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Home My WebLink AboutHOMAN ACRES LT 1Homan Acres Lot 1 #015-271-52 Municipality of Anchorage • .. Development Services Department It Building Safety Division On -Site Water & Wastewater Program, 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 3437904 Page 1 of 3 On -Site Wastewater Disposal System and/or Well Inspection Report �1 Permit Number.-'%Lznq CAtz PID Number. Name: LESTER AND LAURA BONNER Wastewater System: ❑ New ■ Upgrade Address: 3101 EAST 112" a ANCHORAGE, AK. 99516 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 349-1183 3 D Daap Trench ■ Shallow Trench Deed D Mound O ether LEGAL DESCRIPTION �" "°'"` 1 2 TWd o.pn rem 010 MAX MIS, n. n. Block: Lot: Subdivision: — 1 HOMAN ACRES own to pa eWl" ham "inW goer Gro* dWh W.0 eloo: SEE DWG. n. 3.0 rL Township: — Range: Section; la eeeed aeo.e "l w Vaft. Gael knget: — — SEE DWG. n. 53 FL WELL: ❑ New ❑ Upgrade arpsl wee MWnMr of ww ablance seteewr error 5 n. 1 _ T< CbwAieoti0n FYwle. Ae.c): ToIW coved 1wastw000 Told eMwoaon par Vqo Ineterlon \r1C' n n. stone Mal; Leval: 457+ so. Mt~ n D 3034/ F-810 Dote Y,otWW: OrtMor: vote Orwrd: GEG, Ltd. 10/15/2004 R Yhle: poral .Set AL cas"9 NWgM Alw,e aroontt: ave R FL TANK SEPARATION DISTANCES ■Septic 0Holding 0S.T.E.P. 0Other To rrom Septic Tank Absorption Field Uft station Holding Tank ie/Prhate Sew; ts,.. Yp1N1IOCl'"'r ANCHORAGE TANK c' ity 90l 1000 Well too'+ too'+ — — 25'+ Na«w STEEL annrnw:Well 2 Surface water 100'+ too'+ — — — LIFT STATION Lot Line 5'+ to'+ — — _ s'r' In 9p Naaal«lp..: Foundation 5'+ 10'+ — — — en Y w,o of eH of N'ph Mar Warm W: Curtain Drain NONE KNOWN e Yo°a : ErWrka kwpoclb Wormed or. Remarks: BENCH MARK OLD SEPTIC TANK WAS ABANDONED PER UPC. BOTTOM OF GARAGE MAN DOOR ON NORTH SIDE. Aoeunwd EM.olen 100.00 st ENWNEE" SEAL Cr`.sr-�0 Inspections performed by: GEG, Ltd. Dates: 1st 10/15/200a *�', 2nd 10/15/2004 0 3rdof G rness. O Development ervices Department Approval E— 3 �p44o Reviewed and approved by Date: 1L/ f� Profesg,ano6cov 0400000 PERMIT NUMBER: AS -BUILT DRAWING 100' WELL RADIUS I � I I I � DBL1 29.96 14.52 DBL2 30.30 15.56 Sit 38.91 31.38 ST2 42.86 37.18 DBL3 44.52 39.90 DBL4 45.39 41.00 COI 116.22 97.93 VT 118.10 99.96 CO2 136.49 130.67 MT2 138.85 132.84 J I NEW DRAINFIELD CSIEPTIC AR S�D I OLD SEPTIC SYSTEM -�iTM/l+ I(COMPLETELY ABANDONED) 0 PARCEL ID ^"I I I I Imo\ ) I BL4 I I I I I BL3 I I I \ r/ -EXISTING SHOP DBLI Joo �y / I I I I I I Exh WELL �f I I I I W RI I I -- ---� L----- ----- I -- --- _ . DATE: --T 10/26/2004 0 F 0 P � F D DRAWN BY: ,( 0...V4O R.A.L. 0 GARNESS ENGINEERING GROUP, Ltd. Ste: a�C/)'*4 yp . CONSULTANTS i GENERAL CONTRACTORS „ _ e , 0 !*,:, ,,, , • . • • • •. '• 0 0 5701 F TMO ROM, SURF 101 • ANCHMAGF. A5 90507 • FHONF (007)JA-6VV • FA%(00))]}9.:46 1 = 50 0 • • • D PREPARED FOR: PHONE NUMBER: PAGE NUMBER: Q Q LESTER AND LAURA DONNER (907) 344-7488 2 OF 3 et .. ss - LEGAL. DESCRIPTION: y, 79 3 HAMMAN ACRES SUBDIVISION; LOT 1, n TYPE OF WORK: O�LL 4eV PFo le Qny V�o(�0 AS -BUILT FOR NEW SEPTIC SYSTEM �040000��Q I PERMIT NUMBER: ' i ne 17 _� AS -BUILT DRAWING PARCEL ID NUMBER: TOP OF TANK AT INLET . 95.19 INVERT OF BUNG AT INLET - 94.63 STI ORIGINAL GRADE 99.80 O HIGHEST POINT n La NEW 1000 GALLON SEPTIC TANK —�--GROUNE ELEVATION SOF T LL; --RELATIVE IN TEST HOLE O 84.10 RELATIVE ELEVATION OF BOTTOM OF TEST HOLE O 83.50 GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS& GENERAL CONTRACTORS 3701 F. TUDOR ROAD. SURF 101 • AN[HORAGF. AK 00507 • M F (007)337-0170 • FAX (007)338d7A8 PREPARED FOR: PHONE NUMBER: LESTER AND LAURA BONNER (907) 344-7488 LEGAL DESCRIPTION: HOMAN ACRES SUBDIVISION; LOT 1. TWE OF WORK: PROFILE AS—BUILT OF SEPTIC SYSTEM UPGRADE ST2 1NAL GRADE 99.14 100.11 FABRIC N—INVERT OF PIPE 93.27(AVG.) BOTTOM OF TRENCH - 90.30(AVG.) 10/26/20 AWN BY: R.A.L. kLE: 1"=40' ;E NUMBER: 3OF3 TOP OF TANK AT OUTLET - 95.20 VERT OF BUNG AT OUTLET - 94.38 MUNICIPALITY OF ANCHORAGE �G Development Services Department On -Site Water& Wastewater Program 101t5�� 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Nov 01, 2004 Expiration Date: Nov 01, 2005 Permit Number: SW040465 Parcel ID: 015-271-52 Legal Description: ,HOMAN ACRES LT 1 Design Engineer: 0855 Gamess Engineering Group, LTD Site Address: 003101 112TH AVE E Owner Name: LESTER & LAURA BONNER Lot Size: 49950 SO. FT. Owner Address: 3101 E 112TH AVE Total Bedrooms: 3 Permit Bedrooms: 3 ANCHORAGE. AK 99516-1425 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 specked 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 DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 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 - Date: Municipality of Anchorage • Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us cCIS (907) 343-7904 b (t 61 OLA ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. W - 5' 1 Permit Number j e;-VrJ Property owner(s) LFSTF7R & LAURA BONNER Day phone 240-8430 Mailing address (1) 3101 EAST 112th AVENUE ► ANCHORAGE. AK Mailing address (2) Zip Code 99516 Legal description (Lot, Block & SuVd.) LOT 1: HOMAN ACRES SUBDIVISION Legal description (Section, Township & Range), Lot Size 4: 41 5b Acre Sq.Ft. THIS APPLICATION IS FOR: Number of Bedrooms 3 Sewer Only 0 Well Only ❑ Sewer and Well ❑ Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP, Ltd. _ �//S.Od S•�1Qt.�ts htuLa. ��r(��( Permit Fees: ��l�J Waiver Fees - Date of Payment: ffbrlo { Receipt Number. t!ht)a 04— Date Date of Payment: Receipt Number. GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS June 13, 2004 Municipality of Anchorage Development Service Department Building Safety Division On -Site Water & Wastewater Program P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Proposed Septic System upgrade for Homan Acres Subdivision, Lot 1 To whom it may concern: The existing 3 -bedroom house is served by a private well and septic system. The septic system is failed and must be replaced. A test hole was excavated on the property. The drainfield will be designed around the 30 -foot radius of this test hole. We are proposing that a new 1000 -gallon septic tank and a deep trench type drainfield be installed. Comments regarding the design are summarized as follows: 1. SOILS: See the attached log, which shows the soil classifications, groundwater monitoring, and the percolation test results. It is our opinion that due to the overall appearance of the soils, an application rate of 1.0 gallons/day/R2 should be used. 2. TRENCH DESIGN: a. Percolation Rate: 2.9 minutes/inch b. Proposed Application Rate: 1.0 gallons/day/ft2 c. Number of Bedrooms: 3 d. Design Flow: 450 gallons per day e. Minimum Absorption Area: 450112 f. Total Depth: 9.5 feet (max.) g. Effective Depth: 4 feet h. Width: 5.0 feet i. Reduction Factor: 0.50 j. Minimum Length: 50 feet long total k. Effective absorption area = 500 fl2 3. SURFACE WATERS: There are no surface waters within 100+ feet of the proposed septic system. 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507 Ph: (907) 337-6179 0 Fax: (907) 338-3246 • Website: gamessengineering.com 4. TOPOGRAPHY: As can be seen on the attached topography site plan, the average topography in the area of the proposed drainfield is relatively flat. In short, there are no slope concerns. I am unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your assistance. .E., M.S. NOTE: Attached is a site plan drawing, a design drawing, a topography site plan, a soils log, and a 7 page construction specification letter which are all part of the design package for this septic system. 3701 E. Tudor Road, Suite 101 *Anchorage, AK 99507 Ph: (907) 337-6179 • Fax: (907) 338-3246 • Website: gamessengineering.com _CHRIS CIRCLE PTARMIGAN NEW ESTATES; LOT 5 I I I I I I I I I I 1 HOMAN ACRES; LOT 2 1 � PROPOSED SEPTIC PTARMIGAN NEW\ESTATES: LOT 4♦♦ ♦♦♦ j I UPGRADE. SEE �00 PPREOX MDIUS I ♦♦♦�J�._l j^�P�E DESIGN. FOR / I 1C EP IC ARIA 1 rTpT1 I 1 —7 I � I iTH/t j6AERFAS -I----��-41 ' i 1 � I ♦ A PTARMIGAN NEW ESTATES; LOT 3 1 1 < 1 / I I ♦ I j j s �/ i i ♦♦ PTARMIGAN NEW ESTATES; LOT 21 1 1 1 t 100' ELL RADII ----I-----------L.--j L---�-- 7/7/2004 _. ..._. .._ -.._, DRAWN BY: M.E.W GARNESS ENGINEERING GROUP, Ltd. SCALE: CONSULTANTS i GENERAL CONTRACTORS 1 = 1 GG• 1101 F Tl F+ 0OA0. (rnic 101 • ANr NOOAr,0 AK 00501 . FNONF MAtq}1-Aq0 • FAX (0A1AKA-]J6A PREPARED FOR PHONE NUMBER: PAGE NUMBER: LESTER do LAURA BONNER 344-7488 1 OF 2 LEGAL DESCRIPTION: HOMAN ACRES SUBDIVISION; LOT 1 TYPE OF WORK: SITE PLAN FOR PROPOSED SEPTIC UPGRADE I I I I I I I I I \I 1 1 I 419 ��♦ I j �- i 1 I I DAS ACRES; LOT to 1 I c I SEPTIC AR b I I CAS ACRES; LOT 16 EXISTING SHOP WfjFi BEDROOM I ♦ T-7DLISRNG TWO ♦� I BEDROOM HOUSE II I 100' WELL RADIUS_ I i i i r A. Crn s a —795 .` /o 100' WELL RADIUS I SWILL HAVE NOT&EAST THT LINE AND THE 100'IUS :jCONTRACTOR FLAGGED BY A REGAND SURVEYOR PRIORTONSTRUCTION. PROPOSED DRNFIELD: EXCAVATE A TRENCH THAT IS 9.5 FEET DEEP MAXIMUM. BY 5 FEET WIDE• I \ I BY 50 FEET LONG. ADD 4 FEET 9F CLEAN WASHED SEWER 1' \ \ I / DRNNROCK. I I — — — � J INSTALL I CLEANOUTS I [SEPTIC ARE�D I PR POSSEDR 100KCALLON ,'� TH11 I I I I ;� 11 -� EXISTING SEPTIC BO'+/- TANK TO BE COMPLETELY 70'+/- INSTALL ABAONDONED. FOO EXISTING SHOP I I WITH BEDROOM - -----� 120. WELL L----- ---- -- -- Q� or 7/7/2004 _q0 �C pF N 140 DRAWN BY: e O �!...... GARNESS ENGINEERING GROUP, Ltd. M.E.w yQpp CONSULTANTS 8 GENERAL CONTRACTORS S)01 F TI1009 009 $i IITF 101 • ANfuOF�LF AY 0050) • FNpNF (OOHS])-M)0 • FA% 10p)UW-0)46 SSE _ 50• 1" ,I lY�n PREPARED FOR: PHONE NUMBER: PAGE NUMBER: LESTER & LAURA BONNER (907) 344-7488 2 OF 2D -..Jl ffr C 0 1 p y ess. Q g. ' . 953 :O Q '' LEGAL DESCRIPTION: HOMAN ACRES SUBDIVISION; LOT 1 n°� • �� 4��Qdp•ofeeslono�� 040000 TYPE OF WORK: DESIGN OF PROPOSED SEPTIC SYSTEM UPGRADE M GARNESS ENGINEERING GROUP, Ltd. �: f CONSULTANTS A GENERAL CONTRACTORS it 1 r&,A ME 101 • AN0 WDL A •N07 • . •0 -•1]• • F". N N YfitR pr�rgYrM1g9vn . SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: HOMAN ACRES SUBDIVISION; LOT 1 OO 9 '•.J ffr PERFORMED FOR: LESTER k LAURA BONNER DATE: 6/26/2004 QQQ�� --., 40 (f � et »yam TEST HOLE 1 � 1 =y�y ORG 6/26/2004 15.7' 8 . TH/1 — SOIL CLASSIFICATIONS 2 2 11:29 10 .5' r `oma o GWORG 9 11:29 r ` GP ML 3 - 10 11:39 Tco GM CL 4 11 GC OL - 6' SW MH 5 11:49 •' ••• 'SP CH 2' 4' SM X: OH 11:49 - SC 7 DATE SMALL WEEP O 12' 6/26/2004 15.7' 8 . TH/1 — 6' — 2 11:29 10 .5' SM 9 11:29 - 6' - 10 11:39 Tco 1 1' 5' 11 � - 6' - 12 1111111 11:49 10 2' 4' 18 19 DEPTH TO GROUNDWATER DATE SMALL WEEP O 12' 6/26/2004 15.7' 7 5/2004 . TH/1 — 6' — DATE READING PERCOLATION I NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 6/28/2004 1 . TH/1 — 6' — 2 11:29 10 .5' Cao 3 11:29 - 6' - 4 11:39 Tco 1 1' 5' 1 � - 6' - 6 11:49 10 2' 4' 7 11:49 - 6' - 8 11:59 10 2 1/8- 3 7/8- 8'9 9 11:59 - 6' - 10 12:09 10 2 1/20 3 1 2' 11 12:09 --I-- RAVI IS ----- i-- 1 E E---�-� - SITE PLAN 10-100, DATE READING PERCOLATION CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 6/28/2004 1 11:19 — 6' — 2 11:29 10 .5' 5.5' 3 11:29 - 6' - 4 11:39 10 1 1' 5' 5 11:39 - 6' - 6 11:49 10 2' 4' 7 11:49 - 6' - 8 11:59 10 2 1/8- 3 7/8- 8'9 9 11:59 - 6' - 10 12:09 10 2 1/20 3 1 2' 11 12:09 - 6' - 12 12:19 10 2 1/2* 3 1/2 - 2 PERCOLATION RATE 2.9 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 6.5 FT. AND 7.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO SOILS LOGGED BY: KELLY HEnMMAN PERCOLATION TEST PERFORMED BY: ROB CAMPBELL COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WASERF MED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: Z 0 NAME LOCATION SEPTIC TANK: GRr`�ER ANCHORAGE AREA BOA 1GH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM MAILING ADDRESS PHONE LEGAL DESCRIPTION DISTANCE// ,� NUMBER OF / FROM WELL MANUFACTURER1 0 �2 MATERIAL COMPARTMENTS INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITY GALLONS. SEEPAGE PIT: o? /I NUMBER OF PITS / DIAMETER w OR WIDTH (0 / LENGTH—, DEPTH �z 0 LINING MATERIAL P cP CRIB SIZE: DIAMETER_DEPTH DISTANCE FROM: WELL � / TOTAL EFFECTIVE BUILDING FOUNDATION -Y-69 96, NEAREST LOT LINE. ABSORPTION AREA (WALL AREA)SQ. FT. ADDITIONAL ABSORPTION WELL: TYPE CONSTRUCTION BUILDING NEAREST FOUNDATION—,LOT LINE CESSPOOL—,OTHER SOURCES APPROVED DISTANCES: INSTALLED BY: PIPE MATERIAL: UlM1ii: NEAREST SEPTIC SEWER LINE TANK_ DISAPPROVED REMARKS LOT SLOPE: "zt t " REMARKS: `6 c V� DIAGRAM OF SYSTEM DISTANCE FROM: SEEPAGE SYSTEM _ * Arn 11 1111// F NAME OF APPLICANT INSTALLATION LOCATION LEGAL DESCRIPTION (T> GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY PERMIT NO. 3330 "C" STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274-4561 SEWAGE DISPOSAL SYSTEM - APPLICATION AND PERMIT INSTALLATION OF: SEPTIC TANK TYPE AND SIZE OF FACILITY TO BE SERVED 5� �, A MAILING h" L--� SEEPAGE PIT PHONE DRAIN FIELD OTHER FINANCED THROUGH � TO BE, INSTALLED BY SOIL TEST RESULTS `NOTE HIS PERMIT IS NOT VALID WITHOUT SOIL TEST COMPLETION DATE ANTICIPATED FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. SEPTIC TANK TYPE MINIMUM DISTANCES, REQUIREMENTS r � FOUNDATION TO SEPTIC TANK =7 FOUNDATION TO SEEPAGE PIT 21 DRAIN FIELD SEPTIC TANK TO SEEPAGE PIT WALL !' r `/ SEPTIC TANK '� SEEPAGE PIT LDRAIN FIELD TO NEAREST LOT LINE. WELL TO SEPTIC TANK /`" `�",, SEEPAGE PIT DRAIN FIELD ALSO CONSIDER AREA WELLS. WATER MAIN TO SEPTIC TANK SEEPAGE PIT DRAIN FIELD p /� SEPTIC TANK, � �, SEEPAGE PIT le"2�. DRAIN FIELD TO RIVER, LAKE, STREAM. il` I( ✓ I (' S c %>? U AREA SIZE TYPE %q t }/ DIAGRAM OF SYSTEM CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. l G.A.A.B. OR LICENSED DESIGNER 1 CERTIFY THAT I AMFAMILIAR WITH THE REQUIREMENTS OF GREATER ANJGEEA BOROUGH ORDINANCE NO. 28.68 AND THAT THE ABOVE DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. �il/i/ltd/,mai Performed for Legal Descript This form repo Depth Feet Y _ _ RM 3- 12 - lXIM 14 - GREATER ANCNORAGL ARLA BOROb,.i Department of Environmental Quality 3330 "C" Street Anchorage, Alaska 99503 SOILS I,OU - PEROI,ATION TEST Sod s Date Per forrit, d ;/21) rcoiation Was ground water encountered? `1c> If yes, at what depth? Reading Date Gross Time Net Time Depth to Water Net Drop s II Was ground water encountered? `1c> If yes, at what depth? Reading Date Gross Time Net Time Depth to Water Net Drop Percolation rate minute. ,Proposed installation: Seepage Pit__ __�._ Drain Field Depth of Inlet �__. Depth to bottom of pit or trench COMMENTS: Performed [3y: Linc! 1._ Certified__ - e A0C/104AGd 4— 4 di"i s GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality °nPFG „„G,4y 3330 "C” Street, Anchorage, Alaska 99503 274-4561 Date Received February 28, 1977 Time of Inspection 3;,3L) P)-Yj, tL a Date of Inspection-lDn-i� OlLeurS. REQUEST FOR APPROVAL OF TJ1� INDIVIDUAL SEWER & WATER FACILITIES FOR Conv. 1. Approval requested by: Peoples Bank and Trust Company Mailing Address: Pouch 7007 99510 Phone: 279-7511 x 246 2. Property Owner: Roy D. Inman Phone: Mailing Address: % Mr. Lamar R./Nancy J. Steen 272-4441 x 78 3. Legal Description: Lot 1 Homan Acres Subdivision 4. Location: NHN East 112th Avenue 5. Type of facility to be inspected Single Family No. of bedrooms 2 6. Well Data: A. Type Individual B. Depth C. Construction D. Bacterial Analysis 7. Sewage Disposal System: On—site system A. Installed B. Installer C. Septic Tank: 1. Size 2. Manufacturer D. Seepage Pit: 1. Absorption Area 2. Material E. Disposal Field: Total length of lines 8. Distances: A. Well to: Septic tank , Absorption area Sewer Lines , Nearest lot line Other contamination B. Foundation to septic tank , Absorption area C. Absorption area to nearest lot line EO -034 (1/74) Pann 1 of twn nanac MUNICIPALITY OF ANCHORAGE ® �f DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 2510 East Tudor Road, Anchorage, Alaska 99504 276-2221 REQUEST FOR APPROVAL OF INDIVIDUAL SEWER and WATER FACILITIES 1. Type of Inspection: CMRO VA FHA CONV X 2. Property Owner: ROY D. INMAN Mailing Address: UNKNOWN Day Phone: UNKNOWN 3. Name of Buyer: LAMAR R. & NANCY J. STEEN Mailing Address: NSA Day Phone: 272-4441 EX 78 4. Name of Lending Institution: PEOPLES BANK & TRUST COMPANY Mailing Address: Pouch 7007 Phone: 279-7511 ex. 246 Anchorage, Aias a 5. Name of Realtor or Agent: NONE Mailing Address: Phone: 6. Legal Description:—Lot 1, HOMAN ACRES Location: NHN E. 112th Avenue, Anchorage, Alaska 99507 7. Type of Facility to be Inspected: SINGLE FAMILY No. Bdrms. 2 8. Water Supply Type of Supply: Public Utility Individual X If Individual, number of dwellings presently served ONE If Individual, depth of well UNKNOWN 9. Sewage Disposal System Type of System: Public Utility Individual (on-site) X If Individual, date of installation UNKNOWN 72-00313/76) TO SET UP AN APPOINTMENT FOR INSPECTION, CALL MR. STEEN AT 272-4441 Ex. 78. MUNICIPALITY OF ANCHORgt•,E ENVIRONMEOF HEALTH NTAL PROTECTION FE8 2 8 1977 RECEIVED I 'Page 2 of two pages - Rec._st for Approval of Individual S ^ar & Water Facilities Legal Description Lot 1 Homan Acres Subdivision Comments 1\k Approved Disapproved ( Date 3L S— 77 Approval,Valid for one year from date signed Greater Anchorage Area Borough, Department of Environmental Quality DIAGRAM OF SYSTEM I certify that the information contained in this request for approval to be a true and accurate representation of the subject sewer and water facilities and these facilities are operating satisfactorily. SIGNED Date EQ -034 (1/74) Mare llr 1977 Peoples Hanle and Truant Company Pouch 7-007 Anchorage, Alaska 99510 Subject. Lot 1 Homan Acres Subdivision Your request for approval on the subject property for sewer and water facilities serving this property can not be approved at this time. Enclosed is a set of instructions you will need to follow* if the percolation test should happen to fail, You will nedd to enaa&rge your sewer seepage area. if necessary, mon*es may be escrowed to complete the upgrade by June 3or 1977. if there are any further questions, please contact this office at 279-2511# extension 224 or 224. sincerely, Robert C. Pratt► R.S. sanitarian RCPJIjh 06-1220 (a), - STATE OF ALASKA o. DEPA'IAEN OF HEALTH AND SOCIAL SF ICES Lab. N DIVISION OF PUBLIC HEALTH DAT `AT I E BACTERIOLOGICAL WATER ANALYSIS OFFICE . Records in this officeindicate this WATER SUPPLY to be of: PUBLIC❑ SEMI-PUBLIC F1 INDIVIDUALED.'- O' REPORT RESULTS TO !' r�21.. NAME ADDRESS CITY x ADDRESS _ SAMPLE COLLECTED BY DATE COLLECTED TIME COLLEGE Sample Collected From 'U -Kitchen Tap ❑ Bathroom Tap ❑ ❑ Other (List) nent. Tap Satisfactory ❑ Questionable ❑ Unsatisfactory Sanitary Status. Analysis shows this Water SAMPLE to be: + M. Satisfactory- ❑ Questionable ❑ Unsatisfactory. If an "Unsatisfactory" or "Questionable" status is indicated above ;you should take immediate action as recommended below. 1. Notify consumers water is polluted. Boil or chemically treat this water as outlined in the enclosed leaflet "Drink It Pure." 2.. Increase chlorination sufficiently to meet recommended residual standards. Determine source of contamination and take action necessary to maintain asafe water supply at all times.. 3. Check chlorination and other mechanical. equipment. Make certain it is functioning property. 4. if after checking. equipment a disinfecting residual is not obtained, please wire this office for emergency assistanceoradvisory services. Well ❑ Dug ❑ Driven ❑ Drilled ❑ Bored 5. This is a surface water source and subject to pollution by man and animals. ❑ Other f_ An approved water supply source should be developed. SOURCE: ❑ Spring ❑ Cistern Dug Well or Cistern Construction: Brick or, 6.. Improve your ❑spring ❑dug well ❑driven well ❑drilled well ❑cistern Walls - , ❑ Wood ❑Concrete E] Metal ❑ Tile o Concrete. in to your sewage disposal Top — ❑ Wood ❑ Concrete ❑ Metal ❑ Open Top _ 7, Relocateyourwell to a safe. location relationship LOCATION: ❑ In Basement ❑ Basement Offset ❑ Under House " system. ❑ see. enclosure ❑ In Yard : ❑Otherg, Sample, too long- in transit; sample should .not be over 48 hours old at Building Sewer Septic +, Feet. .- examination to indicatereliableresults, please send new sample. DISTANCE TO: or Other Drainage Tile Seepage Pipe - Feet. Tank' Cess- ` - ❑ Bottle Broken in transit, please send new sample. Field.—Feet.- Pit _ .Feet. Pool Feet. Privy Faat�` - ❑Alaska Other Possible Sources of. Contamination , 9. Contact nearest ❑ :Local Health Department or Division of Public Health, sanitation. office for bulletins, consultation and Asbestos 'MATERIAL: Building Sewer- g ❑Cast ❑Wood ❑Tile ❑Fibre - ❑Cement Iron assistance. .... ❑Plastic Joint Material — Type SANITARIAN'SREMARKS D' di nvea n Nn GENERAL: Does Water Become Muddy or Isco ore When?. - - Diameter of Well Depth Feet: Well Casing Material Diameter Depth, Length of Water Depth Feet.,+ Drop Pipe - From Bottom = Offset InIn Utility' PUMP LOCATION: ❑ In Well ❑ Basement ❑ In Basement ❑ Room- ❑ On Top Of Wel ❑ Other PURPOSE OF EXAMINATION: Illness. Suspected? ❑Yes ❑ No - New Source of Supply? ❑ Yes ❑ No Repairs to System? ❑ Yes ❑ No :.Signature 06-1220 -(b) BACTERIOLOGICAL WATER ANALYSIS RECORD READ, INSTRUCTIONS Date Received Time Received—, )Lab. No. ON — REVERSE SIDE Lactose'Broth 1Occ loco '10cc -10cc. iOcc 1.Occ 0.1 cc 24 hours 48 hours " .,... Brilliant Green - 24 hours _ 48 hours BEFORE EMB AGAR. LactoseBroth, 24 hrs. 48 his. -Coliform Density COLLECTING SAMPLE —MF results -Detergent Test 4 €- ._'. (-Reported by Date ' This analysis indicates Coliform Organisms to be: Absent Present Gram's stain — (Most probable No. per 100cc.) ✓C -N -NW 1/64 COR. 329,88 U N S U E D I V I D E D ALASKA STATE PLANE CO -ORD. ZONE 4 N�2 602 02526 C -W -NE -NW 1/256 COR., D.O. Q A. E, 531 381.64 N 89° 57'27"E 1 I L � n � GTARM AGN V IF `,A/ L°TATE° 9 N.W 1/16 GOR BL. M. 1950 - i 10' UTILITY EASEMENT Iii ml. N m 2 1092 S.F 9 M Oh 1 I O 49,950 SF 0 Im m 3 � o 50,518 S.F 0 e a L r SEE NOTE I ALASKA STATE PLANE CO -URD. ZONE 4GK!/O �W-E-NW/25G COR, ¢0. Q A N. 2 G01 364.6E, �.. E. 531 384.68 O J, 73 - !6/6 d �ne�i��age- 9 — /8 73 ? LEG END EXISTING SC MON, O EXISTING REBAR Y EXISTING PK HUB S TACK SET ON ALL CORNERS UNLESS OTHERWISE NOTED. 11 16 1 13 l9 i OHIO ST ZU Z/ XUFFM N NF I °p f p7 I 'DEng OUN RO< VICINITY MAP 1" _ I Mile CERTIFICATE OF OWNERSHIP AND DEDICATION WE HEREBY CERTIFY THAT WE ARE THE OWNERS OF THE PROPERTY .SHOWN AND DESCRIBED HEREON. WE HEREBY REQUEST APPROVAL OF THIS PLAT, SHOWING SUCH EASEMENTS FOR PUBLIC UTILITIES, ROADWAYS AND ALLEYS DEDICATED BY US FOR PUBLIC USE. THERE SHALL BE RESERVED ADJACENT TO THE DEDICATED RIGHTS-OF-WAY SHOWN HEREON, A SLOPE RESERVATION SUFFICIENT TO CONTAIN CUT AND FILL SLOPES OF 11/2 FEET HORIZONTALLY FOR EACH FOOT VERTICALLY (1 1/2 TO 1) OF CUT OR FILL, FOR THE PURPOSE OF PROVIDING AND MAINTAINING LATERAL SUPPORT OF THE CONSTRUCTED STREET, AND THERE IS RESERVED TO THE GRANTORS, THEIR HEIRS, SUCCESSORS AND ASSIGNS, THE RIGHT TO REMOVE SAID SLOPES AT ANY TIME UPON PROVIDING AND MAINTAINING OTHER ADEQUATE LATERAL SUPPORT, AS APPROVED BY THE CITY OR BOROUGH. CHARLES E. HOMAN CONSTANCE E. HOMAN ALSTATE / ASKA STATEE BANK OF,COMMERCE (AS LIEN HOLDER) NOTE 1, 3' RESERVED IN PATENT FOR ROAD :AND UTILITY PURPOSES, 2. AS OF THE DATE OF APPROVAL SOF THIS PLAT THE PLATTING AUTHORITY DETERMINED THAT THE CONSTRUCTION OF OHIO STREET WAS AT THAT TIME UNFEASIBLE AND IMPRACTICAL, THE RESPONSIBILITY FOR THESE .IMPROVEMENTS G, THEREFORE AN UNFULFILLED OBLIGATION OF THE. PRESENT OR FUTURE OWNERS OF LOTS 1, 2J3 UNTILTHE IMPROVEMENTS ARE ACTUALLY MADE, THE_'a' h HEREBY ACCEPTS' FOR PUBLIC USES AND FOR PUBLIC PURPOSES THE REAL PROPERTY .DEDICATED ON THIS PLAT INCLUDING, BUT NOT LIMITED TO THE EASEMENTS, RIGHTS-OF-WAY, ALLEYS, ROADWAYS, THOROUGHFARES, AND PARKS SHOWN HEREON, DATED AT ANCHORAGE, ALASKA, THIS ' DAY OF 1973 ATTEST: CITY CLERK OR SOROUGH/CLERK APPROVED `r In uaord wrh Ch,' -m' 21. Ord. at OmIr.nrM. Dlrccror of 1,mSl1c Wada Greaor Anchc:rwac Arm, G NOTARY'S ACKNOWLEDGEMENT Subscribed and sworn before me this.__ru1.f _._,-_____day of Notary for Alaska M:y Commission expires PLAT APPROVAL Plat approved by the Borough Platting Authority this _— —........... -.--, day of .r Au horned Offic"al i SURVEYORS CERTIFICATE I, -4,!7•,rCYGK75 _.,,..._,.-..-,professional land surveyor, on hereby certify that -rhe plat of -HOMAN 'ACRES LOTS ;,2 c 3 is a v:1e and correct re presenratien Of ,Ands octuo:iy surveyed and that a.1 the distances and bearings are shown correctly and that all permanent exterior control monuments, all other monuments, and lot corners have been set and stn ked or if final completion is ossu red by subdivision agreement, they will be set as specified In said subdivision agreement. o3oa .el"I Signature of Land 5urveyor DT1000721_ PI.A! OF H 0 M A N ACRES A SUBDIVISION OF SECTION LOT 22 LOCATED IN NW 1/4, SEC. 21, T12N,R3W, S.M., ALASKA CONTAINING '_' 5.0 ACRE5 3 LOTS HEWITT V. LOUNSBURY 8 ASSOCIATES ENGINEERS - SURVEYORS- PLANNERS ANCHORAGE ALASKA DATE, JULY 2, 1973 SCALE: 1" . 100' DRAWN AC SHEET: 1 OF I CHECKED, CAH GRID: 2634