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HomeMy WebLinkAbout1187 Gore Trl - 210715302006INDIVIDUAL 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. 2013-00 BP NO. 13350 OWNER: WILLETT & LOIS MOORE PHONE: 203-655-6508 MAILING ADDRESS: 26 PEMBROKE RD., DARIEN, CT 06820 APPLICANT: KEN HARKIAS, TRENDS WEST PHONE: 970-926-9898 SYSTEM LOCATION: 1187 GORE TRAIL, EDWARDS, CO TAX PARCEL NO. 2107-153-02-006 LICENSED INSTALLER: LONG'S EXCAVATING, JERRY McARTHUR LICENSE NO.25-00 PHONE: 970-949-4682 DESIGN ENGINEER: ALPINE ENGINEERING, GLENN PALMER PHONE NO. 970-926-3373 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 5 BEDROOM RESIDENCE 1500 GALLON AMCOR SEPTIC TANK, 937.5 SQUARE FEET OF ABSORPTION AREA, VIA 42 INFILTRATOR UNITS AS PER ENGINEER'S DESIGN. SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN REVISION DATED 8/14/00. MAINTAIN ALL APPLICABLE SETBACK REQUIREMENTS. ENGINEER IS RESPONSIBLE FOR FINAL INSPECTION. ENGINEER MUST FIELD VERIFY FOUR FT SEPARATION TO BEDROCK AT TIME OF INSPECTION. DO NOT BACK FILL ANY PART OF THE INSTALLATION UNTIL THE ENGINEER HAS INSPECTED AND APPROVED IT. BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL TGGH��E SEPTIC SYSTEM HAS BEEN INSPECTED AND APPROVED. ENVIRONMENTAL HEALTH APPROVAL: AT• rTUlX47k/ DATE: AUGUST 16, 2000 CONDITIONS: I. 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: 937.5 SQUAREFEET(VIA 42 INFILTRATOR UNITS AS PER DESIGN ) INSTALLED CONCRETE SEPTIC TANK: 1500 GALLONS IS LOCATED DEGREES AND FEET INCHES FROM SEE ENGTNRFR' S AS RijTT,T DRAWTNCI FnR SVgTFM r.OM20NENT LOrATT0Ns COMMENTS: THE FINAL ENGINEER'S CERTIFICATION AND AS BUILT DRAWING WERE RECEIVED ON MAY 22, 2002 THIS SYSTEM IS LARGE ENOUGH TO ACCOMMODATE A FIVE BEDROOM RESIDENCE." ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED EFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. Q ENVIRONMENTAL HEALTH APPROVAL ��`' DATE: MAY 30, 2002 ISDS Permit #_/✓ Building Permit # APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE- EAGLE COUNTY P.O. BOX 179 EAGLE, CO 81631 328-8755/927-3823(Basalt) PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00 PROPERTY OWNER: \Ji I' EW i Moore — MAILING ADDRESS: 7,4o ' tn6rtke- lkk ri en, CT 06920 PHONE • e.) 3 ira "pf3 APPLICANT/CONTACT PERSON: Kp�, �4C,rLir6 PHONE: 1707 i c►$et s LICENSED SYSTEMS CONTRACTOR: Lactcas' �xc �..i'n�;o� Tr1C ADDRESS: TO'Bex Sck!j , won PHONE: cl`-lC)- Tt PERMIT APPLICATION IS FOR: (x) NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: Lok- \Z Parcel Number:--.<-11617-611(�7 Lot size: 2,,T13AC. Physical Address: i%e-j ore -'Tv -.,CA Q0rAA\6ro— BUILDING TYPE: (Check (X) Residential / ( ) Residential / ( ) Commercial / TYPE OF WATER SUPPLY: applicable category) Single Family Number Multi -Family* Number Industrial* Type_ of Bedrooms of Bedrooms Spring ( ) Surface ( ) Name of Supplier:6qUn(, Cree-: NY1e, >4ric - *These systems require design by a Registered Professional Engineer Well ( ) Public �) NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" SIGNATURE: J�T�G` /ate DATE: yl-li o� *************************************************************************** f AMOUNT PAID: !15 () RECEIPT# LQ �' DATE: CHECK # j `T (a ( CASHIER: ALPINE ENGINEERING, INC August 14, 2000 Heather Savalox Environmental Health Division Eagle County Building, P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Re: Individual Sewage Disposal: System Permit No 2013=00. Moore residence,1187 Gore Trail, Edwards, CO Dear,Heather; This is to request approval of revisions to the previously approved septic system plan associated with the above referenced permit. On August 8, 2000, two soil profile,1oles were dug to - supplement 'information obtained from the original soils report. These profile holes were dug ` adjacent to the proposed septic system leach field as shown on the enclosed plan. (also see page 3) Profile hole #2: 2 ft. deep; 072 ft. very dry sandy, silty topsoil, 2 ft. weathered bedrock. "✓ Profile hole #3: 7.5 ft. deep; .0-7 ft. very dry sandy, silty topsoil, 777.5,ft. moist silts, sands and weathered bedrock, 7:5 ft. weathered bedrock. Based. on this information, as bedrocks dips downslope, it is expected that bedrock will be at downhill side of the 3`d row of infiltrators: +8. ft. on the 1"► (� Vel,; i GL� 1st i In addition to the soil profile holes, a two .hour percolation test was `conducted to verify the results of the previous test. We were concerned that, since the soil has 7' or more depth of topsoil which was extremely:dry (due to the extremely dry summer), the previous percolation test data may have been influenced by wetting of,the dry soil.'. Although pre -wetted, the previous/initial: holes were dry in '15-20 minutes (and no water was available on site to refill). Therefore a new percolation test was performed where a hole was pre -wetted and refilled twice before starting the actual test.The test took two hours to complete and 45, minutes of data was obtained before the hole went dry. The data indicates that the percolation rate stabilized at 4.6`min/inch for the last 20 minutes of the two hour test. "Given this information, we feel comfortable in reducing the length of infiltrators as shown on our previous plan, which is still based on a 25% reduction for 15min/in, or 30% for the 1..2 gpd/sf. The following are revised computations to; substantiate the reduced length of the leach field: Edwards Business Center • P.O. Box 97 Edwards; Colorado 81632 • (970) 926-3373 • Fax (970) 926-3390 *3 lal Q- 16 Art ALPINE ENGINEERING, INC. PROJECT M CMG- �Es. LoT t Z 64!29P i QUE-*A DATE A L) 6 g. Z <76' PAGE-�J—OF PAGES I i G t,*' 07 ' 3 � 8 /� 13 147 3 yI 6 ' rn 3 13 / 8 r 1. i I � i r 2 X PINE ENGINEERING INC. Alpine Engineering, Inc./P.O. Box 97/Edwards, Colorado/81632/970-926-3373/FAX 970-926-3390 F-*88HYW!E-- TRANSMISSION r DATE: -ZZ -pZ JOB T LE: LOT (Z f tacrne w ,� °° tip: ka Name: Name: Cosa m Company. S Company. Fax: Fax: Fax: Name: Name: Name: Company. Company. Company. Fax: Fax: Fax: Number of pages (including cover sheet) z (� REMARKS: JAJVET - A I E" ,1' v r5 "( fled 6-e C v F {G I Fi ILi 4 I( SI d •f �c47 • i f �,, 5 /zf la Ve,v 'f Q,�/ - AA 7 e- t x/7 W WA, - Uv� ee.F�7P-A if AIPT(W €ttgii,teeing, fnc, .C1. fax 97/Edwards, Colnradti/81632/970-926 --7'373/FAX 97&-926 --33gO FACSIMILE TRANS3MjScj'ON MC2V-^X:3- WA-M'.M MCi-t GI • MAOM Ti-i- Cr3fi C ff it ihiTV Chit i UCCA Tii Gri,=>=, i 06 a 1� tc b � •L 9 ; 04 i iZ � �i a� r i i 1( ; rr.. -= m i T . f T"-Ii i6 iTkJ rl It 1 i —^i TI i J -0(/) �g 0 z a- v° m Q� 0 A 1 1 1 � � o 11 1 1 1 1 as 1 �a 1 � I rn \ N \ \ ok 1�_ 1 ..- q-- o.III,Di W Mm illlllll - - o� 0NX I ` Ilh •i (I II II II 1I I Ii IIII 2013-00 Tax #2107-153-02-006 JOB NAME_ Lot #12, Filing 34 MOORE Cordillera Subdivision 1187 Gore Trail, Edwards JOB NO. J 1 ^^A-I^M BILL TO DATE nnTARTED a DATE COMPLETED DATE BILLED S SGt-u lh�✓t 0 L1 �i" t4n- % i !/i4 L(/liil 41� In h re is3tom. d 4 h-cTA�l ,:22, m &6 A C-T n � y , ; m �� /-6 JOB COST SUMMARY q3-,_� z GA- Y12 ,,� /�-q �zys �2, �' �u r c' , c.�'6� TOTAL SELLING PRICE 0- 7 US � e f�/Pj/ �l7 TOTAL MATERIAL TOTAL LABOR I INSURANCE SALES TAX MISC. COSTS lN' ' 9 ' W TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS % OF SELLING PRICE ou NET PROFIT JOB FOLDER Product Z78 U 0 JOB FOLDER Printed In USA J GENERAL NOTES 1. Contact Alpine Engineering, Inc. at least 48 hours prior to installing any septic system improvement. j 2. Compact sewer trenches to 90% standard proctor density, or per soils engineer's recommendations. 3. Provide risers on septic tanks to finish grade. 4. Comply with all Eagle County and Colorado Department of Health regulations regarding septic system installation. 5. Provide inspection portals per Eagle County regulations. 6. Provide minimum 5ft horizontal distance between trees and sewer lines and septic tanks, 7. Field align sewer to avoid existing trees, buildings and structures. 8. Provide 4ft minimum cover and 2% minimum slope from building to septic tank. J 9. Provide cleanouts at bends. 10. Gravity sewer line to be SDR 35. j I 11. Provide 6ft minimum between trench walls. 12. Install Infiltrator system per manufacturer recommendations and Eagle County Health j Department requirements. 13. Do not begin sewer construction prior to notification of Alpine Engineering, Inc., j Glenn Palmer 970-926-3373. The septic system is also to be inspected by Alpine Engineering, Inc. prior to backfill. Contact them for this purpose as well. 14. We recommend that the disposal field be seeded after installation of the subsurface _ disposal system. A good native grass cover will promote evapotranspiration from the j field. We recommend using a seed mix such as Foothills, Posture or Prairie mix j a available at local feed and seed stores. These mixes do not require irrigation and develop- a= --growth of - 10 to-15 inches - high. --No automotiC7 sprinkler system should be installed above the disposal field. 15. The Owner `must realize an onsite sewage disposal system is considerably different from public sewer services. The Owner must be aware of and assume the responsibility for continued maintenance of the system. We recommend the pumping of the septic tanks at the end of the first year to monitor sludge accumulation and a minimum of two year, afterward. There are also daily considerations; such as not putting plastic or other non - biodegradable material down the sewage disposal system. Also, water used must be ij carefully monitored so toilets are not allowed to run when seals malfunction. To illustrat the point, it should be noted that a running toilet would consume in excess of 1000 gallons per day if allowed to run. Excessive loading (such as from running toilets) will flood and irrevocably harm the system and stress the onsite well (if present). 16. We caution you against installation of a water softener. The high levels of salt from the i backwash of a water softener is detrimental to all onsite sewage disposal s 9 P Y stems and a separate drywell should be constructed for backwash waste if a water softener is installed. No landscaping or plastic sheeting (or similar) should be installed over the disposal field that will reduce the evapotranspiration from the field. 17. Provide minimum 10ft separation between water and sewer lines, or encase per Colorado Department of Health regulations. 18 P 'd t t' NOTE! INFILTRATORS ARE TO BE INSTALLED WITH 1' MINIMUM, TO 1' . rn MAXIMUM COVER/BURY OVER THE TOP OF THE INFILTRATORS. U o A IIIIIIIIIIIIIIIIIIIIIIIII level should I M be used to lay out the trenches. Shoot the same mcVM rod reading at the ends and middle of each trench to verify that NOTE: VERIFY PROPERTY BOUNDARY (� s x existing ground is the same at each point. Then verify 6 PRIOR TO CONSTRUCTION. Z WoX minimum separation between trenches; there can be 8 -12 Wo. separation. Provide 20 mil PVC over bends in infiltrators or W �� W zaP0 provide pre -fabricated bends. � I _-1'-f / f �������� ���� Z �,�" Approximate Topography m3N Not Field Shot..,,--'' Z 1 n / 1 IIIIW o . Field Topo by Others / LOT 1 BLOCK e� NOTE. LAYOUT FIELD TO DETERMINE 2 \ LOCATION W/RESPECT TO EXISTING + , , _ _- -� ° + TREES, TREE & BRUSH REMOVAL, ETC. OWNER TO VERIFY LAYOUT: ```�.�11iIlk" \_-/� \ �/ �1� PRIOR TO CONSTRUCTION. o s I +\�('�+EE GENERAL NOTE #7.0 (o 3 THE HT7,354 , _,�_--\��\---\���--_\ _ �- -- -__- - -- - --- ® 14 UNITS TREN Z +\ \ / + `1 �� � \ \ 41 EX. EVERGREEN TOTAL = 42 UNITS / / , `+ / �_; - ul +� �' \ /�/ \ \ TO REMAIN \ ` A / �/ z T \ - Thin mD DaAce e" _' \� _ / \� // / \\ \ Ston a�h \ \ Q _ �` \ \ , -� - -- + \ / N C� \ �` rove a wo to sewer cleanouts, septic tank and absorption trench corners as ; required by Eagle County for as-builts. / ��. X/U + \� + , �=F- / \ 1 1' Cover Final Grade \ _\ l I C11 `` \ 71 a \� Existing Ground � _ Infiltrator Unit Most holes in top. + �/ \ + i 4" Perforated PVC 150 1/4" Dia holes in first run of infiltrator _ �- 5 holes in bottom of pipe. --_ __. - - _ -_- �- _ y + I -i MEDIUM SAND SPECIFICATIONS �+ / / \+ ( ' +(-+ -� 2' M.edltarn : Sand `... / . >25� 0 25-2 0 m / _X I + / iQ) N Y ) i 3 17 - rQ- 0 o 0 0 0 a 1 m <30-35% 0.05-0.25 mm ( + ~ \ r ` r 3' I <5-10% 0.002-0.05 min \\ �/ + 1st ROW INFILTR +�i +�+ i ATOR DETAIL ,\\� y, \ (Pipe hung In Infiltrators) I Not to Scale \\ k i +\�- +I\�+ 6' STEEL FENCE POST \ , PAINT TOP 1' OF POST RED \ / PLUG AND CAP BACKFILL & COMPACT \` TO SPECIFICATIONS / iv 4" PVC COMPACTED 3/4" SCREENED ROCK s l (2) 22-1 /2• ELBOWS OR 45' BEND BELL TYPE PLUG, °r= ' WHERE REQUIRED INs FLOW I _ ,:>,.' - _ ._ :,- •.,�, ter: r•: L-- -..--- _ ----------_ SEWER LINE, SEE WYE WITH 45• ELBOW PLAN FOR SIZE (ALL BELL FITTINGS) SAN I TAR Y SEWER CLEAN OU T APPROX. SCALE: 1' = 2'-0" &8/14/00 12" Cover Over 0 _ Infiltrates 4" PVC 2' Top of nfiltrator is at (Typ.) existing ground. Trench 1� 3 --I Serial._ material is placed over Medium Distribution Infiltratn to provide Sand 12 covx. SECTION A; A TH R U LEACH FIELD Not To Scale - 1 Address / Marker �FS, VIPftokb coR \ 20 \ Bouler E„£ ks30 , '1 6 Y Wall /\� \ �0000Op®� \ �'3 ��' /�1 �. � -- ` `, + �� ��'\ �� ®\ � �-O LOT 1 PERC. TE�T \ ,LL + , ,7.DG 1 0 --- �� o o HOLE TY ,INSPE �qN / ; ," 1\ \ o00 e , (2.973 c.) ( + POR tJ j " °sOeao peg \ 1 + . x - TW 1fi_OO ; - - ��` \ \ \ p P R 0 FI` E + ,\+ \+ \� \ \ HOLE A1 0 W spen Trees ; I ; P 1 t° bit�°ved \ ` ;,°fit;° \ \ \ \ J' APPROX. SOIL PROFIL - --J QG FGFG 21.00 _ k' 931 5 , /\\ \ I . \ _ / \ \ `+ , \ HOLE LOCATION (TrP)/ �-- tonIL "cool mn'S : ---_ 0T M o re / ,/� 4 PVC (TYP) Q `� �f_eIPh, + G" Residence \ 1 \ + l \ SERIAL W f ch. Elev. 100 EI. 9323.00 � FG 11.01 DISTRIBUTION (� F-,1.00 P OFILE- + �\ + # Q/ , EXISTING PATH APPEARS TO U Bedr m \ + \ \ \ tK ,� / HAVE BEEN USED FORAw !J 7 -_CO[�LS TRU CTIONJ NOT 5- iI / INTENDED FOR FUTURE USE. $00 ra e _ Tw,S.G� _ _ 1 �__J .G' J....1. - I A roxi pp mate Too h GRAPHIC SCALE 0 10 20 4n ( IN FEET ) 1 inch = 20 ft. LOT 11 an THIS PLAN TO BE USED FOR SE"C SYSTEM INFORMATION ONLYI f Not Field Shot P grap y� a j m 330 - 5000 GALLON CAPCITIES �PT1G T�K s aM •A• U p o by Others CLEAR ACCESS OPENINGS � ] Z O M GROUT ear►, SIDES O 13 A _ i 1� + I 1` +- 1 _+ A PRECAST DIVIDER j PLAN VIEW sLor Q BOTH SIDES 24• RaG A COVER LOC K:N43• AIR A GAS TIGHT ARE AVAILABLE r TYPICAL 2 PLACES ADJUST TO GRADE 0 1 0 . -0 .0 0 INLET ��� c -- --_ �- 1 I - __-------- --- ----- -1 � �" OUTLET 7- L J - - -- -Jr r r A -a-- -- 1 1 I •I 1 ' Dr.0 i-: - DIM E' g• DIMp DIME WATER DEPTH - - DIM Uj GROUT ALL A• OLIN0 ` SLOT BOTH SIDES J 2 3 LENGTH 1113 LENGTH SECTION VIEW AA USE 1 O GALLON CAPACfrY 330 1 510 1 750 1 1000 I 1500 1 1800 1 2500 S o 1 3000 GAL 1 3500 1 5000 MOOEI,NO. 463-Gt 1494-GI •t/3 GI a114 GI a114-Gt ) a117-GI ! 4/24-42I 9127L1 0157-01 1 4147.43I DIM -A' C-01 C-0' ir-0 It'-0' 11'-0' 1t'-0' 17.0 DIM Ir 4'-0' 4--01 4'-0• 4'•0• 4'-0• 4'0 WATER DEPTH CIMC 2•-0• 1-0• 3•-r 3'-2' 4'.7• a' -a' 4•4• 5'-6- I 5 4• 6' 2• DIM-D' 7-2• 3'-r 3•-4- 7.41 4'4 S-6' 4' 6• S' • C-4- OIM•E• DIM-F• 3•-0' 7.10• 4'-0• 3.10' 3'-0• 2'-t0 4'-01 3'-10 C-01_ S'-t0 r-0• 6'•10 6•-01 S'-10 7' 0 1 i'•/0 7'-0' A 10' r-0- 6'•10 WEIGHT t02C0 ( tt•8s0 1 19,S75 22.500 26,100 27.1 33.025 1 34,4W 1 42.700 63,822 CIL 0 iW Z 0 % d Y Li o U DESIGN CRITERIA: NOTES: UNIFORM PLUMBING COOS -APPENDIX H 1. CONCRETE: 26 DAY COMPRESSIVE STRENGTH fe . 4500p" NUMBER OF MEAL! WASTE FLOW RETENTION STORAGE CAPACITY A: 2. REBAASTM A-615 GRADE 60 PER PEAK HOURS RATE .TIME li FACTOR IN GALLONS 3. MESH: ASTM A-1115 GRADE e3 SHEET 4. DESIGN: ACI-31843 BUILDING CODE - ASTM C457 •WNIMUM STRUCTURAL DESIGN ES- j/Ay\ M R�E:CNS-F' LOADING FOR UNDERGRouND PRECAST CONCRETE1 0F 1 J 14 /COR UTILITY TRUCK 6. LOADS: H-20 iRUx;K WHEEL w/ 30`� IMPACT PER AASrITQ 6_ FILL W CLEAN WATER PRIOR TO START-UP OF SYSTEM 7. CONTRACTOR TO SUPPLY A INSTALL ALL PIPING 6 SAMPLING TEES Colorado Division SEPARATE WATER ONLY, BLACK WATER SHALL BE CAARIED BY SEPARATE SIDE SEWER CODW10141 1"2 '6��lIST.19?2 T co O Z m 0