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Home My WebLink AboutNORTH SLOPE #2 BLK 6 LT 1Onsite File ah Slope NF Municipality of Anchorage On-Site Water and Wastewater Section • (907) 343-7904 Page 1 of 1 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP191300 PID Number: 050-581-03 Dwelling: Z Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ;X Upgrade Name John George ABSORPTION FIELD ❑ Deep Trench ❑ Wide Trench ❑ Be J ❑ Mound Site Address 30944 Beechey Point Ct, Eagle River, AK ❑ Other Phone Number of Bedrooms Soil Rating Total depth from ohgihal grade 907-229-0879 3 GPD/SF Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Ft. Gravel depth beneath pipe Ft. Subdivision Block Lot North Slope #2 6 1 Fill added above original grade Ft. Gravel length Ft. Township Range Section Gravel width Ft. Beds: Number of Lines Dist' nce between lines Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank ! Line Ft2 Ft. Well 1001+ TANK 0 Septic [:1S.T.E.P. 171Holding ElOthe� Manufacturer Anchorage Tank Capacity 1250 Gal. Surface Water 100'+ Material Steel (epoxy coated) Number of co 2 partments Lot Line 5'+! i NA Foundation 6.5 LIFT STATION Manufacturer Capacity Remarks *deck support Gal. Alarm location Electrical installed by PIPE MATERIAL House to tank 3034 Tank to 3034 rainfield Installer Martin Construction Drainfield CO/MT3034 Inspector Crewdson Engineering LLC BENCH MARK (Assumed elevation) 100 .t Inspeection i5t 8/1,119 8/5/19 Location and description 2nd ction 3rd 4,h Bottom of siding at "BM" on record drawing ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engine r. Stamp FA4 ,1 st1 Conditional Approval: Date'j TH ,James A. Crewdson..-g% 2i SepticC11527 Approved _ Date �1lipF� ao J l� �OFE SION.� Note: this approval does not include well permit requirements. LLC- O\� ! krICV u:7lvel 10) WELL/ BENCH MARK DWY BOTTOM OF SIDING >150' FROM AT "BM" ON PLAN'' SEPTIC SYSTEM VIEW ASSUMED ELEV 10C ELEV EG 95. V A FG 95.3'; D1 MH S 3 BR SFH ® BM ® 1 D1 • \ MH S2 ST D2 ° DECK C1 SUPPORTS Civil & Environmental Engineering Box 671389 ChugiakAK 99567 . cellc.1@outic Celllrext:907-280-9493 a Fax: 907-688-2295 — ELEV EG 93.7' FG 93.9' D2 C1 SEPTIC TANK ' 1: i' : AT -1250, EPDXY COATED ;STEEL, 4" INS OVER TANK, I B 2" INS OVER OUTLET PIPE TO MATCH EXISTING: INS. SEPTIC TANK ELEVATIONS: TOT 91.0' //�� INLET INV 90.4' PL/—�� OUTLET INV 90.2' SCALE: 1"=20' P RO F' Ii , NOT TO SCALE it North Slope #2, Block 6, Lot 1 Prepared for: John George Date: 10-22-2019 Permit: OSP191300 Page: 1 of 1 ALL INFORMATION SHOWN ON THIS DOCUMENT IS THE PROPERTY OF CREWOSON ENGINEERING. LLC AND SHALL NOT 8E USED FOR ENGINEERING OR CONSTRUCTION PURPOSES WITHOUT WRITTEN PERMISSION FROM CREWDSON ENGINEERING. LLC BR -BEDROOM C# -cleanout D# - & uble cleanout DWY driveway EG - ellisting ground ELEV elevation FG'- fi. is,h grade INS - Insulation INV - Invert MH - Z "'manhole S#(- septic tank cleanout SFH - Mingle family home ST!- se tic tank TOT - op of tank I ........... Jamles A, Crewdson 611)27 h� �ROFESSOW .mom —AL LQ #112279 .I SWING TIES (feet) A B D1 28.7 35.5 MH 31.4 37.7 S2 36.9 42.4 D2 38.3 43.7 C1 41.7 43.5 Civil & Environmental Engineering Box 671389 ChugiakAK 99567 . cellc.1@outic Celllrext:907-280-9493 a Fax: 907-688-2295 — ELEV EG 93.7' FG 93.9' D2 C1 SEPTIC TANK ' 1: i' : AT -1250, EPDXY COATED ;STEEL, 4" INS OVER TANK, I B 2" INS OVER OUTLET PIPE TO MATCH EXISTING: INS. SEPTIC TANK ELEVATIONS: TOT 91.0' //�� INLET INV 90.4' PL/—�� OUTLET INV 90.2' SCALE: 1"=20' P RO F' Ii , NOT TO SCALE it North Slope #2, Block 6, Lot 1 Prepared for: John George Date: 10-22-2019 Permit: OSP191300 Page: 1 of 1 ALL INFORMATION SHOWN ON THIS DOCUMENT IS THE PROPERTY OF CREWOSON ENGINEERING. LLC AND SHALL NOT 8E USED FOR ENGINEERING OR CONSTRUCTION PURPOSES WITHOUT WRITTEN PERMISSION FROM CREWDSON ENGINEERING. LLC BR -BEDROOM C# -cleanout D# - & uble cleanout DWY driveway EG - ellisting ground ELEV elevation FG'- fi. is,h grade INS - Insulation INV - Invert MH - Z "'manhole S#(- septic tank cleanout SFH - Mingle family home ST!- se tic tank TOT - op of tank I ........... Jamles A, Crewdson 611)27 h� �ROFESSOW .mom —AL LQ #112279 .I MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP191300 Work Type: SepticTank Upgrade Tax Code Number: 05058103000 Site Legal Address: NORTH SLOPE #2 BLK 6 LT 1 G:0703 Site Mailing Address: 30944 BEECHEY POINT CT, Eagle River Owner: GEORGE JOHN C & MARRILY J Design Engineer: CREWDSON ENGINEERING, LLC This permit is for the construction of: ❑ Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy Effective Date: Expiration Date Lot Size in Sq Ft: Total Bedrooms: �1'�1Ct1j Depaminetit 7/17/2019 7/16/2020 158440 ❑ Private Well ❑ Water Storage All construction shall 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 wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing L Received By: Date: / Issued By:A Date: f 7 /17 3 6P~ MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 050-581-03 Property owner(s) John & Marrily George Day phone 907-696-3199 Mailing address 30944 Beechey Point Ct, Eagle River, AK 99577 Site address same Legal description (Sub'd., Block & Lot) North Slope #2, Block 6, Lot 1 Legal description (Township, Range & Section) Lot Size 158,440 Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑ Initial ❑ Single Family (SF) El (`N/wo ADU) Septic Tank El Upgrade 0 Duplex ❑ (D) Holding Tank ElRenewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: a Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees:o� .Z `J^ Waiver Fees: Date of Payment: �(�i l/g Date of Payment: Receipt Number: (3 tem 14 Receipt Number: Permit No. as Pi 9f50 6 Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client FormsTermit Application.doc Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP191300, Rebecca Carroll, 07/17/19 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP191300, Rebecca Carroll, 07/17/19 P.O. BOX 6650 ANCHORAGE. ALASKA 99502~850 (907) 264-4111 DEPARTMENT OF HEALTH & HUMAN SERVICES Janua~7 10, 1986 TO: Permit Applicant Subject: Permit # 850380 Lot 1 Block 6 North Slope Subdivision A permit issued by this Department for an individual well and/or on-site sewer system has expired as of December 31, 1985. Permits are issued on a calendar year basis by authority' of Municipal Ordinance. A new permit must be obtained from this Department for any well and/Or on-site sewer system not in, tailed by the expiration date. If you have drilled the well, a well log needs to be sent to this Department for documentation of the installation and to close the permit. If a private engineer inspected the installation of the on-site sewer system the original as-built inspection report(three part form) must be sent to this office for review and approval,and for documentation. If there are any further questions, please call this office at 264-4720. Sincerely, Susan g. Oswalt Program Manager On-site Services SEO/1Jw eric: Copy of Permit MUNICI~-'ALITY OF ANCHORAGE AND ENVIRONMENTAL PROTECTION. DEPARTMENT OF HEALTH · 825 L STREET~ ANCHORAGE, AK 9~501 PERMIT NO: DATE ISSUED: 850580 07/02/85 APPLICANT: ADDRESS: CONTACT PHONE: LEGAL DESCRIP: LOT SIZE~ JOHN GEORGE 2402 EGLE DR. EAGLE RIVER~ AK ~9577 2&5-8478 · 8UBDIVISION:~'I~T~ 8LOF'E SECTION: 52 TOWNSHIP: 5.~A (SQ.FT. OR ACRES) LOT: 1 BLOCK: 14N RANGE: 1E I certify that: 1. I am familiar with the requirements For on-site sewers and wells as set forth by the Municipality of Anchorage (MOA) and the State of Alaska. 2. I will install the system in accordance with al'l MOA codes and regulations, and in compliance with the design criteria of this permit. 5. I will adhere to all MOA and State of Alaska requirements for the set back distances fr~m any.existing well~ wastewater disposal system er public sewerage system on this or any adjacent or nearby lot. SIGNED APPLICANT: ISSUED BY NAME t~ MUNICIPALITY OF ANCHORAGE /~'~ DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street- Anchorage· Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL DESCRIPTION LOCATION ~ DISTANCE TO: Manufacturer DISTANCE TO: Manufacturer DISTANCE TO: Absorption IF HOMEMADE' Inside length We,, Owe,,,ig I Well Foundation Lengt Totallength oflines No. of lines Material beneath tile Top of tiJe to finish grade Lan.th .~., W,d~h ~..Z.../ ~pth I /<~ Crib diameter Crib depth Type of crib DISTANCE TO: DISTANCE TO: Building foundation Sewer line PHONE I ~"~UUPEDWRA O E Material Width NO. OF BEDROOMS PERMIT NO. No, of compartments Liquid depth PERMIT NO. Material -- Liquid capacity in gallons Nearest lot line PERMIT NO. Distance between lines Trench width inches inches Total effective absorption area PERMIT NO, Total ef fecti',~ absorption area Nearest tot line ~:) /~__~ D~stance to lot line PERMIT NO. Absorption area(s) Septic tank OTHER PIPE MATERIALS SOl L TEST RATING INSTALLER Rev. 3/78) ~MUNICIPALITY OF ANCHORAGE ...;~,~.~ Department . Health and Environmenta~'?rotection 825 ~ Street, Anchorage, AK. ,~9501 -264-4720 Permit # ~ e # . HANDWRITTEN PERMIT ' # ' ,DWELL AND/OR ON-SITE SEWER PERMIT LocationLZ/ d ~ ,/~",3~//~f/~Pt' ~Phone Number: Descr~_~.__..., / x Legal Type of Soil Absorption System Is: Trench:. Drainfield: Maximum Number of Bedrooms:~ Lot Size: Seepage Bed: Holding Tank: Soil- Rating (sq. ft/br) The Required Size of the Soil AbsorPtion System Is: ' LENGTH . WIDTH The length dimension is the length(in feet) of the trench or drainfield. The depth of a trench or pit is the distance between the surface of the ground and the bottom of the excavation(in feet). There is no set width for trenches. The gravel depth is the minimum depth of gravel between the outfall pipe and the bottom of the excavation(in feet). . e REQUIRED SEPTIC(HOLDING) TANK SIZE =/"~'/u('~/ GALLONS 'Permit applicant has the responsibility to inform this department during the installation inspections of any wells adjacent to this property and the number of residences that the well will serve. "~ ~ TWO(2) INSPECTIONS ARE REQUIRED ~ ~ ~ Backfilling of any system without final inspection .and approval by this departmen will be subject to prosecution. Minimum distance between a well and any on-site sewage disposal system is 100 fee for a private well or 150 to 200 feet from a public well depending upon the type of public well. Minimum distance from a private well to a private sewer line is 25 feet and to a community sewer line is 75 feet. Well logs are required and must be returned to this department within 30 days of ~he well completion. Other requirements may apply. Specifications and construction diagrams are available to insure proper installation. * * * PERMIT EXPIRES DECEMBER 51, 1 9 8 3 * * * I certify that: (1) I am familiar with the requirements for on-site sewers and wells as set forJ~ by the Municipality of ;knchorage. (2) I wil~l/i~stall the/~ystem %n accordance with codes.. (3) I u~er/.tj~d t.ha/the on-site ~ewer system may requlre enlargement if tb~ r~.,~ce/~ remodeled to ~nclude more the/c 3 bedrooms. SigneR~7~~~ Issued by.- ~~ · /' .' ~/ Date. !, / swP/024 (1/si) £ .urdc[pali. Br 825 "L" STREET ANCItORAGE, ALASKA 99501 (907) 25~, 4111 January 4, 1982 John Person 2402 Eagle River Road Eagle River, 99577 Permit 9 Subject: A permit 810717 LOT lB B6 NORTII SLOP~ SUB issued by this department for a well and/or sewer system has expired as of December 31, 1981. Permits are issued on a calendar year basis, as stated on the permit, by authority of Municipal Ordinance. If you have drilled the well, a well log should be sent to this department to document the installation date. If an engineer inspected the installation of the on-site sewer system, please have them send us the as-builts for our files. If there are any further questions, please call this office at 264-4720. Sincerely, pL;;gNr~mB~:hnha~le~...- Sewer and Water Program Enclosure: Copy of Permit PERMIT NO. MUr-I I C~PAL I T'~' OF Ar~IC?ORAGE '~. DEPARTMENT OF HEALTH AND ENYIRONMENTAL PROTECTION 825 'L' STREET, ANCHORAGE, AK. 99501 264-4720 '%tOELL-RND ON--_~ITE SEHER PERMIT APPLICANT LOCATION LEGAL JOHN PERSON UNK 'LOT lB B6 NORTH SLOF~UB 2402 EAGLE RIVER ROAD LOT SIZE 87000 SQUARE FEET TYPE OF SOIL ABSORPTION SYSTEM IS: DRRINFIELD MAXIMUM NUMBER OF BEDROOMS SOIL RATING (SQ FT/BR)= 125 THE REQUIRED SI~E OF THE SOIL ABSORPTION SYSTEM IS: DEPTH= 4. 5 LE~-IGTH= 48 ~iRFIVEL DEPTH= 2. --'5 THE LENGTH DIMENSION IS THE LENGTH <IN FEET) OF THE TRENCH OR DRAINFIELD. THE DEPTH OF R TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE GROUND AND THE BOTTOM OF THE EXCAVATION <IN FEET). THE TREr~ICH I-IIDTH IE~: 5. ~-~00 FEET. THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE AND THE BOTTOM OF THE EXCAYRTION (IN FEET). REIZ-:!.LI I RED SEPT I ¢ TI::I I'~lt~ $ I 7---E= -1000 GRLLO~-I$ PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE INSTALLATION INSPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE NUMBER OF RESIDENCES THAT THE WELL WILL SERVE. THO ( 2 ," INSPECT I OD-iS Flee REQU I RED BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS DEPARTMENT WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCE BETWEEN A WELL RND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS 100 FEET FOR R PRIVATE WELL OR 150 TO 200 FEET FROM R PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL MINIMUM DISTANCE FROM R PRIVATE WELL TO R PRIVATE SEWER LINE IS 25 FEET AND TO R COMMUNITY SEWER LINE I~ 75 FEET. WELL LOGS ARE REQUIRED AND MUST BE RETURNED TO THE DEPARTMENT WITHIN 30 DAYS OF THE WELL COMPLETION. OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER INSTALLATION. PERM I T E×P I I CERTIFY THAT i: I AM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS AS SET FORTH BY THE MUNICIPALITY OF ANCHORAGE. 2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES. 3: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE RESIDENCE IS REMODELED TO INCLUDE MORE THAN 3 BEDROOMS. S I GNED: ............... RPPLI~Z~NT JOHN PERSON V4. 0 ~P'THr- 4. D Lrrr'~'OTH~-- 4E: I[]ir(Iq'-.-'EL [:'t~.PTH'= 2. -~ lie LEIx~TTil D)F1EI~_.IOt4 j.c. lie LEIIDTH SOILS LOG MUNICIPAJ,.IT,...~ F ANCHORAGE DEPARTMENT OF HEALTH AND ENVl RONMENTAL PROTECTION . r") PERCOLATION · TEST 825 L. Street, Anchorage, Alaska 99501 264-4720 I SOILS LOG -- PERCOLATION TEST PERFORMED POR:~~'O/J SITE PLAN LEGAL DESCRiPTION: ~" / ~ ~ ,, DATE PERPORMED= t' I0- 11 WAS GROUND WATER /~.~ Si_ ENCOUNTERED? O DEPTH? Reading Date Gross Net Depth to Net Time Time Watar Drop 13- 14- 15- 16- 17- 18- 19- 20- COMMENTS ~d~.,~ ~'~,j'~,. / PERFORMED BY: 72-008 (6/79) PERCOLATION RATE {minutes/inch) TEST RUN BETWEEN FT AND FT DATE: MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L* Street. Anchorage, Alaska 99,501 264-4720 SOILS LOG · I-I PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION:~~ 2 3 4 SOILS LOG -- PERCOLATION TEST OATE PER,ORMED= S~TE PLAN 6 , B ENCOUNTERED, _ 1:2 ~.~ IF YES. AT WHAT [ EP 14- Reading Date Gross Net Depth to Net Time Time Water Drop 15- 16- 20- 0 9 ~ ~t PERCOLATION RATE {minutes/inch) ~2-008 16/79)