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HomeMy WebLinkAboutSNOW LT 88B14 () t %-asp-33 41sobt Municipality of Anchorage Page I 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 Permit Number: �� z���1ti1'1 PID Number: FSM — a��- 13 Name: AIt�,OA Sl�o%i Wastewater System: ❑ New ❑ Upgrade ItrL Address: 'B-611 NU6i EST Ljil E ABSORPTION FIELD Phone: � 3- 27 `9 a :3LEGIALt7DESCRIPTION No. of Bedrooms: ❑ Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound ❑ Other Soil Rating: Total Depth from original grade: GPD/Sq. . Ft. Lot:Block: Subdivision: ^— 0Q Depth to pipe bottom from original grade: Gravel pth beneath pipe � Ft. Ft. Township: Range: Section: Fill added above original grade: Gravel length: Ft. Ft. WELL: C�I`New ❑ Upgrade Gravel width: Number of lines: Distance between lines: Ft Ft. Classification (Private, A,B,C): h: Cased To: Total absorption area: Pipe material: PK.► VA -r E Ft. t 00 Ft. SQ. Ft. Driller: : Static Water Level: Installer: Date installed: 4DateDrilled %�L fillJ is QR.IL4.bNGf %3 i0 Ft. Yield: Pump Set at:asing Height Above Ground:TANK 9 GPM 40 I 11 Ft. SEPARATION DISTANCES XSeptic ❑ Holding ❑ S.T.E.P. To Septic Absorption Lift Holding Public/Private Manufacturer: Capacity in gallons: From Tank Field Station Tank Sewer Lines 0 Material: t� is f_L' Number of Compartments: Z. Well Surface LIFT STATION Water Lot Size in gallons: Man rer: Line "Pump on" level at: "Pump off' leve High water alarm at: Foundation Curtain Pump Make & Model Electrical Inspections performed by: Drain BENCH MARK Remarks: Location and Description: �j Assumed Elevation: UiV;C:ipctt,lj d' i-%, iUnQllag Dept. Health & Human Services Inspections performed by: Dates: 1st ffi n is MII• - EB 2nd Department of Healthy nd Hun Services approval`s `_sgQ9®OVDgaXD Reviewed and approved by t'f�a /Date: 72-013 (Rev. 9/91) MOA 25 L 0 T 8 8 B N S N 0 W S U B D. GRAPHIC SCALE (SEE ATTACHED AS—BUILT FOR DIMENSIONS OF IMPROVEMENTS.) NEW 1000 GAL.11 4 STEEL SEPTIC TANK \-ADJACENT SEEPAGE 9 PIT C.O. ^o • O 01 \ 18' MON. \ TUBE \ MON. �S\ TUBE C.O. FLEXIBLE�^Q> DRAIN TILE J 4 $„ SEWER ROCK C.O. VISQUEEN MON.TUBE EXISTING GROUND \\\\\\\ \ \\\\\\\\\\\\\\\\\\\ \ SEPTIC TANK a og,aw[ya{�op 0 0 6' LONG ° ° °° ° o ° ao is agoao 8 0 80 0D o° oo° 4' WIDE °° 000 0�O a° °aroa aoo og` 0oa 4' HIGH yoc a ° 00000 X80 oB$ SYSTEM PROFILE (EXISTING) SCALE: 1"= 5.0' DHI CONSULTING ENGINEERS FIGURE 1 p C I SUI H CIVIL SURVEYING PLANNING LOT 88B SNOW BD. Telephone: (907)345-1385 Fa : (907)345-1388 TANK REPLACEMENT & 2820 DeArmoun Road • P.O. Box 111349, Anchorage, AK 99511-1349 W -O- 93081 COMP. FILE 081SEPTC s A E DATE 11/05/93 PLAN 1"=10' SEPTIC SYSTEM SKETCH : ■ L O�T 8 8 B gti�V' S N 0 W S U B D. �q N VFD q NOV 2 91993 11000 GAL STEEL TANK 0 01 ,"un c,Nu1:,y Ui Kiic. Dept. Flealth & Human O ADJACENT SEEPAGE PIT .0. o w M N. MON. TUB TUBE / TUBE FLEXIBLE 19� DRAIN TILE I 1. CLEANOUTS IMMEDIATELY AFTER TANK SHALL FACE EACHI OTHER TO ALLOW CLEANING IN BOTH DIRECTIONS. 2. TANK SHALL BE SET 5' FROM BOTH EXISTING HOUSE AND EXISTING ABSORPTION FIELD. 3, CONNECTIONS FROM NEW TANK TO EXISTING FIELDS SHALL BE INSPECTED BY DESIGN ENGINEER, PRIOR TO BACKFILLING. 4. TEE AT JUNCTION OF TWO FIELDS SHALL BE SET LEVEL TO EQUALLY DISTRIBUTE FLOW. DHI CONSULTING ENGINEERS FIGURE 2 H CIVIL 0 SMVMNG 0 PLANNING LOT 88B SNOW SUBD. Telephone: (907)345-1385 F= (907)345-1386 TANK REPLACEMENT & 2820 DeArmoun Road • P.O. Dox 11134, Anchorage, AH 99511-1349 SEPTIC SYSTEM STRETCH 11'.0. 93081 COMP. FILE 081 SEPTC PLAN 1 "=10' uAit 11/15/93 PAGE 1 OF 1 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT PERMIT NUMBER:SW930473 DESIGN ENGINEER:PHUKAN & SORENSON CONSULTING OWNER NAME:SNOW WILLIAM T & OWNER ADDRESS:3311 NUGGET LN ANCHORAGE, ALASKA 99516 PARCEL ID:01825133 LEGAL DESCRIPTION: SNOW LT 88B LOT SIZE: 53285 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONTRUCTION OF: '',SRPTIC TANK SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: DATE ISSUED:11/10/93 EXPIRATION DATE:11/10/94 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 343-4744 OR 343-4681 AFTER BUSINESS HOURS 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: 1. PROPERLY ABANDON OLD SEPTIC TANK AND BACKFILL AREA OF ITS INSTALLATION. 2. EXISTING ABSORPTION SYSTEM HAS BEEN DOCUMENTED AND TESTED BY %�✓� ENGINEER. '_ RECEIVED BY: DATE: ISSUED BY : DATE: L 0 T 8 8 B S N 0 W S U B D. (SEE ATTACHED AS—BUILT FOR DIMENSIONS OF IMPROVEMENTS.) NEW 1000 GAL. STEEL SEPTIC TAN K 0 N aev l GRAPHIC SCALE ADJACENT SEEPAGE PIT 77 TTU 18' �\MON.TUBE 4" .I FLEXIBLE .� DRAIN TILE m RECEIVED Cl o J OV 91993 Municipality of Anchor e 13•pt. Health & Human Sei 1. CLEANOUTS IMMEDIATELY AFTER TANK SHALL FACE EACH OTHER TO ALLOW CLEANING IN BOTH DIRECTIONS. 2. TANK SHALL BE SET 5' FROM BOTH EXISTING HOUSE AND EXISTING ABSORPTION FIELD. 3. CONNECTIONS FROM NEW TANK TO EXISTING FIELDS SHALL BE INSPECTED BY DESIGN ENGINEER, PRIOR TO BACKFILLING.1 4. TEE AT JUNCTION OF TWO FIELDS SHALL BE SET LEVEL TO EQUALLY DISTRIBUTE FLOW. DHI CONSULTING ENGINEERS FIGURE 1 H CIVIL SURVEYING PLANNING LOT 8 8 B SNOW S U B D. Telephone: (907)345-1385 Fax: (907)345-1388 TANK REPLACEMENT 2820 DeArmoun Road • P.D. Box 111349, Anchorage, AK 99511-1349 SEPTIC SYSTEM SKETCH W.O. 93081 COMP. FILE 081SEPTC SCALEN DATE 11 09 93 PI Ai"_�n' / / L 0 T 8 8 B S N 0 W S U B D. (SEE ATTACHED AS—BUILT FOR DIMENSIONS OF IMPROVEMENTS.) 440± GAL. CONCRETE SEPTIC TANK 5 J O 4' C. 0. DRAIN TILE N GRAPHIC SCALE ( IM FEET 1 t.= IN N. ADJACENT SEEPAGE PIT W SEWER ROCK /—VISQUEEN �FXISTING GRnNND 8„ MON. TUBE SYSTEM PROFILE (EXISTING) SCALE: 1"= 5.0' DHI CONSULTING ENGINEERS FIGURE 2 H CIVIL SURVEYING s PLANNING LOT 8 8 B SNOW S U B D. Telephone: (907)345-1385 Fa : (907)345-1386 2820 DeArmoun Road • P.O. Box 111349, Anchorage, AK 99511-1349 SEPTIC SYSTEM SKETCH W.O. 93081 COMP. FILE 081SEPTC SCALELAN 1"=10' DATE 11/05/93 P CONSULTING ENGINEERS Civil Surveying Planning November 5, 1993 W.O. 93081 Ms. Susan Oswalt Municipality of Anchorage Department of Health & Human Services Environmental Services Division P.O. Box 196650 Anchorage, Alaska 99519-6650 RE: Lot 88A Snow Subdivision Absorption Field Investigation Dear Ms. Oswalt, We have conducted an on-site investigation of the additional absorption field indicated by Mr. Snow during previous conversations. Mr. Bob Wright, P.E., of our office made an on-site inspection on November 4, 1993, to verify the dimensions and depth of this additional absorption area. Mr. Wright, noted that the ;V�additional pit area was approximately 10 feet in diameter by 4.5 feet deep with approximately 2.5 feet of cover over a plywood top which prevented fine grain soils from infiltrating the field. This absorption area is approximately square with rounded corners, and contains rock material from six inches to twelve inches in diameter. It is connected directly to the existing septic tank. The previously verified bed system provides 215 square feet of absorption area. In consideration of the data collected from the percolation test conducted by Mr. Carl Abrams of our office, we have given this soil a rating of 85 square feet per bedroom. This was the best rating available at the time the system was installed. Considering this soils rating, the Snows septic system would require an additional 55 square feet of absorption area. The wall area of the newly investigated absorption field presents approximately 141 square feet of absorption area, making it more than adequate for the three bedrooms existing in this home. PO Box 111349 Anchorage, Alaska 99511-1349 • (907) 345-1385/Fax 345-1386 Page: 2 Lot 88A Snow Subdivision November 5, 1993 During the excavation of the percolation test pit, water was encountered at 11.5 feet below the surface. It is unknown whether this is groundwater or septic system effluent. This water was monitored after 7 days and was found to be at 11 feet below the surface. This leaves 4 feet of separation between the bottom of the pit absorption area and the water level. The Snows have a new 1000 gallon steel septic tank on site and are ready to install it. If the above information meets your approval, we would like to give the Snows consent to install the new tank. Please contact us at your earliest convenience. f r v ) -,(� Thank you for your consideration of this matter, should you have any questions or require additional information please feel free to contact us at any time. Sincerely, DHI Consulting Engineers Robert W. Wright, P.E. Project Engineer RWW11fc cc: Mr. & Mrs. Bill Snow Dee High, DHI Carl Abrams, DHI Gail High, DHI D:\ W P51 \DM=1 bo5n.wp5 ` g 30$4 y "STATE OF ALASKA DEPARTMENT OF NATURAL RESOURCES DIVISION OF WATER WATER WELL RECORD LuliH I1vty vr-w�a.a. BORol1OH 311BOR/ISIDN LOT BLOCK SECTION QTRS SECTION TOWNSHIP ❑N RANGE ❑E MERIDIAN 5 ❑S ❑W LOCATION/SKETCH: WELL OWNER: Lu aLp S3 DEPTHS MEASURED FROiJI:❑casing top ❑ground surface WELL DEPTH: DATE OF COMPLETION Depth of hole: ft Depth of casing: /AO ft BOREHOLE DATA: Depth Material Type and Color From To �w DEPTH TO STATIC WATER LEVEL: 70 ❑ surface (� ft below top of casing ground Date: ry r f;Gc, !� METHOD OF DRILLING: 1B air rotary ❑ cable tool ❑ other Gi USE OF WELL: IST domestic ❑ irrigation ❑ monitor ❑ ❑ other ar.—f'J public supply C CASING STICK-UP: =ft. Diam: % — in. to/a7ft (rasing type: Win. to /OOft WELL INTAKE OPENING TYPE: A5 open end ❑ .screened S� �y. `t5 o ❑ perforated ❑ open hole a� Depths of openings: to ft < 7 SCREEN TYPE: Diam: in. Slot/Mesh Size: Length: ft GRAVEL PACK TYPE: Depth top: lhw Volume used: to GROUT TYPE: Volume: Depth: from ft to ft 1 ECE V DEVELOPMENT METHOD: �( N Duration: �v 2 9 j9 PUMPING LEVEL AND YIE : gpm �_ ft after hrs pumping AllunicH fly 01 Ai i, ®opt N fttt f•ftt"a iivraae PUMP INTAKE DEPTH: ft Horsepower: Ssr.t4-- WELL DISINFECTED UPON COMPLETION? RYES ❑ NO CONTRACtOR INFORMATI N. REMARKS: I/T % . /. >u caa wane / U PLEASE MAIL WHITE COPY OF LOG: DNR/DIVISION OF WATER uthorized Respresgntative Dale PO BOX 772116 EAGLE RIVER, AK 99577-2116. PAGE 1 OF 1 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WELL SYSTEM (UPGRADE) PERMIT PERMIT NUMBER:SW930336 DATE ISSUED: 9/02/93 DESIGN ENGINEER:DUMMY COMPANY EXPIRATION DATE: 9/02/94 OWNER NAME:SNOW WILLIAM T & OWNER ADDRESS:3311 NUGGET LN ANCHORAGE, AK 99516 PARCEL ID:01825133 LEGAL DESCRIPTION: SNOW LT 88B LOT SIZE: 53285 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONTRUCTION OF: WELL SYSTEM 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 (18AAC80). 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 OR 343-4681 AFTER BUSINESS HOURS 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: A RECEIVED BY: ISSUED BY: DATE: / Ly 16 DATE: 1 L i D int l c9� r 1 11V 5 4�7l LO ' yyM MUNICIPALITY OF ANCHORAGE ` • DEPARTMENT OF HEALTH & HUMAN SERVICES `Division of Environmental Services On -Site Services Section P.O. Box 196650 ` Anchorage, Alaska 99519-6650 343-4744' CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D.# 23 HAA# 0 0Cl) _zt31)C) 1. GENERAL INFORMATION Complete legal description L_oT 88 R Snlow .Su 6 Location (site address or directions) -3311 Nub Utz Property,Qwner.z 13tt-t_ W(�DA SNIOW Day phone 349-- 2--74)8 Mailing address 33t1 NU6tGCC�-r L.Anl�� ANC t,69, C_ ak �1951� Lending agency Day phone Mailing address Agent Day phone Address Unless otherwise requested, HAA will be held for pickup. 3 r C R E C L I V F D 2. NUMBER OF BEDROOMS: 3. TYPE OF WATER SUPPLY: NOV 2 9 1993 Individual well 1/ Municipal))y u) AnCnorayB Dept. Health & Human Servioae Community well Public water NOTE: If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. 4. TYPE OF WASTEWATER DISPOSAL: Individual on-site Holding tank Community on-site Public sewer NOTE: If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025 (Rev. 1/91) Front MOA 021 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I furtherverify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm Da`t C-D/JS0—CINk Phone Address P.O. 1"rN Engineer's signature 6. DHHS SIGNATURE Approved for '� bedrooms. Disapproved. Conditional approval for Additional Comments 34s -tags 1-/34,9 Date i/- /s - 93 bedrooms, with the following stipulations: alITIr The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending institutions in orderto satisfy certain federal and state requirements. Em ployees of DHHS do not conduct inspections or analyze data before a certificate is issued, The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 72-025 (Rev. 1/91) Back MOA 021 9 308 � Municipality of Anchorage Department of Health and Human Services HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: ILoT 8Y (3 S.1row Sub Parcel I.D. A. Well Data Well type 1oQj Vi ouaL- If A, B, or C, attach ADEC letter. ADEC water system number Log present (Y/N) Y CD Date completed -5-`) S 1) Driller DK(LLI /,A 1) Total depth I bD (2) Cased to I 0 (1) Casing height 2 (1) Sanitary seal (Y/N) ye S (D Wires properly protected (Y/N) Y eS O Date of test Static water level FROM WELL LOG 9-S-0t3a) -7D' CD AT INSPECTION 0 B?AJSO to&z. wCLI- c 70 s r -n Well flow g.p.m. f� g.p.m. r r" Pump levels 90 10, of a 40r7"0 M Tr- -::5 rn SEPARATION DISTANCES FROM WELL TO: :x @ CJ4 Septic/holding tank on lot 1 I ; On adjacent lots 2� " .ta 0 cu to Absorption field on lot 1061 On adjacent lots Public sewer main N /A. Public sewer manhole/cleanout N1A, Sewer service line 102, O Petroleumtank OwNEjf- Nar4k- WATER SAMPLE RESULTS: Coliform O 6) Nitrate Date of sample: 9-1 B. SEPTIC/HOLDING TANK DATA Date installed it 13-13 (D Tank size O. I(K) Other bacteria Collected by: Dyj(;�T ( t 1 t4 I G(" Compartments i 2- a) Cleanouts (Y/N) Y Foundation cleanout (Y/N) Depression (Y/N) High water alarm (Y/N) N /,4 Alarm tested (Y/N) ^��A Date of pumping N//- C6944�o nlICc,J Pumper NN1A, SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO: Well(s) on lot I, o?- i O On adjacent lots 2c>o' + 6) Foundation S � D To property line Sb` +� Absorption field 5 ` O Surface water/drainage b mE^suR-co /o&Se#eVCW D41 (--sULTrN6 72-026(3193)'Front fre-p,„` ok tiS FIL-cS © SCE A-rr^C Oco Water main/service line N b rJ/1� CONTINUED ON BACK PAGE C. LIFT STATION Date installed NSA _Manufacturer Size in gallons _—Manhole/Access (Y/N) Vent (Y/N) High water alarm level "Pump on" level at Meets MOA electrical codes (Y/N) "Pump off" Level at Cycles tested SEPARATION DISTANCE FROM LIFT STATION TO: Well on lot On adjacent lots Surface water D. ABSORPTION FIELD DATA Date installed (qb5 ® Soil rating (GPD/Ft') �' S System type gf�0 f If T- dpi PIT4.S' Pfr -7, P1 T- 10 Length t4.i9r &�-D Width Lo' Bio Gravel thickness 3.33 Gro O Total depth -7' SED(D Total absorption area Cleanout present (Y/N) Y D Depression over field (Y/N) N�(D Date of adequacy test 9-15-93) D Results (pass/fail) F,6 -SS (D for 3 Bedrooms Water level in absorption field before test t.ionlf- After test tvoNir- to Peroxide treatment (past 12 months) (Y/N) pwN E4- INoic,wr-co NDoC-O If yes, give date SEPARATION DISTANCE FROM ABSORPTION FIELD TO: Well on lot 106, 0 On adjacent lots i7 I c�)O I D Property line 82± D To building foundation 1-7 1 D 'To existing or abandoned system on lot O I i0 On adjacent lots >� Surface water '>7 t 50% U t Sri' D Curtain drain N1,6, E. ENGINEER'S CERTIFICATION I i:l NATURPL I jl Cutbank 16 l% 6L_U Water main/service line 4 S v Driveway, parking/vehicle storage area 20, 1 1 certify that / have checked, verified, or conformed to all MOA and HAA Signature Engineer's Name 7eligr��s in of pct o`n�he Qit ! of this inspection. Date /i - 15-73 D w EAs� / vRSEGVE/J Br D4I `r Kg- owaE_/L HAA Fee $ Inn, Kit _ Waiver Fee $ Date of Payment Q -1) �) _ Date of Payment Receipt Number �-)7 / a-aai Receipt Number. 72-026 (3/93)' Back CONSULTING ENGINEERS Civil Surveying Planning September 17, 1993 W.O. 93081 Municipality of Anchorage Department of Health & Human Services On -Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 RE: Health Authority Approval Lot 88B Snow Subdivision Dear Sirs: Our firm conducted a Health Authority Approval for the above indicated lot on September 15, 1993. Due to the age of this system, no information is on file with the Department of Health and Human Services. According to the owner, Mr. Bill Snow, the system was installed in 1964 or 1965, and was in place and operating when he purchased the home in 1969. Please see the attached sketch for a description of the system. Mr. Snow has just completed the drilling of anew well and the plumbing the -well to this home. The new well provides a minimum of 100 feet of separation between the.existing septic system and the well location. � hit (F During our Septic adequacy test, we applied water at a rate of 7.5 gallons per minute, and were able to measure no accumulation of fluid through either of the monitoring tubes. This lot is located at the end of Nugget Lane, and has no adjacent residences for several hundred feet in any direction. During our on-site investigation, we were able to examine the.concrete cylinder block septic tank and note that it had two points which were leaking septic fluid into the soil. We have advised Mr. Snow to purchase a sealing compound, and seal all leaks in the septic tank after pumping. PO Box 111349 Anchorage, Alaska 99511-1349 9 (907) 345-1385/Fax 345-1386 We also noted that a monitoring tube, separate from the systems distribution line did not exist, and advised Mr. Snow to install a perforated monitoring tube in the system. Both of these tasks have been completed at this time. We have included a catalog cut of "Hancor Heavy Duty Plus", flexible perforated tubing. Our examination of the exposed edge of the bed drainfield and tile indicate the material used in this system is very similar to this product. During the excavation process to trench a new water service line form the new well to the house, we were able to observe the soil type present on this lot. The soil was a fairly homogeneous well graded gravel to gravelly sand with cobbles to 12" present and comprising approximately 15% of the soil mass. We observed this same clean, free draining soil at the site of the existing septic tank and bed system. Our visual classification of this soil as GW/SW and the ready acceptance of water during the adequacy test leads us to believe this soil falls within the 1-5 min/inch soil absorption category. Per the existing sketch, this system contains approximately 215 S.F. In consideration of the soil conditions we were able to observe during the excavation for the well supply line, and the lack of accumulation of water in the bed during the septic test, we recommend that this system be approved for the three bedroom house it serves. Sincerely, DHI Consulting Engineers lla&xr dlla4o, Robert W. Wright, P.E. Project Engineer cc: Dee High, DHI Gail High, DHI D:\WP51\DIMI WM17S.wp5 HEAVY DUTY PLUS tubing is similar in strength to HEAVY DUTY tubing. The primary difference is the white exterior that reflects sunlight to keep the pipe cooler in storage prior to installation. HEAVY DUTY PLUS tubing is corrugated on the inside and outside. The black interior and white exterior are fused into a single wall during the extrusion process. Check with your Hancor Sales Representative for availability in your area. SUGGESTED APPLICATIONS Foundation drainage Downspout drainage Subdrainage Edge drains Culverts Agricultural drainage General subdrainage Golf course drainage CHECKLIST OF ITEMS TO CONSIDER WHEN PURCHASING THIS PRODUCT ✓ Fittings (see page 4) ✓ Extra couplers for fittings ✓ Geotextile wrap ✓ The need for perlorations Inside Outside Product Diameter Diameter Specification Style Code 31' 3,6" ASTM F405 Plain HX PL103 Perf HX PFI 03 Perf/Wrap RX PW103 4" 4.6" ASTM F405 Plain HX I'Ll 04 Perf HX PF104 Perf/Wrap HX PW104 5" 5.8" ASTM F405 Plain HX PL105 Perf HX PF105 Perf/Wrap HX PW105 6" 7.0" ASTM F405 Plain HX PL106 Perf HX PF106 Perf/Wrap HX PW106 8f' 9.9" ASTM F667 Plain HX PL108 Perf HX PF108 Perf/Wrap HX PW108 NOTE: This product has limited distribution. Check with your Hancor representative ror availability In your area. PAGE 3 S (99e • ,WELL .�TFiuc�u/2E5 — __.l3a \ M 141 r �35 4 Kiri ) 55, 7- 0 _ _._ c (Rr o� AV- /Ui haCafT�` / LANE &X 15 rl"(4 ,sr,gUCTO Ct �A rr6' S. !2's Lof (55,B 181ock S/SOW �5�ivisior� Anchoragd RAt;ordImg blsfrocfl Alaska 49."EE 9 3C)0 RECEIVED NOV 2 91993 flvrurlicjp&h;y of Anchorage Dept. Health & Human Services BI -M 107-105 LqT sunt- cERTIMcATION 1 hMehy eorllfy that Thad bwviy$d IM 000erl# the" DAA Aeeerlhed hlreehr aha that tm Ire# Wmohlf #11061e01he om are wllhlo the gree. wo Bn1160 Aa 0e1 mtlao at Meroeeh M aalaeeAl M606rt y eha 0e1 he Irepre"""14 oh ediddehl OreOMly •.MIM M ehereeeh M IM orHnleq M 40e611eA am that the" are old resa+rero, enol# IInN, at e11W elellls #d4#avjA1e oil Idld #roped# eea4#t oo hktedleA Mleetr, Scalebat /i / y �/ —,93 11 not. 7� F. B. No. -- U/ � err •.• 94 ,: � I leeereenle at reeerd Other lheh Ihea •Aeon eh d .• �. yl M# #fel or reeerd ere hof ehewh hereon "41111• 11q�rfSSIgNAt�46 ON otherwise •sled. 9r(l or Aluminum ccM ed monumonf monitored O Iron pipe and/or rebor r000vorod. tl 2 It 2 hub 6 onk raoovorild • B/8" it 36' rebar •ef thl• Purvey Prepared by: R. L. BUTrm ftlooredLaM &rl AW /90,P)?T9-6200 6/9 W. EiphhhAw, iQ11CIbwo A1400 90" Property of: ( ^ /�//IQm SnO w 1 WELL �r l� c u .30 . e � A A S 09'15-9149'E 6' �f�IJC L1 1. N 89°59"4c "W O7- 05 OF All- It Lot (55Z3, Block 40 ......... ........... 7/---K.,5"p, Snow SuL i visior�at R. L. e °° •. •. 92 Anchorage Recording District, Alaska EeeemenN of reoerd ether than those shown `F •.• ,.•'S0Q flys plot of r000rd ere net shown hereon unless 9F, •••.••••..•• a1 1,,\OF�SIONA OT SURVEY CERTIFICATION otherwise neled. - 1 hereby Wolf that thaee ewvsyed the weekly eharrn ehd deeorlb6d Brace or Aluminum capped monument recovered O Iron Alpe and/or rebar recovered. hersen, and that Mie Mip a"MOte situated thareen err► 01111110 the 11#60- arty lines el e end do eoverlap Of "01066h On ediaeenl properly and that 0 2 x 2 hub 6 tack recovered no tmprev~14 an adladehl property owrlep or ahereeeh so the ""Wile 0 5/8" x 30a rebar set this survey In dueetlon Mid that (hers ore no roadways, un"llp IMa, at ether vlolble sasenlsnls se said prepwty ssaiipf at lndtealsd hereon. ScaleDate ri / — �T�✓ �9 `9 PrepY ared b R. L. BUTTON Rap/alorlydLond SuivOW Aye. AneAorooA/dbAa9AW ICJ (907)279-6200 519W.£ieft Ref. �r13 t F. B. No. 41-37 Property of: � n /%///am S%70 w S� ko S-`iSi3 MUNICIPALITY OF ANCHORAGE M E M O R A N D U M DATE: January 7.1, 1994 TO: Department of Economic Development and Planning Zoning and Platting FROM: John Smith, P. E., Program Manager, On-site Services Department of Health and Human Services Jw c"'ti-+- SUBJECT: Request for Comments on Zoning Variance/Appeal/ Change of Use Cases January 17, 1994 The Environmental Services Division, On-site Services Section, of the Department of Health an Human Services has reviewed the following cases and has these comments: 94-031: A request for variance to allow an existing duplex to encroach into the required 5' side yard setback (AMC 21.40.045.6.2) No comment. 94-032: A request for variance to (.1) allow an existing attached garage, deck and window to encroach into the required 25' secondary front yard setback (AMC 21.45.120.B); (2) allow an attached garage to encroach into the required 25' side yard setback (AMC 21.40.080.G.2) and (3) allow an existing shed to encroach into the required 25' side yard setback (AMC 21..40.080.G.2). The existing well and on-site wastewater disposal system are unpermitted and have not been approved by DHHS. Prior to approval of the requested variance, we request that the applicant take necessary action to being these unapproved systems into compliance with on-site water and wastewater disposal regulations. 94-033: A request for variance to allow an existing house, sheds, and kennel to encroach into both required 5' side yard setbacks (AMC 21.40.030.G.2). No comment. 94-034: A request for variance to allow less than the required 10' separation between an existing house and shed. No objection. 94-035: An appeal of decision of an administrative official to an enforcement order to remove a sign not allowed in the B-3 zone. No comment. 94-036: A request for variance to (1) allow an existing carport to encroach into the required 20' front yard setback (AMC 21.40.030.6.2) and (2) allow existing carport and attached garaged to encroach into the required 5' side yard setback. No comment. RETURN COMMENTS TO: DEPARTMENT OF COMMUNITY PLANNING AND DEVELOPMENT Zoning and Platti P.O. Box 196650 Anchorage, Alaska 99519-6650 Phone 343-4215 Case No. 94-032 A request for variance: A variance to 1) allow an existing attached garage, deck & window to encroach into the required 251 secondary front yard setback (AMC 21.45.120.B); 2) allow an attached garage to encroach into the required 251 side yard setback (AMC 21.40.080.G.2) & 3) allow an existing shed to encroach into the required 25' side yard setback (AMC 21.40.080.G.2). Snow Subdivision, Lot 88B, generally located to the north of Nugget Lane and to the west of Snowshoe Lane. CURRENT ZONE: R-6 Suburban residential district --------------------------------------------------- COMMENTS AND MEETING SCHEDULE: Zoning Board of Examiners & Appeals Public hearing Meeting Date: February 10, 1994 Agency Comments Due: Jan 17, 94 Council Comments Due: Jan 31, 94 ------------------------------------------------------------------- DISTRIBUTION: STANDARD DI13TRIBUTION Rabbit Creek Community Council ***************************************** * ZONING BOARD OF EXAMINERS & APPEALS * * Assembly Hall, Z. J. Loussac Library * * 3600 Denali Street, Anchorage, Alaska * * February 10, 1994 7:30 p.m. ***************************************** 3 jT 12 11 10 9 8 6 5 30 ]B"I I!iA 17 18 19 20 21 22 ,zae,',sB 24 25 26 27 28 ly A C 45 48 DICY Cir 46 3 , "' 42 41 40 38 N• ` C E '4q 39A 396 [ A B Q SA ;Ivtk - 51 52 53 54 55 56 57 SBA 586 59— 144 th 4 111 i. 'a'. A • 0 .i /g 79 78 77 42 7 •'� T0� 69 jff8j4A F 86��.i 81 8 85 .,•.�i;"(.1�; 87 d9 90 91 A o ACA c D t n e _ 107 106 112 III II �A 1-• I \� •i'• „'2;+ 04 103 102 101 IrDA IiOB - R-6 r" o \ 1113 14 5 e6116 ; 117 118 1 T¢C� 121 122 123 124 i TR... 3 u ,� s I. H7 142 141 140 139 136 137 136 1 •\'''`2 134 \47 1468 149 7150(.152 153 1541 155 156 157 1480 175-- \ 174 I 173 2 1 T 1 170 169 168 167 166 .-, 3 i I — 178-,=, I %;.• 183 184 185 186 167 RABBIT CRE IO3c i 204 20 F/p 20 I208 210 til vy / 4oil 201 200 199 198 196 19, `� A 211 212 213 l 214 i 5c 2:6 Q B — RA Ave: a 234233 232 Ln y 3... 23 B` 238 239 40 a I Municipality of Anchorage Department of Economic Development and Planning • P.O. Box 196650 Anchorage, Alaska 99519-6650 ZONING VARIANCE `y`` ' r, o. OFFICE USP ;' REC'D By: Verify Own: <- Poster and AffQdevifra' E � A. Please fill in the information requested below. Print one letter or number per block. Please use black ink pen. 1. ICCaIa��s/�e//Number (IjjFKNOWN) L�G1I 2. Petitioning for CTAT= or M L'. w 3. Abbreviated legal description (r12N R2W SEC 2 LOT 45 OR SHORT SUB BLK 3 LOT 34). Full legal on back page. �FoS CUA Su Di Vis; l I E EEII 4. Petitioner's Name (Last — First) d Gc =41' 1,4 H J i D ft Address: �ltisi9ed_ Phone No.: lyC�— Stat Zi 5. Petitioner's RepresentativeContact Person I LiAddress:�/�3 E Jt City:G? —_State: Phone No.: 'aa -4 i y o Zip:. 6. Current Zoning =ED 9. Hearing Date B2/ YYMMDD 13. Fee $ 7. Petition Area Acreage =7' R 10. Principal Tax Number o/ ;? /33 UIndc- P, Dee - 8. Grid Number 3v3 11. No. Parcels ❑1� 14. Community CouncilRahLi_ L' ee B. I herby certify that (I am) (I have been authorized to act for) the owner of the property described above and that I desire a variance in conformance with Chapter 21 of the Anchorage Municipal Code of Ordinances. I understand that payment of the basic variance fee is nonrefundable and is to cover the costs associated with processing this application, that it does not assure approval of the variance. I further understand that assigned hearing dates are tentative and may have to be postponed by Planning Staff or the Zoning Board of Examiners and Appeals due to administrative reasons. l Date:, — S� `� Signatur:l:`� Agents must pravlde ritten proof or riulhorizetlan. 20-032 (Rev. 72/90) MOA 25 PAGE i C. Additional documentation submitted: 1. As -built or proposed site plan to scale 2. Building floor plans to scale _3. Building elevations 4. Photographs _--5. Topography map of site __.-6. Building Permit —7. Other items rr D. Date discovered variance needed ���11/ / 9� E. Code citations involved: AMC 21. !0 0 $D AMC 21.�`N eg 80.�• 2^ AMC 21, G/(G 0$0 . G 3 AMC 21. --. —�.-- AMC 21. --. AMC 21. --. --. F. The existing situation is G. Granting this variance would permit .rt".: H. Please indicate below to the best of your knowledge if any of these events have occurred in the last three years on the property. Rezoning Case Number ---- Subdivision Case Number _ --- Conditional Use Case Number _ _ Zoning Variance Case Number _ ___Enforcement Action for -- -- -Building/Land Use permit for — l. Full legal description for legal advertisement (use separate sheet if necessary). 2G -032(R" 12/20) MOA 14 PAGE 2 The Zoning Board of Examiners and Appeals may only grant a variance if the Board finds all of the following six (6) conditions are met. Each condition must have a response in as much detail as it takes to meet the condition. Please use additional paper if there is not enough room here for your response. The applicant hereby alleges that: 1. Special conditions exist which are peculiar to this land, structure, or building involved Iwewhich are not applicable to other land, buildings or structure in the same district. These special conditions are: Ori ni nal F'PHcral land Pnfent:" r1i r9 not fnI,1 nn1 }he nni-11rA1 land contours so uneven elevations of usable property made building areas smaller. This lot is one of these. onlv _one-third of the lot could be used causing the log home t be lace on the we third the lot v t t ag 7_. Strict interpretation oThe provisions oltthe Loningolydinanca wouPd dedpritV9W4 yp�lrclit o�'rights commonly enjoyed by other properties in the same district under the terms of the ordinance. These rights are: the right to use their garage for or _tection of nroperty from the __g_o1d ZJ askan winters, a saf,. warm environmp_nt 3. The listed special conditions and circumstances do not result from the actions of the applicant and such conditions and circumstances do not merely constitute a pecuniary (monetary) hardship or inconvenience in that: 'Ph P nnevP�_1 and P1PvaYi.Qn di �r,rPc3 tha area __ 4. Granting the variance would be in harmony with objectives of the Zoning Ordinance and not injurious to the neighborhood or otherwise detrimental to public welfare for the following reasons: Zoning ordinance objectives are not to de -value property by restricting reasonable use of it. This log building's harmonious annearance with its secluded, wooded setting would not heincurious to neighborhood or public. ti. Granting the variance will not permit a use that is not otherwise permitted in the district in which the property lies in that: VsIriancg use is permitted when warranted. 6. The variance granted is the minimum variance that will make possible a reasonable use of the land, building or structure in that: T heuT-wa I 1 ed ga,rage would 'nave to be removed i f the var-ianc_ is not granted. No other location a vai 1 ahl e, nr.L thj_s 1 at for a garage 20092 Rev. 12/90) MOA 14 PAGE 3 LOT3� S 69055'49 "E .WELL EX/ST/299.99' c� NG U i— — STRUCTURES rn � l�f EM35" n°ao�l HouSE F _ r r] _wED Q /j rel . m.$. fi'S I�YIII ( 28 o Ex/ST/NG of q (� ST,QUCTURE v W as —T. �• p•. �— PP Z • SCK O U IV, n/E -- - - - - N 69°59'42"w LOT /05 Lot C �5B 61aak , ° °= M�m�& S/ /OW 5`I 1 V /`J /O/ / I R. L. 8 on ; �� Anchorage Recording District, Alaska Easements or record other than those shown on 9B s'F °• `a yf92 the plat of record are not shown hereon unites d 9F�''••°.°111,,,.° otherwise noted. 10 nN A��'�a•® LOT SURVEY CERTIFICATION LEGEND <\nROFESSIotlP". I hereby certify that I have surveyed the property shown and described 0 Brass or Aluminum capped monument recovered hereon, and that the Improvements situated thereon ars within the prop• 0 Iron pipe and/or rebar recovered. erty lines and do not overlap or encroach on adjacent property and that 0 2 x 2 hub 5 tack recovered no Improvements on adjacent property overlap or snoroaah on the promises • 5/8" x 30" rebar set this survey In question and that there ars no roadways, utility lines, or other visible easements on said property except as Indicated hereon. Scale / r Date Prepared by: R. L. BUTTON /' QQ l7egisleredlandSurv�yor 0 � �IU ✓3 ( om,,9-6200 5/9 W. EighfhAve. Anchaoge A/abka9550! Ret �nj/ F. B. No.4/_37 Property of: p /%///QM �� �0 w 2 LOT (55A S 8905949"E WCZLL299.99' EX/ST/ G W -- -- ST,Ru TURFS .p C3= Vill M WOZK 4l o kit ShoP GREEhI- , _ u HouSE TO 0- _I 28 F-KIST/NG 22 ai o. STRUCTURE N o— h rep L!\IvE %50. 0/' IV d9°�59'C nor /0 5 Lot Cs3B Block 400 S/ �O v V f Lam/ � V I S/LJ� R. L. Bu on Anchorage Recording District, Alaska Easamonts of record other than thea shown on j t5, •, . ' 0,� the plat of rsoord art not shown hereon unless tp ° .......otherwise p _ LOT SURVEY CERTIFICATION LEGENpnar•d `��e\w�c�aq�,. I Woby certify that I have surveyed the proWfy ohwn and decor@ed 0 Grate or Aluminum capped monument recovered hereon, and that the Improweullts situated thereon ore within the Drop. o Iron pipe and/or rebar recovered. arty Met and do not overlap or encroaoh on adjacent proporfy and that ❑ 2 x 2 hub E tack recovered no mrorovements on adjacent property overlap or encroach on the promises • 5/9° x 30° rebar set this survey In quatlon and that there ars no roadways, utility lines, or other visible easements on said property except as Indicated hereon. ' Scale Date Prepared by: R. L. BUTTON 0e91s/ered Land Surveyor l �✓ �CJ –33 (9071279-6200 5/9 W. EighfhAve. Ancborop Alinhw9A901 Ref. �n ,� F B. No. /_�� Property of: I p 1111/ 7-7 5n O w iF: Nil Mal. iF: Nil 5 89'59.49- F 329.91- - 0 U � � " O m o � N n 11 m m S 89'59'49" E 299.99' w e N '� IJ O o: to q N n A= 42.96 S.F. o 0 v 1 0 � 50.00' 280.01' AFFIDAVIT OF YOTICE POSTING CASE NUMBER ''7 3 Z I. BY ANCHORAGE MUNICIPAL CODE PETITIONED FOR NOTICE WAS POSTED ON �ZJ� THE PUBLIC HEARING ON THIS 1 l o C -L-/ HEREBY NOTICE OF PUBLIC HEARING AS PRESCRIBED .15-005 ON THE PROPERTY THAT I HAVE d' 41 < THE WHICH IS AT LEAST H DAYS PRIOR TO ITION. LEGAL DESCRIPTION: LOT ' df Iq BLOCK 1 SUBDIVISION SIGNANA TURE lz G �3 ATE SIGNED MUNICIPALITY OF ANCHORAGE M E M O R A N D U M DATE: January 4, 1994 TO: Department of Economic Development and Planning Zoning and Platting FROM: John Smith, P. E., Program Manager, On-site Services Department of Health and Human Services_ wC�vvnl SUBJECT: Request for Comments on Subdivision(s) January 6, 1994 The Environmental Services Division, On-site Services Section, of the Department of Health an Human Services has reviewed the following cases and has these comments: S-9512: Lot 2A South Overlake Subdivision No objection. S-9513: Lot 88A Snow Subdivision DHHS has not received any documentation to support that proposed Lot 88A can be developed using on-site water and wastewater disposal system. The existing on-site well and wastewater disposal system serving proposed Lot 88B have not been documented and are not approved by DHHS. S-9514: Lots E -3A, E -3B, E -3C Campbell Creek Commercial Park No objection. S-9515: Lot 5A Blcok 2 Dimond Industrial Subdivision No objection. JS/ljm VACATION OF RIGHT-OF-WAY OR EASEMENT APPLICATION 0 Municipality of Anchorage DEPARTMENT OF COMMUNITY PLANNING & DEVELOPMENT P.O. Box 196650 Anchorage, Alaska 99519-6650 A. Please fill in the information requested below. Print one letter or number per block. 0. Case Number (IF KNOWNI Street Address mompamm 1100 1. Vacation Code ❑ ,\\\ 2. Abbreviated Description of Vacation (EAST 200 FEET SOME STREET). 3. RECD BY: VERIFY OWN: AFFIDAVIT: POSTING: JI q 6121) Tax I.D. Number Existing Abbreviated legal description (T12NR2W SEC 2 LOT 45 OR jSHORT SUB BLK 3 LOT 34). A M E I ITI IJ I I—I I 1 I I��� I 4. Petitioner's Name (Last - First). 5. Petitioner's Representative. Address: 3311 Nugget Lane City: Anchorage _ State: AK ZipCode:99516-3939 Phone N0.345-2798 City: 9 Zip Code: Phone No, State: 6. Petition Area Acreage. 7. Proposed Number Lots. 8. Existing Number Lots. 9. Written Justification. =1 177 4 -HIE =FT7 10. Grid Number. 11. Zone. D6 12. Fee $ 500.00 13. Community Council Rabbit Creek B. I hereby certify that (I am) (I have been authorized to act for) the owner of [he property described above and that I desire to vacat6 it in conformance with Chapter 21 of the Anchorage Municipal Code of Ordinances. I understand that payment of the basic vacation fee is nonrefundable and is to cover :rte costs associated with processing [his application, that it does not assure approval of the vacation. I also understand that additional fees may be assessed if the Municipantys cost to process this application exceed the basic fee. I further understand that assigned hearing dates are tentative and may rave to be postponed by Planning Staff. Platting Board. Planning Commission, the Assembly due to administrative reasons. Date:----y�� �. re R" = ao a,on; 'Agents must provide written proof or authorization. C. Please check or fill in the following: 1. Comprehensive Plan - Land Use Classification % Residential 7 Commercial 7 Parks/Open Space 7 Transportation Related 2, Comprehensive Plan - Land Use Intensity: 7 Special Study 3. Environmental Factors (if any): a. Wetland .O 1. Developable O 2. Conservation O 3. Preservation O 7 Marginal Land 7 Commercial/Industrial 7 Public Lands/Institutions 7 Alpine/Slope Affected 7 Industrial 7 Special Study Dwelling Units per Acre: Less THAN ONE 7 Alpine/Slope Affected b. Avalanche O c. Floodplain O d. Seismic Zone (Harding/Lawson) O D. Please indicate below if any of these events have occurred in the last five years on the property. 7 Rezoning Case Number: 7 Subdivision Case Number: 7 Conditional Use Case Number: 7 Zoning Variance Case Number: 7 Enforcement Action For 7 Building/Land Use Permit For E. Legal Description for Advertising. F. Attached written statement in accordance with AMC 21.15.130.B. stating reasons in support of the vacation. G. Checklist 2 30 Copies of the Vacation Request 2 Reduced Copy of Vacation (8 1/2 x 11) 7 Certificate of Plat 7 Fee 7 Topo Map 4 Copies 7 Soils Report 4 Copies 7 Aerial Photo 7 Housing Stock Map 7 Zoning Map 7 Water: -1 Private Wells 7 Sewer: 7 Private Septic _. _e.. 392, 9a, Waiver 7 Community Well 7 Public Utility 7 Community Systems 7 Public Utility IUNICIPALITY OF ANCHORAGE Department -6f Health & Environmental`rrotection Environmental Health Division Case Review Worksheet Case Number Date Received Comments Due By S-6523 September 21 1982 September 22, 1982 Subdivision or Project Title: Lots 88A, 88B Snow Subdivision (`) Public.water available 61(1' Public sewer available ( ) Community water available Comments: 1 SOILS LOG n MUNICIPALITY OF ANCHORAGE MUNICIPALITY OF ANCHORAGE {],Ti u I! DEPARTMENT OF HEALTH AND ENVIRONMENTAL PRC�I QiTI:QjV;F;PERCOLATION A,�O E1TE6T.•� 825 L. Street, Anchorage, Alaska 99501 264-4720 S3 P r ' ` ► j� ��ul,� �+��ILS LOG — PERCOLATION TEST ��i PERFORMED FOR: tTx'Tt '* S Ao.� DATE ELME . " EV— 2 LEGAL DESCRIPTION:_ t_Ct C E TH E��) 0L. 1 2 3 a 4 6 b. 5 0 0 6 7 0 8 EQ" c 9 10 11 12 13 14 15 16 17 18 19- 20- IH L (sip c ra.Je� :i�n•�� Fry..Y cj] Stvv� COMMENTS \1 :S -j«1\\ PERFORMED BY: 13e,Ie 72-008 (6/79) 4 SLOPE WAS GROUND WATER S ENCOUNTERED? )10 L 0 P IF YES, AT WHAT E DEPTH? SITE PLAN Reading Date Gross Time Net Time 1 Depth to Water Net Drop PERCOLATION RATE TEST RUN BETWEEN CERTIFIED BY: —(minutes/inch) FT AND FT �r��"ic SOILS LOG . F J —� MUNICIPALITY OF ANCHORAGE M ❑ PERCOLATION ;o.., DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION TEST 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG — PERCOLATION TEST f 1`� S4��tJO C,J 11,, l�-- �11� � DATE PERFORMED: F) PERFORMED FOR: SYIC�'L+ LEGAL DESCRIPTION: uc t 88 ,Sec 33 1 k2- N R3 W SLOPE SITE PLAN D E T t --T- Fi T (F Efi Z7 �-� riL O ia.'L�C So:� I I I I I �' - sett 2 5;1 3 4 -o 5 d `.D x,17 yraJel`Snhci d- 6 g 7 ° 8 9 10 I 111_ 11 12 13 14 15 16 17 18 19 20 COMMENTS V�SJa� WAS GROUND WATER S eL ENCOUNTERED? O P E IF YES, AT WHAT C{ DEPTH? 1 Reading Date Gross Time Net Time Depth to Water Net Drop PERCOLATION RATE TEST RUN BETWEEN PERFORMED BY: V\C- 1-n. `W'1E CERTIFIED BY: 72-008 (6/79) (minutes/inch) FT AND FT 1/7 _ _ .l / . DATE:-,( ) �! 7 - - g, 5-k, w n �d gB £f0 D.: m0 wn° m. n f18 4 CX pr •x -'/i �� � � O o � �.. � w dcI CGI, \� H N O 659.99' oro. (659.' 4m (N00°0815W� 1319 O C �cc�o' �m mr aro Z TM �vn -10, mM>' N Dmmo ,-<O 0�. U h`{ RO D rmO m. �CNmO O.Iw v� n z�A.oo>z zN. 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