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Home My WebLink AboutJOHNSON HEIGHTS PHASE 2 LT 5,Tohnson Heights Lot 5 #050-972-12 Municipality of Anchorage Page / of ~-- DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report PID Number: ~:~'--~'"~ 7Z--/~-- Wastewater System: [~New [] Upgrade ABSORPTION FIELD r'1 Deep Trench ~'Shallow Trench I'1 Bed I-I Mound O Other 5oil Rating: Total Depth from Original grade: Fill added above o~ginal g ra.~e: / G~I length: TANK ~ Septic ~ HoMing ~ S.T.E.P. Permit Number: Name; Address: LEGAL DESCRIPTION WELL: ~ New ~ Upgrade SEPARATION DISTANCES BENCH MARK t.ocation end Description: Inspections performed by: ~. /~, -~ .~ Dates: 1st ~7-9 -? 2nd Department of Health and Human Se~{ces approval Reviewed and approved by~~/d' ~Date: I Permit No. SW990219 Page 2 of 2 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 Anchorage, Alaska 99519-6650 Telephone: 343-4744 On-Site Wostewoter Disposal System end/or Well Inspection Report Lecjol Description: JOHNSON HEIGHTS, LOT 5 NO CONFLICTING WELLS OR I SEP~C WELL +100' iiI LOT 4 +100' ~sx[ ~; 89'59'01" E 300.49' LOT 5 5.01 ACRES 1000 CAL TANK W/2AFTER TANK C1.EANOUTS SEE 0ETAIL I .,900.72' S 89'24'20" W Unsubdivided PROFILE PID No.: 050-972-12 SCALE A e Il' - 100' C 2g.8'129.5' D 25.3' 18.7' E 39.6' 19.0' 1/2' AL. CAP UON. ON 2 1,/2' AL POST NOT 0EVELOPED Unsubdivided 0ETAIL -- 1' - '~0' 2 1/2' AL. CAP MON. ON 2 3/8' Am PIPE. FLUSH 3/30/01 ENClNEER'S SEAL ~o"~nF ~;' 4gm ~ "~' '~.~tttOUIS A. BU~RA .:~ ~.~;'. ............. ."~ Municipality of Anchorage Page DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343.-4744 · On-Site Wastewater Disposal System and/or Well Inspection Report Name:~,~/ ~/~/ Wastewater System: ~ew D Upgrade LEGAL DESCRIPTION ~.~ o.o~q on: RII idd~ I~Vl Original gm,e: / Gm~l lengtfl: 8uda~ Romans: ~re ~ ~// ~'~ ~ BENCH MARK ~ ENGINEER'S ~L Inspections pedormed by: ~,~ Dates:lst 7-9-?* Depadment of Health and Human Se~ices approval Reviewed and approved by: Date: ~'2 3-O Permit No. 8WgOO219 Page 2 of 2 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 Anchorage, Alaska 99519-6650 Telephone: .345-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Legal Description: JOHNSON HEIGHTS, LOT 5 PID No.: O50-972-12 I NO CONFUCTING WELLS OR SEPTIC SEPTIC I SCAI.[ +100' t" - 100' 26.20' PROP~[0~ ~/ S 8g~g 01' e -~ 2 l~' ~ ' ~ TANK W/2 AFaR PR~O ~ TANK ~EANOU~ SEE D[TNL LOT 5 ~.O1 ACRES I 500.72' S 89~4'20' W Unsubdivided D U 'ii' ii il . LEVEL AT~ O .... [ ..... TR~-474.4 PROFILE (N.T.S.) ~I-U~T N~E~Y NOT DEVELOPED Unsubdivided ~O DETAIL - 1' - ,50' ~o sa - TEST O · -- MONITOR TUBE ~,~ o - SEWER Ct. EN~ OUT .~ .... ~[UENT 2 1~' A~ CAP MON, ON 2 3/8' A~ PIPE. FLU~ -. EASEMENT AGREEMENT Whcrcas tile septic trench constructed to provide sewage disposal for Lot :5 Johnson I lcights Phase 2 extends onto lot 4 Johnson lleights Phase II and, Whereas the owners of the subject parcels wish to enter into an agreement Io allow the continued use ofsaid septic system. The parties agree as follows: An casement located on Lot 4 of Johnson tleights Phase Il per description below containing 593 square feet more or less is hereby created for septic system trench usc by the owner(s) of Lot 5 Johnson Heights Phase Il and is more particularly described as follows: Beginning at the northwest corner (a $18" rebar) of Lot 5, Johnson I leights Subdivision, Phase II; thence along the northerly boundary of said Lot 5, South 89 degrees 59 minutes 01 seconds East. a distance of 155.52 feet to the True Point of Beginning. Thence from said True Point o.e Beginning, over Lot 4, Johnson tleights Subdivision, Phase II, the following two co, scs: North 59 degrees 57 minutes 28 seconds East, a distance of 45.27 feet and South 30 degrees 02 minutes 32 seconds East, a distance of 26.20 feet to a point on said northerly boundary of Lot 5. Thence along said northerly boundary, North 89 degrees 59 minutes 01 seconds West, a distance of 52.30 feet to the True Point of Beginning. Containing 593 square feet ofland, more or less. Whereas it is understood that tile protection of parties is paramount, the parties agree as follows: !. The easement shall be granted to the owner(s) of Lot 5, Johnson lleights Phase II and their heirs and successors, sale or transfer of ownership by tile owner(s) of either lot. shall include transfer of ownership of this agreement. 2. It is agreed that the owner(s) of Lot $ Johnson }[eights Phase I1 shall hold the owner(s} of Lot 4 Johnson tleights Phase I! harmless from penalty or damage for any cost arising otl! of inspection, repair or damage of tile septic system trench. T)~is agreement ra, been si?ed and entered into this / day of ~.~ET~/~c--. 4__ 1999 In tile Anchorage recording District, Third Judicial District at Anchomge'33aska. Preston R. J6hn~ Owner Lot 4 Johnson IIci§his Phase VAaron Joh_n-~:,n .. owner Lot 5 lohnson Ilei~hls Phase II ........ / Own/~/I~6t 4 Johnson Heights Phase II / l(obin Jd~,~on ' ' Owner Lot 5 Johnson II¢ightx I'hase II This is to certify that on thc day of, 1999, personally appeared before me, the undersigned a Notary Public in and for this State of Alaska, Known to be to me to be the person(s) named in and who executed the forgoing document and they acknov,.ledged to me that they were aa~horized to execute the foregoing document. WITNESS tdy IIAND AND NOTARY SEAL, the day and year first herein above written. NOTARY PUBLIC IN AND F, OR ALASKA My Commission Expires: ~._~/CY.) 10 STATE OF ALASKA ) TIIIRD JUDICIAL DISTRICT) This is to certify that on the ~Tday of ~.~t 1999, personally appeared before me, the undersigned a Notary Public in and for this State of Alaska, Known to be to me to be the person(s) named in and who executed the forgoing document and they acknowledged to me that they were authorized to execute the foregoing document. WITNESS,. M.,Y IIAND AND NOTARY SEAL, the day and year first herein above written. NOTARY PUBLIC Pq AND FOR ALASKA My Commission Expires: .,//J&O (C1 ~t~ STATE OF ALASKA ) THIRD JUDICIAL DISTRICT) Thi,'. is to certify that on the (~'~ day of (~3L 1999. personally appeared before me, the undersigned a Notary Public in and for this State of Alaska, Known to be to me to be the pe,'son(s) named in and who executed the forgoing document and they acknowledged to me that they were authorized Io execute the foregoing document. WITNESS MY [lAND AND NOTARY SEAL, the day and year first herein above written. NOTARY PUBLIC.IN AND,FOR ALASKA My Commission Expires:.,'~ff)t..3 /O STATE OF ALASKA ) TIIIRD JUDICIAl. DISTRICT) This is to certify that on the G'7 day of 1999, personally appeared before me, the undersigned a Notary Public in and for this State or Alaska, Known to be to me to be the person(s) named in and who executed_the forgoing docum_ent agd they acknow, ledged_to~ me that they were authorized to execute the foregoing document. 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 ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial Date Issued: Jul 27, 1999 Expiration Date: Jul 26, 2000 Permit Number:. SW990219 Legal Description: JOHNSON HEIGHTS PHASE 2 LT 5 Design Engineer. 0024 Eagle River Engineering Services Owner Name: Robin Johnson Owner Address: 9923 Greenhouse Eagle River, AK 99577- Parcel ID: 050-972-12 Site Address: Lot Size: 131116 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the construction of: [] Disposal Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage ,~II 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 ( 18AAC80 ). 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. .. Eagle River Engineering Services Louis Butera, P.E. P.O. Box 773294 (907) 694-5195 tel Eagle River, AK 99577-3294 (907) 694-3297 fax July 9, i 999 Jim Cross, P.E. Manager, On-Site Services Municipality o f Anchorage P.O. Box 196650 Anchorage, AK 99519 Re' Johnson tleights Lot 5 Narrative & Permit Application Dear Mr. Cross: The proposed well and septic system will have very limited impact on adjacent properties for the following reasons: 1. The surrounding lots are large, allowing sufficient room for septic sites. 2. Immediate neighboring septic systems are all +30' distance. 3. Reserve space is adequate, due to absorption capacity and lot size. 4. Drainage will not be affected and is not a major consideration in our design. There are no conflicts with adjacent properlies, their well or septic reserve areas, or any slopes or cutbanks in allowing this variance. Ifyou have any questions please call our office at 694-5195. Sincerely, Louis Butera, P.E. \1999\99-022-~AR Eagle River Engineering Services Louis Butera, P.E. P.O. Box 773294 (907) 694-5195 tel Eagle River, AK 99577-3294 (907) 694-3297 fax SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM LEGAL: Johnson Heights Lot $ 9/2/99 A. GENERAL I. The well and septic plan are for a single family residence only. 2. The drawing and or site plan shall be a part of this specification. 3. All materials and workmanship shall meet the Anchorage Department of Health and State Department of Environmental Conservation requirements. 4. All soil tests are advisory to the design and are to be verified or modified in the field by the engineer. 5. All excavations and depths are advisory and are to be verified in the field by the contractor to meet Municipality of Anchorage, Department of Environmental Conservation reqfilrements. 6. It is the responsibility of the owner to obtain all necessary permits or easements and to locate any adjacent multi-family wells. 7. The excavation is to be exactly in the area shmvn on the site plan, any deviation requires engineer approval. 8. It is always recommended that a surveyor locate the nearest lot line position and the location of any easements. 9. Any remainlng open test hole excavations shall be filled. B. SEPT1C TANK 1. Septic tank shall be a minimum 1000 gallon MOA approved tank. C. TRENCH I. The trench is to follow the natural land contour to maintain uniform total depth of the trench bottom. 2. The bottom of the trench shall be level, plus or minus 1.5". 3. The total depth of the trench excavation is not to exceed 1.5', referencing the ground surface at the uphill side, at any point. 4. The effluent line within the trench shall be laid level within 0.0Y. ... ..... 5,...,Th; trench gravel is to be covered with typar fabric materbl. 6. Soll or combination of soil and extruded board insulation to a depth of 3' or equivalent is to be placed over the leachfield. Mound if necessary, to meet grade slope 3:1. 7. The area over the trench is to be finish graded to prevent ponding of surface water runoff. 8. The septic tank and leachfield must not be closer than 100' to any existing private well, 150' to any Class "C" well, or 200 feet to any community well. RECOMMENDED LEACHFIELD DIMENSIONS: TOTAL DEPTtl -- 1.5' GRAVEL DEPTtl = 1.5' under pipe, 2" over pipe TRENCli LENGTH = 117' TRENCH WIDTtl = 5' SOIL RATING = 0.6 GPD/ft2 BEDROOM CAPACITY -- 3 SEPTIC TANK = I000 gallons Twenty-four (24) hours notlce required for all inspectlons. \1999\99-022-specB NO CONFUCTING ¥~LLS OR SEPTlC I WCLL +100' LOT 4 s~P~C 4.100' I I\\ ~ .01 ACRES ,00.72. ~z~l I S 89~4'20' w Unsubdivided 1/2" ALUMINUM CAP MONUMENT ON 2 1/2" ALUMINUM POST NOT DEVELOPED 2 1/2' ALUMINUM CAP MONUMENT ON 2 3/8' ALUMINUM PIPE. FLUSH NO SURFACE WATER +100' TO SEPTIC NO KNOWN CURTAIN DRAINS TEST HOLE: MONITOR TUBE SEWER CLEAN OUT WELL EASEMENT PROPOSED LEACH FIELD EXISTING LEACH FIELD WELL//SEPTIC SITE PLAN LEGAL: JOHNSON HEIGHTS, LOT ,5 OWNER: ROBIN JOHNSON CONTRACTOR: N/A JOB// 99-022 DATE: 09/02/991 SCALE 1" =100 EAGLE RIVER ENGINEERING SERVICES A P.O. Box 775£94 EAGLE RIVER, AK. 99577 (907) 694-5195 FAX: (907) 694-$£9? EAGLE RIVER ENGINEERING SERVICES P. O. Box 773294 EAGLE RIVER, ALASKA 99577 Phone 694-5195 DATE I I/,/',~ ~' .,*~ /..,/,,,,/~- ~--.-.,'r/C ...... ~ ...................................... I ~ ~'~ ]=, ~._L.~ ............... ' :---~-.~ ....... , ~ [ , , . , , · ~ .~ .,~ ~ , · : ' ~ · L '~,.' ; ~ . . , ~' ..................... ~ ........ T '"- r - '-T ............. . PERFORMED FOR:. Municipality o! Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L' Street. Anchorage. Alaska 99502-0650 SOILS LOG ~ PERCOLATION TEST OATE PERFORMED: LEGAl. DESCRIPTION:~e~' ~ ..~"~.Z,~.z.,,,, He1,~,.~-~ /=,~,,=e ~.Township, Range, Section: 1 3- 4- 5- 6- 7- 8- 9- 10 - WAS GROUND WATER ENCOUNTERED? 11 IF YES, AT WHAT DEPTH? 12- · ~- W~r ~U~r .S',$ 13 - 14- · 15- · 16- 17- 18- 19- 20- SLOPE SITE PLAN I 1111 IIIIII I 11111111 I 1111111 IIII I 111 I I E Grosl Net Depth to . Net Reading Dire 'rlme Time Water ~ PERCOLATION RATE ..~ 7 (minutes/tach) PERC HOLE DIAMETER TEST RUN BETWEEN ~,5' FTAND /'~ FT PERFORMED BY: ~'~ E *J' I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) Municipality ,al' Anchorage DEPARTMENT OF HEALTH & HUMAN RERVICE$ ~ "L" Street. Ancr~orage. Alaska 995(32~650 SOILS LOG ~ PERCOLATION TEST f,,,~V',,, C#-AL 6 7 8 g 10 11 12- 13- 14- 1S- 16- 17- 18- lg- 20- COMMENTS DATE PERFORMED: ;2 Townsrt~o, Range. Sec:~on: !t E! WAS GROUNr~ wATER ENCOUNTERED? IF YES. AT WHAT ~,, DEPTH? PERCOLATION RATE ~' / (m,nule~,,.c~l RERC HOLE DIAMETER TE~T nUN BETWEEN ~'~ FT AND ~ FT PERFORMED BY: ~'/L~5'" I IFY THAT THIS TE~T WAS PERFORMED IN , -/--~P - . - .. ACCOROANCE WITH AL[. STAT~_AN0 MUNICIPAL GUI INES IN EFFEC. ON THIS DATF- r~ATI~ ~ '