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SPENDLOVE VIEW HEIGHTS BLK 2 LT 3
pendlove View Heights Block 2 Lot 3 #021-021-30 • .� Municipality of Anchorage © Department of Health and Human Services Building Safety Division a.., On-Site Water and Wastewater Program, 4700 South Bragew Street P.O. Box 196650 Anchorage, AK 99519-6650 Page 1 of 3 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: SWSW040454 PID Number: 021-021-30 Name: Wastewater System: ❑ New ® Upgrade Atltlress: Canyon Road 995116 ABSORPTION FIELD Phone: Number of Bedrobms: 44 ® Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound ❑ Other. LEGAL DESCRIPTION Soil Rating: Total Depth from original grade: 06 rPDrFt2 7110 Block: Lot: Subdivision: Depth to pipe bottom from original grade: Ft Gravel depth beneath pipe Township: Range: Sedion: Fill added above original rade: 9 9 2tO Ft Gravel Length: Well: ❑New ❑Upgrade Gravel width: 212 Number of lines: Distance between lines Classification (Private, A, B, C): ra Primate Total Depth: Cased to: Total absorption area: Pipe Material: 14.6 Ft Driller Date Drilletl: Ft Static Water Level: 800 FtPVC/F810D Installer: Date installed: Ft. Yield : Pump Set at Casing Height Above Ground: GPM Ft. Ft. TANK SEPARATION DISTANCES ❑ septic ❑ Holding ❑ S.T.E.P. ❑ Other: To From Septic Tank Absorption Field Lift Station Holding Tank ublic/Private Sewer Line Manufacturer. Exist' Steel Capacity: Well 117.5 146.8 100.5 Malarial: Gel. Number of Compartments: Surface Water 85* 49.7* LIFT STATION Lot Line 42 4.4** Size: Manufacturer Gal. Foundation 15 45 Pump oM level at: High water alarm atn. Eon": Curtain Drain el ElecLical Inspections performed by: Remarks: - Waiver No. 040079 ** - Reuest Lot Line waiver to BENCH MARK 4.4'. It willnot affect future develo ment of P Location and Description: Back Deck surrounding lots. Assumed Elevafon: 103.5 Ft. Engineer's Stamp ���• �F... Inspections performed by: Pannone Ena. SvC Dates: 1x`10/28/2004 �� /' ' �oTH .....� 2ntl10/28/2004 .............e.....; Department of Health a Human Services approval � r ...'?"• ••• ••• • ......•.. •• rr; ven R. Pannone.�,/ Reviewed and approved by: Date: if�5 �'T (Rev. 11/89) ' ' No CE a? a9 �� T nFs�me. �,aATEu i�lr�4V � ��D •.'� Ro� nror ,r£ AFPT. 1���o� �ESS����� PERMIT NO: SWO40454 RECORD DRAWING P.I.D. NO: 021-021-30 I &WELL WASTEWATER DISPOSAL SYSTEM Lot 3, Block 2 Spendlove View Heights S/D ~WELL \ / I - �EXIST'GCREEK / 146.8 / EXIST'G 1000g SEPTIC TANK \ \ / ~VERIFIED INTEGRITY. / EXISTG 3 BR] �/ FC HOUSE E 2°i° A/ �\ r ° `EXISS'G-SEPTIC Il f 'I-—SYSTEIF IN FAILURE. TO BE REUSED. 2% / r NOTES: 1) All work shall be performed in accordance with AMC15.65. 2) Materials used shall be in accordance with those specified in AMC15.65, Wastewater Disposal. 3) Connect post tank line to mid- point of drain field, typical. 4) Maintain 10' separation to all lot lines and proposed water lines. 5) Lots served by a private well. No wells within 100' of proposed system. TO CHANNEL OVEF FLOW AWAY FROM David & Terry Dittman 13391 Canyon Road Anchorage, AK 99516 243-3345 I I I I I I I I I I I I _PROPOSED REPLACEMENT SAS 2EA, 40 LFx5'ED,x 8' TD f---EXISTG SUB DRAIN I NOTE: NEEDED TO MOVE THIS %~FIELD SOUTH TO AVOID CONFLICT ,WITH SATELLITE DISH. - - - i - - - - - - - - J �SUBDRAIN- O 5 UTFALL II I I I I I I I ---------- ------------------ -- L _j LJ EXISTG CO A B OVERLAND FLOW SEPTIC FC 29.5 OF OVERFLOWING AREA ET 33.7 21.9 EFFLUENT DC 44.3 38.1 DV 45.8 39.9 EC 45.9 40.6 E1 63.2 65.8 EXIST'G DRAINAGE E2 75.8 79.1 C1 60.0 53.8 M1 64.7 58.5 M 5.0 93.1 DESIGN: C 96.1 95.2— PERC RATE: 15-30 MPI C3 X667 48.5 APPLICATION RATE: 250SF/BR a13" 68.1 51.9 0.60 GPD/SF / M4 95.0 18.7 3 BR HOUSE C4 96.8 17.3 REQ'D AREA: 750 SIF / DEEP TRENCH FED x 7P LF, 8' T.D. 750 SF TOTAL / PANNONE ENG. SVC, LLC P. O. BOX 102954 ANCHORAGE, ALASKA 99510 227-3522 P, 272-8218 Fax RECORD 1 11 PERMIT NO:SW040454 RECORD DRAWING DETAILS WASTEWATER ABSORPTION SYSTEM Lot 3, Block 2 Spendlove View Heights SID NOTES: 1) ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH, AND ALL MATERIALS zSHALL CONFORM TO, AMC15.65. m a 0 6 ° LL ln0 NV31 aen1210111\10 49 TH :. ......... Steven R. Pannone %•• CE 8149 •�, aanl a01IN 1nO NV3 1nONV3l0 1nONV3l0 N611n ONV3l0 1VONnOj P.I.D. NO: 021-021-30 W J_ LI_ W OL EPARED FOR: Pannone Eng. Svc., LLC David & Terry Dittman 13391 Canyon Road Anchorage, AK 99516 W p DATE: 10-30-04 RECORD 243-3345 NOT TO SCALE m rn Z O Z UY o 0W a 4 U) W Z °LL W < IL JJ m o 0000000 Z 0000000 O 000000 0 W 00000000 '7 N 00000000 LL O 00000000 00000000 Q 3 00000000 00000000 p z � o U p n o N N a O J V Q F- O fV , 49 TH :. ......... Steven R. Pannone %•• CE 8149 •�, aanl a01IN 1nO NV3 1nONV3l0 1nONV3l0 N611n ONV3l0 1VONnOj P.I.D. NO: 021-021-30 W J_ LI_ W OL EPARED FOR: Pannone Eng. Svc., LLC David & Terry Dittman 13391 Canyon Road Anchorage, AK 99516 P. O. BOX 102954 ANCHORAGE, ALASKA 99510 272-8218 , PHONE & FAX DATE: 10-30-04 RECORD 243-3345 NOT TO SCALE MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Renewal Date Issued: Oct 25, 2004 Expiration Date: Oct 25, 2005 Permit Number: SWO40454 Parcel ID: 021-021-30 Legal Description:lbi�7" Design Engineer: 0062 Pannone Engineering Services Site Address: Owner Name: DAVID & TERRY DITTMAN Lot Size: 59850 SQ. FT. Owner Address: 13391 CANYON RD Total Bedrooms: 3 Permit Bedrooms: 3 ANCHORAGE, AK 99516-6905 This permit is for the construction of: ❑✓ Disposal Field 0 Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water` Regulations ( 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: Issued Date: Date:_40Z051"4 l inucipality of Anchorage P.O. Bae 196650 • Anchors rc l nka 99519.6650 • Tekphone (907) 343-8301 • 17" (907) 343-8200 4700 Bi iaaw Street • Anchorage, Alaska 99507 Nka Mayor Mark Begich Building Safety Division If November 14, 2004 Steve Pannone Pannone Engineering Services, LLC P.O. Box 102954 Anchorage, Alaska 99510 Subject: Waiver Request for Spendlove View Heights S/D Block 2 Lot 3 Waiver Request 4WR040079 Revision 1 Parcel ID #021-021-30 Dear Steve Pannone: Your request for a waiver of the required 100 feet horizontal separation from the absorption field to surface water has been approved. The approved separation distance is 49.7 feet. This waiver approval applies to the existing absorption field to surface water separation only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. If there are any fin-ther concerns or questions regarding this waiver, please call our office at 343-7904. Sincerely, Pooda llneer On -Site Water & Wastewater Program Community, Security, Prosperity Municipality of P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone (907) 343-$301 Fay (907) 343-8200 � 4700 Bragaw Strect • Anchorage, Alaska 99507 Mayor Mark Begich Builui% v.mum org ding Safety Division October 25, 2004 Steve Pannone Pannone Engineering Services, LLC P.O. Box 102954 Anchorage, Alaska 99510 Subject: Waiver Request for Spendlove View Heights S/D Block 2 Lot 3 Waiver Request #WR040079 Parcel ID #021-021-30 SW040454 Dear Steve Pannone: Your request for a waiver of the required 100 feet horizontal separation from the absorption field to surface water has been approved. The approved separation distance is 58.0 feet. This waiver approval applies to the existing absorption field to surface water separation only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. If there are any further concerns or questions regarding this waiver, please call our office at 343-7904. Sincerely, roeGoodall Civil Engineer On -Site Water & Wastewater Program Community, Security, Prosperity MUNICIPALITY OF ANCHORAGE Building Safety Division DATE: November 5, 2004 TO: ON-SITE FILE MEMORANDUM FROM: Joe Goodall Engineer It, 4 Water Wastewater Program (ONS ire PQnbKA'%) SUBJ: SPENDLOVE VIEW HEIGHTS BLOCK 2 LOT 3 (PERMIT SW040454; WAIVER WR040079) THIS PERMIT APPLICATION AND AS -BUILT INSPECTION REPORT WAS ALSO REVIEWED AND DISCUSSED WITH"DAN ROTH THE ON-SITE WATER AND WASTEWATER PROGRAM MANAGER. I HAVE BEEN AUTHORIZED TO APPROVE THE PERMIT AND THE AS - BUILT INSPECTION REPORT THRU DAN BOTH WITH THE 49.7' FROM SEPTIC FIELD TO SURFACE` WATER; 85' SEPTIC TANK TO SURFACE WATER; AND 4.4' LOT LINE WAIVER. I HAVE ALSO BEEN AUTHORIZED BY DAN BOTH TO APPROVE PRIOR'MAtCEIVING LETTERS OF NON -OBJECTION. Municipality of Anchorage • '� Development Services Department 'GE Building Safety Division a �s On -Site Water and Wastewater Program ` 4700 South Bragaw St. ',P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING ' Parcel I.D. 021.021.30 Permit Number SW Property owner(s) David & Terry Dittman Day phone 243.3345 Mailing address (1) 13391 Canyon Road Mailing address (2)_Anchorage,AK Zip Code 99516 Legal description (Lot, Block & Sub'd.) Lot 3, Block 2 Spendlove View Heights Legal description (Section, Township & Range) Site Location -13391 Canyon Road Lot Size_ 59 go / 1.374 Acres/Sq.Ft. Number of Bedrooms THIS APPLICATION IS FOR: Sewer Only ❑ 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, toigna[ure or property owner or authorized agent) Permit Fees: LAUD 'o70 t 175 OD S'�11A/aiver Fees: I , j Sp • 5 b Date of Payment: (y' 'nV-jp4 Date of Payment: Receipt Number: 5,9LI i�-3 t1 Receipt Number: (Rev. 12/00) Pannone Engineering Services, LLC Consulting Engineers October 20, 2004 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 S. Bragaw Street P. O. Box 196650 Anchorage, Alaska 99519 Subject: Lot 3, Block 2 Spendlove View Heights S/D Septic System Replacement Permit Request Waiver to Surface Water Request Ladies and Gentlemen: P.O. Box 102954 .ge, Alaska, 99510 )07)272-8218 Fax I am writing to request a permit to construct an upgraded septic system be issued for this property. The proposed systems will serve an existing three-bedroom house. The lot is developed at this time. The lot is 59,850 square feet (1.374 acres) in size. There is an existing septic system serving this lot. 1. Soils. See the attached soils log. Ground water was monitored through the seasonal high period of 2004. There was monitored at a depth of 16 feet on October 22nd. Bedrock was not encountered in the test hole. It is my opinion that the overall soils appearance of the soils, an application rate of 0.6 gallons/day/square feet should be used. 2. Trench Design. a. Percolation Rate: b. Application Rate: c. Number of Bedrooms: d. Design Flow: e. Min. Absorption Area: f. Total depth: g. Effective Depth: h. Width: i. Reduction Factor: j. Minimum Length: k. Design Length: 1. Effective Absorption Area: m. Septic Tank Size: Cont'd on page 2 C:\Work\Letters\3-2 Spendlove View Hts.002.doc 15-30 Min Per Inch 0.60 gpdpsf (250 sf/br) 3 450 gallons per day 750 sf 8.5 feet 5 feet 2-3 feet N/a 75 feet 80 feet 800 sf 1,000 gallon, if required Page 2 3. Surface Water: There is a subdrain outlet approximately 58 to 75 feet from the end of the proposed septic system. A diversion dike will be constructed to direct any potential overflow a minimum of 100 feet from the surface water. There is a creek approximately 85 feet uphill from the existing septic tank. There is no chance of overflowing sewage to enter this surface water due to the existing grade of the lot. The creek is approximately four to eight feet above the ground above the septic tank. I request a waiver to this surface water be granted. 4. Topography: The average topography in the area of the proposed septic system is flat. The lot has an average topography of 1 to 2 percent. The lot has an overall topography of five to ten percent. The proposed installation will not affect the future development of the surrounding or existing lots. If you have any questions or concerns, please contact me at 227-3522 or 272-8218. Sincerely, .P�..................... J-Sram: even R. Pannone, P.E. ? 49TH Civil Engineer • meq"'` �� � Steven R. t'arin Attachments: No. CE 8 j 49 C:\WORK\LETTERS\3-2 SPENDLOVE VIEW HTS.002.DOC PERMIT NO: SW04 DESIGN DRAWING P.I.D.NO: 021-021-30 WASTEWATER DISPOSAL SYSTEM Lot 3, Block 2 Spendlove View Heights S/D rWELL \o / i I �EXIST'GfREEI;c / I \ EXISTG WELL I V — — — — — � EXISTG 10004PEPTIC TANK � VERIFY. INTEGRITY. REPLA IF FOUND COMPRIMISE 5% t PROPOSED REPLACEMENT SAS _ 5 2EA, 40 LFx5'ED,x 8' TD EXISTG 3 BR / HOUSE / 86 /. , �EXISTG SUB DRAIN" , 20/, / 2°/10.4 EXISSG-StPTIC r _ _ °_ _ 58.1, —SYSTEM IN FAILURE. 2% TO BE REUSED. 29%%/./ f= _ -� SUBDRAIN OUTFALL L-------- L--- —i2' ---�--------J �/ NOTES: ----- —7T�O ------ ------------- -I CHANNEL OVER T 7� 1) All work shall A ONSTRUCTDIKE performed in \ accordance with MC15.65. FLOW AWAY FROM / L J 2) Materials used shall be in 110 2RAINAGE. EXISTG accordance with those specified in OVERLAND FLOW SEPTIC AMC15.65, Wastewater Disposal. OF OVERFLOWING AREA EFFLUENT 3) Connect post tank line to mid- \ point of drain field, typical. \\ 4) Maintain 10'separation to all lot EXISTG DRAINAGE lines and proposed water lines. 5) Lots served by a private well. No/A� wells within 1 00'of proposed system. DESIGN: /- PERC RATE: 15-30 MPI U,44* OFI APPLICATION RATE:250SF/BR 44 0.60 GPD/SF / .��P'( ,........ ;qcq �1♦♦ 3 SR HOUSE O r. REQ'D AREA: 750 SF / ♦♦ DEEP TRENCH V ED x 7,5 LF, 8' T.D. i 49 TH % ♦♦ 750 SF TOTAL / 2r .. •• •^••......... PREPARED FOR: PANNONE ENG. SVC, LLC Steven R. Pannone a P. O. BOX 102954 David & Ter Dittman ry CE 81�497 13391 Canyon Road •'7r tfj0'--4••''��� Anchorage, AK 99516 ANCHORAGE, ALASKA 99510 •'•••"^..... 243-3345 227-3522 P, 272-8218 Fax DATE;: 10'20-04 DESIGN PERMIT NO: SW04 DESIGN DRAWING DETAILS P.I.D. NO: 021-021-30 WASTEWATER ABSORPTION SYSTEM Lot 3, Block 2 Spendlove View Heights S/D NOTES: 1) ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH, AND ALL MATERIALS SHALL CONFORM TO, AMC15.65. lnO NV310 39n1 TJOIINOW 0 � Y ro O O LL ¢ K W �a Z h v a 1nO NV': LnONV310 1nONV310 NOI1VOONnnoA fig' 49 TH W J O a Steven R. Pannone'i ' I vl�' Pannone Eng. Svc., LLC CE 8149 i David & Terry Dittman P. O. BOX 102954 O�(O :''♦i 13391 Canyon Road ANCHORAGE, ALASKA 99510 ............. Anchorage, ♦ Anchors e, AK 99516 i 1♦� 243-3345 272-8218 PHONE & FAX ����"`�♦♦♦ DATE: 10-20-04 DESIGN All1T TlS O/�n, PEROLATION RATE 20 (min/mcn) em nv..-E.—•-•r-- TEST RUN BETWEEN 7 FT AND 8 FT COMMENTS: Test hole excavated by Beek's Excavating. Test Hole was presoaked before perc test. ..r..,., ---r,. mv. c«<.,P„ P Pannone. P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORr OF SOILS LOG - PERCOLATION TEST PANNONE ENGINEERING SERVICES ' i e 49 T" P.O. BOX 102954 0.1 ...... ..... ........ ANCHORAGE, AK 99510 (907) 272-8218 Steven R. annone •' •,° ���� No. CE 8149 : ................ DATE PERFORMED: 10116124 PERFORMED FOR: David & terry Dittman LEGAL DESCRIPTION: Lot 3, Block 2 S endlove View Hts TEST HOLE 1 SLOPE I AI \ SITE PLAN I \ I Organics /OR ML Brown Silts /. 2 3 4 i Poorly graded ;y 5 GM Silty GRAVEL TEST HO F I 6 some sands 7 II �5x 5'h, I � I I - r2% 9/r2x / � II to L-------- —~4<::=_--_ — &- 11 fir_____-______ -- -----------T I II L� 12 13SLOPE WAS GROUND WATER 14 ENCOUNTERED? No TEST HOLE 15 IF YES AT WHAT �— DEPTH? - 0- 16 BOH DEPTH TO WATER AFTER 17 MONITORING? Dry DATE: 10-22-2004 18 19 T DEPTH OF NET E WATER DROP ERROM 6. --�20 51/2" 11/2" 6" .__ S V2" 11/2" 2:30 ..- 61. _ 15112" 1 112" PEROLATION RATE 20 (min/mcn) em nv..-E.—•-•r-- TEST RUN BETWEEN 7 FT AND 8 FT COMMENTS: Test hole excavated by Beek's Excavating. Test Hole was presoaked before perc test. ..r..,., ---r,. mv. c«<.,P„ P Pannone. P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORr 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 NAME _ ��v�-r� f (�' � PHONE 3145^ %/ ❑ NEW UPGRADE MAILING ADDRESS 1v N N G� or/ v b v.1� GrC LEGAL DESCRIPTION ••�� A!D// Ve h' LOCATION � � A A-1 ra" { �t NO. OF BEDROOMS IT DISTANCE TO: Well /0D / Absorption aCea Dwelling / .b PERMIT NO. tl,A/ �'PNOu> Y 4— �s w Z tna Manufacturer �./ 'TG� %C� I` �' Material ��l r No. of compartments Liq, capacity in gallons IF HOMEMADE: Inside length Width Liquid depth O z DISTANCE TO: Well Dwelling PERMIT NO. h Manufacturer Material Liquid capacity in gallons w DISTANCE TO: Well/ �OCa .� Foundati on Nearest lot lin �e / PERMIT NO. G P' LL F z w No. of lines 6 �S jA0A)e+u3 Length of each line '2./ � � �i Total length o�lines F C •:- �j �7 Trench width i�inches Distance bejweer lines J 0 cc I_ Top of tile to finish grade / tile beneath he Total effectiv@absorppr area D -Material inches Q00 w Length Width Depth PERMIT NO. D a I— w °• Type of crib Crib diameter Crib depth Total effective absorption area w � DISTANCE TO: Well Building foundation Nearest lot line w Class .J.ND1ym' Depth p 4A1k'&10(U,v Driller 1,(+U iCN�I�N Distance to lot line 0 PERMIT NO. �t/Kn/v u9 N DISTANCE TO: Building foundation Sewer line / /00 / Septic tank 6U/ i' Absorption area (s) OTHER PIPE MATERIALS SOIL TEST RATING INSTALLER H .� — REMARKS / r O V A VJ c4,,.1•S' . IJP G (A•vv LCA ` o P/P ct z 74. e � APPROVED DATE LEGAL OU 16 mev. 3(/m PERMIT NO: DATE ISSUED� APPLICANT: ADDRESS: CONTACT PHONE: �� DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L STREET, ANCHORAGE, AK 99501 n�x~x�no JU ( uppea 850598 09/18/85 ACHESON ENT" 11731 PADDOCK ANCHORAGE, AK 99516 345 --- 2715 LE�AL DESCRIP: GU8DIVISIOk: SPENDLOVE VIEW HTS" LOT: 3 (Al. 30 TOWNSAIP 12N RANGE: 2W LOT SIZE: 59g50 (SQ"FT" OR ACRES) MAX BEDRO8MS: 3 Listed below are the options available to you in designing system. Choose the option that best �iLs your site, DEPTH TO PIPE BOTTOM (FT") �,0 5.0 GRAVEL D�PTH (FT") 4�0 0.5 ' TOTAL DEPTH (FT .5 GRAVEL WIDTH (FT,) 2.5 24.0 GRAVEL LENGT^) 108"0 ** 47"0 GRAVEL VOLUME (CU"YDS.) TANK SIZE (GALS> 1,000"0 ** 1,000"0 ** SOIL RATING (SQ"FT./BR) 287 250 BLOCK: 2 your septic 4"0 3"5 7"5 5.0 68.9 1,000"0 -N N. 287 ** GRAVEL LENGTH > 75 FT" REQUIRES MULTIPLE RUNS (NOT EXCEEDIN8 75 FT" EACH) ** TANK MUST HAVE AT LEAST TWO COMPARTMENTS I certi[y 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" I will install the system in accordance with all MOA codes and regulations, and in cbmpliancewith the design criteria of this 3 I will adhere to all MOA and State o� Alaska r i t � th t b k " eqU remeD s or e se ac distances from any existing well, wastewater disposal system or public sewerage system on this qr any adjacent or nearby lot, ` ,.I understand that this permit isvalid fo^ a maximum of 3 bedro'ms and any enlargement will require an additional permit" IF A LIPT GTATION IS INSTALLED IN AN AREA COVERED BY 118A BUILDING CODES, THEN (1). AN ELECTRICAL P�RMIT AND INSPECTION MUST BE OBTAINED; (�) AS~BUILTS WILL NOT BE APPROVED WITHOUT AN ELECTRICAL INSPECTION �EPORT; AND (3) THE EL�CTRICAL WORK IVIUST 8E DONE BY A LICENSED ELECTRICIAN" SIGNED DATE: At.. ..... ~... ...... APPLICANT ISSUED BY DATE: ..... .... .... ~_~~ `�� BY JK, a........DATE ..( .��..8t� SUB. "T ...Ax;R,.l... '... f.���'... �.. ...............•... CHKD.BY DATE lti� r ..........................................................::...... ........ r O Q, I t, SHEET NO. ....... /.... OF...../...... JOB NO. ,..> �..�"�...'..�. I90' SaurN 19 � fir?:` 7 n • };• ,n,� V p•j a�''o � I -f� n Q IA Z 0 v Z d 1 Z 61 6 ! ,• • O qqq�) Lk 19 ,� N � fir?:` 7 n • };• ,n,� V c� t n Z 0 v Z d 1 Z 61 ,� N � fir?:` 7 n • };• ,n,� V v ,� N ISS, SOILS LOG -= MUNICIPALITY OF ANCHORAGE .,, DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION PERCOLATION TEST 825 L. Street, Anchorage, Alaska 99501 264.4720 SOILS LOG — PERCOLATION TEST .1�C1�1 DATE PERFORMED:y O 2- PERFORMED FOR: qww LEGAL DESCRIPTION: 23/OGk Z //1eig1?/SS SLOPE SITIV PLAN O R&AN/G PE47-( P-4) E 2 5 4A1 i� S // --7- VY/TN 3 caF 65 GAN 1G5 � sm) 4 ro- . 5 n� 6 a O `� �s 8 10 11 V � � 12 v�� 1 13 14 6 R4 V ELL'( S I LTY- 5AND (-5AA) i I ( J +WAS GROUND WATER ��j,l ,=`�tJCOUNTERED? tj IF YES, AT WHAT DEPTH? 15 .•.• .•si.• •�..r.ti.w..vU. CE 4488 d� e®ate ssto�vo® No S L O P E PERCOLATION RATE_�V /V�.� lam[I t;i (minutes/inch) TEST RUN BETWEEN FT AND j6 FT COMMENTS -Q DepthWater .. Id .f-- �P ' 7 cL pne4/`EGi oia we -S / -s'i Qf lrn/ n,/ Ge - PERFORMED�+OM �<,�.� PtPEjjffR" FF�..ORME�D{B'Y: �Jt�a __-%CCERTIIFIED BY: DATE: j No+m : I_a\<J,� �r�ID�I� lGGc'e-d ,,J,__ Y-e-(CII1IJey t y I�GLL6e.� Qr-0fejrf v% ( IVd Pot 4606ow- 70c4ej ,. /..^ UU!! (L/�'�t /VQy. J'1'`�-'lr-C<L� 13�r, 6 .i r✓ld ./, }`.�' W �. /. ✓1'�fj� +�? CiN+' eJfYL 11,7r.- --- 1b//7�� /(�!(,`fri<h.tAAJ✓�11�"� PERCOLATION RATE_�V /V�.� lam[I t;i (minutes/inch) TEST RUN BETWEEN FT AND j6 FT COMMENTS -Q -Cunv� Id .f-- �P ' 7 cL pne4/`EGi oia we -S / -s'i Qf lrn/ n,/ Ge - PERFORMED�+OM �<,�.� PtPEjjffR" FF�..ORME�D{B'Y: �Jt�a __-%CCERTIIFIED BY: DATE: j No+m : I_a\<J,� �r�ID�I� lGGc'e-d ,,J,__ Y-e-(CII1IJey t y I�GLL6e.� Qr-0fejrf v% ( IVd Pot 4606ow- 70c4ej ,. /..^ UU!! (L/�'�t /VQy. J'1'`�-'lr-C<L� 13�r, 6 .i r✓ld ./, }`.�' W �. /. ✓1'�fj� +�? CiN+' eJfYL 11,7r.- --- 1b//7�� /(�!(,`fri<h.tAAJ✓�11�"� �,. GREj 6R ANCHORAGE AREA BOP 'JGH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ONSITE SEWAGE DISPOSAL SYSTEM NAMEC_:==-✓1�✓/MAILING ADDRESS PHONE; LOCATION LEGAL DESCRIPTION SEPTIC TANK: DISTANCE NUMBER OF FROMWELL I/ MATERIAL_— .S/ MANUFACTURER _ COMPARTMENT J� � � fii �-� INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITY A -"'GALLONS. TILE DRAIN FIELD: %tel j' TOTAL LENGTH DISTANCE FROM WELtz FOUNDATION : -0 __NEAREST LOT LINE—ci' —_OF LINES f1' -_ — NUMBER OF LINES ��� DISTANCE BETWEEN LINES __ TRENCH WIDTH_il IN. TOTAL EFFECTIVE ABSORPTION AREA — `` ' SQ. FT. LENGTH OF EACH LINE DEPTH OF FILTER l�'c, ,/✓/i it c - ?s'a�7/> / i DEPTH: TOP OF TILE TO FINISH GRADE --Z;' "` MATERIAL BENEATH TILE —1 N. ABOVE TILE _ -4� IN. WELL: - ' Form EQ -032 TYPE— _--CONSTRUCTION DEPTH—___ DISTANCE FROM: BUILDING NEAREST NEAREST SEPTIC SEEPAGE FOUNDATION LOT LINE—,SEWER LINE—,TANK—,SYSTEM , CESSPOOL OTHER SOURCES APPROVED ___ DISAPPROVED REMARKS DISTANCES: DIAGRAM OF SYSTEM INSTALLED BY: f f '_%i' -i ;✓T SEWER LINE DEPTH: PIPE MATERIAL:= <'.,. LOT SLOPE: REMARKS DATE -'i ";/',p'APPROVED Form EQ -032 GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY PERMIT NO W 3330 "C" STREET ANCHORAGE, ALASKA 99503 11 F TELEPHONE 274-4561 SEWAGE DISPOSAL SYSTEM - APPLICATION AND PERMIT L - NAME OF APPLICANT r r ;�l? ' j�J C'r�(� S ��� MAILING ADDRESS -(� ��-� ��/�-1-=L PH ONES INSTALLATION LOCATION LEGAL DESCRIPTION -� 1 "� ✓'--� L -/C: �.� fj�%1'> -/; S'�- G /� J— 1, - INSTALLATION OF: SEPTIC TANK l_ -✓ �'J L SEEPAGE PIT DRAIN FIELD OTHER , TYPE AND SIZE OF FACILITY TO BE SERVED i FINANCED THROUGH TO BE INSTALLED BY 'jam - - , SOIL TEST RESULTS J' 'rt t�- ��'�l'� GIG �� NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL COMPLETION DATE ANTICIPATED TEST 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 SIZE TYPE SEEPAGE >. L%//� SEEPAGE AREA SIZE TYPE MINIMUM M - NI 1 0- [ AN ES, REQUIREMENTS DIAGRAM OF SYSTEM FOUNDATION TO SEPTIC TANK s FOUNDATION TO SEEPAGE PIT -.:��� DRAIN FIELD SEPTIC TANK TO SEEPAGE PIT WALL X-5 SEPTIC TANK �� SEEPAGE PIT '' `", DRAIN FIELD i f2 / TO NEAREST LOT LINE. f WELL TO SEPTIC TANK �/� %� SEEPAGE PIT "% /J / DRAIN FIELD � ALSO CONSIDER AREA WELLS. WATER MAIN TO SEPTIC TANK ��/� r SEEPAGE PIT DRAIN FIELD. / v SEPTIC TANK, Z /)Z2 SEEPAGE PIT �.I�,� , DRAIN TO RIVER, LAKE, STREAM. 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. G.A.A.B. OR LICENSED DESIGNER I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28.68 AND THAT THE ABOVE DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. i ` //� Lj1 DATE ,`-- / APPLICANT'S SIGNATURE FORM NO. EQ -016 I p L I I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28.68 AND THAT THE ABOVE DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. i ` //� Lj1 DATE ,`-- / APPLICANT'S SIGNATURE FORM NO. EQ -016 (fonstptue¢don Sreit -ab M "One test is worth a thousand opinions" 0020 TUDOR ROAD, ANCHORAGE, ALAOKA 00007 0 T¢LLPHONL 333.8472 Role No. 2 kation Lot 3 Block 2 Spendlove Tieca I3ieghts Sub. Sdop L ev ExIs ting Sheet of 11. 10. Nb, Operator Jim Mack Date_ Oci ober 29, 1973 Client Mr. Larry Taylor ®� Project Private Dwelling DEPTH CLASSIPICATYON SAMPLE 14LT' SYSTEM DATA LEGEND 1 2 3 5 6 7 G 9. 10 11 12 13 Sd )5 16 17 9d 147 '> 02 2a 22 23 p 26 Organic Overburden "Q bine to Medium Sandy Gravel Gravel 43 Moist GW -85 Sand Ground water between 8 & 9 ft only Dense Gravelly Silt -ML -moist Silt Clay Bottom of Test Hole Notes: The ground wai,e.r over- Organic lies Uric salty soils. Content 85 sq. ft. drainage area is roqu.ived per bedroom L'o.r a seepage pit. Tfie ground water Peat between 8 & 9 ft, could be eliminated if channelized int> tho adjacent runoff gully. Prost Water Table Municipality of Anchorage Development Services Department Building Safety Division P On -Site Water and Wastewater Program " 4700 South Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 196241OF& HAA # Expiration Date: Z�oy 1. GENERAL INFORMATION Complete legal description 'Lot 3. Block 2 Spendiove View Heights Location (site address or directions) 13391 Canyon Road Current Property owner(s) David & Terry Diftman Day phone 243-3345 Mailing address 13391 Canyon Road, Anchorage, AK 99516 Lending agency Day phone Mailing address Real Estate Agent Day phone Mailing Address Unless otherwise requested, HAA will be by DHHS for pickup. HAA picked up Gy: " 2. NUMBER OF BEDROOMS: 3 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ® Individual On-site Individual Water Storage ❑ Individual Holding tank ❑ Community Class Well ❑ Community On-site ❑ Public Water System ❑ Public Sewer ❑ The Municipality of Anchorage Department of Health' and Human Services (DHHS) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of title (except between spouses) on properties served by a single family on-site wastewater disposal and/or water supply system. DHHS also issues HAAs upon request to home owners. Certificates of Health Authority Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water sample results less than 30 days old. Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. (Rev. 11199) 4. 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 based on procedures outlined in the Health Authority Approval Guidelines for 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 further verify 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 applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm Pannone Eng Svc Phone 272-8218 Address P.O. Box 102954 Anch AK 99510 Engineer's Printed Name Steven R. Pannone, P.E. Date 10/30/2004 Engineers Comments: In conducting an adequacy test, I attempt to provide a thorough, conscientious of the system in accordance with MOA DHHS Guidelines & Regulations. The OF /a��s�♦1 engineering analysis reported results describe the performance of the system under the conditions encountered at the time of �OP�E the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soil condition, ground water levels that may fluctuate :' q g rH .' during the year, and the water usage of the family being served by the system. These conditions are �.....v •••••••••••••r••••• j outside the control of the evaluator of this system. All systems eventually fail and satisfactory test results }}yy do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects any Steven R%. Po nnon e #j J, :, 8 t a9 or encroachments. PES can therefore not provide any warranty for future performance nor give of how long the system will continue to meet the operational requirements of the ADEC or No. CE ,.• ��� .fiJJ�..IC)MOA .•' '� estimate The content of this benefits for the sole lwilll conf O ♦441144 \ upon r use of this report by any oHS. iabove. ther port erson or party not authorized nor any legal right whatsoever. 5. DHHS SIGNATURE Approved for bedrooms. Disapproved. XX_ Conditional approval for 3_ bedrooms, with the following stipulations: Ile f the constructed leachf ield in an A 11 lettor4 of non -objection Shall or ngmfly easement After all letters are - `' "fed to the On-site Water and Wasteu,atec program a final and unconditional approval will be granted. Additional Comments rrtin"'' .ti<<.•cY OF Ati„r%� Attachments: HAA Checklist Septic System Advisory Well Flow Advisory X Maintenance Agreement: Supplemental Engineer's Other By: E V Expiration Date: �t' o� (Rev.11W) AND V1iA51 tuvHl �� ; • PROGRAM _� Original Certificate Date: _/r or g Reissue Date: as Curtain drain 55+ F. COMM}`NTS *- Waiver 0401 G. ENGINEER'S) I certify that 1 ha review of Munici Wells on adjacen o s etermined through field inspections and T�; ti...._„ _..._.- - G9_. ecoids that the°above systems mein � ....�.,,.� •:�, -1 - ��' Steven R. Pa Engineer's Printed Name Steven R Pannone P E ♦j No CE 81 _ n_ . , �w �♦ � tP3 Date W T 10-30-04 ♦����FESS HAA Fee $ 3 0 t K0* Ler-� L 4 waiver Fee $ ( l Date of Payment /�i c0- Date of Payment I Receipt Number C(���J y r _ Receipt Nuumber (Rev. 11199) . ... D. LIFT STATION Date installed ze in ga Manhole/Access «-.._ ... "Pump on" level at _ _ in"Pu o 'level at _ _ in High water alarm level, at _ in Cycles to d Meets alarm & c rcud requirements? Datum _ E. SEPARATION DISTANCES mm . SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot .117- On adjacent lots 100+ Absorption field on lot 146:8 On adjacent lots 100+ N/A Public seviermanhole/cleanout _N-IAm Public sewer main m Sewer /septic'service line 1`00.5.'.Holding _9 tank 75+ _ SEPTIC/HOLDING TANK ON LOT TO: 4 SEPARATION DISTANCES,FROM Building'fouridation 15 Property line 42 Absorption field 15 T Water main NIA Water service line50 Surface water 85*77-7 Z Drainage 85* Wells on adjacent lots 100+ a�.� SEPARATION, DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 4.4 Building foundation 45 Water main NIA ,. J.w:'.n,.+KwlWYmu''+'hY,vtiA'ti,W.S�«n.x. CFMN<'Mf4%uyo}li^ap:,.�wr..W.m..M✓.:+"�ab.Yn 4 �%uw-Mw 4+w. N.uN T.Y 50+ Water Service line 55 SurfacewateF 497 Driveway',parking/vehic le st-o a • t I t 100+.,. Curtain drain 55+ F. COMM}`NTS *- Waiver 0401 G. ENGINEER'S) I certify that 1 ha review of Munici Wells on adjacen o s etermined through field inspections and T�; ti...._„ _..._.- - G9_. ecoids that the°above systems mein � ....�.,,.� •:�, -1 - ��' Steven R. Pa Engineer's Printed Name Steven R Pannone P E ♦j No CE 81 _ n_ . , �w �♦ � tP3 Date W T 10-30-04 ♦����FESS HAA Fee $ 3 0 t K0* Ler-� L 4 waiver Fee $ ( l Date of Payment /�i c0- Date of Payment I Receipt Number C(���J y r _ Receipt Nuumber (Rev. 11199) . ... Nov. I- 2004 ; : 4 3 P M Gayness EoairAerins Group !td. I -n17a p. - _. - Water Quality Testing Mile 32 Pataa:r-Wesllla Hwy. Midtown Co n rwnay Business Park Phone: (907) 74544 small! .a m Cllont: SGS Environmental Attn.: Forest Taylor Client io: 10466=1 PWS1D 4: Source: M.S.TIA 2004wi Sample Metric: Comments: Method Peremoter Units Results MDL dam I alePrepamd pateAnaryzed MCA SM 4500-NO3-E Total NOWNO2 mg& <MDL 0.50 10/13/04 10112/O4 10.0 I f Legend: MRL = Method Report Leval MCL = Max Contaminate Level B = Presantln MaMod Blank E = Estimated Value H =Above MCL D = Lodi to Dilution. Repo ea By on s'aul Campbell Lab Supervisor 7 MUNICIPALITY OF ANCHORAGE Office of Planning, Development, and Public Works Development Services Department ~ w Right of Way Division r cparh seat (907) 343-8240 Fax: (907) 343-8250 APPLICATION FOR LETTER OF NON -OBJECTION TO ENCROACHMENT (Instructions on back) PLEASE PRINT Dater Building/Land Use Permit #_ ROW Permit #- Owner Name: Mailing address: Physical address: Phone. (Home oflice/Mobile) a�fiJ' �3�f Facsimile: Subdivision: -5jjc'_�l �a,(L) Lot_ Block/Tract: Grid (s): 02 n/ 2 Section: Township: _ Range: Location or address of encroachment: i 339 l CotZ uo i Poll Type of encroachment: Type of drawi Submitted by: Other? aa7-3.Sz z PHOM kWER Please return the completed application with a copy of the as-built/site plan and the $115.00 application fee... A letter will be provided, however, there may be costs associated with any removal and/or repair associated with the encroachment which are to be bome by the Permittee. Obtaining letters of non -objection from utility companies is the responsibrTity of the Permittee. F OR US E BY THE RIG H T OF WAY PE RMIT OFFI CE Comments: Accepted by: IL4t_ Date: wOS o Fee received by: Date: Check no.: Approved/denied by Zoning Plan Review:. Reviewed by Date: Approved/denied by ROW: Reason denied: i oez Cash: — CC: ,_k,� Amt: Reason denied: 1/27/04 /L MunicipalityofAnchorage Development Services Department Letter of Non -Objection Instructions To properly process your request we need certain information to evaluate your application. Please provide the following documentation or annotate the documents with the additional information: 1. One copy of the application with all the information filled out. 2. One copy of the most recent property as -built survey. 3. Show location of the encroachment (fence, wall, building, shed, etc.) on the as -built survey. 4. Show the dimensions from the object to the property line and/or how far it projects into the easement. Also show the height above ground. 5. After notification that we are approving Your request contact each utility company that services your area Provide them a copy of your plans/as-builts so they may prepare a letter of non- objection to your encroachment(s). You are required to obtain the letters from the utility companies even though you may not think they have facilities on your property. Each company evaluates their own past, present and future requirements for your area. Do not obtain letters of non -objection until you receive notification from the Right of Way Division that your application for the Letter of Non- objection has been approved. 6. Please provide us one copy of the letters of non -objection from the utility companies. Checklist for Utility Companies Letters of Non -Objection [oik Anchorage Water & Wastewater Utility t$ 4700 South Bragaw Street Anchorage, AK 99507 See: Hallie Stewart, Fax: 343-8214 Phone: 343-8009 Chugach Electric Association, Inc. 1. 5601 Minnesota Drive Anchorage, AK 99503 See: Land Services, Fax: 762-4852 Matanuska Electric Association, Inc. P.O. Box 1148 Palmer, AK 99645-1148 See: Pat McRoberts, Fax: 761-9322 Municipal. Light and Power 1200 E. First Avenue Anchorage, AK 99501 See: Mio Johnson, Fax: 263-5804 Eyecom (Girdwood cable TV) 2121 Abbott Road Anchorage, AK 99507 See: Robbie Nash, Fax: 550-1630 Alaska Communications Systems 600 Telephone Avenue Anchorage, AK 99503 See: Greg Schmid, Fax: 561-8356 Matanuska Telephone Association P.O. Box 3550 Palmer, AK 99645-3550 See: Bonnie Bailey, Fax: 761-2646 Phone: 1-800-746-9510 Enstar Natural Gas Company P.O. Box 190288 Anchorage, AK 99519 Se: Manny Lopez, Fax: 562-0053 CI 7151 Fairbanks Street 1 ' Anchorage, AK 99503 See: Rebecca Colton, Fax: 786-9380 1/27/04 Zp pSIRIC! RONT W1 NC 4leK% SIM mu.0 S 0< REAR WII NF $FRAa( 30 ,ew,s r EST i 9�' o0 r. 2 3/S00' I to 6' SURVEY CERTIFICATION .��rr�►r►p�, rreparea oy PLOT PLAN �.•�(E.�..,,,, •4,♦ Robert E. Johns, Jr. & Assoc. veywml Rnymm>.R.,• •�P••"' ♦ Professional Land Surveyors u. Ia e„ue a n..e aw I ♦( ♦ Y ne.. mune „ ,w.we„..+.e.e..eea. „w„e.a.mu..wtnne„em. mx m enml.muwel.wLnee„... �/' -J.•; •' ♦ ♦ $42 E. AVE. 0. awl wwmwmywANCHORAGE, ALASKA 99501 / h same; 1 II _, 0 Rec. Lot S.F. Rec. Pm; Elle No. FOUNDATION AS -BUILT / " i I, ll M L ,mm. s. R•.•.y a my „m I i� / Date Surveyed: Drawn by. Checked by w 1 ..t.. ...... , ./ 11 / 0 3 / 0 4 REJ .ouneu Wn m M4 bl „e tlpl w• MmeNmi„ e•.Iww, ne.ee ` S, OB S UR A / Date Drawn: - .. Grid: W.O. „„•ea.n„w.eea mom• •♦ % 21-5 .''ojai 11/04/04 2942 �� . B47 FINAL STRUCTURE AS—BUILT I. RM•rt E .Mn•. J. I wy u,1M' Nm ♦♦ few - ••' cyJA Legal Description: h„. R.NennM „ A.-ewE .+wy 0 n• ♦ f ey p °na �� Lot . 3 r Block 2 a °mow,: a�,�amai°am"iOlo. e..�. Iw.„ �' �OYessiond �- �� Spendlove View Heights ❑ LOT SURVEY SURVEY TYPE SYMBOLS ❑ FWNDATION AS—BUILT El FINAL STRUCTURE AS—BUILT ' • SET REBAR � =FD DRAINAGE ASPHALT ❑ PLOT PLAN ... AS -BUILT ... LOT SURVEY ... TWO RIRAPHY O FOUND REBAR -8-� WOOD FENCE CONCRETE AS -BUILT RECERTIFICA110111 AS -11I -_N0 CMER&_Wr_ 00 ASSUMED ELEV. -X.%—X- METAL FENCE 722Z WOOD DECK PLOT PLANS & LOT SURVEYS 1 IT IS THE RESPONSIBILITY OF THE BUILDER OR OWNER, PRIOR TO ONLY THOSE IMPROVEMENTS ABOVE GROUND AND VISIBLE WILL BE CONSTRUCTION, TO VERIFY PROPOSED BUILDING GRADE RELATIVE SHOWN. FENCES, WELLS, SEPTIC CLMANOUTS, SIDEWALKS, DRIVEWAYS. TO FINISHED GRADE AND UTILITY CONNECTIONS AND TO DETERMINE ETC., ARE SHOWN IN THEIR APPROXIMATE LOCATION, ONLY. SNOW THE EXISTENCE OF ANY EASEMENTS, COVENANTS 'OR -RESTRICTIONS MAY PREVENT SOME IMPROVEMENTS "FROM "BEING SEEN AND LOCATED. WHICH DO NOT APPEAR" ON THE RECORDS 'SUBDNSI"ON` PLAT. I ALL DISTANE UNDER NO CIRCUMSTANCES SHOULD AN "AS -BUILT BE USED FOR CONSTRUCTION OR FOR ESTA9UsNING'SOUI.4D'ARY'OR' FENCE LINES. THE SURVEYOR TAKES RESPONSIBILITY FOR THE INITIAL TRANSACTION ONLY AND ASSUMES FINANCIAL LIABILITY ONLY FOR THE COST OF THE S.; RVEY. LISTED DISTANCES PREVAIL OVER'SCA*UNO. REPRODUCTION MAY CAUSE ERRORS 'IN SCALE.-` -' a MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION DIVISION OF ENVIRONMENTAL HEALTH CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY 264-4720 Application Date 1. GENERAL INFORMATION (a) Legal Description (include lot, block, subdivision, section, township, range) Locations (address or directions) [ I f ^ f /� �,✓ t`w U�"6 (b) Applicant Name U>_, f�J vVj41% Telephone: Home x� BusinessL' Applicant Address (c) Applicant is (check one): Lending Institution; Owner/builder ®; Buyer EJ ; Other Cl (explain); 1-14-S. 3 :'+l r ._ f It— Telephone (d) Lending Institution _ " ��___ ----- Address (o) Real Estate Company and Agent Address _-_.___-__—_ Telephone (f) Mail the HAA to the following address: 2. TYPE OF RESIDENCE Single -Family Multi -Family C� Other Number of Bedrooms — 3 3. WATER SUPPLY Individual Well Community G7 Public El Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 4. SEWAGE DISPOSAL Onsite Public 0 Community CJ Holding Tank L7 Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 72-025 r 1 v a4 r Page 1 of 2 5. ENGINEERING FIRM PnOVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION N V� 6 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 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 further verify 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 _G?a✓�c+ Address Date l �. Telephone .J 6�`�0000eoa o° VV�qq''yy A f9 �°VVo°° oOo �✓© K e' r3ooe°000 0000 otio 0 00 �y °° U AyVy�Nr' EAA pfii SON n 1 ad Jar!^��s�` ©� Profess 1;5 ®HEP APPROVAL Approved for - bedrooms by ` r -' a Date Approved w_ Disapproved _ Conditiona : _ Terms of Conditional Approval _. CAUTION Engineer's Seal �Iej 8 The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Flealth Authority Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHEP 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. Page 2 of 2 MUNICIPALITY OF ANCHORAGE MUNICIPALITY OF ANCHORAGE (MOA) DEPT. OF HEALT11 & HEALTH AUTHORITY APPROVAL (HAA) ENVIRONMENTAL PROTECTION CHECKLIST - FEBRUARY 1984 , , f-, 264-4720 07 1985 A. WELL DATA Well Classification If A, B, C, D.E.C. Approved (Y/N) Well Log Present (Y/N) _dub Date Completed �4�G� Yield • b ill ,� id Total Depth u�t1[ArDW� Cased to Depth of Grouting �ON� Static Water Level 3 I Pump Set At �•f�f►++� t/ �® t Casing Height Above Ground Z•4 Sanitary Seal on Casing (Y/N) 7 �§ Electrical Wiring in Conduit (Y/N) �10 Depression Around Wellhead (Y/N) Separation Distances from Well: To Septic/Holding Tank on Lot ©O On Adjoining Lots L®A f To Nearest Edge of Absorption Field on Lot job 4" ; On Adjoining Lots too R 'hM To Nearest Public Sewer Line A1d*0*4111116 To Nearest Public Sewer If Cleanout/Manhole _ A ®A✓AS! — To Nearest Sewer Service Line on Lot / + Water Sample Collected by _ 1% P. 0%60! ; Date Water Sample Test Results / a,Qr�� Ol�v► Comments * r , e ;"r on t Msr dof B. SEPTIC/HOLDING TANK DATA Date Installed q 7 Size No. of Compartments Z. Standpipes (Y/N) Air -tight Caps (Y/N) _—T!aspaFoundation Cleanout (Y/N) 5 Depression over Tank (Y/N) Date Last Pumped 7/19 Pumping/Maintenance Contract on File (Y/N) for Holding Tank High -Water Alarm (Y/N) Temporary Holding Tank Permit (Y/N) — Separation Distances from Septic/Holding Tank: y To Water -Supply Well — If 0To Building Foundation • To Property Line #*a a �" To Disposal Field 1 t `f" To Water Main/Service Line 1��/`t' /To�Stream, Pond, Lake, or Major Drainage Course 11261 t p4r#IQf- Cd('t. tn/Q,qX �t T"Jl® 1x3e51(Of qae&ife . Comments Page 1 of 2 72-026(11184) C. ABSORPTION FIELD DATA Q D ` Soils Rating in Absorption Strata ZS � �;13 •ry . Type of System Design Date Installed / �g� �AO Length of Field 40 fX1 N^ -1'6 qa' New Width of Field Z �, Depth of Field Q Gravel Bed Thickness ��r? c Square Feet of Absorption Area / 00 ieVJ Standpipes Present (Y/N) cs Depression over Field (Y/N) — Results of Last Adequacy Test Separation Distance from Absorption Field: v Date of Last Adequacv Test To Water -Supply Well / �dfCD. ' 4- To Property Line (D o r + To Building Foundation To Existing or Abandoned System on Lot j%s,,lrle5 On Adjoining Lots 100 M .j. To Water Main/Service Line �iJ 0 1 'f" To Cutbank (if present) IVdIy49 To Stream/Pond/Lake/or Major Drainage Course -/00 1 4 rotA SM41 e we;*St do o c� 410% To Driveway, Parking Area, or Vehicle Storage Area / 11 Comments C.r-0.;w dinA:,w ►osid �e -k e-4iVer -bPAMAE-! LAJAL .P •Fr, 46 � ` 1 MDQ D. LIFT STATION J tl J Date Installed Dimensions Size in Gallons Manhole/Access (Y/N) "Pump On" Level at "Pump Off' Level at High Water Alarm Level at Tested for Electrical Codes (Y/N) Comments ** Check Permitted Bedroom Rating Against HAA Request ** Vent(Y/N) Pumping Cycles during Adequacy Test. Meets MOA I certify that I ave c erifi or conformed to all MOA and HA guidelines in effect on the date of this inspection. Signed y� Date Company r Iv G1 G MOA No. S% 49 0+� Receipt No. S 56— Date of Payment Ori/ St S Amount: $ Lls 0 0 Page 2 of 2 72-026 (11/84) e�ow �a p ©CIO� 49-6 4* .� ••• •TT••seo oeojn�y W NE ENDERSON a u �16�A CE -4488 •e•.. f� IV Engineer's Seal ® - Dr.. _:RECEIVED INSPECTION APPOINTMENTS &�t4bw5 yl(=M) 'TIME TIME TIME - -- --- - --NUMBER OF BEDROO 2I 'SINGLE FAMILY ❑ One ❑ four LD Other_T DATE DATE DATE /Two l� Three ❑ Six - 7. 'WATER SUPPLY LR INDIVIDUAL* _ _ *ATTACH WELL -LOG. A well log is required for all wells drilled - INSPECTOR INSPECTOR INSPECTOR depth (attach log if available.) MUNICIPALITY OF °ANCHORAGE MUNICIPALITY OF ANCHORAGE DEPT. OF HLALTH & DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTI(NVIRONMENTAL PGU(ECTION /J 625 L Street - Anchorage, Alaska 99501 • AUIG 2 ENVIRONMENTAL SANITATION DIVISION NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. Telephone 264.4720 R II D REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWERAfTE DIRECTIONS: Complete all parts onpage1. Incomplete requests -Will not be processed. Please allow ten (10) days for processing. -- 1.--PflO RTYOWNER ,._ -. - - - PlH/ONE -- MAILING ADDRESS - p,v..D� �t- �y �,�c�l /�s�a q9c_09 T J PROPERTY RESIDENT (if different from above)-_ - PHONE - 2. BUYER PHONE MAILING ADDRESS v 3. LENDING INSTITUTION PHONE AH FC MAILING ADDRESS 4, REALTOR/AGENT - - - - --- - 4,46 A tSR1�4� c 1 s Ill u�1 I�-� PH ONE - - MAILING ADDRESS,` - L 5, LEGAL DESCRIPTION Co -r ikoae 2- &�t4bw5 yl(=M) STREET LOCATION Cw4or� t<19, XC� stcfr( \ Ot�ya IAC h90z_ M ojm 6. TYPE OF. RESIDENCE- -- - - - - - -- --- - --NUMBER OF BEDROO 2I 'SINGLE FAMILY ❑ One ❑ four LD Other_T ❑ Five ❑,�, El MULTIPLE FAMILY /Two l� Three ❑ Six - 7. 'WATER SUPPLY LR INDIVIDUAL* _ _ *ATTACH WELL -LOG. A well log is required for all wells drilled - ❑ COMMUNITY since June 1975. For wells drilled prior to that date, give well ❑ PUBLIC UTILITY depth (attach log if available.) -8. SEWAGE DISPOSAL SYSTEM- Q-' INDIVIDUAL/ON-SITE** J _2 _YEAR ON-SITE SYSTEM WAS INSTALLED: ❑ PUBLIC UTILITY NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 72-010 (Rev. 6/79) - - - - I THIS SIDE FOR OFFICIAL USE ONLY 1. TYPE OF RESIDENCE ❑ SINGLE FAMILY ❑ MULTIPLE FAMILY NUMBER OF BEDROOMS ❑ ONE ❑ THREE ❑ FIVE ❑ OTHER ❑ TWO ❑ FOUR ❑ SIX 2. WATER SUPPLY ❑ INDIVIDUAL ❑ COMMUNITY ❑ PUBLIC UTILITY Connection Verified PERMIT NUMBER DEPTH OF WELL DATE DRILLED LOG RECEIVED 3. SEWAGE DISPOSAL SYSTEM ❑INDIVIDUAL/ON -SITE ❑PUBLIC UTILITY Connection Verified PERMIT NUMBER DATE INSTALLED 16—? INSTALLER ❑Septicay❑/k or ❑ Holding Tank Size: fY If Tank is homemade give dimensions: SOILS RATING TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA MATERIAL 4. DISTANCES WELL TO: Septic/Holding Tank Absorption Area Sewer Line Nearest Lot Line Absorption Area to nearest Lot Line 5. COMMENTS U; ---'APPROVED FOR Z BEDROOMS ❑ CONDITIONAL APPROVAL (letter must accompany certificate) ❑ DISAPPROVED DATE BY 72-010 (Rev. 6/79) i MUNICIPALITY LI ANCHORAGE MUNICIPALITY OF ANCHORAGE MDEPT, far r -PLlil FA DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTIDINyIRONMENIAL PROI"LCTION 825 L Street -Anchorage, Alaska 99501 AUG 13 1979 ENVIRONMENTAL ENGINEERING DIVISION Telephone 264.4720 EE VV OF INDIVIDUAL WATER AND SEWEIr1E REQUEST FOR APPROVAL DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing. 1. PROPERTYOWNER - - PHONE e—S--. - —' ci 6 MAIL ADDRESS PROP RTY SIDENT (If different from abov PHONE 2. BUYER _ PHONE MAILING ADDRESS 3 _ LEN 3. I G_ST TUTION - - - - - L PHONE - Alp�} �! 6a 1l >< 6 - o -_� to MAI G ADDR SS since June 1975. For wells drilled prior_ to that date, give well oa depth (attach log if available.) 4. EALTOR/AGEN �)' V) 1 —_L�c ` 1� Aj- 8 ti PHONE E MAILING ADDRESS _ L, 5 Z— n C 14-) rx C'_ L V, q 9 Cj i B. LEGAL DESCRIPTION -- - - - - - - - - - - _ 43 STREET LOCAT ON l = B. TYPE OF RESIDENCE - - J NUMBER OF BEDROOMS ❑ One ❑ Four ❑ Other `'Sk::�_SINGLE FAMILY ❑ Two ❑ Five ❑ MULTIPLE FAMILY Three ❑ Six 7. WATER SUPPLY -- -- - - -- -- - -- - >K_ INDIVIDUAL* * ATTACH WELL LOG, A`well tog is required for all wells drilled ❑ COMMUNITY since June 1975. For wells drilled prior_ to that date, give well PUBLIC UTILITY depth (attach log if available.) B. SEWAOE ISPOSAL.�.VSTEM - INDIVIDUAL/ON-SITE** **If individual/on-site, give installation date;�� [ �. If system is over two (h2) years old I ad quacy test is required ❑ PUBLIC UTILITY by this Department. NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. THIS SIDE FOR OFFICIAL USE ONLY INSPECTION APPOINTMENTS DATE RECEIVED TIME TIME TIME DATE DATE DATE INSPECTOR INSPECTOR INSPECTOR DIRECTIONS: 1. TYPE OF RESIDENCE ❑ SINGLE FAMILY ❑ MULTIPLE FAMILY NUMBER OF BEDROOMS ❑ ONE ❑ THREE ❑ FIVE ❑ OTHER ❑ TWO ❑ FOUR ❑ SIX 2. WATER SUPPLY ❑ INDIVIDUAL ❑ COMMUNITY ❑ PUBLIC UTILITY Connection Verified PERMIT NUMBER DEPTH OF WELL DATE DRILLED LOG RECEIVED 3. SEWAGE DISPOSAL SYSTEM ❑ INDIVIDUAL/ON -SITE ❑PUBLIC UTILITY Connection Verified PERMIT NUMBER DATE INSTALLED INSTALLER ❑Septic Tank or ❑ Holding Tank Size: 10/0 6 If Tank is homemade give dimensions: SOILS RATING TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA MATERIAL 4. DISTANCES WELL TO: Septic/Holding Tank jAbsorptilon Area Sewer Line Nearest Lot Line Absorption Area to nearest Lot Line 5. COMMENTS Ulel�APPROVED FOR BEDROOMS ❑ CONDITIONAL APPROVAL (letter must accompany certificate) ❑ DISAPPROVED DATE (� ^ BY (Title) LEGAL DESCRIPTION 72-010 (Rev. 3/78) MUNICIPALITY OF ANCHORAc:. DEPARTMEN DF HEALTH AND ENVIRONMENT. 'ROTECTION 825 L Street, Ancho.r_aup. Alaska 99501. 264-4720 Date Received: 1kl: Time 1k2 Time 1k3: Time Date Date Date -- Insp Insp _— Insp REQUEST FOR APPROVAL OF INDIVIDUAL SEWER AND WATER FACILITIES 1. Lending :Institution Request: National Bank of Alaska Mailing Address: Post Office Bose 3--3859 99509 _ Phone: 279--2506 2. Property Owner: Ron Hamberger Phone: Mailing Address: 3 4 344-3817 Legal Description: Lot 3 Block 2 Spendlove View Heights Subdivision Single Family Residence: $ ) Multiple Family Residence: ( ) Number of Bedrooms: Four Number of Bedrooms: 5. Well System: individual Wel]_ (x) Permit 1k Depth of Well Construction ON Community/Public Sys Lem ( ) Well Log on File ( ) Bacterial Analysis Sewage Disposal System: on-site System (x) Public Utility ( ) Permit 1k Installed 1974Installer Septic Tank Size Manufacturer Absorption Area Soils Rate _ Material 7. Distances: Well to Septic Tank _ to Absorption Area _ to Sewer Line Nearest Lot line Absorption Area to Nearest Lot Line Page `.('wo Department of IIea_tth and Environmental Protection Request for Approval. of Individual. Sewer and Water I'acilitie Legal Description: Lot 3_ BlockSpendlove View Heights Subdivision Comments : _ No_perc -test_ conducted.i Affadavi-t. Attached: Letter. Attached: ( ) Approved- - �5 - -- -- –_ — Date: L)isapproved: �ml���Q____ Date: September 22, 1977 Department Worksheet:: MUI\liCIPAL_I i Y OF ANC HORAC7F DFPARTM):N r OF f, PS,%, ROIdNiEf;' i ({ O.UAL.ITy 1.1.8 '.l'r,.'.;)r 11_0,�(i Arichoraf;e, Alaska 99503 REQUEST FOR APPROVAL OF INDIVIDUAL SEVVER and VVATEF; FACILITIES 9. Type of Inspection: C:MRO � _ VA _ z. Property Owner: ,__Ronald Lee Hamberger Mailing Address: 3. Name of Buycr: --Charles-,H. Wallner Mailing Address: __3730 Rhone 4. Name of Lending Institution: National Bank of Alaska Mailing Address: __- P.D. Box 3-3859 5. Name of Realtor or Agent: _Alaska Associated Realty, Inc. Mailing Address: 6. Legal Description: Lot 3, Block 2, Spendlove View Heights Location:._-__ Upper DeAromoun Rd. s 0 Type of Facility to be inspected: SFR Water Supply Type of Supply: Public, Utility If Individual, number of dwellings presently served If Individual, depth of well Sewage Disposal System Type of System: Public Utility If Individual, date of installation E -0 -CM (1174) F FI A CONV .-_XX Day Phone _ 344-3817 Day Phone 274 3556 Phone 279 2506 X21 Phone 274-3556 No. Bdrms. X 3 Individual _-- X X Individual (on-site) __ Banlcoo Mortgage Loan Department: Box 3-3859 a Anchorage, Alaska 99501 • (907) 279-2506 November 8, 1977 Department of Health and Environmental Protection 825 "L" Street Anchorage, Alaska 99501 Re: Lot 3, Block 2, Spendlove View Heights Attention: Robert C. Pratt MUNICIPALITY OF AfJCHO rsG DEPT. OF HEALTH E4 ENVIROI�iv';�i�!Il;L F'rcOIcCTION Per our conversation of 11/8/77 I am returning this disapproval for a correction to an approved system. Thank you for your assistance in this matter. Sincerely, Shirley Ak,�ons Assistant Cashier OFFICES STATEWIDE c74 oot-oes ():tuber 213p 1.977 iton Star Routo A Box 305-X Anolia3rages AJASka 99 507 Subj ec t; Lot 3 Block 2 Spand love View lleicjht:s Subdivi:si,ou '?'lica adequacy test perfor re.,tett on your sower. system. Cannot be, approved. Your sewer system consimti.i- of' a sapt;ic, tank and seepage Pit. The, test :puss. by 11 & M Eingineering is not cm aduqua7te tost> for this type of sower systel-It. j3( -,fore cro can xiaku any Judgement on your existing 4syst eM, Ctrs will nae;, to have a porcolatiors test run by ono of tile- bnrpj,ai.ztci companies in Asdiorage. if there aro any further ciue,stions, P]euig(> cOntaCt this office at 2614-2740. Robert C. Pratt? RO;v ;tunit:ar ion stC�P/i,��z Cc.- 1,1ziti_ona.), i3ank of Anchorage Shirley A. vlone€s Post. Off ce Box 3--3059 99509 Ba Mortgage Loan Department: Box 3-3859 • Anchorage, Alaska 99501 • 19071 279-2508 October 24, 1977 MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH & ENVIRONMENTAL PROTECTION Municipality of Anchorage Department of Health & Environmental Protection 825 "L" Street 4th Floor - West Anchorage, Alaska 99501 ATTENTION: Robert C. Pratt RE: Lot 3, Block 2, Spendlove View Heights Dear Mr. Pratt: On September 22, 1977, you sent us a disapproval of our re- quest for a health authority approval on the above property. Attached is a report from R&M Consultants, Inc., of the test they made on the septic system on August 24, 1977. If this report will clear the requirement for the perc test, please send us a letter of approval. Should you have any questions, please call me. Sincerely, Shirley A.(J�nes / Assistant Cashir 279-2506, Ext. 43 OFFICES STATEWIDE F74-004085 OCT 3G 1977 RECEIVED Nx7'Z O 1'11 Z. Ba Mortgage Loan Department: Box 3-3859 • Anchorage, Alaska 99501 • (907) 279 2506 October 6, 1977 Municipality of Anchorage Department of Health and Environmental Protection 825 "L" Street Anchorage, Alaska 99501 ATTENTION: Robert C. Pratt RE: Lot 3, Block 2,Spendlove View He�hts Dear Mr. Pratt: r: N1UNfCDEPIItUF t1EA1:0 . PI�U1FC,fIC�N On September 22, 1977, you sent us a disapproval of our request for a health authority approval on the above property. Attached is a report from R&M Consultants, Incorporated of the test they made on the septic system on August 24, 1977. If this report will clear the requirement for the perc test, please send us a letter of approval. Should you have any questions, please call me. Sincerely, Shirley A. )nes; Assistant CashieV 279-2506, Ext. 21 OFFICES STATEWIDE Fla 001.085 I '" f1UN ICI {'AU 1'Y OF ANCHORAGE Y.Am ,.EPARi"P^E OF HFAt-TH ANIS CNVi'RONMFN PRO'I"CC T fON 825 L S)tre(?t , Anchorage, Alasr.a 1)950.1- ')79-2511f )9:501.;)79-2511, e:ci_. 2'24 or 225 Date Received .i CE>c} ; August 19, 1977 T.-i.iiE'3��. i Time: T.}Et e X327 %Tuesday ' Date Da'cr 1--p lzlsjj I REQUEST FOR APPROVAL 01?`INDIVIDUAL SEWER AND WATER FACTLIT.Cl,1S .- l: 1,emding Im4t.iLuLioZl RequeaL. 'National Bank of Alaska I Nlrr ).;"iiy t�ciclLci� P.O. Box 3-3859 99509 i'honE s 279-2506 ; Property �:�zles : i n JRon �Hamberger Photac e 344-3817 -� 'Mail. i -ac; Ac,la-re_s F,, 341 Lega, ,-esc i_p.,:,,01A-Lot 3 Block 2 Spendlove View Hgts. 4 ' S:irigIe. family Re-idence . (x) t4itlriber of Bedroomse t4u1 t it�le .>~atl�il1% iterOdenc: , : ( ) lumber of Bedr. ooi s . - i : t�7�i'1 S Mt Y'S- ,erl: Individual We11 (X) Conu:itis mlny/Pui;l ;,y. c;tem ( ) Pexm.it: if D t of We 1.). Well Log On ri-_to ( ) Coilstrljct..i.o11 BacLer.ia7. Analysis G<' erVkage Sy,,tern. Ori•-sit.c: SysLem (X) k'ub:l-ic Utility ( ) }'E:`.t'ilti.l IT _;Inst:alled S e,p1" .0 `1'0 _11. size 00 U____. _ Manofac'Lurc'_J:' i ' ,..la.oriai--],C7Y1, Area �,� C;cj].1.F3 P£1tF Mi3tt.[.1.a1 7,i DistarAce: Well t.cj Septic Tark, to Absorption Area 1. Type of Inspection 2. Property Owner: Mailing Address: 3. Name of Buyer: 4. MUNICIPALITY OF ANCHORAGE DEPARTMENT OF ENVIRONME-VITAL 6UALITY' Anchorage, A+m*e-94" `.21111456'1 825 "L" street 7.79 2511 825RKTElU@8'feF0R APPROVAL!'Olr INDIVIDUAL SEWER and WATER FA�I)*ITIES CMRO VA FHA CONY / 6 - Day Phone . 3 -Y d %Z Mailing Address: —_— Day Pho ,e� Name of Lending Institution: �)% - A Mailing Address: Phone 5. Name of Realtor or Agent: �� e -s—� os C< x a �_u Jl'>-�--t_ A 7 Q Mailing Address: Legal Description: <J Phone d 7Z- 3,1 -fl, _ Location: Type of Facility to be inspected: CY� r Water Supply No. Bdrms. 17Z Type of Supply: Public Utility Individuai If Individual, number of dwellings presently served _ If Individual, depth of well Sewage Disposal System s Type of System: Public Utility Individual (on-site) i If Individual, date of installation % 2 — /7? EQ -037 (1/74) P a . (JP J.'Wo 1-jealtli and, I-nvironmen--al. Protection Request for Approv,L]. Of I'lldiviclual Sc -,vier and llvlat-er FcixcilAtios Legal Desm--iptlion. ......... . ....... ,eti-or At--LaWlloci- /q)proved: n a t. ........... DiSapp -I oved Date - DepcArtmeni: Wockshec-L: ept ombe r fir 1977 National Lank of Alaska Mortgage Loan Section Post 09fice Box 3-3059 ,Anchorage, Alaska 99509 wubJ00t:; Lot 3 Blook, 7 SpendlOVe View 11ei.« ht£i Subdivision Tho request. for a three (3) bedroom single family residence is satisfactory wi.tit this department. n0fOrc we c"n issue an approval, we will require a pure test On the Qxi.sti,rirt 1.30 Or system. See the enclosed instructions. If the POM t Ost should fail to meet the aciequacty test an uj.)ctrcade of the stower sys om would be nec ovAsar y. if there are any further questi_ons, please cor►tact this oii:irxe at 2134--4720. Sincerely, RObert C. Pratt, R.S Sanitarian mr/Iji, cc: Ron jer Charles 1-1. Wallner 3730 Phone Circle 9950 ZVATIONA-L. Mortgage Loan Department: Box 33859 • Anchorage, Alaska 99501 • 9071279.2506 gtiskt.,, 1977. >'3 MUNICIPALITY OF F;NVN 7NMENJ,1L t ficCTIOIV Department of Environmental Quality 825 "L" Street Anchorage, Ak. 99501 Re: Lot 3, Block 2, Spendlove View Heights Attention: Les Buchholz Dear Les: AUG' . `i� Per your conversation with Dr. Wallner, we are submitting a new request for health authority approval based on a three bedroom dwelling. If there are any questions, please call. -Sl1i ey A.nes Assistant /(shier 0 , \r OFFICES STATEWIDE s G0NSlJ1_:fANTS, INC [N 4'INE C -RS 'SLA ^1N ER�t !!V.VEYC-i August 25, 1977 S02.1 CORDOVA a BOX n087 tl W.CHORAGE. ALASKA ')9562 '! PH. 90/-2)9'04a3 ■ TL)(. 090'25360 R&M No. 751525 Ann Hamberger SRA 385-X Anchorage, Alaska Subject: Adequacy Test on Existing Septic System, Spendiove View Heights, Lot 3, Block 2 Dear Mrs. Hamberger: On August 24, 1977, at your request, we conducted a test of the septic system on the above described property. During the test, the liquid level in the septic tank was monitored while 200 gallons of water were added to the system through the septic tank standpipe. The following table represents the level of liquid in the tank. SUMMARY OF MEASUREMENTS Time Level of Liquid Meter Reading Below Top of Standpipe in Gallons 9:50 4.25' 6592.9 9:57 4.2 ' 6618.1 10:45 4.2 ' 6792.9 The meter used during the test was a Rockwell 5j8" standard water meter which had previously been calibrated by R & M Consultants, Inc. If it is assumed that the existing three bedroom residence will house six people, the average load on the disposal system can be expected to be 450 gallons per day or .31 gallons per minute. The system in question accepted 200 gallons, or nearly one-half of the average daily load, in 55 minutes. During that time, there was no significant rise in liquid level in the tank. This indicates an acceptance rate of 3.6 gallons per minute at the time of the test. Since the house on the property was occupied, it can be assumed that the leach field was at its normal degree of saturation. We conclude that the system is disposing of effluent at an adequate rate for a three- bedroom residence. ANCHORAGE FAIRBANKSJUNEAU VALDEZ WASILLA We appreciate this opportunity to be of service to you. Please contact us if you have any questions concerning this test or this letter, or if we can be of additional service. Very truly yours, R & M CONSULTANTS, INC. Stephanie Hoag Jim McCaslin Brown, Ph.D. Staff Geologist Head, Earth Sciences Department SH/JMB/gld te* '.P.• :�StN+.il,� .!''4z.. ,q T �!OnLlb�,ua on -2,Q.iJ y "One test is wort{+ 9 ehos+sand apiniovu 8820 TUDOR ROAD. ANCHORAGE. ALASKA 00807 0 TCL CP"O"K 533.9472 October 30, 1973 Mr. Larry '.Taylor 6la_51 Carlos Drive Anchorage, Alaska Project: Lots 2 & 3 of Block 2 Spendlove View Heignts Subdivision Subject: Subsurface Soils Investigation Dear Mr. Taylor: Transmitted herewith are the results of the soils investigation performed on the Subject Project ras per your request. fest pits were excavated on eacn tor, wi.Gn a backhoe to a depth of minus 14 fee:;. Sandy i;rav s w*.ti. v,�ring amounts of silt were found to a deptl�i oaf r;i. :us c; :'ce,, in eacii test pit. Dense gravelly silts occur below the grave; s. A :,;rcu,ld water condition was encountered between 0 rz ri t.'er ire Lot tl 3. This ground water is most li.{eiy due to tr e ad j ac0rr ; s cr :,a c�,annel and could probably be elimi.riated by constructi..n o:' a c:�annei to Glie adjacent gully on the }-iigi:ier pur'Glon of I,1're _,.o�,, No �,;r'oand wa'�er was found on :mot; # 2. Tine sandy gravel irayer above: minus 9 feet can be used for seepage pit c;oi+struetton un Uc,!.t: lots i:' erre ground water corrditiun is eliminated. `.C'rCsr r,ravel: are most suitable .for founda- tion subgrades. you have any ciL,estions, please contact; our office. Very truly yours, CONS"hUCTlON TEST LAB Fames D. Mack Lab Manager JDM/ ern oncl: