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Home My WebLink AboutMANN #2 BLK 6 LT 2Mann #2 Block 6 Lot 2 #020-051-21 w'm �rrI c,wv Municipality of Anchorage Community Development Department Page( Of 4700 Elmore St. • P.O. Box On -Site Water and Wastewater Program 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsite • (907) 343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: (2.S /1 / 2%/ PID Number: 020 —4Y55/ -/ D ❑ New ['Upgrade Name: Fprh rwrl ABSORPTION FIELD Deep ❑Shallow Trench ❑ Dee Trench ❑ Bed ❑ Mound Other Add ess 3 5 Hw i * Phone Number of Bedrooms ly Soil Rating 3.() GPDISF Total depth from original grade 1'0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade FL Gravel depth beneath pipe Or S Ft Subdivision - M ahn # v Block Lot % Z Fill added above original r de r 7., — Ft. Gravel length ytl Ft. Township Range Section Gravel width 510 Ft, Beds: Number of Lines / Distance between lines / Ft SEPARATION DISTANCES To From Septic Tank Absorption Field Lift Station Holding Tank Sewer Line Total absorption area ?Z 00 Ft' Number of trenches / Dist. between trenches / Ft. Well 100 1 / UO r 1099 I4 r/ Sp / TANK ❑ Septic [IS.T.E.P. El Holding [I Other Manufacturer Capacity Surface Water l t7d I {- / t'(7 r� Cpa I NA Gal. Material Number of compartments Lot LineLt0 t� ff / I F, o I`4 Foundation 2L7 7- 7D LIFT STATION Manufacturer Capacity Curtain Drain L(V) k MVu h Gal. Remarksy a �� L t M S /! , I �o • C 1 Pump on level at I Pump off level at in. High water alarm at in. S� `+ rM Pump l Electrical Inspections performed by Installer / II Mf 42 it AL/41 0 er 4 n'/ PIPE MATERIAL House to tank Tank to drainfield Drainfield ) p CO/MT y Inspector —"I CC /SlN d 4 C BENCHMARK (Assumed elevation) tvp ft Inspection x dates: 3b - Location and description p (? w rw wri q'w 7r COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Conditional Approval: Date Ewe OF At k� 49TM e•s.. /Si �' �•• sa �,• MICHAEL N. ANDERSON•:� l+i�'rp�F,•ce Z �,��r A♦ Approved pp Date w'm �rrI c,wv Permit No. OSP111211 Page 2 of 2 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 Anchorage, Alaska 99519-6650 Telephone: 343-4744 On—Site Wastewater Disposal System and/or Well Inspection Report Legal Description: MANN #2 BLK 6, LOT 2 PID No.: 020-481-10 / MANHO VALVE \J • MARK /A B GRNO. PIPE \ ELEV. ELEV. \ 63 153 101.5 MT2 88 179 1101.5 / MANHO VALVE \J • MARK /A B GRNO. PIPE ELEV. ELEV. MT / 63 153 101.5 MT2 88 179 1101.5 100' WELL RADIUS \ — r \. A BENCH, GA4GE SLAB/ �B 1 \ J \ I \ I —I-----__ pro / —'—, L—> -----__ 07 _ 4--------__ -- / / ML .. ASBUILT SCALE: 1"=20' e 49 TH 7 °; �°,MICHAEL N. ANDERSON? ssla �; On -Site Wastewater Disposal System Permit MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: OSP111211 Tax Code Number: 02048110000 Work Type: Septic Upgrade Permit Effective Dates: October 07, 2011 to October 06, 2012 Design Engineer: ANDERSON CONSTRUCTION & ENG'G Subdivision: MANN #2 Site Legal Address: MANN #2 BLK 6 LT 2 G:3237 Owner/Address: INGRAM FORNEY H III & MICHELLE L 16301 ST JAMES ST ANCHORAGE AK 995160000 Site Mailing Address: 16301 SAINT JAMES ST, Anchorage Lot Size in Sq Ft: Total Bedrooms: This permit is for the construction of: 45000 4 Y Disposal Field N Septic Tank N Holding Tank N Privy N Private Well N 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 wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Issued By: _�� G61C Date: O% &br Date: Municipality of Anchorage P.O. Box 196650 0 4700 Elmore Road Anchorage, Alaska 99519-6650 • (907) 343-7904 0 Fax (907) 343-7997 http://www.m un i.org/Onsite Development Services Department On -Site Water and Wastewater Program 0enr ,, yp F, L. cu n ro Department * * * * VARIANCE/WAIVER REVIEW * * * * Waiver#: OSP111284 COSAM PID#: 020-481-10 Legal Description: Mann #2 Block 6 Lot 2 Engineer: Mike N. Anderson Applicant: Forney Ingram Permit#: OSP111211 Your request for a waiver of the requirement that the absorption field be built parallel to the contour lines has been approved. See the approved designs for the location. This waiver approval applies to the proposed absorption field only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. ............................................................................... Waiver is Granted: X Waiver is not Granted: Date: l ° 7 l/ Approved by: L�— �z), Z,1,, Name of Reviewer Rec#: 146420 Amount: $200.00 Date Paid: 9/30/11 **** VARIANCEIWAIVER REVIEW **** MUNICIPALITY OF Community .Development Department \ /' Development Services Division On -Site Water & Wastewater Program Mayor Dan Sullivan ON-SITE SEWER/WELL PERMIT APPLICATION v FOR A SINGLE FAMILY DWELLING Parcel I.D. i✓�(i-�{�/-I C Phone: 907-343-7904 Fax: 907-34.3-7997 Property owner(s) FO r IAL -e u T=y\ a r &wl Day phone Mailing address Site address Legal description (Sub'd., Block & Lot) M oh n * Z C3 L C2, Legal description (Township, Range & Section) Lot Size Sq. Ft. Number of Bedrooms_ THIS APPLICATION IS FOR: THIS APPLICATION IS AN: (N all that apply) Absorption Field Initial ❑ Septic Tank ❑ Upgrade 11X Holding Tank ❑ Renewal ❑ Privy ❑ Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: 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. (Signature of property owner or authorized agent) Permit/Rush Fees:o 4 , / Waiver Fees: Date of Payment: Date of Payment: ql3oll/ Receipt Number: I' -M �% Receipt Number: % q6 9 Zo Permit No. r�p 11 l2 l k Waiver No. 03 P /1 /2.'3 �-( GABuilding\On Site\Forms\Client Forms\Permit App_010411.doc (Rev. 1/11) Michael N. Anderson, P.E. Civil/Structural Engineering & Construction 4661 Natrona Avenue Anchorage, Alaska 99516 Phone 345-3377 Fax 345-1391 Oct. 4, 2011 Municipalities of Anchorage Departments of Health and Human Services P.O. Box 196650 Anchorage, Alaska 99519-6650 Fax 249-7847 Re: Mann #2 Subd. Blk 6, Lott To Whom it may concern: This letter is response your comments on Sept 8, 2011. The soil logs and water monitoring will be revised when I visit your office. A cross-section drawn to scale has been added to this submittal showing how the system will be constructed with MOA approved leveling material on the west end of the system. The 3 to 1 slope has also been shown for the west side of the bed. The new bed has been revised to 8' x 40' so it would fit on the space allowed. We are also requesting a perpendicular to slope system waiver due to the limited area along the existing paved driveway. This new system is larger than required for additional longevity. Please call me if you have any questions. Sincerely Michael . Anderson, P.E. DESIGN CRITERIA: 4 BDRM X 150 = 600 GPD SOILS = 600/3.0 = 200 GPD 200 GA/1 2 = 16' (TH# 1 &2) 0.5 ORG SM (1)� BED 5.5 H2005.5, JUNE 2011 0.5 DEEP 0.5' EFFECTIVE 5, 0 ` ® o z- t ; Zvi/ 5.0' WIDE 40' LONG 10 i 1111,1000 ALL LOTS SERVED BY AWWU 0 BLOCKN# MANN 2 PROPOSED- 5X40 ROPOSED_5X40 BED- EXISTING \1 LIMrrS OF FILL / DRAINFIELD I \ AROUND THEI LEACH FIELD WELL I it \\ EXISTING I / MANN #2 \\ HYDRANT BLOCK 6, LOT 1 \ i - EAST 164TH AVENUE - Septic Design Prepared for FORNEY INGRAM MANN SUBDIVISION #2, BLOCK 6, LOT 2 Anch, Alaska Michael N. Anderson, P.E. DATE: 4661 NATRONA DRIVE DRAWN: ANCHORAGE, ALASKA 99516 345-3377 / FAX: 345-1391 SCALE: —I r BLOCK 6, LOT 7 EXISTING WELL 100' RADIUS MANN #2 BLOCK 6, LOT 8 ' EXISTING WATER MAIN . ��• OF t11 ■....49TH •. ■.....s ....... :.. ................:.. . �.�®.......................� 10/7/2011 08 -MICHAEL N. ANDERSON." ♦ No.��C 69 •�AF= DJ R ♦1116 4Z;'•.••%!%�,•.••` � • ��Zj ./ f • 1 "=150' IIIF�SS\�� II MANN #2 BLOCK 6, LOT 6 \ MANN #2 I WELL I I \\ I BLOCK 6, LOT 3 --------I— EXISTING WELL \ WELL i 100' RADIUS EXISTING TANK EXISTING HOUSE �'`' '```' ► PROPERTY LINE BLOCKN# MANN 2 PROPOSED- 5X40 ROPOSED_5X40 BED- EXISTING \1 LIMrrS OF FILL / DRAINFIELD I \ AROUND THEI LEACH FIELD WELL I it \\ EXISTING I / MANN #2 \\ HYDRANT BLOCK 6, LOT 1 \ i - EAST 164TH AVENUE - Septic Design Prepared for FORNEY INGRAM MANN SUBDIVISION #2, BLOCK 6, LOT 2 Anch, Alaska Michael N. Anderson, P.E. DATE: 4661 NATRONA DRIVE DRAWN: ANCHORAGE, ALASKA 99516 345-3377 / FAX: 345-1391 SCALE: —I r BLOCK 6, LOT 7 EXISTING WELL 100' RADIUS MANN #2 BLOCK 6, LOT 8 ' EXISTING WATER MAIN . ��• OF t11 ■....49TH •. ■.....s ....... :.. ................:.. . �.�®.......................� 10/7/2011 08 -MICHAEL N. ANDERSON." ♦ No.��C 69 •�AF= DJ R ♦1116 4Z;'•.••%!%�,•.••` � • ��Zj ./ f • 1 "=150' IIIF�SS\�� 100 MANN #2 BLOCK 6, LOT 3 k 10' UTILITY EA�EMENT MANN #2 PROPERTY LINE—Z BLOCK 6, LOT 2 " .| F�0-\ U EXB�NC HOUSE EXISTINGADVANTEX uj PROPOSED DrVERTER VALVE EXISTING 5X40' `-MOA APPROVED / FILTER MATERIAL —2-3% FOR LEVELING OF PROPOSED BED -MIN. 3:1 SLOPE AROUND WEST END OF MDUND, NDN -PARALLEL TO SLOPE WAIVER REQUESTED. Septic Design Prepared for MANN SUBDIVISION #2, BLOCK 6'LOT 2 Anch, Alaska Michael `chae/ N. Anderson, eys}], 4661 NATRONA DRIVE ANCHORAGE, ALASKA 99516 345-3377 / FAX: 345-1381 [] / `�-�� ` DATE: 10/7/2011 DRAWN: DJR | SCALE: 1^=3U FILTER FABRIC & INSULATION TOPSOIL AND VEGETATE 1.25"0 PIPE MOUND OVER SYSTEM SEWER ROCK 'n 12" OF MOA "'APPROVED FILTER MATERIAL to 4 7.5' I 40.0' 1 13.8' 7.5' DRIVEWAY I DRIVEWAY 15.0' 23.0' LEACH FIELD CROSS LEACH FIELD CROSS SECTION AT EAST END SECTION AT WEST END PLYWOOD SHEATHING WITH PLASTIC COVERING TO PREVENT SEEPAGE OUT OF THE LEACH FIELD TYP. AROUND ENTIRE SYSTEM GEN. NOTES Ol INSULATION REQUIRED FOR < 3' OF COVER, TYP. ON ALL SIDES. O 1.25" PIPE SHALL HAVE j" HOLES ® 32" O.C. TYP. O3 SOIL MATTING REQ. ON SLOPES > 2:1 MECH. FASTEN. Septic Design Prepared for FORNEY INGRAM MANN SUBDIVISION #2, BLOCK 6, LOT 2 Anch, Alaska Michael N. Anderson, P.E. DATE: 4661 NATRONA DRIVE DRAWN: ANCHORAGE, ALASKA 99516 345-3377 / FAX: 345-1391 1 SCALE: ♦ �� IDFAV ',1111 ♦♦. :' 49 TH •■........................................... .................. ...........................� 10/7/2011';MICHAEL N. ANDERSON; 00 ''�� Noc 69 1"=10' IIIESS�G �� Municipality of Anchorage Development Services Department Building Safety Division a♦ �.�r On -Site Water and Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99507 www.ci_anchorage_ak.us (907)343-7904 Soils Log - Percolation Test C7'MOINE S I,�. .,.� 49TH •�,,% ...... . 00 M&,.HAEt N. ANLARSGti 00 CE -469 ��``%� ,.��map Performed For: Apt-h ,rte�22N/ r� Date Performed: 16 Legal Description: Mo 1% n Z,a �J LI L 0 Township, Range, Section: Slope Site Plan m� yZDvett-M.GS - 1- 11� 2- 2- 3- 3-4-5- 4- 5-. C7 rrow 6- (!' r-*ve 8- ^d A, I `— WAS GROUND WATER 9- ENCOUNTERED? S 1 Pj,# t4i)r,r, IF YES, AT WHAT DEPTH?S, O Depth to Water After 11- A (E itoring? 12- 1 h� � � � Date: 13- 14- 15- 16- 17- 18- 19- 20 - COMMENTS it T F'tNUULA I IUN HAI t (p (minutes/inch) PERC HOLE DIAMETER (O TEST RUN BETWEEN Z FT AND _FT PERFORMED BY: /y "-4 I CERTIFY THAT THIS TEST YVAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: /� AV Municipality of Anchorage A ° Development Services Department 49 TH •....... Building Safety Division ••••••• • �* On -Site Water and Wastewater Program .......... 4700 Elmore Road g•'•/%�rr•:�.......................w P.O. Box 196650 Anchorage, AK 99507 ♦ ';MICHAEL N. ANDERSON::: www.ci.anchora.ge.ak.us �0�X ' No. C 469 - ri (907) 343 7904 ��AW Soils Log - Percolation Test °°°�o��a.'• Performed For: FU v r C R Date Performed: '4,'5 Legal Description: Ma h n Z Township, Range, Section: �J9 aNti 5 1- 2- 3- 4- 5- Z71'4 `moi a h LJ yf 6- 7- g (3�v 9 10- 11- 12- 13- 15- 16- 17- 18- 19- 20 - Site Plan WAS GROUND WATER ENCOUNTERED? C �j S IF YES, AT WHAT DEPTH? Ip,19 L Depth to Water After P P Monitoring? S, E Date: Reading Date Gross Time Net Time Depth to Water Net Drop A 17 PERCOLATION RATE (minutesfnch) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND FT COMMENTS V ,et t N 5 y.,( " PERFORMED BY: CERTIFY THAT THIS TEST A PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: `% f / Municipality of Anchorage a • �r Development Services Department Building Safety Division On-Site Water 8 Wastewater Program, 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 Page 1 of 3 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number. SWO30036 PID Number. 020-051-21 Name: FORNEY INGRAM Wastewater System: ■ New ❑ Upgrade Y P9 Address: 18609 N. LOWRIE LOOP * EAGLE RIVER, AK 99577 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 694-7721 4 O Deep Trench ■ Mallow Trench Mad D Ltound ■ Other LEGAL DESCRIPTION SO Rating: 3.0 Total Depth from "I al grads: ** GPD/Sq. R R Block: Lot Subdivision: Depth to pipe bottom from or gkmt geode: Gravel depth beneath pipe: 6 2 MANN #2 SEE DWG R 0.54 R Township: Range: Section: 1111 odded above original grade Grovel length: — — — SEE DWG R 40 R WELL: ■ New ❑ Upgrade Grmv1 width: 5 Number of Mee: 1 DNtanwi between Sore: — R R CIoeNScotlon PrNate. A.6.0 Total Depth:Cased To: Total obeorptbn Gree. Pipe materiel: PRIVATE 200 R 63 R 200 so. R D 3034/ F-810 SCH 40 PVC Or91er: SULLIVAN WATER WELLS Dote Drilled: 31174 200 Static water Level: 5 Intoner: A+ SERVICES Dote 4%23-24/2003 Ft. Told: Pump Set At Caetmg N Ight Above Ground: TANK 2 CPM UNKNOWN R 2 R SEPARATION DISTANCES ❑Septic 0Holding ■S.T.E.P. ■Otho* To Septic Absorption Lift Holding Public/Privota Manufacturer: ANCHORAGE TANK Capadq In gabons: 1500 From Tank Enid Station Tank Sewer tines Well 100'+ 100'+ 100'+ — 25'+ MateAol: STEEL Number of comportment: 2 Surface Water 100'+ 100'+ 100'+ — — LIFT STATION Lot Una 5'+ 10'+ 5'+ — — Site in goSord, 1500/82 Man foaturer: JANCHORAGE TANK ORENCO SYSTEMS Foundation 5'+ 10'+ 5'+ — — ump on level at: mp level at: 11,1191% WOW obrm of I TIMER 18.5" TIMER 31.5" 46"/40" Curtain Drain NO KNOW Pump Mab t Model: Ueetrieal bupectlone performed br. #20 OSI 05 HHF M.O.A. Remarks: BENCH MARK Location and Deecripeon: *THIS IS AN ADVANTEX TREATMENT SYSTEM BOTTOM OF TANK **TOP OF SAND IS 0.5-1.59 FEET ABOVE ORIGINAL GRADE. Ansu,med tl.vatim 84.71 R ENGINEERS SEAL bQ o Inspections performed by: AKWWC r INC. Dates: 1st 4/23/2003 :.... .. . ............. O 2nd 4/24/2003 3rd 4/24/2003 or ess 7s : Development S rvices Department Approval �� 4P ��p°dP Reviewed and approved by: Date: D �• 2/ati ' o`�o�� O �ofessloo � � 40000 PERMITNUMBER: AS-BUILT PARCEL m NUMBER SW030036 SWO — DRAWING 020-051-21 100' WELL RADIUS I \\ I I NEW WELL • -� �- .....,:' NEW s • :: ' :., 4 BEDROOM HOUSE ALTERNATE SITE I I :,.• • co o I I • NEW CULVERT TH#5+ INSTALLED I I / NEW DRAINFIELD I I UNE UNDER DRIVEWAY A B C \ INSULATED WITH 4 INCHES OFBLUEBOARD INSULATION I I ST1 48.55 46.87 — / MH1 57.51 52.01 MH2 61.75 52.01 — \ MT1 81.53 30.45 53.29 \� I MT2 — 34.51 32.74 r . DATE: pdp O �.,,.•'" 8/28/2003 l T DRAWN BY: ALASKA WATER & WASTEWATER SCALE- CONSULTANTS, INC.c'�'G' .0 =..�.,...�,� w— 1 30'p........ O 6901 DEBARK ROAD. SUITE 28 •ANCHORAGE. AK 99504 •PHONE (907)337.6179 •FAX (907)538-3246 - VA 0 PREPARED FOR: PHONE NUMBER: PACE NUMBER: FORNEY INGRAM (907) 694-7721 2 OF 3 '•, A. Gar of r ess.: Q Q o g5 e`er LEGAL DESCRIPTION: MANN SUBDIVISION #2; LOT 2, BLOCK 604� sol �04000 o TYPE OF WORK.��Oed�D�crees{D�°oaO AS-BUILT OF NEW WELL AND SEPTIC SYSTEM PERMITNUMBER: AS -BUILT DRAWING PARC '° NUMB SWOER° SW030036 020-051-21 TOP OF MANHOLE - 95.20 (AVC). TOP OF ADVANTEX POD FINAL GRADE - - 95.13 (AVC.) TOP OF MANHOLE - 84.63-94.65 —\ 95.16 (AVC.) -� TOP OF TANK - 89.58- INVERT 9.58- INVERT OF PIPE - 88.95 — 1500 GALLON STEEL ADVANTEX TANK INSULATION ORIGINAL GRADE - 96.79-97.88 TOP OF SAND J - 98.38 (AVG.) BOTTOM OF TRENCH - 95 TOP OF TANK - 89.52 INVERT OF PIPE - 90.66 BOTTOM OF PUMP ; VAULT - 67.16 ORENCO PUMP VAULT FINAL GRADE - 101.33+ TH#5 FABRIC NVERT OF PIPE - 98.92 (AVG.) THE DISTRIBUTION UNE IS 1.25 INCH PVC WITH I INCH HOLES SPACED EVERY 15 INCHES ON CENTER (30 HODS TOTAL) RELATIVE GROUND WATER ELEVATION - 92.88— ) DRAIN FIELD RELATIVE BOTTOM OF TEST HOLE ELEVATION - 85.88 DATE: 4ppQp /rte 8/28/2003 DRAWN BY: > > C.J.G. O�� ALASKA WATER & INASTE«ATER =GALE a� 4 y* 0 CONSULTANTS, INC. N.T.S. "" "" .. ' "' '."""" 6901 DEBARR ROAD, SUITE 28 • ANCHORAGE. AK 99501. • PHONE (907)337-6179 • FAX (907),538-3246 PREPARED FOR: PHONE NUMBER: PAGE NUMBER Q FORNEY INGRAM (907) 694-7721 3 OF 3 of a A. Garn ss.: LEGAL DESCRIPTION: �A 9 79 eQO MANN SUBDIVISION #2; LOT 2, BLOCK 6 TYPE OF WORK: 0iedpessiogo�G'v AS -BUILT DRAWING OF SEPTIC SYSTEM O000a� JUN -26-200x.06:248 FROM:R+ HOME S�I( �N �07-8k8 _6770 70:3383246 P:1/1 a � YOU WoUld WW LO UO3Ub3Cnb 0 LSI, all US 11 [ (orllW� `�,`."'$ightFax 8/i5/2003 3:41 PAGE. 1/1 RightFax Inepectinn Report `. Munitipility of Anchorage, Building Gafety Division 4700 South Dragaw INSPECTIONI VOIC! 343-6300 1116PlC11DNI PAX (907)249.7777 ' INNOI 343-7902 Name eds electric Permit 03-77139 Address 16301 ST JAMES ST Phone 272-4591 Legal BK 6 IT 2 Inspection Date 6/16/2003 AM Subdhdolon MANN d2 Comments or Dirretions am cell to'nisst/mptle lift , Inspection Retro Electrical Rainapection N NO NONCOMPLIANCE OBSERVED Q CORRECTIONS ESSENTIAL AS EXPLAINED BELOW [] WILL RE-EXAMINE AT NEXT DO NOT CONCEAL UNTIL REINSPECTION INSPECTION ' C0MM2N'rL* (for inspector use only) LLEL li�lw.�i- Fr( .�EP'jiL /16v✓'✓�� r !:a.} /1 , Inspector Data. JUN -17-2003 TUE 08:16AM ID:A+ HOME SERVICES-, INC. PAGE:1 +1 .11 N -17 -PMI 'n F PS:4MPM Tn, A+ HnMr: SFRUTfFG. TNC.. PA(',F:1 3a MUNICIPALITY OF ANCHORAGE Development Services Department f 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 / WATER SUPPLY PERMIT Initial Date Issued: Mar 05, 2003 Expiration Date: Mar 04, 2004 Permit Number: SW030036 Parcel ID: 020-051-21 ljCegal D'e'scription:. Mann #2 Block.6. Lot 2 Design Engineer: 0041 AK Water & Wastewater Consultan, Site Address: 18609 N Lowrie Loop Eagle River AK Owner Name: Forney Ingram Lot Size: 45000 SO. FT. Owner Address: 18609 N. Lowrie Loop Total Bedrooms: 4 Permit Bedrooms: 4 Eagle River , AK 99577 - 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 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 By: Date: 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 (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. o o — o6-1 —J ) Permit Number Property owner(s) FORNEY INGRAM Day phone 562-2211 EXT. 4780 Mailing address (1) 18609 N. LOWRIE LOOP • EAGLE RIVER, AK Mailing address (2) Zip Code 99577 Legal description (Lot, Block & Sub'd.) LOT 2. BLOCK 6: MANN SUBDIVISION #2 Legal description (Section, Township & Range) �N/A Lot Size L/5700 C-_.-;� Acre D THIS APPLICATION IS FOR: Number of Bedrooms 4 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. ALASKA WATER & WASTEWATER CONSULTANTS INC. Permit Fees: a ��•� Date of Payment: a / a7 /03 Receipt Number: 0318t/6 Waiver Fees* Date of Payment: Receipt Number: ALASKA WATER F& WASTEWATER CONSULTANTS, INC. o�wn.neu�neinmay.unw.�mn,n February 3, 2003 Municipality of Anchorage Development Service Department Building Safety Division On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 Ref: Proposed Well and Septic System for Lot 2, Block 6; Mann Subdivision #2 ADVANTEXT"t TREATMENT SYSTEM To whom it may concern: 1. GENERAL: The proposed 4 bedroom home is to be served by a private well and septic system. Five test holes were excavated on the property. We are proposing to design the septic system around the 30 foot radius of test hole #5. Due to the limited receiving soils and high groundwater, we are proposing to use an Advantex treatment system and a 5 -wide trench type drainfield. 2. SOILS: See the attached log, which shows the soil classifications, groundwater monitoring, and the percolation test results. 3. DRAINFIELD APPLICATION RATE: A percolation test was performed in test hole #5 and the rate was 5.7 minute/inch. The Advantex system has received class III approval and we are going to conservatively assume an application rate of 3.0 GPD/FT. 4. TRENCH DESIGN: a. Percolation Rate: 5.7 minutes/inch b. Proposed Application Rate: 3.0 gallons/day/ftZ c. Number of Bedrooms: 4 d. Design Flow: 600 gallons per day e. Minimum Absorption Area: 200 ftZ f. Total Depth: 2 feet (max.) g. M.O.A. Approved Sand Filter Depth: 2+ feet h. Effective Depth: 0.5 feet i. Width: 5 feet j. Minimum Length: 40 feet long k. Effective absorption area: 200 ft2 Note: the distribution line is to be 1.25 Sch. 40 PVC with '/4 inch diameter holes spaced 15 inches on center (30 holes total). 6901 Debarr Road, Suite 2B -- Anchorage, AK 99504 -- Ph: (907)337-6179 — Fax: (907)338-3246 5.ORENCO PACKAGE SYSTEIII: The STEP tank with the Advantex Treatment System will be manufactured by Anchorage Tank & Welding to meet the latest design criteria established by Orenco Systems, Inc. The point of contact at Anchorage Tank is Lowell McNutt. As with their standard STEP tank, it is equipped with a high water alarm per M.O.A requirements. 6. SURFACE N'E'ATER: There is a drainage ditch with intermittent flow within 100 feet of the proposed septic system upgrade. As can be seen on the attached design and profile drawings, we are proposing to culvert this ditchline so that no surface water exists within 100 feet of the proposed septic system. Since this is located in a platted drainage easement, we will be obtaining a permit from the Right of Way department in order to perform the work. 7. TOPOGRAPHY: As can be seen on the attached topography site plan, there are no slope concerns in the area of the proposed drainfield. 8. CLOSING: I am open to any suggestions from your department that would be an improvement to the proposed system. I am unaware of any negative impacts that this installation would impose on adjacent wells, or septic systems. If you have any questions, please call us at 337-6179. A n M.S. NOTE: Attached is a site plan drawing, a design drativing, an Advantex detail, a trench detail, a profile drawing, a topography site plan, five soil logs, and a 7 page construction specification letter which are all part of the design package for this septic system. 6901 Debarr Road, Suite 2B — Anchorage, AK 99504 -- Ph: (907)337-6179 — Fax: (907)338-3246 T I I I ' I � I 1 � I ' I I I 1 1 I I � I ' I I I ' I I I w I I I 1 N� ' m D: I i Y3 , I Iw �\\ a m I I 'Gia w I IV) LL)� I `I 0 11 m IV) N I I i LL1 N 1 l 1 1 1 17 1 1 11 I I I~ I LOT 4, BLOCK 6 MANN S/D 02 LOT 5, BLOCK 6 MANN ,12 ♦ PnC p7I i I � 1 // I 1 I �♦ 100' WELL RADIUS j 1 I \♦ LOT 6, BLOCK 6 LOT J, BLOCK 6 % i'� j �1�� MANN S/D /2 / 1 1 MANN S/O #2 I // I 1 \ / S \ \ i PROPOSED 1 14 BEDROOM 1 --------------- HOUSE .JH/3 I♦ i I % I TM'2+ TH/1\\ 8 I 1 /// EXISTINC DRAINAGE DITCH i PROPOSED SEPTIC SYSTEM—' (SEE DESIGN. PAGE 2 OF 5) ' BLOCK MANN S/D If I -----��-A--------J I `-SEPTIC ARS 11♦ / -- 164th --------------- I --------------------------- LJ I , LOT 11: PARK PLACE S/D I I LOT 1: PARK PLACE S/D LOT 2: PARK PLACE S/D 1 1 r. /LOT 7, BLOCK 6 MANN S/D /2 >:. I 2/3/2003 R, xi r DRAWN BY: ALASKA `NATER & WASTENVATER J.L.M. CONSULTANTS, INC. Ste` 901 DEBARR ROAD. SUITE ?B • ANCHORAGE. AK 99301. • PHONE (907)337.6179 • FAX (907)358-571.6 1" - 1 001 SPARED FOR PHONE NUMBER: PAGE NUMBER: FORNEY INGRAM 562-2211 EXT. 4780/694-7721 1 OF 5 LOT 2. BLOCK 6; MANN SUBDIVISION #2 TYPE OF WORK: SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTEM -ALTERNATE SITE LOT 8, BLOCK 6 MANN S/D /2 �PCiao-) ------------ AVENUE LOT 3: PARK PLACE S/D e A. Go ness.: O t i - - - - - - - - - - A-'- - - - - - - - - - - - - - \ ' 10 FEET DRAINAGE EASEMENT �I I PROPOSED 100' WELL RADIUS 7 PROPOSED \ �THj2 1 � I \ TMJ EXISTING DITCHUNE WITH \ 7 INTERMITTENT FLOW • •• '• i'•. \ 88 .... &� ' ;PkOPOSED 1500 GALLON ADVANTT]C ' EATMENT SYSTEM WITH UFT STATION SEE DETAIL, PAGE 3 OF 5 mx .' 42.5' a0 a �••. _ IA PROPOSED CULVERT. INSTALL rte__ TH/5 A PERFORATED CULVERT INSULATE ALL LINES UNDER M7 ��_ � -145 FEET LONG IN THE — EXISTING DRCHUNA AND DRIVEWAY WITH 4 INCHES OF -� �_�� BLUEBOARD INSULATION. / BACKFILL WITH CLASS II / MATERIAL.. (SEE PROFILE / 14.5'1 \ DRAWING, PACE 5 OF 5) ALTERNATE SITE. WILL REQUIREbr �x THE CULVERT TO BE EXTENDED \ OUTSIDE THE 100 FEET WELL RADIUS OF THE DRAINFIELD. PROPOSED DRAINFIELD. EXCAVATE A TRENCH THAT IS 2 FEET DEEP MAX. lO / BY 5 FEET WIDE BY 40 FEET LONG. \ P LO\ ADD 2.0+ FEET OF MOA APPROVED SAND FILTER AND THAN 0.5 FEET OF CLEAN, O� / WASHED SEWER DRAINROCK. THE OG DISTRIBUTION UNE IS TO 1.25 INCH SCH. 40 PVC WITH 1/4 INCH DIAMETER pp / HOLES SPACED 15 INCHES ON CENTER. �7• (SEE DETAIL, PAGE 4 OF 5) / NOTE: THE CONTRACTOR SHALL HAVE THE 100 FEET WELL Gs RADIUS ON THE SOUTH NEIGHBORS PROPERTY AND ALL LOT LINES RELATED TO THE PROPOSED DESIGN FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO CONSTRUCTION. r 2/3/200 04.0.64 t..._ ' �• �'iA._._. !� __ S1Qo DRAWN BY: _ ...___._.. .. ALASKA NVATKR & N`'ASTENVATKR J.L.M. DO 'r �0 �- CONSULTANTS, 00 * Q� SCALE:3D, INC. 6901 DEBARR ROAD. SUITE 20 • ANCHORAGE. AK 99506 • PHONE (907)337-6179 • FAX (907)338.3266 — * ; PREPARED FOR: PHONE NUMBER: PAGE NUMBER: 0 O FORNEY INGRAM 562-2211 EXT. 4780 2 OF 5 OQ :.� A. r ss: O Q 7953 e p ., u40e�P"ofessiD�� LEGAL DESCRIPTION: LOT 2, BLOCK 6; MANN SUBDIVISION #2 TYPE OF WORK: DESIGN OF PROPOSED WELL AND SEPTIC SYSTEM �DOO�0004� INOTE: JIM CROSS, P.E HAS THE ADVANTEX MANUAL NOTE: THE BOARD INSULATION TO BE INSTALLED OVER THE SEPTIC TANK k 4' BEYOND ON ALL SIDES EXCEPT UNDER THE ADVANTEX FILTER. THIS WILL ALLOW FOR HEAT TO ESCAPE FROM TANK do RISE TO THE FILTER ABOVE TT. G' JIM CAP— FINAL GRADE (M.2) 6' PVC PUMP—OUT (TYP.2) 6' PVC COUPLING CLUED TO TANK (TYP.2) OPTIONAL SLIDE SECTION OF 6' PIPE OVER THIS CONNECTION TO PROVIDE SHEER PROTECTION— EXTEND TO BRIDGE EXCAVATION AdvanTex" Treatment System AX20 -Mode 1 a ° 40x94Pod -y 1921 AX20 POD WACKAIM MWIATE TO PROPOSED DRAINFIELD 0 ..f RI►/ !� r� JAR f .__ .. .. _._... _! __.. _. _..! ALASKA. NVATER & WASTEWATER CONSULTANTS, INC. 6901 DESARR ROAD, SUITE 20 • ANCHORAGE. AK 99501. • PHONE. (907)337-6179 • FAX (907)338-321.6 PREPARED FOR: PHONE NUMBER: FORNEY INGRAM 562-2211 EXT. 4780 LEGAL DESCRIPTION: LOT 2. BLOCK 6; MANN SUBDIVISION #2 TYPE OF WORK: DETAIL DRAWING OF ADVANTEX TREATMENT SYSTEM 2/3/2003 AWN BY: J.L.M. ALE: N.T.S. 3 OF 5 30 INCH M BIOTUBE SCREENED VAULT EFFLUENT PUMP 'Alm �ff Uorn*e..S**: Ofessiol"D DOo��oo� 0 FEET LON r --------------------------------------i PUMP I Mro II _r VAULT II 5 FEET WIDE (I OMT L--- ----------- -------------- --- - ---J INSTALL BARRIER AROUND PERIMETER OF TRENCH. ORIGINAL -THE DISTRIBUTION LINE IS TO BE 1.25 INCH SCH 40 PVC WITH 1/4 INCH HOLES FACING DOWN EVERY 15 INCHES ON CENTER (30 HOLES TOTAL). FINAL GRADE. MUST HAVE 2 FEET OF COVER OVER ENTIRE SYSTEM. ---- 5 FEET WIDEN ALASKA N'E'ATER & WASTEMATKR -�--- CONSULTANTS, INC.------�^®---�4 6901 DEBARR ROAD. SUITE 28 • ANCHORAGE. AK 99504 • PHONE (907)337.6179 • FAX (907)338.321.6 PREPARED FOR: PHONE NUMBER: FORNEY INGRAM 562-2211 EXT. 4780 LEGAL. DESCRIPTION: LOT 2, BLOCK 6; MANN SUBDIVISION #2 TYPE OF WORK: DETAIL DRAWING OF PRESSURIZED TRENCH 2/3/2003 AWN BY: J. L. M. ALL, N.T.S. GE NUMBER: 4OF5 FABRIC INSTALL BARRIER AROUND PARIMETER OF TRENCH. FEET OF EFFECTIVE -THE DISTRIBUTION UNE IS TO BE 1.25 INCH SCH 40 PVC WITH 1/4 INCH HOLES FACING DOWN EVERY 15 INCHES ON CENTER (30 HOLES TOTAL). M.O.A. FILTER 0 -1 rzjt�'- J� ' J fry GOrne s!l0 s ' E 53 ,•' cPO� EXISTING OF DRAINAGE DITCH TOP OF DRAINAGE BACKFILL CULVERT WITH CLASS 110' MATERIAL SO THAT THERE IS 12 INCHES OF COVER OVER THE TOP OF THE PIPE AND SO THAT THERE IS NO STANDING WATER VISIBLE.—v INSTALL ADS N12 18 INCH HDPECP OR ENGINEERED APPROVED EQUAL CULVERT AT BOTTOM OF EXISTING DITCHUNE. THE CULVERT IS TO BE PERFORATED 360' SO INSTALL CUSS 'B' BEDDING THAT ANY SUBSURFACE WATER OR ANY SURFACE MATERIAL TAMPED IN PUCE. DRAINAGE IS ABLE TO MIGRATE TO THE INSIDE THE CULVERT. THE CULVERT IS TO SLOPE SO THAT THERE IS POSITIVE DRAINGE WITH A MINIMUM 0.3 PERCENT SLOPE FOLLOWING THE EXISTING DRAINAGE PATTERN. DATE. ,� 2/3/2003 _oQaOF O DRAWN BY. ALASKA «'ATER & NVASTENVATER J.L.M. CONSULTANTS, INC. SCALE: 6901 DEBARR ROAD, SUITE 29 •ANCHORAGE. AK 90504 • PHONE (407)337.6179 •FAX (907)338.3246 N.T.S. ............ .. ............ PREPARED FOR: PHONE NUMBER: PAGE NUMBER: FORNEY INGRAM 562-2211 EXT. 4780 5 OF 5 Q e r A. rnes LEGAL DESCRIPTION: QO —7953 of LOT 2, BLOCK 6; MANN SUBDIVISION #2 TYPE OF WORK: 440��p PROFILE DRAWING OF PROPOSED CULVERT FOR DITCHLINE DOpppp000Q edl3ro(essio°°�� •' •:`��:'.;..'. :� •';: + �: `. y,:•� 12 INCHES OF COVER ., a �`• . OVER TOP OF PIPE INSTALL ADS N12 18 INCH HDPECP OR ENGINEERED APPROVED EQUAL CULVERT AT BOTTOM OF EXISTING DITCHUNE. THE CULVERT IS TO BE PERFORATED 360' SO INSTALL CUSS 'B' BEDDING THAT ANY SUBSURFACE WATER OR ANY SURFACE MATERIAL TAMPED IN PUCE. DRAINAGE IS ABLE TO MIGRATE TO THE INSIDE THE CULVERT. THE CULVERT IS TO SLOPE SO THAT THERE IS POSITIVE DRAINGE WITH A MINIMUM 0.3 PERCENT SLOPE FOLLOWING THE EXISTING DRAINAGE PATTERN. DATE. ,� 2/3/2003 _oQaOF O DRAWN BY. ALASKA «'ATER & NVASTENVATER J.L.M. CONSULTANTS, INC. SCALE: 6901 DEBARR ROAD, SUITE 29 •ANCHORAGE. AK 90504 • PHONE (407)337.6179 •FAX (907)338.3246 N.T.S. ............ .. ............ PREPARED FOR: PHONE NUMBER: PAGE NUMBER: FORNEY INGRAM 562-2211 EXT. 4780 5 OF 5 Q e r A. rnes LEGAL DESCRIPTION: QO —7953 of LOT 2, BLOCK 6; MANN SUBDIVISION #2 TYPE OF WORK: 440��p PROFILE DRAWING OF PROPOSED CULVERT FOR DITCHLINE DOpppp000Q edl3ro(essio°°�� .4 Com-r-o"m- LOT 4, BLOCK 6 T 5, BLOCK 6 MANN /2 K SA PEAC 100' WELL RAD US I LOT 6. BLOCK 6 O N MANN S/D f2 N o L T 3, LOCK N /D / g m PROPOSED N 4 BEDROOM IL a2 TH/1 EX RAI H W V) 9 (n d TH/4 + LOT 7, BLOCK 6 MANN S/D %2 w LLJ ;a ALTERNA ITE V) PROJPDOEE (SEE LOT 8, BLOCK 6 MANN S/D #2_OP��NO-SE ---4th AVENUE 1; PARK P E S/ T 2; K PLACE S/D LOT 3: PARK PLACE S/D 11; DATE: 2/ /2003 DRAW BY: J.L.M. s . 1 100, 69 OEBARR RO D. SUITE2B ' ANCHORAGE.1 0 50 PHOE (907). 7.6179 ' FAX ()07)3M8/,21.6 PR ED FOR PH E UMBER: ,,AtE NUMBER: f ORNEY INGRA 6 —Z211 XT. 4780/6 4—/72Y 1 OF 5 LEGAf DESCRI ION: OT 2, LOC 6; AN DI SIO #2 OF WO SIT LAN ORP OPO D WELL AN EPTI SY M ALASKA WATER & WASTEWATER CONSULTANTS, INC. 6901PHONE( 07)33756 9 0 FAX (907) 33UITE 2B * 8-32469504 SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: MANN SUBDIVISION J12; LOT 2, BLOCK 6, PERFORMED FOR: MARGARET RUSSEL DATE PERFORMED: 5/7/99 ti (feet) ITEST HOLE #1 1 _ ORGANICS 2 SOIL CLASSIFICATIONS GW ORG 3— GP I I ML MUCHI GM CL 4 — / GC ' ' OL 5 6 7 8 9 10 11 12 13 14 15 16 81920 18- 19- 20 COMMENTS: SW/SM MUCH SW I MH SP CH SM OH 94011 Sc DATE 4.5 DATE SITE PLAN r To0 wEu LOCATRADIUS EN ION -----------------1------------------------- CLOCK TIME \ WATER LEVEL READING THO \ tz .TMB2 \� Ld W TEST HOLE LOCATIONS ARE APPROXIMATE a cn \ �� i i I r DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) NO PERCOLATION TEST PERFORMED PERCOLATION RATE — (MIN./INCH) PERC. HOLE DIA. 6" (INCHES) TEST RUN BETWEEN F . AND — FT. FOR ON—SITE SEPTIC r A PERFORMED BY ALASKA WATER do WASTEWATERCERTIFY TI D THIS WAS PERFORM N ACCORDANCE WITH ALL A AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 0 `tc% _ ALASKA WATER & WASTEWATER cnnl nr.... onnn CIIIr no • Aurum SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: MANN SUBDIVISION J12; LOT 2, BLOCK 6, PERFORMED FOR: MARGARET RUSSEL DATE PERFORMED: 5/7/99 (f et - TEST HOLE #2 1 :: ORGANICS 9 10 11 12 13 14 15- 16- 17- 18 5161718 DEPTH TODATE GROUNDWATER 8' 5/7/99 INC. SITE PLAN goo wEm RAo'us I• - 100' I EN cATaN ------------------ ------------------------- CLOCK TIME \ SOIL CLASSIFICATIONS ML - BROWN ORG ; ri;v `: �: I LOAM SILT GW — \ tj I 3 GP I ML 1 12:20 — W GM CL 4 ARE APPROXIMATE 12:50 30 MIN. ML -DENSE GC ' ' / OL 0' LOAM SILT , i SW MH 5— SP CH SM OH 6-1 Sc 9 10 11 12 13 14 15- 16- 17- 18 5161718 DEPTH TODATE GROUNDWATER 8' 5/7/99 INC. DATE SITE PLAN goo wEm RAo'us I• - 100' I EN cATaN ------------------ ------------------------- CLOCK TIME \ WATER LEVEL READING \ tj THJ3� OTH12 \� ud V) 1 12:20 — W TEST HOLE LOCATIONS ARE APPROXIMATE 12:50 30 MIN. 11" 0' i f DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 5/7/99 1 12:20 — 11' — 2 12:50 30 MIN. 11" 0' 19 PERCOLATION RATE 120+ (MIN./INCH) PERC. HOLE DIA. 6' (INCHES) 20 TEST RUN BETWEEN f 4.0 FT. AND 4.5 FT. COMMENTS: SOILS UNSUITABLE FOR ON—SfTE SEPTIC. J' ?___ PERFORMED BY ALASKA WATER do WASTEWATER, THIS WAS PERFORME N ACCORDANCE WITH ALL ATE ANI DATE. DATE: S lo _ , CERTIFY TI EFFECT ON THIS ALASKA WATER & WASTEWATER CONSULTANTS, INC. mn. nco.00 on.n cnnr no • ♦urunoerr ♦v 00cnw SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: MANN SUBDIVISION J12; LOT 2, BLOCK 6, PERFORMED FOR: MARGARET RUSSEL DATE PERFORMED: 5/7/99 (feet ORGANICS TEST HOLE #3 1 2 SOIL CLASSIFICATIONS PEAT oo GW ORG 3-- 4 5 6 ___ B.O.H. CLOCK TIME _!::�z:� GP I ML GM =22 CL GC OL SW MH SP CH SM .� : OH SC hjjWj tz 'oma•°•3 ': •'• m \��----� HTH010 7 8 9 10 11 12 13 14 15 16 17 18 DATE 2' DATE SITE PLAN 1 �� wEu �'US 1" - 100' I ERM LOCATION -------"------"- ------- ------ ------------' CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) tz THIS, ,THa2Ld \��----� HTH010 W TEST HOLE LOCATIONS ARE APPROXIMIATE Q N 1 DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) NO PERC LATION TEST P RFORMED 19� PERCOLATION RATE _ (MIN./INCH) PERC. HOLE DIA. 20 TEST RUN BETWEEN FT. AND FT. COMMENTS: SOILS UNSUITABLE FOR ON—SITE SEPTIC. 6• (INCHES) PERFORMED BY ALASKA WATER do WASTEWATER , CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: ALASKA WATER & WASTE WAXER CONSULTANTS. INC. 9901 DEBW ROAD, SU 2B • ANWOM4GC AK. Y9304 0 PHONE (907)177-0179 0 FAX. (907)339-3246 1 WEBSITE okwe m SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: LOT 2, BLOCK 6; MANN SUBDIVISION #2 PERFORMED FOR: FORNEY INGRAM DATE: 1/21/2003 DE et TEST HOLE 4 1 ORGANICS 2 3 4 5 6 7 6 9 10 11 12 13 14 15 16 17 18 ML/CL/SM SM/ML DEPTH TO GROUNDWATER DATE DRY 1/21/2003 6' 1/22/2003 5' 2/3/2003 6" — TH14+ Illlllla 30 1131191 0" 3 3:50 — VZZAmoo — 4 ulluln SITE PIAN j em 1'=100' 1 5 illllllll — ,qm — 6 MOM 30 5-15/16- 16" 1/16- DEPTH TO GROUNDWATER DATE DRY 1/21/2003 6' 1/22/2003 5' 2/3/2003 6" — y*l ....1.. f ........ 7953 ,•' �Q ro (essio,(%G\ i �— oo' WELL RADIUS I -------1 CLOCK TIME +TH13 WATER LEVEL READING T14#2+ TH11 `� 1/22/03 1 3:19 I 6" — TH14+ 3:49 30 6" 0" 3 3:50 — 6" — 4 4:20 SITE PIAN j 5-15/16" 1'=100' 1 5 DATE READING 19 CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 1/22/03 1 3:19 — 6" — 2 3:49 30 6" 0" 3 3:50 — 6" — 4 4:20 30 1 5-15/16" 1/16- 16"5 5 4:21 — 6" — 6 4:51 30 5-15/16- 16" 1/16- 19 PERCOLATION RATE 120+ (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 2.5 FT. AND 3.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: 0 YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: MATT FISHER COMMENTS: A PERCOLATION TEST WAS ATTEMPTED AT 6.0 FEET, BUT THE BENCH HAD WATER IN IT. PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS W S ERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: ALASKA WATER & WASTEWATER CONSULTANTS, INC. 6901 DaWlt ROAD. SURE 46 • kCHOWC AK "504 • (907)337-6179 • FAX- (907)&M--3246 • • ok". wm SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: LOT 2, BLOCK 6: MANN SUBDIVISION #2 PERFORMED FOR: FORNEY INCRAM DATE: 1/21/2003 DEP (feet =ZzzORGANICS TEST HOLE 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 GM/SM DENSER W/ DEPTH 6 6 mm 1/21/2003 9.5' am •- I - — IIIIIIIII 3:49 II�IIIJI 1/8" 5-7/8- �///l.G 3:50 MM, 6" — NNE • 10 4- 2" 5 4:21 — 6" M 6 4:51 fmill 4-1/4- -3 4"7 1-3/4- 7 00:00 — 6" — DEPTH TO GROUNDWATER DATE DRY 1/21/2003 9.5' 1/22/2003 5.0' 2/3/2003 6" — L DATE READING L/WELL RADIUS - NET TIME (MINUTES) +TMi3 NET DROP (INCHES) 1/22/03 1 THJ2 6" — 2 3:49 10 1/8" 5-7/8- THj4+ 3:50 — 6" — 4 4:20 10 4- 2" 5 4:21 — 6" — 6 4:51 10 4-1/4- -3 4"7 1-3/4- 7 00:00 — 6" — SITE PLAN j I 1"=100' B 9 00:00 — 6- L DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 1/22/03 1 3:19 — 6" — 2 3:49 10 1/8" 5-7/8- 3 3:50 — 6" — 4 4:20 10 4- 2" 5 4:21 — 6" — 6 4:51 10 4-1/4- -3 4"7 1-3/4- 7 00:00 — 6" — 8 00:00 10 4-1/4m 1-3/4* 9 00:00 — 6- 10 00:00 10 4-1/4" 1-3/4w 11 00:00 — 6- — 12 00:00 10 4-1/4* 1-3/4w -3 4- 19 PERCOLATION RATE 5.7 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4.5 FT. AND 5.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: MATT FISHER rnmMFNTS- PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: IN ACCORDANCE FEB 26 '03 2034 FR IBM -COSTA MESA 714 438 6199 TO 919072614886 P.02 FEB -26-2003 WED 0103 PM DIETARY. PROVIDENCE 907 261 4886 P, 02 I�oday't Date is Febrtaa 26, 2003 Original Law Fron Mr. Forney lntam lkxed on = IM3 horn (907) 261.4886 February 3.2003 Mr. Hugo and NanoPerm Mana2, Block 6, lot My rarno is Forney Last year my wife and I puxIiated Lot 2 of block 6 in MAWM subdivision. We tried to extend the 161'r line along St ]anus St to Dice psolnety but could not becease of costs. We have had Anchorage Water and Wastewa Cmstulwtts draw aP *'well and nice sewer phm" for our home. The area they chose covered the drainage easement that tepuataa our properties. Part of thetr design aJla for the )iainp of the drainage dixb with as I a" perforated c an with gravel covering the culvert I am for vwftg you the tical proposed pian that I hope to submit to the mural ty of Anchorage for "on Site" Sower Permitting as well as to Richt of Way permitdug for tht placement of a cut !n the drainage easemwt separating our ptopenies 71ie plaeemtnt of tM culvert and aubsequertt travel will not drainage but place it In a subsurface onvitooment that all property owners in our direct area will benefit ]nom. Tt will Daly hide the ditch but also severely impact major mesquite breeding in our lot areas. Please sign this nowconsent that h b Okra proceed according to the designed eulveft installation for lot 2 of block 6 in Manna subdIvis as proposed by Alaska Water and Wastewater Consultants. We hope you can n construction appro Please let me know Sincerely, Forney Work emit is (w)907-562,221 N 267 Lydia Ln Corona, Ca. 92882 Dear Mr. logram: very quiwy. We aro tryla$ to submit building and sewer permits ASAP so we can bcOA y April 1, 2003. can furnish additional information to you regarding this Younner. fix 907-2614886 This consent is conn gent on your agreement to take PULL Synaacial responsibility for any maincemmoc, repair, or arty . tmfort:3= damages ceased by the proposed culvert or its installedoo. Also, all work performed to install the culvert, including but not . ed to, bush outdo& ditft operating mubinery, and other activities not foreseen will be performed by li d and bonded companies and in a safe manner. You *trot that the culvert design is based on the Site Plan for Propos Well and Septic System plans designed by Alaska Water dt Wastewater Consultants. INC. dated 2/32003 and drawn y JIM for Lot 2, Block 6; Mann subdivision 82. Hugo y P0 n 1. Fo r, ogreeetto des attached eondWanz / / ' SS 7 Lydi&U Foo t;r «►a,Ca. 92ss Due: Attachment: A J FEB 26 103 13:47 907 261 4MS PAOE.02 >* TOTAL PAGE.02 »ser Today's Date is February 26, 2003 Original Letter From Mr. Forney Ingram faxed on 2/21/03 from (907) 261-4886 February 5, 2003 Mr. Hugo and Nancy Perozo Mann2, Block 6, lot 8 My name is Forney Ingram. Last year my wife and I purchased Lot 2 of block 6 in MANN2 subdivision. We tried to extend the 1644 sewer line along St. James St. to our property but could not because of costs. We have had Anchorage Water and Wastewater Consultants draw up a "well and site sewer plan" for our house. The area they chose covered the drainage easement ditch that separates our properties. Part of their design calls for the lining of the drainage ditch with an 18" perforated culvert with gravel covering the culvert. I am forwarding you the final proposed plan that I hope to submit to the municipality of Anchorage for "on Site" Sewer Permitting as well as to Right of Way permitting for the placement of a culvert in the drainage easement separating our properties. The placement of the culvert and subsequent gravel will not impact drainage but place it in a subsurface environment that all property owners in our direct area will benefit from. It will not only hide the ditch but also severely impact major mosquito breeding in our lot areas. Please sign this note for consent that it is Ok to proceed according to the designed culvert installation for lot 2 of block 6 in Mann2 subdivision as proposed by Alaska Water and Wastewater Consultants. We hope you can respond very quickly. We are trying to submit building and sewer permits ASAP so we can begin construction approximately April 1, 2003. Please let me know if I can furnish additional information to you regarding this manner. Sincerely, Forney Ingram Work email is fineram0provak.org (4)907-562-2211 X4780, (h)907-694-7721, fax 907-261.4886 ——�.gQature eotttiogent upoa attached conditions Hugo and Nancy Perozo 267 Lydia Ln Corona, Ca. 92882 �TTACHEID�CONDITIONS, Dear Mr. Ingram: This consent is contingent on your agreement to take FULL financial responsibility for any maintenance, repair, or any unforeseen damages caused by the proposed culvert or its installation. Also, all work performed to install the culvert, including but not limited to, bush cutting, digging, operating machinery, and other activities not foreseen will be performed by licensed and bonded companies and in a safe manner. You agree that the culvert design is based on the Site Plan for Proposed Well and Septic System plans designed by Alaska Water & Wastewater Consultants, INC, dated 2/3/2003 and drawn by J.L.M for Lot 2, Block 6; Mann Subdivision 92. �ignat'ure contingent upon et�ached.condi'tons Hugo and Nancy Perozo I, Forney Ingram, agree to the attached conditions 267 Lydia Ln, Corona, Ca. 92882 Attachment: A Forney Ingram Date: February 5, 2003 Mr. John Pickering, Mann2, Block 6, lot 7 My name is Forney Ingram. Last year my wife and I purchased Lot 2 of block 6 in the MANN2 subdivision. We tried to extend the 164th sewer line along St. James St. to our property but could not because of costs. We have had Anchorage Water and Wastewater Consultants draw up a "well and site sewer plan" for our house. The area they chose covered the drainage easement ditch that separates our properties. Part of their design calls for the lining of the drainage ditch with an 18" perforated culvert with gravel covering the culvert. I am forwarding you the final proposed plan that I hope to submit to the municipality of Anchorage for "on Site" Sewer Permitting as well as to Right of Way permitting for the placement of a culvert in the drainage easement separating our properties. The placement of the culvert and subsequent gravel will not impact drainage but place it in a subsurface environment that all property owners in our direct area will benefit from. It will not only hide the ditch but also severely impact major mosquito breeding in our lot areas. Please sign this note for consent that it is Ok to proceed according to the designed culvert installation for lot 2 of block 6 in Mann2 subdivision as proposed by Alaska Water and Wastewater Consultants. We hope you can respond very quickly. We are trying to submit building and sewer permits ASAP so we can begin construction approximately April 1, 2003. Please let me know if I can furnish additional information to you regarding this manner. Sincerely . Forney Ingrkhh work email is f (w)907-562-22 C i ey"AA b igram�provax.org 1 X47801 (h)907-694-7721, fax 907-261-4886 ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND Of REPAIR AGREEMENT MEMORANDUM OF UNDERSTANDING itBETWEEN31UNICIPALITY OF ANCHORAGE AND o / n_ THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this day of Mi. ,rL 2063, by and between 'C'Of"#L� �rylv%,-:15 , herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY." In consideration of the mutual covenants contained herein, the parties to this Memorandum of Understanding agree as follows: 1. ADVANCED WASTEWATER TREATMENT SYSTEMS. Municipality grants permission to Owner to utilize and operate an Advanced Wastewater le, Treatment Sy/st1em (AWWTS), described as clvo � �X located at ✓�'rn, 01 Z ;- ,-Jr. 6 /oy Anchorage, Alaska. 2. Definitions. A. Alteration. Any change to the design or function of an AWWTS that includes the installation or removal of any parts, components or pieces not included in the original construction permit and design. Prior to performing any alterations to an AWWTS the owner must obtain a Wastewater Disposal System Construction Permit from the Municipality pursuant to Anchorage Municipal Code (hereinafter, "AMC") 15.65 B. Certificate of On -Site Systems Approval. An approval by the Municipality of existing water and wastewater disposal systems given at the time of property sale and title transfer in accordance with AMC Pate 1 of 5 15.65. These approvals certify that the systems are adequate for the homes that they support and meet the codes that were in place at the time of system construction. C. Damage. Any man-made or natural change in a system that would inhibit the system from performing as designed. D. Maintenance and Repair. The scheduled and as needed replacement of existing parts, components and pieces of an AWWTS that were included in the original design which would allow the AWWTS to continue to perform as designed. E. Permit (Construction). An On -Site Wastewater Disposal System Construction Permit as defined by AMC 15.65. F. Permit (Operating). An Advanced Wastewater Treatment System Operating Permit. An annual permit, issued by the Municipality, that allows the Owner to operate an AWWTS, upon meeting all requirements of this agreement, the conditions of the Operating Permit, the requirements of the On -Site Wastewater System Construction Permit and all relevant provisions of AMC 15.65. 3. Fee. Owner shall pay to Municipality an annual fee of N (S .00), payable on or before the issuance of the operating permit and annually thereafter. The annual fee is due on or before the anniversary date of the approval by the Municipality of installed system. Pacye 2 of 5 n 4. Term. The term of this, Memorandum of Understanding shall be for the life of the AWWTS. The term begins on the date of approval by the Municipality of the installed system and shall continue while the AWWTS system is in use or operational or until the property is sold or title is transferred by owner and a new certificate of on site approval is issued to the new owner or transferee of the property. 5. Alterations, Installation and Removal of Additional Equipment. Owner agrees not to make any alterations, removal of parts or additions to the AWWTS without a Construction Permit from the Municipality. 6. Maintenance and Repairs. A. Throughout the term of this Memorandum of Understanding, the Owner shall maintain AWWTS in good repair. In addition, it shall be the responsibility of the Owner during the term of this Memorandum of Understanding, and any extensions or renewals thereof, at the owner's sole expense, to pay for any and all: (1) repair(s), (2) maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs. Further, owner agrees to comply with all applicable ordinances, laws, regulations, rules and orders for the AWWTS. B. Owner agrees. to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system pursuant to the terms and conditions contained in the .Owner's AWWTS Operating Permit. This schedule shall be submitted to the Municipality annually upon the renewal of the permit. The schedule of maintenance and repair contained in the Owner's AWWTS Operating Permit is: Pa(7e 3 of 5 C. Owner acknowledges that the fine schedule for failing to maintain and repair an AWWTS are codified in AMC 14.60. D. Owner agrees that only maintenance, repair personnel certified by the Municipality will inspect and make any necessary maintenance, repairs or permitted alterations to the systems. E. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS upon 24 hours written notice. F. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. G. Owner agrees that the relevant provisions of the standard specification guidebook for AWWTS is the governing professional guidelines for the construction, maintenance and repair of the Owner's AWWTS. 7. Nonwaiver. The failure of either party at any time to enforce a provision of this Memorandum of Understanding shall in no way constitute a waiver of the provisions, nor in any way affect the validity of this Memorandum of Understanding or any part hereof, or the right of such party thereafter to enforce each and every provision hereof. 8. Amendment. A. This Memorandum of Understanding shall only be amended, modified or changed by a writing, executed by authorized representatives of the parties, with the same formality as this Memorandum of Understanding was executed and such writing shall be attached to this Memorandum of Understanding as an amendment. Paac 4 of 5 L B. Forlthe purposes of any amendment modification or change to the terms and conditions of this contract, the only authorized representatives of the parties are: Owner: t't -� "-�, • *-- Anchorage: Purchasing Officer C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. 9. Jurisdiction: Choice of Law. Any civil action arising from this Memorandum of Understanding shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Memorandum of Understanding. 10. Severability. Any provisions of this Memorandum of Understanding decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Memorandum of Understanding. OWNER: By: Date: 3 s G3 STATE OF ALASKA MUNICIPALITY: By: Title Date ss. PUBLIC 1 OFN..* •' THIRD JUDICIAL DISTRICT ) J il he foregoi � instrument was acknowledged before me this � da , 2003, by the of , on behalf of Municipa 'ty of nchora�e. NOTARY PUBLIC FOR ALASKA Page 5 of 5 . I. toll 44 k. 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