Loading...
HomeMy WebLinkAbout23 Peachblow Rd - 246908202007INDIVIDUAL 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. 1999-00 BP NO. 13225 13 7 4 4 OWNER: JOHN ELKINS PHONE: 970-925-3830 MAILING ADDRESS: 1205 RED BUTTE DRIVE, ASPEN, CO 81611 APPLICANT: BARRETT CYR PHONE: 970-948-0404 SYSTEM LOCATION: 23 PEACHBLOW DRIVE, BASALT, CO TAX PARCEL NO 2469-082-02-007 LICENSED INSTALLER: ALL AMERICAN EXCAVATION, DON DILLING LICENSE NO. 62-00 PHONE: 970-984-0861 DESIGN ENGINEER: HIGH COUNTRY ENGINEERING, ROGER NEAL PHONE NO. 970-945-8676 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 5 BEDROOM RESIDENCE 1500 GALLON SEPTIC TANK (DESIGN CALLS FOR A 2000 GALLON TANK),AND A 1000 GALLON DOSING TANK WITH AUDIBLE AND VISUAL ALARMS THAT DELIVERS 2 DOSES PER DAY, 979 SQUARE FEET OF MOUNDED ABSORPTION AREA, WITH A PERIMETER AREA OF 1900 SQUARE FEET. SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN DATED 7/31/00. BE SURE TO MAINTAIN ALL APPLICABLE SET BACK REQUIRE- MENTS, AND DO NOT INSTALL IN WET WEATHER. ENGINEER IS RESPONSIBLE FOR FINAL INSPECTION. DO NOT BACK FILL ANY PART OF THE IN- STALLATION UNTIL THE ENGINEER HAS INSPECTED AND APPROVED IT. THE BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE IS- SUED UNTIL THE SEPTIC SYSTEM HAS BEEN INSPECTED AND APPROVED. THE EXISTING TANK SHOULD BE PUMPED AND FILLED WITH DIRT. OR REMOVED FROM THE PROPERTY. ENVIRONMENTAL HEALTH APPROVAL: DATE: AUGUST 21, 2000 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: 9 7 9 SQUARE FEET (VIA MOUND DESIGN DATED 7 - 31 - 0 0 ) OW00 INSTALLED CONCRETE SEPTICrANKrII GALLONS IS LOCATED DEGREES AND 1 0 FEET INCHES FRoM THE NORTH CORNER OF THE HOUSE. SEAS BUILT FOR OTHER COMPONENTS - COMMENTS: THE ENGINEER,S FINAL CERTIFICATION WAS RECEIVED ON 10-02-00, THE DESIG ENGINEER STAMED THAT THE SYSTEM WAS PLACED EXACTLY AS DEPICTED ON THE PLANS. THIS SYSTEM IS LARGE ENOUGH TO ACCOMMODATE A FIVE BEDROOM RESIDENCE. ANY ITEM NOT MEETING REQUIREMENTS WILL BE C ED FINAL PROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. _ rr ENVIRONMENTAL HEALTH APPROV DATE: APRIL 11 , 2002 CJ-41 as- b j: , �ece Incomplete Applications Will NOT Be Accepted (3ite Plan MUST be attached) ISDS Permit # l i Building Permit APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. 0. BOX 179 EAGLE, CO 81631 328-8755/927-3823 (El Jebel) ************************************************************************** * FEE SCHEDULE * PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00 * SIZING AND SITE VISIT FEE $85.00 (WHEN ENVIRONMENTAL HEALTH SIZES THE * SYSTEM USING YOUR SOILS REPORT) * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" ************************************************************************** PROPERTY OWNER: aKetr,, MAILING ADDRESS: 1 Z0S'' (24SO -FMS-- ��A� Ptt - 60 9161jHONE : 3 3a APPLICANT/CONTACT PERSON: PHONE: Ifg.0 /Lfz C at-,A�e7 LICENSED SYSTEMS CONTRACTOR: PHONE: COMPANY/DBA : ADDRESS :s'131i7�^t C Z / PERMIT APPLICATION IS FOR: ( ) NEW INSTALLATION) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: gz &M*-- 3ww �k ci--4 (BL9=1;.- 9. Tax Parcel Number: 7,G� 0Q87,©Z&5�_ Lot Size: l- -1; &&; Physical Address: �'� Q-► BUILDING TYPE: (Check applicable category) (Y) Residential/Single Family Number of Bedrooms _f_ ( ) Residential/Multi-Family* Number of Bedrooms ( ) Commercial/Industrial* Type *These systems require design by a Registered Professional Engineer TYPE OF WATER SUPPLY: (Check applicable category) (�C) Well ( ) Spr' ( ) Surface ( ) Public Name er: APPLICANT SIGNATURE: Date: AMOUNT PAID: �� U � RECEIPT # : '�ti.' ` �` ..•' ! DATE: CHECK # : ti ;�i �I�/ CASHIER: w� �i�'w� DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX (970) 328-8788 TDD: (970) 328-8797 TOLL FREE: 800-225-8136 www.eagle-county.com EAGLE COUNTY, COLORADO April 11, 2002 John Elkins 1205 Red Butte Drive Aspen, CO 81611 Raymond P. Merry, REHS Director RE: Final of ISDS Permit #1999-00, Tax Parcel #2469-082-02-007. Property location: 23 Peachblow Drive, Basalt, CO. Dear Mr. Elkins: 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: Informational Brochure Final ISDS Permit cc: files OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 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.1999-00 BP NO.13744 OWNER:JOHN ELKINS PHONE:970-925-3830 MAILING ADDRESS:1205 RED BUTTE DRIVE, ASPEN, CO 81611 APPLICANT:BARRETT CYR PHONE:970-948-0404 SYSTEM LOCATION:23 PEACHBLOW DRIVE, BASALT, CO TAX PARCEL NO_2469-082-02-007 _ LICENSED INSTALLER:ALL AMERICAN EXCAVATION, DON DILLING LICENSE NO.62-00 PHONE:970-984-0861 DESIGN ENGINEER:HIGH COUNTRY ENGINEERING, ROGER NEAL PHONE NO.970-945-8676 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING:MINIMUM REQUIREMENTS FOR A 5 BEDROOM RESIDENCE 1500 GALLON SEPTIC TANK (DESIGN CALLS FOR A 2000 GALLON TANK),AND A 1000 GALLON DOSING TANK WITH AUDIBLE AND VISUAL ALARMS THAT DELIVERS 2 DOSES PER DAY, 979 SQUARE FEET OF MOUNDED ABSORPTION AREA, WITH A PERIMETER AREA OF 1900 SQUARE FEET. SPECIAL REQUIREMENTS:INSTALL AS PER ENGINEER’S DESIGN DATED 7/31/00. BE SURE TO MAINTAIN ALL APPLICABLE SET BACK REQUIRE- MENTS, AND DO NOT INSTALL IN WET WEATHER. ENGINEER IS RESPONSIBLE FOR FINAL INSPECTION.DO NOT BACK FILL ANY PART OF THE IN- STALLATION UNTIL THE ENGINEER HAS INSPECTED AND APPROVED IT.THE BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE IS- SUED UNTIL THE SEPTIC SYSTEM HAS BEEN INSPECTED AND APPROVED.THE EXISTING TANK SHOULD BE PUMPED AND FILLED WITH DIRT, OR REMOVED FROM THE PROPERTY. ENVIRONMENTAL HEALTH APPROVAL:HEATHER SAVALOX DATE:AUGUST 21, 2000 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:979 SQUARE FEET (VIA MOUND DESIGN DATED 7/31/00 ) INSTALLED CONCRETE SEPTIC TANK:1500 GALLONS IS LOCATED DEGREES AND 10 FEET INCHES FROM FROM THE NORTH CORNER OF THE HOUSE. SEE AS BUILT FOR THE REST OF THE SYSTEM COMPONENT LOCATIONS. COMMENTS:THE ENGINEER’S FINAL CERTIFICATION WAS RECEIVED 10/2/00. THE ENGINEER STATED THE SYSTEM WAS PLACED EXACTLY AS INDICATED ON THE PLANS. THIS SYSTEM IS LARGE ENOUGH TO ACCOMMODATE A FIVE 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 DATE:APRIL 11, 2020 Pqq-ro September 27, 2000 Eagle County Environmental Health Department Attn: Ray Merry P. O. Box 179 Eagle, CO 81631 Re: 23 Peachblow ISDS, Eagle County, Colorado HCE File Number 2000004.29 Dear Ray: On September 26, 2000, High Country Engineering personnel observed the construction of the ISDS for 23 Peachblow, Basalt within Eagle County, Colorado. One 2000-gallon septic tank, one 1000-gallon concrete dosing tank chamber with appurtenances and an approximately 36'x53' absorption mound had been installed, but no backfilling had taken place. The installation of the system was in conformance with the intent of the design.. If you have any questions, or need additional information, please contact us. Sincerely, HIGH CO TRY ENGINEERING, INC. Roger D. Neal, P.E. Project Manager Post -it" Fax Note 7671 (Date RDN/djw IT. Fron Co./Dept. C ./,L Phone # Phone # Fax # C% 7n _ �j ,� Fax # 923 Cooper Avenue, 14 Inverness Drive East Suite B-144 Glenwood Springs, CO 81601 Englewood, CO 80112 Telephone (970) 945-9676 - Fax (970) 945-2555 Telephone (303) 925-0544 - Fax (303) 925-0547 0 0 CD cv r- 0 d) v m c 0 3 Cu rn cti m 3 a rn Cu I Q O O CD 0 0 n, 0 n a 0 cn ROAD FR .y ' 0 __ -- DR i VEWAY EASEWENT 04 REBAR PAGE I f�0 O 4 FT, WITNESS CORNER N j 40 rn. 71L 10' (MIN.) \ a"ri l K' ERGE OF 8R 5N. 2"0 SC�DULE 40 PVC ilum r ABSNDOy EXISTING ON RPTIpN BED % INSTALL DOSING TANK ' (SEE DETAIL) REPLACE EXISTING .TATJK +♦ WITH NEW 1500-GALLON BENCHMARK: TOP OF ��' FINISHED FLOOR SEPTIC TANK (MIN.). r ASSUMED ELEV. 1000. ti RECOMMEND 2000-GALLON INSTALL CLEANOU,T/ 5' (MIN.) Aft 4"0 PVC SEWER p NCA y_ tAL r 4" X 4"-y TREATED ELEC. JCT. BOX POST RISER(S) TO GROUND SURFACE CAULK/SEAL WELL e` INLET Ll a z a � "ALARM'; 2" AIR VENT 2" FEEDER LINE TO FIELD, SLOPED AT 1/8" PER FT. MIN. SHALL DRAIN BACK TO TANK AFTER -1 EACH PUMP CYCLE. \� QUICK DISCONNECT i OR UNION d "ON" COIL AND TIE AN 00 ADDITIONAL 10' OF WEIGHT WIRE FOR PUMP a REMOVAL SUBMERSIBLE WASTEWATER PUMP "OFF" d ao SET PUMP APPROX. 0 8" OFF FLOOR NOTES: 1. SWITCHES TO BE MERCURY FLOAT TYPE. 2. FLOAT SWITCH DIMENSIONS ARE BASED ON A COPELAND 1000F__� GAL' TANK. (CISTERN) AT 2 DOSES PER DAY. 3. DOSING TANK SHALL BE OF WATERTIGHT e CONSTRUCTION. 4. ALARM SHALL BE BOTH AUDIBLE AND VISIBLE, LOCATED WITHIN THE HOUSE AND ON A CIRCUIT SEPARATE FROM THE PUMP. 5. PUMP SHALL BE CAPABLE OF AT LEAST 40 GPM ® 15 FT. OF HEAD. (ELEVATION DIFFERENCE AND PIPE LENGTHS SHALL BE FIELD MEASURED BY CONTRACTOR AND REFERRED TO ENGINEER FOR VERIFICATION OF PUMP PARAMETERS.) DOSING TANK ARRANGEMENT N.T.S. i GRAPHIC SCALE 20 40 80 ( IN FEET ) 1 inch = 40 ft. EPDXY COATED - 3 #4 REBAR (MIN) TIE DOWNS ANCHORAGE FOR DOSING TANK -' 1 C.Y. WEIGHT BLOCK EACH SIDE OF TANK (MAY BE PRECAST OR CAST IN PLACE) 1' 2.5' 3' 4' 160 TOPSOIL LOAMY SAND ' t , n GRAVELLY 'SAND P n ` � SURFACE MOTTLED LAYER (DESIGN CONSTRAINT) GROUNDWATER OBSERVED SOIL PROFILE N . T. S. l d 2 #4 BARS <4 d v 4 d d NOTE: ANCHORAGE REQ'D FOR DOSING TANK IF EXPECTED GROUNDWATER TABLE ABOVE FLOOR 07 TANK. TANK ANCHORAGE DEVIL SECTION VIEW TH RU TANK N.T.S. (FOR PRESSURE DOSING OF FIELDl oosiric TANK N.T.S. r DISTRIBUTION LATEFAL PLAN VIEW OF MOUND N.T.S. ti L' t - lTE t , ,k s {j t - 4 GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE EAGLE COUNTY REGULATIONS OF INDIVIDUAL SEWAGE DISPOSAL SYSTEMS, EVEN THOUGH ALL SUCH REQUIREMENTS ARE NOT SPECIFICALLY NOTED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH SPECIFIC DETAILS AS ARE REFERRED TO IN THE ABOVE MENTIONED REGULATIONS. 2. SYSTEM DESIGN FLOW: 5 BEDROOMS * 2 PERSONS/BEDROOM * 75 GALLONS/PERSON/DAY IS 750 GPD = AVERAGE DAILY FLOW DESIGN = 1.5* AVERAGE = 1125 GPD SEPTIC TANK: MINIMUM PRE -CAST CONCRETE TANK SIZE ACCORDING TO REGULATIONS IS 1500 GALLONS. RECOMMEND 2000 GALLONS. *MINIMUM FIELD SIZE: PER EPA APPLICATION RATE FOR BOTTOM AREAS: A = AVERAGE DAILY FLOW APPLICATION RATE A = 1125 GPD = 1407 SQ. FT. 0.8 GPD SF (LOAMY SAND, EPA) *MINIMUM FIELD SIZE: FOR SAND FILTERS AND MOUNDS MINIMUM GRAVEL BASE AREA: 1125 GPD A= 1.15 GPD/S.F. _ 979 SQ. FT. ***LOADING RATE OF 1.15 GPD/S.F. REQUIRES THAT ALL GARBAGE GRINDERS BE REMOVED FROM ALL RESIDENCES. MINIMUM SAND FILL BASE AREA: A- 1125 GPD 0.75 GPD/S.F. = 1.500 SQ. FT. (EPA) *GRAVEL AREA CONTROLS MINIMUM FIELD DIMENSIONS BY MEANS OF MINIMUM SIDE SLOPE OF 3:1 ABSORPTION AREA PROVIDED BENEATH SAND IN MOUND=1900t S.F. WHICH IS GREATER THAN THE MINIMUM OF 1407 SQ.FT. REQUIRED PER THE SOIL TYPE. 3. TOPSOIL: SOIL EXCAVATED FROM SITE ACCEPTABLE IF NO CLAY IS PRESENT. 4. VEHICULAR TRAFFIC IS PROHIBITED ON THE FIELD. 5. CLEANOUTS ARE REQUIRED AT ALL BENDS AND AT LEAST EVERY 100 FEET ALONG THE HOUSE SEWER. VICINITYMAP 6. INSTALL RISERS AS NECESSARY TO BRING ALL ACCESS POINTS TO WITHIN 1/2-FOOT OF FINAL GRADE. SCALE: 1" = 2000' 7. LOCATIONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG AS ALL MINIMUM DISTANCES AND SLOPES MEET THOSE REQUIRED. REMOVABLE PVC CAP 8. PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM FINISH GRADE ABSORPTION AREA USING DRAINAGE SWALES AS NECESSARY. 9. THIS DRAWING DOES NOT CONSTITUTE AN ISDS PERMIT. PERMIT MUST 0 0 000 0.0 o 0, BE OBTAINED FROM APPROPRIATE CITY OR COUNTY OFFICIALS. 10. THIS SYSTEM IS SIZED FOR TYPICAL DOMESTIC WASTES ONLY, BACKWASH OR FLUSHING FLOWS FOR REVERSE OSMOSIS UNITS OR WATER SOFTENERS OR FILTERS SHOULD NOT BE INTRODUCED INTO THIS SYSTEM. 11. THE SAND MUST BE THOROUGHLY SETTLED BY FLOODING OR OTHER MEANS BEFORE THE DISTRIBUTION IS PLACED AT THE FINAL GRADE. 4" COUPLING 4" RISER 12. SAND USED SHALL BE AS FOLLOWS: SIEVE SIZE %PASSING 4 100 4" 45' SWEEP BEND 40 50-55% 4" SEWER LINE 200 <15 UNIFORMITY COEFFICIENT=Deo/ q!s 4 TYPICALLY CONCRETE OR MASONRY SAND IS ACCEPTABLE. FLOW 14. SITE PLAN INFORMATION AND TOPOGRAPHY PROVIDED BY LINES IN SPACE, INC. F` 15. DESIGN OF MOUND SYSTEM BASED ON PROFILE WITH 1' OF TOPSOIL OVER -- 2' OF LOAMY SAND OVER GRAVELLY SAND. - GROUNDWATER OBSERVED AT A_ 4" x 4" x 4" DEPTH OF 4' WITH MOTTLING OBSERVED AT A DEPTH OF 2.5'. LOAMY SAND PVC WYE CLEAN OUT OBSERVED 10 HAVE LOW TO MEDIUM ROLL (LOW TO MODERATE CLAY CONTENT). ASSEMBLY SEWER CLEAN OUT DETAIL N.T.S. REMOVABLE CAP 4 - 1/2"0 HOLES Z SOLID PIPE �r COUPLING SOLID CAP FOR SUPPORT ®BOTTOM 0 PERFORATED PIPE OF TRENCH OR BED WRAPPED WITH (BOTTOM OF SAND) 0 FILTER FABRIC 777 COMBINATION AIR VEN T &c INSPECTION WELL DETAIL N.T.S. MOUND SYSTEM SPECIFICATIONS 1. GRASS, SHRUBS AND TREES SHALL BE CUT CLOSE TO THE GROUND SURFACE AND REMOVED FROM THE SITE. 2. THE MOUND SITE SHALL BE TILLED TO A DEPTH OF 8 INCHES TO ROUGHEN THE SURFACE AND INCORPORATE THE VEGETATION. THIS CAN BE DONE WITH A PLOW OR CHISEL TEETH MOUNTED ON A TOOL BAR ATTACHED TO THE BUCKET OF A BACKHOE. 3. A LAYER OF SAND SHOULD BE PLACED ON THE TILLED AREA. PLACEMENT OF THE SAND SHOULD BE SUCH AS NOT TO RUT OR COMPACT THE TILLED AREA. ALL WORK SHOULD BE PERFORMED FROM THE SIDE SO AS NOT TO COMPACT THE TILLED AREA. 4. PLACE THE PROPER DEPTH OF SAND, THEN FORM THE SAND/GRAVEL INTERFACE AREA WITH THE AREA BOTTOM BEING LEVEL. 5. PLACE THE SCREENED ROCK (AGGREGATE) TO THE SPECIFIED DEPTH AND AREA. 6. PLACE THE PRESSURE DISTRIBUTION PIPE, CONNECT IT TO THE SEWER AND COVER WITH AGGREGATE. 7. COVER THE AGGREGATE WITH A GEOTEXTILE FILTER FABRIC. 8. PLACE A MINIMUM OF 12 INCHES OF SUITABLE SOIL COVER ON THE SIDES OF THE MOUND AND TO THE NECESSARY DEPTH FOR GRADING ON THE TOP OF THE MOUND. 9. FINAL GRADE THE MOUND AND SURROUNDING AREA WITH LIGHT WEIGHT EQUIPMENT SO SURFACE WATER MOVES AWAY FROM THE MOUND AND DOES NOT ACCUMULATE NEAR THE MOUND. 10. SEED AND MULCH THE ENTIRE EXPOSED AREA TO AVOID EROSION. LANDSCAPE WITH SHRUBS AND PLANTS AS DESIRED. FILTER FABRIC DISTRIBUTION LATERA_ - 12" MIN. 3 MIN. F y \ SAND FILL, SEE NOTES 2' MIN. FOR MIN. BASE AREA 1 1.5' WELL GRADED PIT RUN 4.0• MIN. MATERIAL, FREE OF FINES. TO MOTTLED MUSF BE USED FOR FILL LAVER BELOW SAND 1 N.T.S. - BED OF 1-1/2" SCREENED ROCK, (12" MIN. THICKNESS) SEE NOTES FOR MIN. BASE AREA 12" MIN. F TOPSOIL COVER PLOWED SURFACE m p Z O c/1 w m O O p w m L J Of O w w LLw tr O O W p � O • Z O O' ry 3:z 7) p cV U p p m N Iw- w W `S Q J p p U p t x L N ?U w U0 w n Z�°' y a: W a- p�a .FLUoao N U 0) W _ �o a> w� F- WI Oo -� Z < (n Q w _j Q OQ E- OU Co m cr Q = Z oz W Qa- � Z () Qo �Z �0 NLL �Q J w Q M 0 Z •e �. (00 SHEET 1 OF 1 mNooAV M 1004 A^^ m4 REBAR PAGE ! 6(i 4 1'T, WITNESS \ ._ - . � - CORNER Ln sa/ 0 1.000 000 irr 4" X 4"--I _ ELEC. JCT. BOX TREATED POST 2" AIR VENT RISERS) TO GROUND SURFACE CAULK/SEAL WELL 2" FEEDER LINE TO FIELD, SLOPED AT INLET 1 /8" PER FT. MIN. SHALL DRAIN BACK o TO TANK AFTER EACH PUMP CYCLE. z d M ° N "ALARM" QUICK DISCONNECT OR UNION "ON" a COIL AND TIE AN 00 ADDITIONAL 10' OF WEIGHT WIRE FOR PUMP REMOVAL SUBMERSIBLE WASTEWATER PUMP a C "OFF" SET PUMP APPROX. a O 8" OFF FLOOR NOTES: 1. SWITCHES TO BE MERCURY FLOAT TYPE. 2. FLOAT SWITCH DIMENSIONS ARE BASED ON A COPELAND 1000 GAL. TANK, (CISTERN) AT 2 DOSES PER DAY. 3. DOSING TANK SHALL BE OF WATERTIGHT CONSTRUCTION. 4. ALARM SHALL BE BOTH AUDIBLE AND VISIBLE, LOCATED WITHIN THE HOUSE AND ON A CIRCUIT SEPARATE FROM THE PUMP. 5. PUMP SHALL BE CAPABLE OF AT LEAST 40 GPM ® 15 FT. OF HEAD. (ELEVATION DIFFERENCE AND PIPE LENGTHS SHALL BE FIELD MEASURED BY CONTRACTOR AND REFERRED TO ENGINEER FOR VERIFICATION OF PUMP PARAMETERS.) DOSING TANK ARRANGEMENT, N.T.S. i GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) I inch = 40 ft. 1=t EPDXY COATED - 3 #4 REBAR (MIN) TIE DOWNS 4' 160 OPSOI j ' LOAMY• 'SAND •.,, 5,p � ,iti.,a, Y J' • e GRAVELLY SAND, D A e o a p b.. e C P' D p D D A . a a D p SURFACE MOTTLED LAYER (DESIGN CONSTRAINT) GROUNDWATER OBSERVED SOIL PROFILE N.T.S. ■ e 2 #4 BARS 4� d. d \ ^ a NOTE: ANCHORAGE REQ'D FOR DOSING TANK IF ANCHORAGE FOR DOSING TANK EXPECTED GROUNDWATER TABLE ABOVE FLOOR OF TANK. 1 C.Y. WEIGHT BLOCK EACH SIDE OF TANK (MAY BE PRECAST OR CAST IN PLACE) TANK ANCHORAGE DETAIL SECTION VIEW TH RU TANK. N.T.S. 53' a' d d. \ & a 0 (FOR PRESSURE DOSING OF FIELD} DOSING TANK „�,„ N.T.S. UJ M VICINITY MAP SCALE: 1" = 2000' REMOVABLE PVC CAP FINISH GRADE 4" COUPLIN 4" SEWER EP BEND 4" x 4" x 4" PVC WYE CLEAN OUT ASSEMBLY SEWER CLEAN OUT DETAIL. N.T.S. REMOVABLE CAP 4 - 1/2"0 HOLES SOLID PIPE COUPLING SOLID CAP FOR SUPPORT ® BOTTOM 0 PERFORATED PIPE OF TRENCH OR BED WRAPPED WITH (BOTTOM OF SAND) 0 FILTER FABRIC COMBINATION AIR VENT & INSPECTION WELL DETAIL. N.T.S. FILTER FABRIC FDISTRIBUTION LATERAL r-- 12" MIN. BED OF 1-1/2" SCREENED ROCK, (12" MIN. THICKNESS) SEE NOTES FOR MIN. BASE AREA - 12" MIN. TOPSOIL COVER 3 MIN. SAND FILL, SEE NOTES.:.'.., I „.::.......... 2 MIN.' :... ..:- FOR MIN. BASE AREA:.....•.....• .............. 1 . - - IN WELL GRADED PIT RUN 4,0• MIN, MATERIAL, FREE OF FINES, TO MOTTLED MUST BE USED FOR FILL LAYER BELOW SAND 1_ SECTION A- A N.T.S. RECORD DRAWING AUGUTS 03, 2004 L PLOWED SURFACE GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE EAGLE COUNTY REGULATIONS OF INDIVIDUAL SEWAGE DISPOSAL SYSTEMS, EVEN THOUGH ALL SUCH REQUIREMENTS ARE NOT SPECIFICALLY NOTED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH SPECIFIC DETAILS AS ARE REFERRED TO IN THE ABOVE MENTIONED REGULATIONS. 2. SYSTEM DESIGN FLOW: 5 BEDROOMS * 2 PERSONS/BEDROOM * 75 GALLONS/PERSON/DAY IS 750 GPD = AVERAGE DAILY FLOW DESIGN = 1.5* AVERAGE = 1125 GPD SEPTIC TANK: MINIMUM PRE -CAST CONCRETE TANK SIZE ACCORDING TO REGULATIONS IS 1500 GALLONS, RECOMMEND 2000 GALLONS. *MINIMUM FIELD SIZE: PER EPA APPLICATION RATE FOR BOTTOM AREAS: A = AVERAGE DAILY FLOW APPLICATION RATE A = 1125 GPD = 1407 SQ. FT. 0.8 GPD SF (LOAMY SAND, EPA) *MINIMUM FIELD SIZE: FOR SAND FILTERS AND MOUNDS MINIMUM GRAVEL BASE AREA: A= 1125 GPD 1.15 GPD/S.F. ***LOADING RATE OF 1.15 GPD/S.F. REQUIRES THAT ALL GARBAGE GRINDERS BE REMOVED FROM ALL RESIDENCES. MINIMUM SAND FILL BASE AREA: A= 1125 GPD 0.75 GPD/S.F. = 1500 SQ. FT. (EPA) *GRAVEL AREA CONTROLS MINIMUM FIELD DIMENSIONS BY MEANS OF MINIMUM SIDE SLOPE OF 3:1 ABSORPTION AREA PROVIDED BENEATH SAND IN MOUND=1900t S.F. WHICH IS GREATER THAN THE MINIMUM OF 1407 SQ.FT. REQUIRED PER THE SOIL TYPE. 3. TOPSOIL: SOIL EXCAVATED FROM SITE ACCEPTABLE IF NO CLAY IS PRESENT. 4. VEHICULAR TRAFFIC IS PROHIBITED ON THE FIELD. 5. CLEANOUTS ARE REQUIRED AT ALL BENDS AND AT LEAST EVERY 100 FEET ALONG THE HOUSE SEWER. 6. INSTALL RISERS AS NECESSARY TO BRING ALL ACCESS POINTS TO WITHIN 1/2-FOOT OF FINAL GRADE. 7. LOCATIONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG AS ALL MINIMUM DISTANCES AND SLOPES MEET THOSE REQUIRED. 8. PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM ABSORPTION AREA USING DRAINAGE SWALES AS NECESSARY. 9. THIS DRAWING DOES NOT CONSTITUTE AN ISDS PERMIT. PERMIT MUST BE OBTAINED FROM APPROPRIATE CITY OR COUNTY OFFICIALS. 10. THIS SYSTEM IS SIZED FOR TYPICAL DOMESTIC WASTES ONLY. BACKWASH OR FLUSHING FLOWS FOR REVERSE OSMOSIS UNITS OR WATER SOFTENERS OR FILTERS SHOULD NOT BE INTRODUCED INTO THIS SYSTEM, 11. THE SAND MUST BE THOROUGHLY SETTLED BY FLOODING OR OTHER MEANS BEFORE THE DISTRIBUTION IS PLACED AT THE FINAL GRADE. 12. SAND USED SHALL BE AS FOLLOWS: SIEVE SIZE %PASSING 4 100 40 50-55% 200 <15 UNIFORMITY COEFFICIENT=DeO/ Dip 4 TYPICALLY CONCRETE OR MASONRY SAND IS ACCEPTABLE. 14. SITE PLAN INFORMATION AND TOPOGRAPHY PROVIDED BY LINES IN SPACE, INC. 15. DESIGN OF MOUND SYSTEM BASED ON PROFILE WITH 1' OF TOPSOIL OVER 2' OF LOAMY SAND OVER GRAVELLY SAND. GROUNDWATER OBSERVED AT A DEPTH OF 4' WITH MOTTLING OBSERVED AT A DEPTH OF 2.5'. LOAMY SAND OBSERVED TO HAVE LOW TO MEDIUM ROLL (LOW TO MODERATE CLAY CONTENT). MOUND SYSTEM SPECIFICATIONS 1. GRASS, SHRUBS AND TREES SHALL BE CUT CLOSE TO THE GROUND SURFACE AND REMOVED FROM THE SITE. 2. THE MOUND SITE SHALL BE TILLED TO A DEPTH OF 8 INCHES TO ROUGHEN THE SURFACE AND INCORPORATE THE VEGETATION. THIS CAN BE DONE WITH A PLOW OR CHISEL TEETH MOUNTED ON A TOOL BAR ATTACHED TO THE BUCKET 3. A LAYER OF SAND SHOULD BE PLACED ON THE TILLED AREA. PLACEMENT OF THE SAND SHOULD BE SUCH AS NOT TO RUT OR COMPACT THE TILLED AREA. AALL WORKSHOULDBE PERFORMED FROM THE SIDE SO AS NOT TO COMPACT OfEAT6bA RO�REA. 4. PLACE THE PROPER DEPTH OF SAND, THEN FORM THE SAND/GRAVEL INTERFACE AREA WITH THE AREA BOTTOM BEING LEVEL. 5. PLACE THE SCREENED ROCK (AGGREGATE) TO THE SPECIFIED DEPTH AND AREA. 6. PLACE THE PRESSURE DISTRIBUTION PIPE, CONNECT IT TO THE SEWER AND COVER WITH AGGREGATE. 7. COVER THE AGGREGATE WITH A GEOTEXTILE FILTER FABRIC. 8. PLACE A MINIMUM OF 12 INCHES OF SUITABLE SOIL COVER ON THE SIDES OF THE MOUND AND TO THE NECESSARY DEPTH FOR GRADING ON THE TOP OF THE MOUND. 9. FINAL GRADE THE MOUND AND SURROUNDING AREA WITH LIGHT WEIGHT EQUIPMENT SO SURFACE WATER MOVES AWAY FROM THE MOUND AND DOES NOT ACCUMULATE NEAR THE MOUND. 10. SEED AND MULCH THE ENTIRE EXPOSED AREA TO AVOID EROSION. LANDSCAPE WITH SHRUBS AND PLANTS AS DESIRED. EAGLE COUNTY PERMIT # ORIGINAL PERMIT: 1999-00 NEW PERMIT: 2324A-03 B.P. 15470 m o 0 z O 0 O > z W - r Q 2 o O � J w D m m U) Ln Q O Q ctf LLJ Q cn U >� w w of z O `t LLJ Q r7 O I� Co ZN 0 o Cr zp \ } N U 0 0 (' \ N � w W 0_ Y Q J p 0 U 0 Ll_ z A zro w w W N z 9 pI 0cczx LL W (0 0 >- §ow 0 Go U z 2 wo 0 0- 2 w o -� zry O �� B OO 00 U QQ Q o cnz W ('3 C)a Qa_ QCo O U E- Z ry _j Ct) 4N U W Q 5� 0 Z PROJECT NO. 2000004.29 SHEET 1 OF 1 INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION Telephone: (970) 328-8755 P.O. Box 179 - 500 Broadway, Eagle, CO 81631 COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE.ALTERATION PERMIT#2324A-03 BP#15470 ORIGINAL PERMIT #1999-00 OWNER:BILL O’NEAL PHONE:970-927-9575 MAILING ADDRESS:P.O. BOX 790, MINDEN, NV 89723 APPLICANT:ERIC AANONSEN PHONE:970-429-1286 SYSTEM LOCATION:23 PEACHBLOW RD., BASALT, CO TAX PARCEL NO.2469-082-02-007 LICENSED INSTALLER:VILLAGE EXCAVATING, LAWRENCE CUSTIDIO LICENSE NO.38-04 PHONE:970-927-9575 DESIGN ENGINEER:PHONE: INSTALLATION GRANTED FOR THE FOLLOWING:MINIMUM REQUIREMENTS FOR THE GARAGE CONNECTION SPECIAL INSTRUCTIONS:THIS PERMIT IS FOR THE CONNECTION OF THE GARAGE BATHROOM INTO THE EXISTING SYSTEM.THE SEWER LINE MUST BE SEALED INTO THE FIRST COMPARTMENT OF THE SEPTIC TANK AND MUST BE VISIBLE FROM THE MANHOLE OPENING.USE SCHEDULE 40 PVC AND HAVE THE CONNECTION INSPECTED BY HIGH COUNTRY ENGINEERING FOR CERTIFICATION.INSTALL A CLEANOUT BETWEEN THE TANK AND THE GARAGE.THE EXISTING SYSTEM CONTAINS TWO TANKS;ONE OF WHICH IS A DOSING TANK.BE SURE THAT YOU CONNECT INTO THE SEPTIC TANK AND NOT THE DOSING TANK.CALL EAGLE COUNTY ENVIRONMENTAL HEALTH AND HIGH COUNTRY ENGINEERING FOR THE FINAL INSPECTION PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION,OR WITH ANY QUESTIONS.THE BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THIS CONNECTION HAS BEEN INSPECTED AND APPROVED. ENVIRONMENTAL HEALTH APPROVAL:RAYMOND P. MERRY DATE:JUNE 16, 2004 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. COMMENTS:THE ENGINEER’S FINAL CERTIFICATION AND AS-BUILT DRAWING OF THE CONNECTION OF THE GARAGE WAS RECEIVED ON AUGUST 17, 2004. 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:AUGUST 18, 2004 June 16, 2004 TO:Village Excavating FROM:Environmental Health Division RE:Issuance of Individual Sewage Disposal System Alteration Permit #2324A-03. Tax Parcel # 2469-082-02-007. Property Location: 23 Peachblow Rd., Basalt, CO., O’Neal residence. Enclosed is your ISDS Alteration Permit #2324A-03. It is valid for 120 days. 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.If you have not been contracted to install this system please contact Eagle County Environmental Health. Also enclosed is the ISDS Final Inspection Completeness Form. The items on this form need to be completed before you call for your final inspection.Also, please note any special conditions, which may have been placed on the permit.Do not back fill any part of the installation until it has been inspected. If all items are not completed, a reinspection fee of $55.00 must be paid before a reinspection is made. Please call our office well in advance to allow for scheduling of final inspection.Your building permit TCO will not be issued until final approval has been given for the ISDS Permit. Permit specifications are minimum requirements only,and should be brought to the property owner's attention.This permit does not indicate conformance with other Eagle County requirements. If you have any questions, please feel free to contact the Environmental Health Division at 328-8755. cc: files Enclosures: ISDS Alteration Permit # 2324A-03; Final Inspection Completeness Form August 18, 2004 Bill O’Neal P.O. Box 790 Minden, NV 89723 RE:Final of ISDS Alteration Permit #2324A-03, Tax Parcel #2469-082-02-007. Property location: 23 Peachblow Rd., Basalt, CO. Dear Mr. O’Neal; 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, August 2004 Chrono file INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION Telephone: (970) 328-8755 P.O. Box 179 - 500 Broadway, Eagle, CO 81631 COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. ALTERATION PERMIT# 2324A-03 BP# 15470 ORIGINAL PERMIT # 1999-00 OWNER: BILL O'NEAL PHONE: 970-927-9575 MAILING ADDRESS: P.O. BOX 790 MINDEN NV 89723 APPLICANT: ERIC AANONSEN PHONE: 970-429-1286 SYSTEM LOCATION: 23 PEACHBLOW RD., BASALT, CO TAX PARCEL NO. 2469-082-02-007 LICENSED INSTALLER: VILLAGE EXCAVATING LAWRENCE CUSTIDIO LICENSE NO. 38-04 PHONE: 970-927-9575 DESIGN ENGINEER: PHONE: INSTALLATION GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR THE GARAGE CONNECTION SPECIAL INSTRUCTIONS: THIS PERMIT IS FOR THE CONNECTION OF THE GARAGE BATHROOM INTO THE EXISTING SYSTEM. THE SEWER LINE MUST BE SEALED INTO THE FIRST COMPARTMENT OF THE SEPTIC TANK AND MUST BE VISIBLE FROM THE MANHOLE OPENING. USE SCHEDULE 40 PVC AND HAVE THE CONNECTION INSPECTED BY HIGH COUNTRY ENGINEERING FOR CERTIFICATION. INSTALL A CLEANOUT BETWEEN THE TANK AND THE GARAGE. THE EXISTING SYSTEM CONTAINS TWO TANKS • ONE OF WHICH IS A DOSING TANK. BE SURE THAT YOU CONNECT INTO THE SEPTIC TANK AND NOT THE DOSING TANK. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH AND HIGH COUNTRY ENGINEERING FOR THE FINAL INSPECTION PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION OR WITH ANY QUESTIONS. THE BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THIS CONNECTION HAS BEEN INSPECTED AND APPROVED. ENVIRONMENTAL HEALTH APPROVAL: RAYMOND P. MERRY DATE: JUNE 16 2004 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. COMMENTS: THE ENGINEER'S FINAL CERTIFICATION AND AS -BUILT DRAWING OF THE CONNECTION OF THE GARAGE WAS RECEIVED ON AUGUST 17 2004. ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE - INSPECTION WHEN WORK IS COMPLETED. f ENVIRONMENTAL HEALTH APPROVAL CnOj, i DATE: AUGUST 18 2004 CIVIL ENGINEERING August 6, 2004 Ray Merry Eagle County Building 500 Broadway Eagle, CO 81631 Re: O'neil, 23 Peachblow Road ISDS HCE Project Number 2000004.29 Dear Ray: Go An Employee -Owned Company LAND SURVEY&4G The following letter is to confirm the engineer's acceptance of the septic system expansion of the O'neil ISDS garage addition at 23 Peachblow Road, Basalt. HCE inspection, dated 7-7-04, observed the following construction: • 4" SDR26 was installed from new garage to the inlet side of existing septic tank. • The connection at the existing house line was made with a full body wye. • A clean out was installed outside of the new garage foundation. • 2"x24" blue board was required from clean out at garage to a distance of 20 linear feet down the 4" service piping and centered on the piping. The original HCE design, dated 7-30-04, was for a five bedroom house. Per phone conversation with Bill O'Neil, homeowner, the existing house has two bedrooms with 2.5 baths. The new garage will have an upstairs office with a full bath and laundry facilities. Therefore, the original design by HCE is sufficient for the addition to accommodate the additional flow. Per phone conversation with Village Excavating, the blue board was installed per HCE recommendation. Also, the SDR26 exceeds the minimum Eagle County pipe requirement, SDR35. If you have any questions, or need additional information, please contact us. Sincerely, HIGH 1517 Blake Avenue, Suite fal Glenwood Springs, CO 81601 970.945.8676 phone 970.945.2555 fax G, INC. 7":_ �f� Deron Dircksen, E.I. Project Engineer www.hceng.com 14 Inverness Drive East, Suite F-120 Englewood, CO 80112 303.925.0544 phone 303.925.0547 fax DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE:800-225-6136 www.eaglecounty.us June 16, 2004 TO: FROM: RE: RAYMOND P. MERRY, REHS Director EAGLE COUNTY Village Excavating Environmental Health Division Issuance of Individual Sewage Disposal System Alteration Permit #2324A-03. Tax Parcel # 2469-082-02-007. Property Location: 23 Peachblow Rd., Basalt, CO., O'Neal residence. Enclosed is your ISDS Alteration Permit #2324A-03. It is valid for 120 days. 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. If you have not been contracted to install this system please contact Eagle County Environmental Health. Also enclosed is the ISDS Final Inspection Completeness Form. The items on this form need to be completed before you call for your final inspection. Also, please note any special conditions, which may have been placed on the permit. Do not back fill any part of the installation until it has been inspected. If all items are not completed, a reinspection fee of $55.00 must be paid before a reinspection is made. Please call our office well in advance to allow for scheduling of final inspection. Your building permit TCO will not be issued until final approval has been given for the ISDS Permit. Permit specifications are minimum requirements only, and should be brought to the property owner's attention. This permit does not indicate conformance with other Eagle County requirements. If you have any questions, please feel free to contact the Environmental Health Division at 328- 8755. cc: files Enclosures: ISDS Alteration Permit # 2324A-03; Final Inspection Completeness Form 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.eaglecounty.us August 18, 2004 Bill O'Neal P.O. Box 790 Minden, NV 89723 EAGLE COUNTY RAYMOND P. MERRY, REHS Director RE: Final of ISDS Alteration Permit #2324A-03, Tax Parcel #2469-082-02-007. Property location: 23 Peachblow Rd., Basalt, CO. Dear Mr. O'Neal; 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. Since ply, Janet Kohl Eagle County Environmental Health Department ENCL: Educational Brochure Final ISDS Permit cc: files, August 2004 Chrono file 500 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH OFFICE P.O. BOX 179, EAGLE, CO 81631 Eagle (970) 328-8755, Fax (970) 328-8788, El Jebel (970) 704-2700, Toll Free 800-225-6136 ISDS PERMIT # c BUILDING PERMIT # i 14 � 6 INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED) FEE SCHEDULE APPLICATION FEE $350.00 THIS FEE INCLUDES THE ISDS 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 $55.00. THE PRE -CONSTRUCTION SITE VISIT FEE IS $85.00. MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER." PROPERTY OWNER: �J/� D/� G PHONE: 127- 9S79 MAILING ADDRESS: lfQ ,�ligwe Ave. S�4,vr,# &g4mm . ca mom APPLICANT/CONTACT PERSON: fg1c 4pit) (Sr_ed PHONE: 'VZf- LICENSED SYSTEMS CONTRACTOR: v `�x c� v c� �h c LICENSE # 311 COMPANY/ DBA: L 6Lwy c /1 c., PHONE: -7b4 ° 0 5 05 MAILING ADDRESS: o -28 0 AWc�a. k v e 1,�>d , Ll" fJa od a Le Go to 3 PERMIT APPLICATION IS FOR: 0 NEW INSTALLATION ® ALTERATION F__j REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: LEGAL DESCRIPTION: f ILoGti 1 Lot -7 fe(xc lj(p w SvWf i v i s i opt (21, TAX PARCEL NUMBER: 21G 9 0 T 2 a 2 c o '% LOT SIZE: ASSESSOR'S LINK: llttp://www.eaglecounty.us/Goodtui-n.s/zissessoi-iseai-ch.asp PHYSICAL ADDRESS: 23 leas tp1vW U. �&ss+-��, �0 81�Z1 BUILDING TYPE: RESIDENTIAL/ SINGLE FAMILY Q NUMBER OF BEDROOMS: RESIDENTIAL/ MULTI FAMILY NUMBER OF BEDROOMS: COMMERCIAL/ INDUSTRIAL* TYPE OF USE: *THESE SYSTEMS REQUIRE DESIGN BY A REGI TERED PROFESSIONAL ENGINEER TYPE OF WATER SUPPLY: PRIVATE WELL SPRING SURFACE � PUBLIC IF PUBLIC NAME OF SUPPLIER: APPLICANT SIGNATURE: C • �fz/G !ham/ a tJ V m AMOUNT PAID: RECEIPT #: CHECK #: DATE: ����lT��T� ! DRIVEWAY i ! DRIVE'ov"AY EASEMENT � i ' 30^x15' l8"x20^ o � / \ � � o u m oo m0 ^- | m DEC EXI3TING) 40U5� F.F. EL.=7062.27 06-03-04 16:53 To:EmvseomwomTAL HEALTH TC E rA�O�� OF AFPRO v/0Gi. �PA,_ ! ` 2Gx��' � � rnoM:970 429 1296 P02 FAX TRANSMITTAL G A L A M B Q S h P.CH,'EC75 Imc. TO: Ray Merin, Eagle County Environmental Health FROM: Eric Aanonsen DATE: June 3, 2004 FAX #: 1.9 70.328.8788 RE: O'Neal Res. —ISDS permit # 2324 PAGES: 2 (incl. cover sheet) Ray, Thank you for taking some time to review the O'Neal residence permit application with me this afternoon. I've included a partial site plan locating the proposed garage outside the 20' radius of the leach field. We've moved the garage approx. 6 feet further from the existing residence to accommodate the minimum distance requirement. I hope this includes the information you're looking for. Please feel free to call if you gave any questions. I will forward a connection detail into the existing system to you early next week Thanks again for your time. Sincerely, Eric Aanonsen 300 AABC unit D — Aspen, Colorado 81611 tel 970.429.1286 I fax 970.429,1296 e-mail gainc;2galamhosarchitecL<.ne[ 06-03-04 16:53 TO:ENVIRONMENTAL HEALTH FROM:970 49-9 1296 Pei 1999-00 Tax #2369-082-02-007 2324A-03,Tax #2469-082-02-007 Lot ��7, Peach Blow ELKINS JOB NAME_ Lot #7, Block 1, O'NEAL 23 Peach Blow Rd., Basalt Peachblow Subdivision 23 Peachblow Rd, Basalt 1_f]CATIAN 1 J '/ 9• `-1 JOB NO. 12, 13 fl- 1,5-�ziv DATE STARTED r DATE COMPLETED DATE BILLED Jt !f) � � .... /. � ; � l L� .7 .1 L �� ✓I'� �i 1 /L. � L _ 4 __L � . Y i . L..' _I i � �� r -' L .a / t. ../•.� J.'/. i, / ��..I . /• r I .'.:ate./ /1 _'i .' . I ,/. FAA1/11! 01 �11110110111 COST SUMMARY NIWMEN�._. • • ]ENE11 TOTAL MATERIAL WiffamAl oil OF wm�,MWWWI INSURANCE bqmfm��ml mj�TOTAL JOB COST ,1..1 mo��mi . - .�� �� ..._ L-4OVA -.PROFIT ILESS OVERHEAD COSTS % OF SELLING PRICE M W� 11 m I i � PA, 4MI4 11 • _� JOB FOLDER Product 278 �} 6- H'e eu-1, 0 v��� f FOLDER a-- � �t�C�� �� Printed In USA D�Gf-l�-t1 U X 4LU 2j)J 44 -,�.. I 47 i D K e e � '��-wain �e �0& A w, . rj Recycled Content 10% Post -Consumer EXISTING EDGE ASPHALT FRYING PAN ROAD Cl_----- KEEP EX. FENCE 46' - —'- _ 7069 ___. N 81�+_32/��•E.---- PHO PMENT N 83% 33'55- E _ - _ - � _7068, 20.00' --"- 7067 1 iDRIVEWAY EASEMENT 7066 I EDGE GRAY �sS 1 8'x O ' O O 30 40' i A 1 PROMS EW ��63 G LOCAT N . A SORPTION OU D a 7062 DRIVEWAY TREE5 TO BE REMOVED EXI �5HOWN DASHED 7El Q15 1 \ O �� ��\� `\2 ���� /36'x45' ( NEW 6R L DRIVE APRON i 30'05' O 36 40' uo PROPOSED BUILDING . .ELEVATION 30'x40 18'x20' N TO BE A MINIMUM FOOT ABOVE THE BAS ��� 100-YEAR FLOOD AIN ELEVATION (BFE) POND ~ CRAWL PSPAIM SHALL BE AT OR ABOV CBFEI O IRR I PUM i15' FLOC I OFFSET EXISTING HOUSE F.F. EL.=7062.27 E�6 m m \ mlr m � m m r � / OF DANK -IG? 9 BLE 100-YR FLOOD WATER FLOW BASED ON EXISTING ELEVATIONS, IGN-OF RIVER EDGE AND TOP OF BANK FRYING PAN RIVER 12'41" W EXISTING EDGE WATER 9-12-03 LOODWAY LINE ""�<100-YR FLOOOPLAIN 'x 0 1 m � o 1 J m � u a i 500-YR FLOODPLAIN PROPERTY LINE BENCHMARK EL.=7061.21 100-YR FLOODPLAIN FLOODWAY LINE BASED ON FEMA FLOOOWAY MAP CPN:0800510417 C,1-25-83 FLOOD EL. CROSS SECTION w m v o � x, a m rm L g x r 5� w m RIDGE DECK not AVG. EL: 7065 100-YEAR FLOODPLAIN INFORMATION PER FEMA FIRM FLOODPLAIN MAP CPN:0800510417 C.1-25-83 NORTH ARROW 23 Peh,,3Gow `1� 517TE PLAN W/ PKOf 05ED CON57-RUCTION I J-- A , e- All --f p,,d4,V I? OA D FRY ....... ................. g GRAPHIC SCALE 20 40 80 old ( IN FEET ) 1 inch = 40 ft, EPDXY COATED - 3 #4 REBAR (MIN) TIE DOWNS 10 r4P rIA I 4 X 4'--►I TREATED ELEC. JCT. BOX POST - 2" AIR VENT RISERS) TO GROUND SURFACE CAULK/SEAL WELL d 2" FEEDER LINE TO FIELD, SLOPED AT INLET 1/8' PER FT. MIN. SHALL DRAIN BACK TO TANK AFTER EACH PUMP CYCLE. 2zc d G ° N "ALARM" cl QUICK DISCONNECT OR UNION ° d "ON" a COIL AND TIE AN ao ADDITIONAL 10' OF WEIGHT WIRE FOR PUMP �a. REMOVAL SUBMERSIBLE WASTEWATER PUMP a Co "OFF" SET PUMP APPROX. 0 8" OFF FLOOR a NOTES: 1. SWITCHES TO BE MERCURY FLOAT TYPE. 2. FLOAT SWITCH DIMENSIONS ARE BASED ON A COPELAND 1000 GAL, TANK, (CISTERN) AT 2 DOSES PER DAY. 3. DOSING TANK SHALL BE OF WATERTIGHT CONSTRUCTION, 4. ALARM SHALL BE BOTH AUDIBLE AND VISIBLE, LOCATED WITHIN THE HOUSE AND ON A CIRCUIT SEPARATE FROM THE PUMP. 5. PUMP SHALL BE CAPABLE OF AT LEAST 40 GPM 0 15 FT, OF HEAD. (ELEVATION DIFFERENCE AND PIPE LENGTHS SHALL BE FIELD MEASURED BY CONTRACTOR AND REFERRED TO ENGINEER FOR VERIFICATION OF PUMP PARAMETERS,) DOSING TANK ARRANGEMENT N.T.S. 1' 2.5' 3' 4' 160 OPI L�/ • , � LOAMY • ,; ; e GRAVELLY p, 4'SMD. D e e• p e D p D e P • d . D .e V V � a DA D e D . a; •D D,. SURFACE MO-TLED LAYER (DESIGN CONSTRAINT) GR�JNDWATER OBSERVED SOIL PROFILE N.T.S. a a 41\ f 2 #4 BARS a d d d •d d a d 1. a NOTE: ANCHORAGE REQ'D FOR DOSING TANK IF ANCHORAGE FOR DOSING TANK EXPECTED GROUNDWATER TABLE ABOVE FLOOR OF TANK. 1 C.Y. WEIGHT BLOCK EACH SIDE OF TANK (MAY BE PRECAST OR CAST IN PLACE) TANK ANCHORAGE DETAIL SECTION VIEW TH RU TANK N.T.S. (FOR PRESSURE DOSING OF FIELD) DOSING TANK v­ N.T.S. VICINITY MAP SCALE: 1" = 2000' REMOVABLE PVC CAP FINISH GRADE ------- \ 4" COUPLIN 4" SEWER I EP BEND -�- 4" x 4" x 4" ) �� F� PVC WYE CLEAN OUT ASSEMBLY SEWER CLEAN OUT DETAIL N.T.S. REMOVABLE CAP 1 -1 4 - 1 /2"0 HOLES SOLID PIPE COUPLING SOLID CAP FOR SUPPORT @ BOTTOM 0 OF TRENCH OR BED PERFORATED PIPE (BOTTOM OF SAND) 0 WRAPPED WITH FILTER FABRIC COMBINATION AIR VENT �c INSPECTION WELL DETAIL N.T.S. BED OF 1-1/2" SCREENED ROCK, (12" MIN. THICKNESS) SEE NOTES FOR MIN. BASE AREA FILTER FABRIC DISTRIBUTION L12" MIN. LATERAL TOPSOIL COVER 12" MIN. 3 MIN. \ \/ ////\/\\ \\ \\ e\\�\\�\\ :\\�\\ \\.\\�\�\\oQ\• \\\\ ;SAND FILL, SEE NOTES..'; ,.... .•; \/ .`FOR MIN. BASE 2 MIN. N. IN WELL GRADED PIT RUN 4.O' MN• MATERIAL, FREE OF FINES, TO MOTTLED MUST BE USED FOR FILL LAYER BELOW SAND L SECTI ON A- A N.T.S. RECORD DRAWING �AUGUTS 03, 2004 J PLOWED SURFACE GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE EAGLE COUNTY REGULATIONS OF INDIVIDUAL SEWAGE DISPOSAL SYSTEMS, EVEN THOUGH ALL SUCH REQUIREMENTS ARE NOT SPECIFICALLY NOTED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH SPECIFIC DETAILS AS ARE REFERRED TO IN THE ABOVE MENTIONED REGULATIONS. 2. SYSTEM DESIGN FLOW: 5 BEDROOMS * 2 PERSONS/BEDROOM * 75 GALLONS/PERSON/DAY IS 750 GPD = AVERAGE DAILY FLOW DESIGN = 1.5* AVERAGE = 1125 GPD SEPTIC TANK; MINIMUM PRE -CAST CONCRETE TANK SIZE ACCORDING TO REGULATIONS IS 1500 GALLONS. RECOMMEND 2000 GALLONS. *MINIMUM FIELD SIZE: PER EPA APPLICATION RATE FOR BOTTOM AREAS: A = AVERAGE DAILY FLOW APPLICATION RATE A = 1125 GPD = 1407 SQ. FT. 0.8 GPD SF (LOAMY SAND, EPA) *MINIMUM FIELD SIZE: FOR SAND FILTERS AND MOUNDS MINIMUM GRAVEL BASE AREA: A= 1125 GPD 1.15 GPD/S.F. = 979 SQ. FT. ***LOADING RATE OF 1.15 GPD/S.F. REQUIRES THAT ALL GARBAGE GRINDERS BE REMOVED FROM ALL RESIDENCES. MINIMUM SAND FILL BASE AREA: A= 1125 GPD 0.75 GPD/S.F. = 1500 SQ. FT. (EPA) *GRAVEL AREA CONTROLS MINIMUM FIELD DIMENSIONS BY MEANS OF MINIMUM SIDE SLOPE OF 3:1 ABSORPTION AREA PROVIDED BENEATH SAND IN MOUND=1900f S.F. WHICH IS GREATER THAN THE MINIMUM OF 1407 SQ.FT. REQUIRED PER THE SOIL TYPE. 3. TOPSOIL: SOIL EXCAVATED FROM SITE ACCEPTABLE IF NO CLAY IS PRESENT. 4, VEHICULAR TRAFFIC IS PROHIBITED ON THE FIELD, 5. CLEANOUTS ARE REQUIRED AT ALL BENDS AND AT LEAST EVERY 100 FEET ALONG THE HOUSE SEWER, 6, INSTALL RISERS AS NECESSARY TO BRING ALL ACCESS POINTS TO WITHIN 1/2-FOOT OF FINAL GRADE. 7. LOCATIONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG AS ALL MINIMUM DISTANCES AND SLOPES MEET THOSE REQUIRED, 8. PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM ABSORPTION AREA USING DRAINAGE SWALES AS NECESSARY. 9. THIS DRAWING DOES NOT CONSTITUTE AN ISDS PERMIT. PERMIT MUST BE OBTAINED FROM APPROPRIATE CITY OR COUNTY OFFICIALS, 10. THIS SYSTEM IS SIZED FOR TYPICAL DOMESTIC WASTES ONLY. BACKWASH OR FLUSHING FLOWS FOR REVERSE OSMOSIS UNITS OR WATER SOFTENERS OR FILTERS SHOULD NOT BE INTRODUCED INTO THIS SYSTEM, 11. THE SAND MUST BE THOROUGHLY SETTLED BY FLOODING OR OTHER MEANS BEFORE THE DISTRIBUTION IS PLACED AT THE FINAL GRADE. 12. SAND USED SHALL BE AS FOLLOWS: SIEVE SIZE %PASSING 4 100 40 50-55% 200 <15 UNIFORMITY COEFFICIENT=DBD/ D,o 4 TYPICALLY CONCRETE OR MASONRY SAND IS ACCEPTABLE. 14. SITE PLAN INFORMATION AND TOPOGRAPHY PROVIDED BY LINES IN SPACE, INC. 15. DESIGN OF MOUND SYSTEM BASED ON PROFILE WITH 1' OF TOPSOIL OVER 2' OF LOAMY SAND OVER GRAVELLY SAND. GROUNDWATER OBSERVED AT A DEPTH OF 4' WITH MOTTLING OBSERVED AT A DEPTH OF 2.5'. LOAMY SAND OBSERVED TO HAVE LOW TO MEDIUM ROLL (LOW TO MODERATE CLAY CONTENT). MOUND SYSTEM SPECIFICATIONS 1. GRASS, SHRUBS AND TREES SHALL BE CUT CLOSE TO THE GROUND SURFACE AND REMOVED FROM THE SITE. 2. THE MOUND SITE SHALL BE TILLED TO A DEPTH OF 8 INCHES TO ROUGHEN THE SURFACE AND INCORPORATE THE VEGETATION. THIS CAN BE DONE WITH A PLOW OR CHISEL TEETH MOUNTED ON A TOOL BAR ATTACHED TO THE BUCKET 3. A LAYER OF SAND SHOULD BE PLACED ON THE TILLED AREA. PLACEMENT OF THE SAND SHOULD BE SUCH AS NOT TO RUT OR COMPACT THE TILLED AREA. ALL WORK SHOULD BE PERFORMED FROM THE SIDE SO AS NOT TO COMPACT 6�EAT6�EkAO�REA . 4. PLACE THE PROPER DEPTH OF SAND, THEN FORM THE SAND/GRAVEL INTERFACE AREA WITH THE AREA BOTTOM BEING LEVEL. 5. PLACE THE SCREENED ROCK (AGGREGATE) TO THE SPECIFIED DEPTH AND AREA. 6. PLACE THE PRESSURE DISTRIBUTION PIPE, CONNECT IT TO THE SEWER AND COVER WITH AGGREGATE. 7, COVER THE AGGREGATE WITH A GEOTEXTILE FILTER FABRIC. 8. PLACE A MINIMUM OF 12 INCHES OF SUITABLE SOIL COVER ON THE SIDES OF THE MOUND AND TO THE NECESSARY DEPTH FOR GRADING ON THE TOP OF THE MOUND. 9. FINAL GRADE THE MOUND AND SURROUNDING AREA WITH LIGHT WEIGHT EQUIPMENT SO SURFACE WATER MOVES AWAY FROM THE MOUND AND DOES NOT ACCUMULATE NEAR THE MOUND. 10. SEED AND MULCH THE ENTIRE EXPOSED AREA TO AVOID EROSION. LANDSCAPE WITH SHRUBS AND PLANTS AS DESIRED. EAGLE COUNTY PERMIT # ORIGINAL PERMIT: 1999-00 NEW PERMIT: 2324A-03 B.P. 15470 �0 m 0 0 Z 0 V) CD Z w - < � o 0' J 0 - w ::) m m V / L0 < O < W < 0 \) w w � Z 0 ,1- 0 0 LLJ I \ M < �r-00 N z 0 0 O� Zp \ r N U 0 0 O \ N W P w W Y < J Z O 01 ro ZLL10j wWVo ZM ZwizB- W A (L UUao 0 C4 = o Co v CL m W 0 J Z of Q 0 O LLJ U U jr < 0 =Z V) UQ LL. < O U Q W �Z CW) 0 N LL Uw Q 5� Z PROJECT NO. 2000004.29 SHEET 1 OF 1 ROAD GRAVEL ENCROACHMENT �- SET L.S_ 14111 ........... • 174 a ` 004 _ 4/ C DRIVEWAY \ �n *4 REBAR PAGE 1604 FT. WITNESS CORNER �� ..._.\.... _ i004L 0_7 - \' _ two— ~'� T .98... 4 EDGE OF BRUSH, Alxkcm /1440 t i moo ' r ��t�cr-�as�t;: roe O� F 1-N1 SHED FL4OR o " -POND ASSUMED ELEV: 1000, Qb' o Vt N - _ 4& 4$,'_ WITNESS CORNER