGD GALLON COAL. ((IL�J�� SEPT2' TAMY T YPICAL INS TA LA ALLgY TRA CABLE O PDWER - 9 ALARM CABLES M REMOVE P( e P W/O OL4LVNNLCrb W/R%`VG BErWEER :.. IDNKS e /AN6E l _I- 10 GALLON TAW USED /L GRN/T IXIYTY.G MXE RLSER PPE C/P/P ro sOL/p cwuWD ORYL O/A. /AJLE N N O PPE TAW ALERT 11 PLUS SYSTEM FLOCr (BY S✓ ELECTR) SYSTEMS) \ a" CYMCRETE BLCC'K MSTALL 4"OM. HOLE B' ABOVE TAMP ro MM 8 CONTROLS CLEAN -OUT DETAIL . l" CLASS 200'PVC LATERALS (TYP) 'HOLES LOCATED i=F3Z � DOWNWARD /6' p• 3' 3' 3' 3' 2• M/RAF/ /40N FIL TER FABRIC 6" TOPSOIL l2" 7i7PS0/L 2: I MAX SLOP£ _ _ / �o ° ° GRAVEL ° o o oL4 ORIGINAL GRADE SAND � ` ION(q/ /0 "It PVC VER 1AROUND PERIMETER OF BEDI 6" ALL AROUND ORDINARY HIGH N BED GROUND WATER 17 - SECTION A -A GENERAL NOTES 1. All materials, installation practices, setbacks, etc. shall conform SCALE.- I"- 2' to Eagle County Individual Sewage System Regulations. 2. On Feeder, Manifold and Lateral Lines, provide sufficiant slope to- wards their inlets to allow the piping to drain. 3. Sand shall be medium texture sand. > 25% 0.25 - 2.0 mm < 30-35% 0.05 - 0.25 mm > 5-10% 0.002 - 0.05 mm The Engineer may require that a gradation analysis be performed to _ certify that the material proposed meets this specification. 4. The Contractor and Owner shall take whatever measures are necessary to assure that (a) the dosing tank, septic tank and sewer lines are completely water -tight to prevent infiltration of groundwater into the system, and (b) the system is to be installed to prevent freezing of all pressure and gravity sewer lines. �� (" ' �f 5. al The Cou Fy Engineer shall be notified when construction commences so that the system can be inspected at regular intervals to assure J/ conformance with these plans. 6. If the last hole, based on 30 inch spacing, is egual to or greater than 75 inches from the end of the lateral, put another hole in the end cap of the pipe or close to it. 7. Stone shall be 3/4" - 2 1/2" crushed rock. 8. The amount of fill outside of the sand area may vary from what is shown in Section A -A to allow the homeowner to blend the gourd in with the Landscaping Plan. 9. The area disturbed by construction shall be reseeded with native grasses to prevent erosion. 10 Use risers as needed to bring septic tank access hatch within 6" of finished grade. (Bring dosing tank access hatch to grade) 11. Cast iron pipe or pipe of equal strength or other pipe properly supported to prevent failure by settling shall extend from septic and dosing tanks for a distance of at least .five (5) feet from the inlet and outlet ends. 12. Site map and topography supplied by Owner. 13. No vehicular or livestock traffic allowed on bed. 14. The location of the mound may be adjusted in field to better fit the site, provided all setbacks are. met. 1. Flow = (38R) (2P/BR) (75 gpcd) = 450 gpd ' 2. Pere rate 5 minutes per inch. , 3. Sand Absorption Area 1.5 ( Q ava) = A, L.R. = Loading Rate ( 1.15 for sand). L. R. A = 1.5 (450) = 586.96 sq.ft. 1.15 4. Basal Absorption Area = 450-V25 = 450 S.F. (sand area controls). 5 5. Use rock area of 16' x 37' to provide 592 ft2 of Sand Absorption Area. e E MANFOLD �1NE Z• TEE 3, TEE (5 REO' SCHMUESER GORDON MEYER INC. ENGINEERS & SURVEYORS 45•BEND V M 1512 GRAND AVENUE, SUITE 212 2"-90' FITTING BUSH DOWN I3031 945 (2 REQDI SPRINGS, COIORADO 81801 > 2' CL. 160 PVC FEEDER 3O31 - 1 004 LINE FROM PUMP REVISIONS GUY ISDS EAGLE COUNTY TYPICAL LATERAL GDLQRADQ NO. DESCRIPTION DATE BY CNKD. INS TA LATION DETAIL ,{,�/SCONS/N MOUND N r.s. 58151A 1 940.88 1 HMS. I AAOTED 1 ✓SS I / Or / u 5ca,ie� { =20 qo q2 ry � /l(�/--_-__.--" /;, .'.,., .; - �/'TOrb YO�NT .Jj � � - _ % _�--�---•.-_..,,...__-L ,/_ �=w iR-e'�GVPl?cs-� o�TGH L D Too �,E ti TO r �- _ \� -�,..� ,� %_ � �- _ -% ��. _ � "_._x. . ��.. ¢F.M°` I �-,_x r✓ r _ .. � �iow� � 2 P'WH \ t Y�x VIC INITM' M4 it N1TS k CHlcice,-a Camp � _ 1 u ; INF�2MATIotJ moo'+vN TPKG.1 ?RvM TOPa"->eP^P�iG Nw.PPin1 7 �ATEv 1 JUl.7'i9�� UNry 4 W NW F. Q W O (n NF QU N U Y0 m 2 co Wa m0 F Q¢ OW m=0Lu m = X Q m N WI 0Hjm U co on4o F. ammo? uj 0 LLI cn W x M ILI Z J W 't -1 O I -jc, m 03� W ml'74 in Olt aom DRAWN CHECKED[Z'-G-7 ISSUED - , ?'>� A1a1 THEGj3oME K OUY ABHOCIATEB PG APCHITECT8 AND $TRUCTUQALENOINESAB February 11. 1998 Ray Merry Fax 970 328-7185 Eagle County Cc,mmunity Development Eagle, Colorado Re: Heron House, 0743 Willits Lane, Basalt, Colorado Dear Ray; When we bought this property in 1966 it had two trailers, each served by its own individual septic system. System one served a two bedroom one bath trailer it is now serving the old homestead residence that was restored in 1992. It has a concrete two compartment tank located in the apple orchard north of the homestead residence. System two served a five bedroom two bath double wide trailer that was the primary residence at the time. This system has a 1500 gallon concrete two compartment tank located on the east side of the barn and the leach field is north of the barn. This is the system that will serve the new employee structure we have named Heron House. 1n 1988 we applied for a third and new septic system for our primary residence. I believe that was permit 88-7. The system was designed by Schmueser Gordon Meyers. it was built in accordance with their design drawings and consists of a two compartment concrete tank next to the house with gravity flow to a leach field that contains imported sand in a fabric lined pit. The water table is relatively deep because we are so high above the river. We have a 5'-4" deep crawl space in our primary residence that is above the ground water level. Please call if you have any other questions. Sincerely Yours; T-::i uy, AIA,PE, President THEODORE K GUY ASSCCIATES PC TKCilt kg 98101 Lt z3280 -WO pwER5 FiQAO P.O. BOX 1B4u 6A5A L7. COLQPA00 g1E21 (470J 4?7 31G7 bl r UOt 1 y'J4 1 J. 4b y (Ulj,1 1 4bi j I HEUDUHE K. C�UY ASSUC PAGE ©? Tlr EDOORE K CUY ABSOCIAYEe PC AFACHITIECTid AND STRUCTURAL eNOINEURS February 11. 1998 Ray Merry Eagle County Community Development Eagle, Colorado Re: Heron House, 0743 Willits Lane, Basalt, Colorado Dear Ray; Fax 970 328-7185 When we bought this property in 1986 it had two trailers, each served by its own individual septic system. System one served a two bedroom one bath trailer It is now serving the old homestead residence that was restored in 1992. It has a concrete two compartment tank located in the apple orchard north of the homestead residence. System two served a five bedroom two bath double wide trailer that was the primary residence at the time. This system has a 1500 gallon concrete two compartment tank located on the east side of the barn and the leach field is north of the barn. This is the system that will serve the new employee structure we have named Heron House. in 1908 we applied for a third and new septic system for our primary residence. I believe that was permit 88-7. The system was designed by Schmueser Gordon Meyers. It was built in accordance with their design drawings and consists of a two compartment concrete tank next to the house with gravity flow to a leach field that contains imported sand in a fabric lined pit. The water table is relatively deep t ecause we are so high above the river. We have a 5'-4" deep crawl space in our primary residence that is above the ground water level. Please call if you have any other questions. Sincerely Yours; may. T uy, AIA,PE, President THEODORE K GUY ASSOCIATES PC TKG/tkg 98101 Lt 23200 TWO RIVERS ROAD P.O. BOX 1640 eASALY. COLOPADO 81621 (970) i327-3167