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Home My WebLink AboutLAKE HILL ACRES LT 3Lake Hill Acres Lot 3 #051-053-24 Municipality of Anchorage ''- I Development Services Department Building Safety Division On -Site Water and Wastewater Program, 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99507 Page! of L4 www.ci.enchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM ANDIOR WELL INSPECTION REPORT Permit Number: SW980417 PID Number: 051-053-24, Nwn. BRUCE ANDERSON Wastewater System: 0 New ❑ Upgrade Amraas 24212 SUNNYSIDE DRIVE CHUGIAK AK 99567 ABSORPTION FIELD Pt 6884560 Nunbar d Bwkoana 4 I2Deep Trwch p Slutlow Torch 069d O Mann O Oew'. Rw� LEGAL DESCRIPTION o8GPDT? 11.5 Ft. La suodndcn', 000h a pp txxtdm ham arrprw Wade Grarw dWh d h ppe 3 LAKE HILL ACRES 3.5 Ft. 8 Fl Tpwnetap Ran. Saaun FY a copra arr.ut pads Grarw Lwgm 2.0 Fl. 50 Ft. Well: ❑ New ❑ Upgrad GrwM wino'. NumlW a tine 1 Datwce paNleen bull N/A 2.5 Ft. Ft Dean CWWc,;tan (P"O. ^ 6. CT TaalCased W'. Taal adaaptm area P"Mwwral EXISTING PRIVATE FI Ft 800 Fe ASTM D3034/F810 Drew we Dabd SMtc Warw Larw Imlarw Date nuaued Fl OWNER 11/4/98 Yarn Pranpset n. Caw 1,to,gnAopreGrarq TANK GPM FI. FI. SEPARATION DISTANCES 0 Septic ❑ Holding ❑ S.T.E.P. ❑ Other. To Septic Absorption Lilt Holding ubik7Prtvate r From Tank Field Station Tank Sewer Line PREMIER PLASTICS 1300 Gat. Metwrw NunoeraC Wrtrrraaa. Wee 100'+ 100'+ 75'+ POLYETHYLENE 2 Surtauwww 100'+ 107+ LIFT STATION za wauw La L. 5'+ 10'+ Gat 'Pang an' brtlt w 'Pump oh' .rMpn www awm w FaaMwan 51+ 10'+ [72 n n 2t Pump Maeaa Er nepwlana PadamW by Cutin Dram NONE KNOWN R.W" BENCH MARK Laurinwa vt \JE\, •sunnedkrwon ♦ / ( .._ i>. 100 Ft Inspections performed by: SIN flQ 18861 S 8hchwood tp. Rd Dates: 1" 11/2/98 A ahd Engin s Stamp -' '%1 aa1 Ctwglak• as 11/8/99 2.S'��jl ••• 'e Development Services Department Approval i 9,It! Conditional Approval Date: 00• ,........ to, �a 1 A. 9hafav as 11l7A � � a p`CFrY:e1', Reviewed and approved b 41t C Date: ntn twoel 9 d3 0 , 1 0 PERMIT No. SW980417 PACE 2 OF 4 Municipality of Anchorage DEVELOPMENT SERVICES DEPARTMENT - BUILDING SAFETY DIVISION ON-SITE WATER AND WASTEWATER PROGRAM, 4700 BRAGAW STREET P.fl. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: (937) 343-7904 • www.ci.anchorage.ak.us ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL LOT 3, LAKE HILL ACRES S/D P.I.D. NO. 051-053- /N1 ° DBL1 A DBL 2 01 n 4 BEDROOM FCO II HOUSE II B II 'Il � II M T 1 U �o CO2 0 ^ I - 20 qo� E`i w t �i A A. ihefv W. 14574 , A ,r r, sROf SIa Q PERMIT NO. SW980417 PAGE 3 OF 4 Municipality of Anchorage DEVELOPMENT SERVICES DEPARTMENT - BUILDING SAFETY DIVISION ON-SITE WATER AND WASTEWATER PROGRAM, 4700 BRAGAW STREET P.n. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone= <907) 343-7904 • www.ci.anchorage.ak.us ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL LOT 3, LAKE HILL ACRES S/D P.I.D. n0. 051-053-24 {9 N0 LAKE HILL LAKE HILL CRES S/D aR ACRES LOT 4 ; �a LOT 5/D SEPTIC a e C AREA E'er NI n SUNNYSIDE DR •�ti Deu DBL 01n 4 BEDROOM co HOUSE ii LAKE HILL ACRES S/D =" Ii LOT 2 +, R �C Tl Cp. 2 �UNDEVCLOPED kf 9•�L f SEPTIC REA 1-Z l� SEPT C�) C AREA y SEPTIC C AREA SEPTIC LPTIC)) AREA ARCA TA'S S' D81 LEO'S S/D LEO'S S/DI LOT 9 o LEO'S S/D :� :LOT 11 s, LEO'S S/Da E�Tr�a►sy-j+P . "i LOT 10I LOT 12 ,,.....,,,qs'�y ~•:fy .,I : - Z: .. •• e• i A. 36af- ' C• t. 04, 1AS74 I FF � PERMIT No. SW980417 PAGE 4 of 4 Municipality of Anchorage DEVELOPMENT SERVICES DEPARTMENT — BUILDING SAFETY DIVISION ON—SITE WATER AND WASTEWATER PROGRAM, 4700 BRAGAW STREET P.11- Box 196650 • Anchorage, Alaska 99519-6650 • Telephone (907) 343-7904 • www.ci.anchorage.ok.us ON—SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL LOT 3 LAKE HILL ACRES S/D P.1.D. No. 051-053-24 94.0' FINAL GRADE INSULATION TOP OF TANK 91.1' ir- 90.3' NEW 1300 GAL. POLY. TANK 90.1' A B FCO 7.5 17.5 ST1 47.0 56.5 ST2 50.0 58.0 DBL1 51.5 _ 57.5 _ COI =94.0' DBL2 52.0 56.0 C01 53.0 57.0 71.5 57.0 /CO2=94.0' CO2 72.5 57.0 C0 os_9a.0' FINAL GRADE PJJAPad e 1 cf 14 C01=88.4' SR CO2=88.4' .ter OF � i % MITI =80.5' 9 N ♦... .. ... ......... . » « r�$ NO WATER FOUND `� t4.. tgLf! 74.5' B.O.H. 1,•, t��.-'•-...«...•''� Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Elmore St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 ON-SITE SEWERIWELL SUBMITTAL COMMENT SHEET To: SS Engineering Legal description: Lake Hills Acres: Lot 3 []Permit EIC.O.S.A. ®Inspection Report The attached paperwork has been reviewed and Is being returned for the following reasons: 1. Benchmark — Location: The inspection report shows an assumed benchmark elevation of 100 feet, but does not describe where it is located. Please provide the location of the benchmark. 2. Sealed Documents — Date: The inspection report is sealed and signed, but not dated at the time of signing. Please provide an inspection report that is sealed, signed and dated. Name of reviewer: Jay Date: 9111108 Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On -Site Services Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-4744 (j62.2.t `y/ld�ee�icrt� I pM //1198" 7D14 Y ONSITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial Permit Number: SW980417 Legal Description: LAKE HILL ACRES LT 3 '-i P M t1 ►i- u a� A'd Date Issued: Oct 26, 1998 Expiration Date: Oct 26, 1999 Parcel ID: 051-053-24 Design Engineer: 0003 S & S Engineering Site Address: Owner Name: Bruce Anderson Lot Size: 31500 SO. FT. Owner Address: PO Box 770249 Total Bedrooms: 4 Permit Bedrooms: 4 Eagle River. AK 99577 - This permit is for the construction of: ❑✓ Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction must be In accordance with: 1. The attached approved design. 2. All requirements specified In Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations ( I8AAC80 ). 3. The engineer must notify DHHS at least 2 hours prior to each Inspection. Provide notification by calling (907) 343-4744 (24 hours). ( Not required for a Water Supply Permit only). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either. A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Issued By: Date: /•-QC.- 17g Date: V- 210-9a October 21, 1998 APPRA"fhO"r APPROVALS MUNICIPALITY OF ANCHORAGE Department of Health and Human Services P.O. Box 196650 Anchorage, AK. 99519 SEWER& WATER AWNDnNSKM REFERENCE: Lot 3, Lake Hill Subdivision ROBERTC.COWAN, P.E. ROBERTA. SHAFEFL P.E. CIVIL ENGINEERS (907)694.2979 FAX(907)694.1211 SEWER& WATER NSPECTION Request you issue a permit to install a septic system to serve the four bedroom dwelling on the referenced property. ENGINEERINGS1UDiES A test hole was excavated and percolation test performed. The approximate location of ANOREPOMS the test hole is located on the attached site plan. At the time of excavation 08/23/98 water was not encountered in the test hole. After WELL INSPECTION seven days of ground water monitoring the monitoring tube was dry. &FLOWTEST We do not anticipate any adverse effects on neighboring wells, septic systems, reserve areas or drainage patterns by the installation of the proposed septic system. The SITEPLANS construction of this system will not prevent any future development on any of the adjacent properties. If you require additional information, please contact us. ROADDESIGN Sincerely, SOIL TEST iu/t Obert C. Cowan, P.E. RCC/rdp PERCIXATION TEST Enclosure STR=LR4.& MECHANICAL NSPECTIONS ONSITE WASTEWATER DISPOSALSYSTEM DESIGN 17034 NORTH EAGLE RIVER LOOP • SURE 204 • EAGLE RIVER, ALASKA 99577 "u" LOT 3, LAKE HILL ACRES ORMN 6r.�°'` C■EO ft. WE- SHEET: 4 R.D.P. 1 R.C.C. I 10-20-98 I 1 OF 2\�r, DESIGN CRITERIA: STRUCTURES, EASEMENTS, OR ENCROACHMENTS ref `% by I J SHOWN ON THIS SITE PLAN ARE AS SHOWN ONd k► /.....:... r.�.«/ 4 BORM = 600 GPD AN AS—BUILT SURVEY DRAWN BY: SOILS = 0.8 GPD/SO.FT. DUANE MARK SEWARD� »- �--- • f-- 600/0.8 = 750 SOFT. REO'D. IT 701S THE VERIFY REASEMENITS. REQUIRED SEPARATION Y ILTY OF THE CONTRACTOR ROBOr ERT 8801 w 170" FAG" RM9 EOOP ROAD TRENCH CRITERIA' DISTANCES, AND PROPERTY LINES PRIOR TO �it•rfti,�. .,.'"4 EAGLE RIVE.. ALOU 99377 11.5 DEEP CONSTRUCTION. I 1m 6 t 1 F7...... •�. �� PHONE# (907)694-3979 / • 1 kit FAX# (907)694-1111 , 4� 111, �� •'•' -tom X7.5' EFFECTIVE I `y 2.5 WIDE f I �9�� CONTRACTOR IS REQUIRED TO SO' LONG OBTAIN UTILITY LOCATES, — _ _ a`' I PRIOR TO ANY EXCAVATION v WORK. —_--_—y_ --__---------------- Z_ — — — — — — — — -- 0 SUNNYSIDE DRIVE — — — — — — — — — — — — W _---_—_--- T-- C3 Com m f40• �, puNa3 140'.o,.9Aoan .X,,, IFUL PROPO= 1000 CAUAW AM PWraw p =ALL 96 CO ITS= IT P#aPo9Xo 91IEMaE I 9a� I I IAT YI t°�' = I I ALUM1X !Es L07 Y lab• I I g I I U LiD. J __ I 1n �' \ 4T4`4 N sL,c54 /` ✓ I N ti I I --T Lm�1I.EE 14=''` I I I I I I I I I I I w IAT 3 I IAT 9 I IAT 10 LOT 11 I LOT 12 I LOT 13 I SOT 15 11� ALL PORTIONS OF SYSTEM I I I I I I THE ENGNEM WY Y•RF THE WITH LESS THAN 3.5' OF I I I I I PETERS IN THE nANO �s A9 NECESSNW. TO MEET SIE COVER REQUIRE INSULATION. i i 1 Co anoNL "°°" LOT 3, LAKE HILL ACRES S/D ORMN or DIED 81: WE: R.D.P. R.C.C. I 10-20-98 I LOT 4 PPHONE# (907)�� 29)97 G FA2P (907)691-1211 Q�ti DESIGN CRITERIA: 4 SDRM = 600 GPD -APP KATION RATE = 0.8 GPD/SO.FT. 600/0.8 = 750 SQ.FT. REO'D W 'DRAINFIELD CRITERIA: 11.5' DEEP 7.5' EFFECTIVE 2.5' WIDE 50.0' LONG z U PROPOSED FA TRAILER EXISTING WELL 100' WELL RADIUS - 0 M w 11� s • ALL PORTIONS OF SYSTEI WITH LESS THAN 3.5' OF COVER REQUIRE INSULATI 12OF2 �P P� tiG Q� — — — I — — SUNNYSIDE DRIVE ROBERT C. COWAN cr CE•8801 1112. F:''^-: /CONTRACTOR IS REOUIREO TO OBTAIN UTILITY LOCATES PRIOR TO ANY EXCAVATION —WORK— 100' WELL RADIUS PROPOSED 1250 GALLON SEPTIC TANK OR 1300 GALLON PREMIER POLYETHYLENE SEPTIC TANK INSTALL DHL CO ��nPROPOSED TRENCH ,I T /--ALTERNATE SITE UUT U • - I 15' MIN. LOT 2 P� tiG (vQ� E, MENS NS ANO OEscN C) PN wfitS NI 1NE MO. f i� NECESSW, TO MEET SITE CONOMO a. 0 4 Municipality of Anchorage DEPARTMENT OF HEALTH 8 HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 '.." .......�...--r SOILS LOG —PERCOLATION TEST / O T � ROBERT C COWAN CE OE01 /'P PERFORMED FOR:f` �•}��'� L /k•rJJ$aA DATE PERFORMED) t � LEGAL DESCRIPTION: Vi ,A,44, Township, Range, Section: SLOPE SITE PLAN 1I* 8/ N 2- 3- /0 -3-/ 4— V w • 5— 6- u Cstut l 7— B - A 9- 10- -10- E r WAS GROUND WATER I ENCOUNTERED? a s 11-;� L /IF YES, AT WHAT�Ik O y"'r7 may. / DEPTH? P � 12--'f E 13 - • . ! flepth to Water IIRer g .31 A Y Monitoring? _ Oats: ar / 14— rGross Net Depth to Net Reading Date Time Time Water Drop 15— PFr3• t ark 16- 17- 6-17— Z' 18— ti 3';' •+•,4 1. 'A' z` 2 19- / 20- PERCOLATION 0- PERCOLATION RATE I5�- (minutevmth) PERC HOLE DIAMETER / TEST RUN BETWEEN _4- — FT AND 7,S- FT COMMENTS �`)t'�P�'•�-fes �'6I� 6��51TE/Ji �fS �yP ii L. 535 ENGINEERING-�(/�j/1� PERFORMED BY: 1/o44 [:aft'River Loop Road No. Zia 6� `G't ✓ �� ~— CERTIFY THAT nT71$ T€ST WAS PERFORMED IN ACCORDANCE WITHIOIs91LrH',g11Ysi1�INLf7�91 GUIDELINES IN EFFECT ON THIS DATE. DATE: / r I /� s 72-M (Rev. 0/85) HEALTHA HORTY APPROVALS ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS REFERENCE: Lot 3, Lake Hill Acres Subdivision October 21, 1998 SEWER& WATER AWN DRENSIOIS GENERAL: ROBERT C. COWAN, P.E. ROBERTA. SHAFER, P.E. CML ENGINEERS (907)694-2979 FAX(907)694.1211 I. The scope of this project includes the installation of a 1250 gallon steel tank or 1300 SEWERAWATER gallon polyethlene septic tank to service a four bedroom leachfield trench located on the 94PEMON referenced property. 2. Construction shall be in accordance with the approved site plan and design drawings, ENGINEERING STUDIES Municipal permit with any special provisions or conditions, and all applicable State and ANOREPGRTS Municipal Wastewater Disposal Regulations. 3. The contractor shall be responsible for obtaining any necessary underground utility WELLINSPECDON locates. a RAW TEST 4. Unless specifically agreed otherwise, the property owner shall be responsible for final grading areas subsequently depressed from soil settling. SITEPLANS 5. Contractors installing wastewater disposal systems must be certified by the Municipal Health Department for system installations. Owners installing their own systems must ROAD DESIGN also receive prior approval from the Municipal Health Department. WILIEST SEPTIC TANK INSTALLATION: 1. A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. PERCOLATION TEST 2. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. 3. All standpipes on the septic tank shall extend a minimum of 12 inches above final STRUCTURAL & grade. MEQ4W ICAL INSPECTIONS ONSITE WASTEWATER DISPOSALSYSTEM DESIGN 17034 NORTH EAGLE RIVER LOOP • SURE 204 • EAGLE RIVER. ALASKA 99577 Page 2 Lot 3, Lake Hill Acres S/D Oct. 21, 1998 4. Septic tanks installed with less than 4 ft. of cover shall be insulated. 5. A foundation cleanout shall be installed one to four feet from the building foundation. In the line between the tank and the leachfield there shall be two adjacent cleanouts (unless an effluent pumping system exists within the septic tank). These cleanouts shall be located on undisturbed soil not more than 10 ft. from the tank. The first cleanout, in line, shall be to clean toward the leachfield. The second cleanout shall be to clean toward the septic tank. 6. Final grading over the septic tank shall be such that a positive slope exists away from the septic tank. ABSORPTION TRENCH/DRAINFIELD INSTALLATION: 1. Excavate the proposed trench to the dimensions shown on the design. The bottom of the excavation shall be within 2 inches of level. If the sidewalls of the excavation become smeared, they must be raked or scratched (ruffed -up) before gravel (sewer rock) placement. 2. Once the gravel is installed, the distribution pipe is to be installed level with the perforations faced downward. Gravel is then to be placed over the distribution pipe to provide a minimum of 2 inches of cover over the pipe. 3. A silt barrier must be installed between the final gravel layer and the native soil backfill. Ensure the silt barrier covers the entire gravel surface before placing backfill. 4. Monitor tubes shall be of four (4) inch diameter, installed approximately in the locations shown on the design, and extend a minimum of 12 inches above final grade. The portion of the monitoring tube extending through the gravel shall be perforated from the bottom of the trench to the invert of the distribution pipe. This is equivalent to the effective depth of the gravel as noted on the design. 5. Backfill over the final gravel layer must not be less than twenty-four (24) inches. Insulation must be installed when the backfill depth is less than thirty-six (36) inches. The finish grade over the trench must be mounded to prevent the formation of a depression after settling. Page 3 Lot 3, Lake Hill Acres S/D Oct. 21, 1998 MINIMUM MATERIAL SPECIFICATIONS: Any septic tank proposed for installation must be constructed by a Municipal approved septic tank manufacturer. 2. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: ��. •a..r• w� Cast Iron Yes Yes ASTM D3034 (PVC) Yes Yes ASTM F810 (HDPE) Yes No ASTM D2662 (ABS) Yes Yes Use of a type of pipe other than listed above must be approved by the inspecting engineer. 3. Insulation shall be at ]east 2" thick extruded direct burial polystyrene (Dow Chemical Company Styrofoam HI or equal). 4. Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Femco, or equal). 5. A permeable nontoxic silt barrier (Typar 3401, Mirafi 140N, or equal) must be installed between the final leachfield gravel layer and the native soil backfill. 6. All leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 3% passing the #200 sieve. 7. When sand is being used as a filter material, its gradation specifications must conform to current M.O.A. or D.E.C. requirements, which ever requirement applies. INSPECTIONS: Typically there will be a minimum of three (3) inspections required during the installation of the wastewater disposal system. These inspections will occur as follows: Page 4 Lot 3, Lake Hill Acres S/D Oct. 21, 1998 The first inspection must be conducted after the excavation of ditches, pits, trenches, or beds and before the installation of any gravel. A septic tank may be set in place, but may not be backfilled before this inspection. 2. The second inspection must be conducted after the placement of the silt barrier, gravel, distribution lines, standpipes, cleanouts, and insulation, but before the placement of any other backfill. 3. The final inspection is to occur upon final grading of the property. Often there will be more than these 3 inspections required. Especially with the installation of multiple trenches, sand filters, pressurized distribution systems, etc. Thus, the inspecting engineer is to be contacted at least 24 hours prior to the start of construction. If necessary, a pre -construction meeting will take place on-site. The inspecting engineer will not coordinate, direct or control in any way the contractors activities. The owner shall contract with the contractor to perform the work outlined in these specifications and plans and in accordance with the attached M.O.A. permit. There will be no contractual arrangement existing between the contractor and S & S Engineering. S & S Engineering shall be the owner's representative and will inspect the work as stated above to document the contractors activities. Final acceptance of the contractors work rests with the owner and the M.O.A. S & S Engineering shall have no liability to the owner or to others for acts or omissions of the contractor or any other persons performing work on this project or the failure of the contractor to carry out the work in accordance with these construction documents. S & S Engineering's inspecting engineer will not be responsible for the construction means, methods, techniques, sequence, procedures or the safety precautions incident to this project. CONTRACTOR/INSTALLER OCT -23-98 FRI 12:37 PM LDS EMPLOYMENT SERVICES FAX H0. 907 272 9973 P. 1 Z3 OL'TO�,� f8 RECEIVED OCT 231998 Municipality of Anchorage Dept. 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