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HomeMy WebLinkAboutSOUTH HILLS BLK 6 LT 14South Hills Block 6 Lot 14 #017-072-04 Municipality of Anchorage On -Site Water and Wastewater Section • (907) 343-7904 Page 1 of 3 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP221346 PID Number: 017-072-04 Dwelling: X Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ■❑ Upgrade Name Dane & Catherine Havard ABSORPTION FIELD ❑ Deep Trench 0 Wide Trench ❑ Bed ❑ Mound Site Address 80352 Rabbit Hill Dr, Anchorage, AK 99516 ❑ Other Phone Number of Bedrooms Soil Rating depth from original grade 907-529-1733 3 0.8 GPD/SF JTotal 9.0 / 9.0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 6.0/6.0 Ft. Gravel depth beneath pipe 3.0/3.0 Ft. Subdivision Block Lot South Hills 6 14 Fill added above original grade -0.6/0.5 Ft. Gravel length 44 / 44 Ft. Township Range Section Gravel width 5 Ft. Beds: Number of Lines N/A Distance between lines N/A Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 758.6 Ft2 2 >6 Ft. Well >100' >100' N/A N/A >25' ❑ Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Capacity Surface Water >1 00' > 1 00' N/A N/A Gal. Material Nu compartments Lot Line >5' *3' N/A N/A NA Foundation �>10' > 10' N/A N/A TATION Manufacturer Capacity Remarks *Lot line waiver OSV221067 issued for Gal. 0' separation from lot line Alarm location Electric lied by PIPE MATERIAL House to tank D3034 drainfield Tank to D3034 Installer A+ Home Services Drainfield D3034 CO/MTD3034 Inspector M Jakubisin / V Pope BENCH MARK (Assumed elevation) 100 ft Inspdection 15` 10/12/22 10/13/22 Location and description 2nd Garage Slab 3°' 4`h ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp Conditional Approval: Date lawYll TH . .. ;... '• Benjar*4Schiller / 522 � `�srF Septic System Approved Date � p p • 11/23/22,•'�G�,d �PROFESSIOWAW- Note: this approval does not include well permit requirements. \��®®®1� tKev uoiuzri 6) SOUTH HILLS, BLOCK 6 LOT 14 PERMIT # OSP221346 PID # 017-072-04 --- ---� I 880' _ I 1 LOT 14 EXTENDS TO THE / / / a / EDGE OF RABBIT CREEK -0110, 00 / -- ---� 920 — — -- -11 / "1 — 10' UTI IL TY -EASEMENTS / / . 930 _ _LOT 15 ,„ -- -- LOT 14- ALQT13--✓I �� /� / /� /`940- _f \__EXISTING 1250-GAL_STEP= / — ' 950 2" PVC -DISCHARGE LINE FI - i `✓ 960', LLI _— -" _ 970 2 - 4 -4' -LONG x 5' WIDE, 3' EFFECTIVE DEPTH---- --- ABSORPTION —ABSORPTION TRENCHES__ �_T� SEPTIC — \ EASEMENT 10' UTILITY EASEMENT RABBIT` HI LL> DRIk \ CTE RNGI N E I RING .. / \ -7J AW 0 Ow � *� �?" �* /� PLAN AS -BUILT 0 50 100 Benja i Schiller / ET 1E/23222,.�����/ 1"=50' F�PROFESS*0* A B MTI 63.2 92.5 MT2 69.1 104.3 MT3 105.3 121.6 MT4 102.3 111.2 CO - CLEANOUT 2CO - DOUBLE CLEANOUT FCO - FOUNDATION CLEAN( FS - FLOW SPLITTER VALVE MH - MANHOLE MT - MONITORING TUBE SV - SEPTIC VENT TH - TEST HOLE SOUTH HILLS, BLOCK 6 LOT 14 PERMIT # OSP221346 PID # 017-072-04 g 119.3 FINISH GRADE 119.9 ORIGINAL GRADE 113.9 113.9 - - _ DRAINFIELD ROCK 4 110.9 110.9 44' NORTH TRENCH NO GROUNDWATER 8/15/22 104.9 120.4 FINISH GRADE119.9 ORIGINAL GRADE � 113.9 -n 11 I 113.9 DRAINFIELD ROCK 110.9 44' SOUTH TRENCH NO GROUNDWATER 8/15/22 104.9 I— PROFILE AS -BUILT �--� I ENGIN FIRING NO SCALE 110.9 Pteor- ••• .s 1 .�,•49 Mi • 90i �-� .......... • • • , . • • Benja'n Schiller ' CE 12592 i �sTF . i i izsizz , . •�� r i�l;F� PROF E SS10NP`.� I I >o I � F I \ fTl � -► Z r MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP221346 Work Type: Septic Upgrade Tax Code Number: 01707204000 Site Legal Address: SOUTH HILLS BILK 6 LT 14 G:2940 Site Mailing Address: 8035 RABBIT HILL DR, Anchorage Owner: HAVARD E DANE & CATHERINE Design Engineer: FORGE ENGINEERING This permit is for the construction of: Effective Date: Expiration Date cnt off' 2= Department Lot Size in Sq Ft: Total Bedrooms: 9/30/2022 9/30/2023 62029 Q Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction shall be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Received By: Veronica Pope GE 2022.09.30 i 15:30:46 -08'00' Date: Issued By: Lie Date: Ct 6 Z 3 Municipality of Anchorage P.O. Box 196650 0 4700 Elmore Road Anchorage, Alaska 99519-6650 0 (907) 343-7904 0 Fax (907) 343-7997 http://www.muni.org/Onsite Development Services Division On -Site Water and Wastewater Program * * * * VARIANCE/WAIVER REVIEW * * * * Waiver#: OSV221067 COSA#: Permit#:OSP221346 PID#: 017-072-04 Legal Description: SOUTH HILLS BILK 6 LT 14 Engineer: Forge engineering Your request for a waiver of the required 10 feet horizontal separation from the absorption field to the property line has been approved. The approved separation distance is 0.0 feet. 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: 3 Approved by: &Z Name of Rev wer **** VARIANCE/WAIVER REVIEW **** Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel 1. D. 017-072-04 Property owner(s) Dane & Catherine Havard Day phone 907-529-1733 Mailing address 8035 Rabbit Hill Dr, Anchorage, AK 99516 Site address 8035 Rabbit Hill Drive Legal description (Sub'd., Block & Lot) South Hills, Block 6 Lot 14 Legal description (Township, Range & Section) Lot Size 62,029 Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: (® all that apply) Absorption Field ❑X Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ APPLICATION IS AN: TYPE OF DWELLING: Initial ❑ Single Family (SF) ❑X Upgrade (w/wo ADU) ❑X D ❑ Renewal F1 Duplex (D) Multiple Dwellings ❑ (SF and/or D) THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees:j�% 5 Date of Payment: Receipt Number: Oql `% Z Permit No. 22 Z 13 �l 6 Permit App_::- : - Waiver Fees: 2 2 5 Date of Payment: q h�lD �zz Receipt Number: Waiver No. 05 V 2 2 t 0 67 September 24, 2022 MOA Development Services, On-Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject: South Hills, Block 6 Lot 14 – 8035 Rabbit Hill Dr Septic system design Dear On-Site Services Engineer: The septic trench on the subject lot has reached the end of its useful life , so we are submitting this permit application for the its replacement. The owner currently has a 3-bedroom home but would like to upgrade the septic to accommodate 4 bedrooms. The attached site plan identifies the location of the home as well as the well, septic location and alternate site. No conflicts exist between this proposed system and any other well or septic system, whether on this lot or adjacent lots. The ground surface on the lot is aggressively contoured with slopes anywhere between 30% and 60%. Due to the difficulty of traversing the property with equipment, we were forced to consider installing the replacement trench on the neighboring property, Lot 15, to the east. The owner of this lot owns both properties and is willing to have an easement recorded to make this possible. There are slopes steeper than 46% within 100’ of the proposed system, however, we have produced a cross section drawing illustrating the worst-case scenario of effluent horizontal migration that should satisfy the MOA ordinance concerning steep slopes (see attached). Elevations are shown on the site plan showing the grade and direction of flow. Stormwater drainage will not impact this septic system. The new trench will be constructed parallel to the slope as much as possible. We are also requesting a waiver from the 10’ separation distance from the field to the property line. The purpose is to place the field as close as possible to that line, so that we can minimize the size of the easement needed. Since this septic field serves the home on that adjacent lot, with the effluent crossing that lot line to reach the field, there is no conflict or negative effect from allowing this waiver. The proposed trench is required to be 8’ from the existing trench, and that trench is already over 8’ away from the lot line. We request a waiver for 0’ separation to the west lot line. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221346, Deb Wockenfuss, 09/30/22 Wells on this and adjacent lots are shown. The new system will be a minimum of 100’ from all wells and surface water, and more than 5’ away from the septic tank. The alternate site is located more than 6’ away from the primary site. Please refer to the attached test hole log, cross section, plan and profile pages for the septic design. If this design is followed, there will be no adverse impacts to adjacent properties. Sincerely, Benjamin Schiller, PE Benjamin Schiller CE 12592R EGISTEREDPROFES S I O N ALENGINEER 1"=50' CO - CLEANOUT 2CO - DOUBLE CLEANOUT FCO - FOUNDATION CLEANOUT FS - FLOW SPLITTER VALVE MH - MANHOLE MT - MONITORING TUBE SV - SEPTIC VENT TH - TEST HOLE LEGEND MT TH#1 SOUTH HILLS, BLOCK 6 LOT 14 FEET 0 50 100 NOTE: SEE SLOPE CROSS SECTION FOR STEEP SLOPES. NO SURFACE WATER WITHIN 100' OF THE PROPOSED SEPTIC SYSTEM ALL WELLS ON SURROUNDING LOTS WITH IMPACTS TO THIS PROPERTY ARE SHOWN. NO CONFLICTS WITH WELLS OR SEPTIC SYSTEMS. Sep 23, 2022 RABBIT HILL DRIVE3-BDRM HOME10' UTILITY EASEMENT LOT 14 EXTENDS TO THE EDGE OF RABBIT CREEK 10' UTILITY EASEMENTS 950 960 970 980 940 930 920 910 900 890 880 2 - 44' LONG x 5' WIDE, 3' EFFECTIVE DEPTH ABSORPTION TRENCHES MIN 6' SEPARATION BETWEEN TRENCHES AND 8' FROM EXISTING TRENCH MT MT MT PROPOSED SEPTIC EASEMENT TIE INTO EXISTING 1250-GAL STEP TANK & LEAVE EXISTING TRENCH INTACT FOR FUTURE USE 2" PVC DISCHARGE LINE Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221346, Deb Wockenfuss, 09/30/22 SOUTH HILLS, BLOCK 6 LOT 14 TYPICAL TRENCH SECTION (NO SCALE) NOTES: 1. GRADE AREA OVER TRENCH TO DRAIN AWAY 2. PROVIDE 3' OF COVER OVER TRENCHES AND 4' OVER SEPTIC TANK, OR 2' WITH 2" OF INSULATION 3. CHECK GROUNDWATER AT TIME OF CONSTRUCTION. IF LEVEL IS HIGHER THAN PREVIOUSLY OBSERVED, CALL ENGINEER IMMEDIATELY Benjamin Schiller CE 12592R EGISTEREDPROFES S I O N ALENGINEERSep 15, 2022 5' 6" 6' 3' DESIGN FACTORS:SYSTEM REQUIREMENTS: 600 GPD PEAK FLOW (OVERSIZED) PERK RATE: 14.1 MIN/IN APPLICATION RATE: 0.8 GPD/SF SHALLOW TRENCH SYSTEM EXISTING 1250-GAL STEP TANK BOTTOM OF TRENCH: 9' BELOW GRADE FLOW LINE ELEVATION: 6' BELOW GRADE TOP OF TRENCH: 6" ABOVE GRADE 600 GPD / 0.8 GPD/SF /5' WIDE * 0.58 RED FACTOR (3' EFF DEPTH) = 87.5 LF TRENCH REQUIRED (88 LF SPECIFIED) DRAINFIELD ROCK GEOTEXTILE FABRIC 2" PVC w/ 15 - 3 16" ORIFICES PER LATERAL SPACED @ 6' OC (HOLES DOWN) Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221346, Deb Wockenfuss, 09/30/22 5' 10' 15' 20' 25' 30' 35' 40' 45' 50' 55' 60' 65' 70' 960' 965' 970' 975' 980' 985' 990' 1"=10' SLOPE CROSS SECTION SOUTH HILLS, BLOCK 6 LOT 14 46 % AN G LE OF EF FL U E N T INF LU E N C E FO R PRIMA R Y SITE 46 % AN G L E O F EF F L U E N T INFLU EN C E FO R AL T ERN A T E S ITE 2010 0 FEET 6' 46% AN G L E OF EF FLUE N T I NFL U E N C E FOR PRI MA R Y SITE 6' PRIMARY SITE ALTERNATE SITE Benjamin Schiller CE 12592R EGISTEREDPROFES S I O N ALENGINEER8/26/2022 37% 63 % 35% 45 % Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221346, Deb Wockenfuss, 09/30/22 LEGAL DESCRIPTION: PERFORMED FOR: DATE: PARCEL ID#: SOILS LOG AND PERCOLATION TEST 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 DEPTH (feet) TEST HOLE 1 DATE READING START TIME NET TIME (minutes) DEPTH to WATER NET DROP PERCOLATION RATE: (MIN/INCH) (inches)(inches) DATE OF MONITORING WAS GROUND WATER ENCOUNTERED? DEPTH TO WATER AFTER MONITORING IF YES @ WHAT DEPTH? 14.1 08/12 1 2 3 GM (SILTY SANDY GRAVEL) Professional Engineers Stamp: No South Hiller, Block 6 Lot 14 08/08/2022 017-072-04 Dane Havard 10:001 2 3 3 0 16 10:31 11:02 1' OB 30 Benjamin Schiller CE 12592R EGISTEREDPROFE S S I O N ALENGINEER8/26/2022 PERC TEST LOCATION TECHNICIAN: J. Millette 5 3 16 - Dry 08/15/22 COMMENTS: 6" DIAMETER TEST HOLE PRESOAKED PRIOR TO TESTING SITE PLAN 2 3 16 USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED 3 0 1630 5 2 16 2 2 16 3 0 1630 5 2 16 2 2 16 SM/GM (HARDPAN TYPE GRAVEL) Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221346, Deb Wockenfuss, 09/30/22 LO / 0 W = = r¢ m M 0 LLI fW Z� Zof U�N_O ¢w I OmF' - Lo — Zm O (/ x=WmLn d' wW=Zao O l Waf 7 n wwoFarn W �% r 0 � 0V) a a x It of NvaW >_w 00 Fa m - 0 � N LiO Z o O E m O i� N m C O N0 Or N � �4 I N ° � Q 0 Nw: z m m °I m � m C m > O a` c 0 v � oO= mar. OMTV� Q O % awc 00 a° I m o a m = 0 a � W > I� Nin Q N I b 7 O, N OOLO O �N J Z N W N ONN O D � �y{ w s1— w c Q a —1 � a I w i I o P 6'04 �p L N ° � z tig 00 V Nw: 0-m 0 :Z��J• 0 O m 451 « N 7 L U N N C O oo:n0`0 O: N O O C C I � U i I � I O^ J r Nr _ IO 8 •V) V) S 0 `L O 0 IL J 0 Y L N ° � V 0-m 0 O m « N 7 L U m C m > Q ? = IF O 0 v � oO= mar. OMTV� awc 00 I a 00 a"UN mam°0cI o a m = o mZ ami c c mgE=0Nm ° m N m ,`.aEwEL �I O, N OOLO O �+ `�I O N Ot O V i OV U; �y{ m ° tn 0 Ty o m J N T m E 0 X w O 2 Q m g m N=.Z T V O m m� 0 C L T O 0 » C o a o t L N Q 0 L m O L a �I Y�To.-v L) 0 OM TO° a C N tmow: aOE ccc .L O' m m>° N N T O N C + ap. m 0 l E y E E- E C JL—_Em 0 L v m ° N L <3c a°m o A 2022 -035592-0 S Recording District 301 Anchorage K A 09/2912022 11:26 AM Page 1 of 2 GRANT OF SEPTIC EASEMENT Whereas the E. Dane and Catherine Havard Living Trust, whose address is 8035 Rabbit Hill Drive, Anchorage, Alaska are the owner of Lot 14 and Lot 15, Block 6, South Hills Subdivision, according to Plat P-636, Anchorage Recording District, Third Judicial District, State of Alaska and whereas they have an existing home on said Lot 14 and need to construct a septic drain field for said Lot 14 on a portion of Lot 15 now therefore the following easement is hereby granted on Lot 15 for the benefit of Lot 14: Beginning at the Southeast corner of said Lot 14, common to the Southwest corner of said Lot 15, thence N 00 11' 20" W along the common lot line a distance of 60.00 feet; thence N 89° 54' 03" E a distance of 50.00 feet; thence S 00° 11' 20"E a distance of 60.00 feet to a point on the North right-of-way line of Rabbit Hill Drive; thence S 89° 54'03" W along said right-of-way line a distance of 50.00 feet to the POINT OF BEGINNING. Containing 3000 square feet more or less. See attached Exhibit A. Indemnification Th e* of the easement described herein shall indemnify and hold the grantor harmless for any liability or loss arising from the grantee's use of the easement and permitted improvements thereon. Term: In the event that the lots are resubdivided in a way that said easement is no longer necessary this easement shall automatically become void. E. Dane and Catherine Havard Living T 7 E. Dane6'lfavard, Trustee STATE OF ALASKA THIRD JUDICIAL DISTRICT ISS Catherine Havard, Trustee The foregoing instrument was acknowledged before me this 2A day of 5'Y 'Y)LI ' 52022 by E. Dane Havard and Catheine Havard. After recording return to: E. Dane Havard 8035 Rabbit Hill Drive Anchorage, Alaska 99516 Notary Public In And For Alaska My commission expires 3/5/2G TRAVIS WILSON Notary Public State of Alaska My Commission Expires Mar 5]20226 cc EXHIBiT A Lots 14 & 15, Block 6 SOUTH HILLS SUBDIVISION PLAT No. P-636 SCALE: 1"=100' '51 Lot 15 64,965 S.F. � X m N 89'54'OYE 50 00'0 0 \OION :..., 5"W 153.36' S50 89'54'03"W 152.5: SEPTIC EASEMENT RABBIT HILL DRIVE 1 10' UTILITY EASEMENT — o 0 Page 2 of 2 301— 2022 — O'�6592 — 0 Z 10' UTILITY I 0 EASEMENTS I j Z N 0 •P Lot 14 Lot 13 62,052 S.F. I w N O� Lot 15 64,965 S.F. � X m N 89'54'OYE 50 00'0 0 \OION :..., 5"W 153.36' S50 89'54'03"W 152.5: SEPTIC EASEMENT RABBIT HILL DRIVE 1 10' UTILITY EASEMENT — o 0 Page 2 of 2 301— 2022 — O'�6592 — 0 Well Drilling Permit -Number: Date of Issue: - Parcel Identification Number: 0/%07.1 Legal Description Block Lot Koperty OM'f?_tName & Address: Pump Installation Date: g- - ff -_!� Pump Intake Depth Below Top of Well Casing: �� feet Pump Rlanufacturer's Name: dLZti`6� _ Pump NIodel: Pump Size: � hp Pitless Adapter Burial Depth: t'%-3 feet Pitless Adapter INganufacturer's Name: Pitless Adapter Installer: Well Disinfected Upon Com etion? 4 es ❑ No Method of Disinfection: Comments: ANCHORAGE WELL & PUMP SERVICE Pump Installer Name: 7640 King Street Anchorage, AK 99518 Company: PH: (907) 243-0740 Bailing Address: -- — - City: State: Zip: Attention: The pump installer shall provide a pump installation log to On-site within 30 days of pump installation. Municipality of Anchorage ;., .•::. ' Development Services Department Building Safety Division On -Site Water and Wastewater Program, 4700 Bragaw St P.O. Box 196650 Anchorage, AK 99519.6650 Page / of Z www ci anchorage sk us (907) 343.7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: S_ �c/ O vro I r 2 PID Number: 0I'7 —cv'7 2 - c - y Oc.n C i}avccrc,i Wastewater System: ❑New *[:]Upgrade EwST AOa,fs 803&:, 0111r'de wu 99s -I d' ABSORPTION FIELD P" > Numoer a 9.aooms 3 �S 7-7 J 7 3 a Dw Tnrwn o sn.11w TrNttl. Dew o Moura a otrw LEGAL DESCRIPTION Saitiming Tout Debit, eanama'ne1gw. cppml' cl. exA La - SWa„Noll f 50 Depin to Pm.oltan nom Cna„r a. wr. Gv« dean e•m M,Poll6 I ktk�> FI Fi Ti vnsn.p erlae sw,on Fe wow wove org” a'rH Gr.v« Lmpin FI FI. Well: C-X&f ❑New ❑Upgrade G,«nen Nump«al„Fs w D.slr l-.rli Ft. Ft 041.0U110n lPnr,l. A e Cl Tolr own C,••a to Tar wsapoon we, P�q MrrW D - $O 3 Y Ft. Ft FIt 1.'LX QIA F/GPL- p,xur Dr. Dmi SIrKWnr L,.« „sulw Dau nswlw F1 A s/ Z / 0� Y�,.J Pump S« r C.,yp Mgnl Atrov. Cyano TANK GPM FI. FI SEPARATION DISTANCES ❑ Septic ❑ Holding t$ S.T.E P. ❑ Other: To Septic Absorption Lift Holding umc(Private .Iww •p.olr From Tank Field Station Tank Sewer Line A -m ch o ret a %Gv n k 1 ZSO WI W«, • 13 S , 1 3 0 , 13 f �7S• M««Ir SF« / Nvmo« a caro.nm. ;F 2, > too, „u,r _ LIFT STATION LV .,ft 'L Ur 10'. 20F - X11,h rri/ Gr Or FW-:r.Un 12s ZOs I�I — 'Pvry On 1.rwr G2 „ 'Pump011'Mrr at 6r N.�n wrr rrm r. 66 „ C~D,rn - Pump IAr,. 6 MOON Euanral nsgarons Wormw or - - - OII F/1 Ap N. G. A. ReT••.s nal fic frtnle E G, FF BENCHMARK k h&' ru <rlt - Loc,lron.ro D.wwl�on U/,na& W rF / nec.Crl /c, 2r Cod swmso n+«.al 4417aor on G /lanouf IOc/.0Ft Inspections performed by: F/plk'lo Ioc" S-vrr Dates: 1F' 5'/2y/0r( Eng neer•sStamp 2 rid ,C;e`a`anue Development Services Department Approval r... 11 Conditional ApprovalDate: r * 409TH r .....................:. c s. .� ....... .. ' I_� . THEODORE F. MOORE � • CE -3589 Reviewed and approved y: Date: 6 "ti,• e'•.,9 �� ••� v IAn W4l I ' M i. PERMIT NO: SW060112 PAGE 2 OF 2 1250 -GALLON PID NO: 017-072-04 B. STEP TANK E. SWING TIES BDRM -1.25" DIA. HDPE PLAN VIEW SCALE: 1" = 30' 4 -FEET SOIL COVER INV.1250 GALLON 91_6' STEP TANK PROFILE VIEW SCALE: 1" = 5' 1 1 I •I N c`aN1ai4R � ^� 'n"y� rr.... ......'"�:Y..p �� ••TKICCORE F. A:OORE J SZ CE -3589 = 3t ... NRY•30-2006 OB:03A FROM: r 70:3451355 P:1�1 Pro+ .19078308507 Fri May 26 06:09:00 2006 Pave 1 of 1 a INSPECTION REPORT MUNICIPALITY OF ANCHORAGE, BUILDING SAFETY DIVISION 4700 SOUTH BRAGAW INSPECTION INFORMATION BHEL.PI 363-7902 INSPECTION. VOICE 343-45300 INSPECTION FAX(907)Z4V"iT/7 w .mu::l0r9lBSD.'IncpwIJons.cIm NAME: EO P[RMftf; 09-7030 COMPANY: E(7S FI FCTRK: INSPECT DATE: Y[e/Y0os PHONE C 272-4591 PHONEY: PHONE C ADORlfl: SMI HII I Nl-k WAY LOT 14 BLOC( 6 SUSOII/ISION: SOU IH IIILLS GRID Y: S'W2940 COMMENTS or DIRECTIONS AM f-I.EASE CALL f017 MEtt I ON SI I E UFT S I A I ION TYPE OF INSPECTION: R649 [Iacvlcul COMMENTS: (FOR INSPECTOR USE ONLY) PRINTED NAME '. ti .. ... _ .__..�. DATE:, MAY -30-2006 TLE 07:5Ea'd1 ID: PAW:I 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 Upgrade Permit Number: SWO60112 Legal Description: SOUTH HILLS BLK 6 LT 14 Design Engineer: 0019 FLATTOP TECHNICAL SERVICES Owner Name: DANE HAVARD Owner Address: 8035 HILLSIDE WAY ANCHORAGE. AK 99516-3832 Date Issued: May 23, 2006 Expiration Date: May 23, 2007 Parcel ID: 017-072-04 Site Address: 008035 HILLSIDE DR Lot Size: 62029 SO. FT. Total Bedrooms: 3 Permit Bedrooms: 3 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. 5. The following special provisions. - (EMERGENCY TANK REPLACEMENT) - SEPTIC TANK INSTALLATION MAYBE LOCATED NO LESS THAN FIVE FEET FROM ANY PROPERTY LINE OR BUILDING FOUNDATION; TEN FEET FROM ANY WATER SERVICE LINE; ONE HUNDRED FEET FROM ANY SURFACE WATER; AND ONE HUNDRED FEET FROM ANY PRIVATE WELL; AND THE SEPARATION DISTANCES REQUIRED BY 18AAC72 FROM WATER SUPPLY WELLS. Received By: Zu( Date: S' -/--L67 /ou"' I (� �! Issued By: Date:^I Municipality of Anchor; Development Services Depart Building Safety Division On -Site Water and Wastewater Progra 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907)343-7904 ON-SITE SEPTICMELL PERMIT AP. FOR A SINGLE FAMILY DWELI Parcel I.D. O (-7 - 07 2 Municipality of Anchorage Building Safety Division AN 01 05 080402 05/19/06 09:44AM 034 Nell/Septic Systems $460.00 Total Due: $460.00 Credit Card: $460.00 001 Change: $0.00 Keep receipt for Your records Property owners) Da n P (-fav a rai Day phone '3'/S --'T7 3 7 Mailing address 6o 3 S NIC/��P wu, Zip Code 49s//, Site address Sc. t la Zip Code Legal description (Sub'd, Block & Lot) t /- 1'i, 8/cek 6 SvC"A )4-114 S"/ -b Legal description (Township, Section & Range) Lot Size (p�, [)%� Sq. Ft. THIS APPLICATION IS FOR (®all that apply): Absorption Field ❑ Septic Tank RR Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ Number of Bedrooms 3 THIS APPLICATION IS AN: Initial ❑ Upgrade RR Renewal ❑ 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: zi�d -- Waiver Fees: Date of Payment: 5"M /O?(' Date of Payment: Receipt Number: 019NO Z Receipt Number: (Rev. 11/05) n' r .'FLATTOP TECHNICAL SERVICES CML & ENVIRONMENTAL ENGINEERING • ENERGY CONSERVATION R ANALYSIS TED MOORE, P.E. 14530 ECHO CANYON ROAD PHJFAX: (907)345-1355 ANCHORAGE, AK 99516 E -Mail: tgmoore@gcl.net May 18, 2006 M.O.A. DSD P.O. Box 19-6650 Anchorage, AK 99519 Dear Sirs: The purpose of this letter is to provide the required design narrative in support of our application for a permit to replace a failing septic tank/lift station on Lot 14, Block 6, South hills S/D, located at 8035 Hillside Way. A site plan and specifications are enclosed for your review. The replacement STEP tank will be installed at the location shown on the site plan. The topography of the lot slopes downward toward the north The proposed project will have no significant impact on present or future water supply and wastewater disposal systems serving adjacent properties, nor will it have any significant impact on reserved space -surface and subsurface, or on drainage. Please give me a call at 345-1355 if you have any questions on this submittal. Sincerely, Tl� Ted Moore, P.E. 1 1 1 I 1 1 I 1 1 1 1 1 1 1 LOT 14, BLOCK 6 SOUTH HILLS SID 1 1 1 1 1 1 1 , 1 _ 1 , I � `r BDRN ' 1 OUSE � R 100' LOT 15, BLOCK 6 (VACANT) _ INSTALL NEW 1500 -GALLON DEEP BURIAL STEP TANK 1.25' DIA SCHED 40 PVC OR HDPE DISCHARGE LINE FROM LIFT STN. ABANDON EXISTING 1000 -GALLON SEPTIC TANK AND 500 GAL. LIFT STN. RECONNECT DISCHARGE LINE TO EXISTING SOIL ABS. SYSTEM - ______------- - - - - -- .,-____ L ' �►•.0.��' _ _r HILLSIDE WAY OF * 49m It :9* 0 LOT 14, BLOCK 6 SOUTH HILLS SID STEP TANK INSTALLATION SITE PLAN �• THEODORE F. MOORE ; Jp� FLATTOP TECHNICAL SERVICES �I.•C j�o�s•� r � 14530 ECHO STREET e� .•• lQ,� ANCIIORAGE,ALASKA 99516 1�eO'A_.1 ' 1c� • LOT 3, BLOCK 1 INCH = 50 FEET DRAWN BY TFM MAY, 2006 o ss (VACANT) NOTE: THIS IS NOT A SURVEYED PLAT. ALL LOCATIONS SHOWN ARE APPROXIN flattop 7echnicafSemices 14530 Echo Canyon 4jya4 Anchomge, AX 99S16 Thom (907) 345-1355 Lot 14, Block 6, South Hills SID STEP Tank Installation Specifications 1.0 General: 1.1 The scope of the project consists of abandoning an existing 1000 -gallon septic tank and 500 - gallon lift tank and replacement of these with a new 1500 -gallon deep -burial STEP tank 1.2 Construction shall be as depicted on the approved site plan. Minor deviations from these drawings may be allowed or required by the engineer conducting the inspections. All construction procedures and material specifications shall conform to Municipal and State requirements. All separation distances shall be in conformance with Municipal requirements, unless specifically waived. 1.3 The contractor shall be responsible to obtain any necessary utility locates, and to work around any buried utilities. 1.4 Unless agreed otherwise, the contractor shall be responsible for any tree clearing and grubbing necessary to complete the project. 1.5 The contractor shall provide adequate cover material and rough grading over all system components to ensure that proper drainage is achieved after settlement and that there are no residual depressions. Insofar as possible the contractor shall minimize damage to trees and existing lawn areas. 1.6 Unless specifically agreed otherwise, the homeowner shall be responsible for finish grading after the soil is compacted, as well as placement of topsoil and reseeding all areas disturbed by the construction. 2.0 STEP Tank: 2.1 The existing septic tank and lift station tanks must be properly abandoned by thoroughly pumping, removing the tops and backfilling with soil. 2.2 The new 1500 -gallon, 2 compartment STEP tank shall be Municipally approved and shall be set level on undisturbed soil. Each compartment shall be equipped with a watertight manhole cover and a 4" cleanout. Because the tank will be buried approximately 6.5 feet it shall be fabricated out of 10- guage steel to allow deep burial. 2.3 The lift station shall be installed in the second compartment of the STEP tank and shall be an "Orenco" system as supplied by Anchorage Tank. 2.4 The contractor shall be responsible to obtain the necessary Municipal electric permit and inspection, and shall provide a copy of the electrical inspector's report to the engineer overseeing the construction of the wastewater disposal system. 2.5 The lift station shall be equipped with a watertight, insulated manhole riser and cover extending a minimum of 6" above final grade with positive surface drainage away from the manhole. The contractor shall be responsible for determining the necessary length of the manhole riser. 2.6 The on, off, and alarm floats shall be set at the elevations specified by the lift station supplier, and their proper operations shall be verified by the contractor. 2.7 The discharge line from the lift station to the existing soil absorption system shall be 1.25" dia. Sched 40 PVC or HDPE. 3.0 Inspections: 3.1 A total of 3 engineering inspections will be required during the course of the project: (1) initial discussion with the contractor to finalize the location of the tank and construction procedures, (2) after the tank is set level and piping connected but prior to backfill, and (3) after rough backfill and grading is complete. 3.2 The installer shall coordinate the timing of the inspections with the engineer sufficiently far in advance to ensure the availability of the engineer. 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 PHONE EW M?j��-�— ❑UPGRADE MAILING ADDRESS '- .-Z _ LEGAL DESCRIPTION - LOCATION NO. OF BEDROOMS J DISTANCE TO: r'rr Absor�ition areaDwelliny "' PERMIT NO. ,,.--'✓'� D ai _Y h Z M Manufacturer Material `l._. No. of compartments FZ- y Liq. capacity in gallons IF HOMEMADE: I Inside length Width _ _.. Liquid depth ._. fJE�I` J (ti . .. _. 6 Y DISTANCE TO: Well Dwelling PERMIT NO. J C7Z O=Z F Manufacturer Material Liquid capacity in gallons O w= DISTANCE TO: Well r Foundation, i Nearest lot line PER N JLL Z No. of linea Length ofj e h line Total lengt lines Trench width Distance between Ines zw — y- o , 0" inches t[ H Top of the to finish grade Material beneath rile t Total effective bs rptioo area F p 4- Ll inches Length Width Depth PERMIT NO w Q F Type of crib Crib diameter Crib depth Total effective absorption area wa w Well Building foundation Nearest lot line DISTANCE TO: J Class Depth Driller Distance to lot line PERMIT NO. J W � DISTANCE TO: Building foundation Sewer line Septic tank Absorption area(s OTHER PIPE MATERIALS SOIL TEST RATING, INSTALLIE R- �ti^L.t�f' -� )U R�MAR KS ,1 °0 - „; e e 1�k�c 1) '% r CE -7 lb APPROVED DATE LEGAL 1 72 013 (Rev. 3/78) � �:Sr C -c -'r I QsJ i f Gia l -c c �/i 111 f I L -L s it 1i74i.�1 4 caiay lid 4 -FC`)ZwN i,- - 1 A ➢_ ` vYi 4, _ < 3?'- F3�r �S iii 7 c: K� V;G� 7 Z l }✓3tal `j'=S�=asvn, T��"�: `1�1�i v�—a.,� i. ?cC_✓'�-t/�-P �"�&�i l�'ND jlt� �'7Zt IXC /3y(77�tJ int illi q, Ci i 1 s o c� I � 7®c,ngi<r7gt tz y T>iCy i7uwty j� n ! /L i' - ^ ' �'V' C) F-_ DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L STREET, ANCHORAGE, AK 99501 264-472O ESEObdEEFt 84 DJEEL~L. F>E;F*P1Jl_1r PERMIT NO: 840512 DATE ISSUED: 06/27/84 APPLICANT: MAM CONTRACTING ADDRESS: 12721 TANAQA LP ANCHORAGE, AK 99515 CONTACT PHONE: 345-4456 LEGAL DESCRIP: SUBDIVISION: SOUTHHILLS L00 14 BLOCK: 6 SECTION: 1"5A TOWNSHIP: 12N RANGE: 3N LOT SIZE: 1"5A (SQ"FT. OR ACRES) MAX BEDROOMS: 3 Listed beloware the options available to you in designing your septic system" Choose the option that hest fits your site. ' K)FZ04 I �q `\ DEPTH TO PIPE BOTTOM (FT.) 4.0 , 4°0 � 4.(> GRAVEL DEPTH (FT") 5"5 0"5 3.5 TOTAL DEPTH (FT") 9"5 4"` 7"5 GRAVEL WIDTH (FT") 2,5 19"0 5"O GRAVEL LENGTH (FT.) 41.0 36"0 `-- 49,O GRAVEL VOLUME (CU,YDS.) 22"7 25.3 36^2 TANK SIZE (GALS) 1,000"0 ** 1,000"0 ** 1,000"0 �* SOIL RATING (SQ^FT,/BR) 150 150 . 150 ** TANK MUST HAVE AT LEAST TWO COMPARTMENTS .----~--~--~--.-.-~---..-^-~----.-~...-. J certify that: ' 1^ I am familiar with the requirements for on-site sewers and wells as set forth by the Municipality of Anchorage <MQH> and the State of Alaska. 2" I will install the system in accordance with all MOAcodes and regulations, and in compliance with the design criteria of this permit. 3^ I will adhere to all MOA and State of Alaska requirements for the set back distances from any existing well, wastewater disposal system or public sewerage system on this or any adjacent or nearby lot` 4. I understand that this permit is valid for a maximum of 3 bedrooms and any enlargement will require an additional permit" IF A LIFT STATION IS INSTALLED IN AN AREA COVERED BY MOA BUILDING CODES, THEN (1) AN ELECTRICAL PERMIT AND INSPECTION MUST RE gBTAINEQ; (2) AS-BQILTS WILL NOT BE APPROVED WITHOUT AN ELECTRICAL INSPECTION REPORT; AND (3) THE ELECTRICAL WORK MUST BE DONE BY A LICENSED ELECTRICIAN. SIGNED DATE - APPLICANT: MA ISSUED BY DATE: L~ PERMIT NO: DATE ISSUE=D: APPLICANT: ADDRESS: CONTACT PHONE: V11-01'41 TC jr- : 1 F " A IL_ 1E -T" V Ct F= F-� It J C::"C._) FR 44 C.3 IE= DEPARTME:NT OF HEALTH AND ENVIRONMENTAL_ PROTECTION (325 L, STREET, ANCHORAGE, AK 99501. 264-47^0 ' 3 E= 5.1I,1== F-;� :L', 1 J F IL_ L_ E .. E:: IFR. P1 1 7' 840035 06/26/84 MAM CONTRACTING 12721 TANADA LP ANCHORAGE, AK 99515 345•-4456 L.EGAL.. DEL=CRIP: SUDDIVISION: SOUTH HILLS LOT: 1.4 BLOCK: 6 SECTION: 25 TOWNSHIP: 12N RANGE: 3W LOT" SIZE: 1.5A (SQ.FT. OR ACRES) MAX BEDROOMS: _ Listed below are the options available to you in designing your septic: system. Choose the option that best fits your site. '"I_' F- Z EE INI jr—: 0.....11 1_::c OEE:13 1Ln9 L.'P F= .. a `h :E:: P, -H DEPTH TO PIPE BOTTOM (FT.) 4.0 4.0 4.0 GRAVEL.. DEPTH (FT.,) 5.5 0,5 3„5 TOTAL DEPTH (FT.) 9.5 4,5 7.5 GRAVEL. WIDTH (FT'.) 01,5 19. o 5.0 GRAVEL LENGTH (FT.) 41. is :6.0 4�r.0 GRAVEL VOLUME (CU. VDS.) 2';::p Q° ", ?f_.2 TANK SIZE. (GALS) 1,<s01 ;5�n� ty0 (? ** 1.000. t: SO:CL RATING (SQ.FT,./BR) r 1 � 50 Q0 # TANK MUS"I" HAVE AT LEAS" T'WO CCPf9Pi41=:TMENTS J! 6'3a56 195 a ii 0.._ x 61`7 Co_ C:::: 1 -- F. -T E.__ T 'I" " r n a:_a IF= Fy fA co 14 gra FT Fl e_.a E-_ DEPARTMENT HEALTH AND ENVIRONMENTAL OTEC'T'ICO-4 ':;•..•' 'L..." STREET, ANCHORAGE, AK. 99501 501_ o 264-4720 - ., _ - B . E_ (..._.. �....._ o-- u F,j �::: ^ C.- 8' k ....- : :fl: a 1=7K E F=. C d _ N -' E:_ PERMIT NO. 830568 APPLICANT _TAR REALTY 7125 ULD _•EWARD HWY 149-6561 LOCATION LEGAL LOT :L4 8LK is SOUTH HILLS SUB LOT .I<.'.F... 999999 SQUARE FEET TYPES OF _OIL a_='RPTLCN SYSTEM IS: TRENCH NiFC:IM(..(M NL(Mt:;EE? OF E;Eea.F:Cq.il"'L'=., = q" SOIL RATING (a;Q (-1"'r'E;R)::_ 1_50 THE REQUIRED SIZE OF THE SOIL.. ABSORPTION SYSTEM IS: PERMIT APPLICANT HAS THE: RESPONSIBILITY TO INFORM THIS: DEPARTMENT DURING THE. INSTALLATION .INSPE:C'T'IONS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE NUMBER OF RESIDENCES THAT THE WELL WILL '_.r:E<VE. ___. .._._...._.. Q-•_!!a—a n.- a _= .:n 7 . __:n @_._ �?_ 6"-.•9 a:=u j_ iE--E :.::::: ssCa a. -.:e IhI 8cI "••^" kc: IL.._ L.; w E'_ F=° ...7!` fl --0 == 45 THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRAINF':I:ELD. TETE:!: DEPTH OF A TRENCH OR PIT IS THE DISTANCE BETWEiE'N,! THE SURFACE OF THE I,;jl=;(:UND AND THE BOTTOM OF THE EXCAVATION CIN FEET). THERE 15 NO SET WIDTH FOR TRENCHES. THE GRAVEL DEPTH 15 THE MINii'•!i_M DEPTH OF iiiRAVE:L_ BETWEEN THE OUTFALL PIPE AND THE BOTTOM OF THE EXCAVATION (IN FEET). Fit 1=1 a._>.n R.3 .11: Ti,.: E7 IC:=n .3 -' EE E F-" 1...:1: eCT:: E... �0 f„g B ;::_:- PERMIT APPLICANT HAS THE: RESPONSIBILITY TO INFORM THIS: DEPARTMENT DURING THE. INSTALLATION .INSPE:C'T'IONS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE NUMBER OF RESIDENCES THAT THE WELL WILL '_.r:E<VE. ___. .._._...._.. Q-•_!!a—a n.- a _= .:n 7 . E" dl ".[r.: IF^^' a_.:= I`" _h., a_e E 9 _, y.. -e FT N-_- F1 CA LJ 3: Fil FEE E>_. BACKFILLING OF ANY SYSTEM 141THC+(JT FINAL INSPECTION AND APPROVAL BY THIS DEPARTMENT WILL BE :-UBjECT'" TO PROSECUTION. TO Fl CON'HUNITY SEWER LINE ISE' 75 MINIMUM DIS-•TT11'-,lCE BETWEEN A WELL. AND Ai'd'e ON--S-ITE SEWAGE DISPOSAL SYSTEM IS ;L00 F"EE:T FOR A PRIVATE WELL OR •L50 TO 200 FEET FROM A PUBLIC WELL. DEPENDING UPON THE TYPE OF PUBLIC WELL. MINIMUM DISTANCE FROM A PRIVATE WELL TO A PRIVATE: SEWER LINE 15 25 FEET AND TO Fl CON'HUNITY SEWER LINE ISE' 75 FEET WEL..!.... LOGS ARE REQUIRED AND MI_I=:T" BE RETURNED TO THE DEPARTMENT WITHIN 30 DAYS OF THE WELL COMPLETION. OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS FIND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER INSTALLATION. a=-' Lc'_ Fit I ° n Z -"r- F=0 -C a-" .b_ i-•=_ E:_ '__ 8.:: 'n E_. a:._= EOO 11 FEW IEF_ F " `:::� ..:. :1_:' N __- I CERTIFY THAT :i..: I 01 FAMILIAR WITH THE REQUIREMENTFOR ON-SITE SEWERS AND WELLS AS :SET" _ .._ FORTH BYT!-!E' MUNICIPALITY OFFil'd�: E-lCii�:FfCit:. 2: 1 WJ:E.L INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES. 3: I t.i!'.i:EF;:.•'"i't=ii,.dD _EE-iAT THE ON-SITE ..F_"WEI=: _„_•IF.11 !'IFI, I<:F_'riE_I:'tEy:E ENdL..FIf=:GEf'lE:Nd-C" IF THE: RESIDENCE IS REMODELED TO INCLUDE 14ORE: THAN 4 BEDROOMS. A61 'E.TAE? FtEFIL.`E'r _ .... v'4. 0 i K SOILS LOG ERS, INC 7125 Old Seward Hwy. Anchorage, Alaska 99502 PERCOLATION 349-6561 TEST SOILS LOG - PERCOLATION TEST o PERFORMED FOR' t-1s_.�-EViNS _ ���"-�=C r�-1 1=------OA�E PERFORMED.--_ LEGAL DESCRIPTION: 50 V'i'I•} ii IC�iJ_,5__-L l� I<�_ — (..-i7 _r__ 1._--. _C 0_C.K__ I� -- SLOPE SITE PLAN 7- 0 9.o ORGAM<- 51 iOL- / y u rz, 2 'qz 20= 135' GRAVE( -LY SAND R 4 5 COARSES N1D15% SuBRND 2 - ' NI j ROA r J ,1 ,�I V r) % 0 Wc. — •/ WAS GROUND EH ENCOUNTERED'� L� 12 eC IF •l'ES, AT WHAT _ z DEPTH? � I 13 '; . .0 1L. I ��y, Depth u 14 TD� C�' _ a� Readm D'o T .. l T. vvam� to 16 tv ° MR F., ARSON 18 �' `�•°` °`° ` ane° cn® 19���®d 20 PERCOLATION RATE --V 1-� �. _ __..—_I'nlnu. es/indil "1 TEST RUN PE MI pN FT ANE- _T— FT 1 i>one inn-, A R ETURH TC. Divislon of Geological and G 's lcal Surveys (DGGS) 3001 Porcupine Drive (Te1OP. e: 277-6615) Anchorage, Alaska 99501 STATE OF ALASKA DEPARTMENT OF NATURAL RESOURCES tvcniiun yr a«� Ia. Borough Anch W A T E R E C 0 R 0 W E L L'I Block 6 Drilling Company Name Ak Now-V�e 11-Vern�_s .R Dx� &:.int♦ U.S.G.S. Local No. Drilling Permit No. Meridian :.:,... I„ 11, our It. P.D.L. No. STATE OF ALASKA DEPARTMENT OF NATURAL RESOURCES tvcniiun yr a«� Ia. Borough Anch J _ J Sdivision _.._. ub 9 Uth Hi_ Lot }S Block 6 76. fraction Section No. Township N/S Range E/W Meridian It. Distance and Direction from Road Intersections Street Address and Area of Well Location 3. OWNER OF WELL: Address: Contracting 2. WELL LOG TypBottomf[.grave e[ Delow 4. WELL DEPTH: (completed) 175 C Surface Elevation '�Daatte oof ionSurface ( / gTMaterial .y i , see75 5. ❑cable tool x�Rota ry ❑Drive^❑Du9 ❑Jetted ❑Bored ❑Other:gravel gray cemented cla❑Auger dqE cobbles 100 6. USE: -aDomestic ❑Public Supply ❑Industry ❑ Irrigation ❑ Recharge ❑ conmercial ❑Test Wen ❑Other: a 1-70'10it y gravel see 0 si y rn i ha ec roc 1g 7, CASING: ❑Threaded Welded -- " in. to 14 t. Depth Weigh[ lbs/ft. I,. to ft. Depth m — 8. FINISH OF WELL: open hale S.. Type: Diameter: t B Slot/Mesh Size: & ✓sngth: Set between ft. and ft. Fittings: _ 9. STATIC WATER LEVEL: ft. ❑ Above 17 Below land surface Type of Measurement: 10. PUMPING LEVEL below land surface ft. after hrs. pumping 6 9 -P.M. ft, after hrs. pumping 9 -P.m. _ 11. WELL HEAD COMPLETION: ❑ In Approved Pit ❑ Pitless Adapter inches above grade C >)\ 12. GROUTING: Well Grouted: ❑ Yes ONO Material: ❑ Neat Cement 11 Other: n�a 3� 1d --------- o� 13. PUMP: (if available) HP Length of Drop Pipe ft. capacity 9 P Type: ❑ Submersible ❑ Reciprocating ❑ Jet ❑ Other: 7 14. REMARKS: Water Temperature: v 15. WATER WELL CONTRACTOR'S CERTIFICATION: This well was drilled under my jurisdiction and this report Is true to the best of my knowledge and belief: Ak Now—Well Vern's Drilling & Lnt. o^tractact License Nwns — Rpgirstered Bus'ness Name Address: 12241 Avion SRA Box 1560 Anchora e Alaska 16 Signed:_�/'�'> Date: 'A"ut or'z A Representative Form 02 -WR Copy Distribution: WHITE - State DGGS, PINK - Driller, CANARY - Customer 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 6- /� 7 / - 1. GENERAL INFORMATION (a) Legal Description (include lot, block, subdivision, section, township, range) L 14 0G 5/D SsS Ta,N�C'3i� Location (address or directions) (b) Applicant Name e AVL% of Telephone: Home 345-773 I Business �??��� Applicant Address (c) Applicant is (check one): Lending Institution ❑ ; Owner/builderN ; Buyer ❑ ; Other ❑ (explain); (d) Lending Institution Telephone Address - (e) Real Estate Company and Agent Address Telephone (f) Mail the HAA to the following address: 2. TYPE OF RESIDENCE Single -Family Multi -Family ❑ Other Number of Bedrooms 3. WATER SUPPLY Individual Well Community ❑ Public ❑ Note: If community well system, must have written confirmation from the State Departmentof Environmental Conservation attesting to the legality and status. 4. SEWAGE DISPOSAL Onsite Public ❑ Community ❑ Holding Tank ❑ Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. Page 1 of 2 72-025 (11,84) , 5. ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION 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 Mainfkay"(f– 1=vcr. Telephone Address 7l .9- 7 t? 5 14t,2 A" C i) 9,95-1,9 Date 66 WATER WELL NOTE: This Health Authority Approval inspection merely certifies that the subject water well produced 150 gallons per bedroom per day and that certified laboratory tests showed no presence of coliform bacteria in a sample of that water. No warantee .a=,�'�;,•• or certification is expressed or implied concerning the long term adequacy or safety of the water supply. ON-SITE SEWAGE DISPOSAL SYSTEM NOTE: This Health Authority Approval �•• m rs a1`�°" 0 ; inspection merely certifies that the subject on-site sewage disposal Q.. °• system accepted at least 150 gallons of water per bedroom per day Q • NFI:. Hnwrr-ionN= e t ® ? CE t as determined by methods approved by the Municipality of Anchorage -h3G9 �;.•'. •m .,'•,� Department of Health and Human Services. No warantee or �©r��� •'. ....°° certification is expressed or. implied concerning the long term ®Qcs)W cne`a'� adequacy of the on-site sewage disposal system. Construction data reported on buried system components is from MOA files and was not verified during this inspection. 6. DHEP APPROVAL / Approved for z�� bedrooms by Date _Le (–T — Approved —X Disapproved Conditional Terms of Conditional Approval einep CAUTION The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Health 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 72-025 (11/84) MUNICIPALITY Of ANCHORAGE DEPT. Of HEALTH & MUNICIPALITY OF ANCHORAGE (MO.,° ENVIRONMENTAL PROTECTION HEALTH AUTHORITY APPROVAL (HAA) CHECKLIST - FEBRUARY 1984 264-4720 Legal Description: –16/11ary)– A. WELL DATA Well Classification /XZ Elwx?, If A, B, C, D.E.C. Approved (Y/N) Z/�i� Well Log Present (Y/N) &f) Date Completed %`� Yield Total Depth Cased to A/7 Depth of Grouting °L/. f , A/dJ)A) Static Water Level _go Pump Set At Casing Height Above Ground , Sanitary Seal on Casing (Y/N) 0� Electrical Wiring in Conduit (Y/N) �� Depression Around Wellhead (Y/N)U Separation Distances from Well: oo To Septic/Holding Tank on Lot 1546 ; On Adjoining Lots ✓� To Nearest Edge of Absorption Field on Lot ���{ On Adjoining Lots To Nearest Public Sewer Line To Nearest Public Sewer Cleanout/Manholes To Nearest Sewer Service Line on Lot 3� Water Sample Collected by f _ Date Water Sample Test Results Comments B. SEPTIC/HOLDING TANK DATA Date Installed /–/6'-43,57 Size `'_ No. of Compartments 4-7– Standpipes (Y/N) VC`✓ Air -tight Caps (Y/N) — Foundation Cleanout (Y/N) Y��i— —_ Depression over Tank (Y/N) A/� ff Date Last Pumped Pumping/Maintenance Contract on File (Y/N) for �✓�� Holding Tank High -Water Alarm (Y/N) X %A Temporary Holding Tank Permit (Y/N) *ley_ Separation Distances from Septic/Holding Tank: To Water -Supply Well 1sa To Building Foundation ✓� � � s To Property Line To Disposal Field w To Water Main/Service Line To Stream, Pond, Lake, or Major Drainage Course Comments Page 1 of 2 72-026(11/84) C. ABSORPTION FIELD DATA Wi41e / Soils Rating in Absorption Strata 1— Type of System Design TiQ�d/�h Date Installed Z2�9 —0'5_ _ Length of Field Width of Field Depth of Field �/ � S�'m#2 Gravel Bed Thickness Square Feet of Absorption Area _i167) Standpipes Present (Y/N) !/CS k Depression over Field (Y/N) Date of Last Adequacy Test X67- �cli//i9PyD Results of Last Adequacy Test 8��, New /tench AS -3/ Separation Distance from Absorption Field: To Water -Supply Well X_?,�/ / To Property Linep To Building Foundation LAS To Existing or Abandoned System on Lot yGu_C 610 4 d On Adjoining Lots To Water Main/Service Line � To Cutbank (if present) et To Stream/Pond/Lake/or Major Drainage Course ��o i r To Driveway, Parking Area, or Vehicle Storage Area _ZZ�_. Comments D. LIFT STATION Date Installed �� —8S� Dimensions X Size in Gallons i� J(r��i�J - Manhole/Access (Y/N) "Pump On" Level at JAG' 7� "Pump Off' Level at �� r High Water Alarm Level at 1371_� _ Vent (Y/N) ✓t'S Tested for Electrical Codes (Y/N) Comments Pumping Cycles during Adequacy Test. Meets MOA I I , J _ *' Check Permitted Bedroom Rating Against HAA Request ** I certify tha c ck d, anted or conformed to all MOA and HAA guidelines in effect on the date of this inspection. Signed -mate Company -AA% a2—Cn�= MOA No. G� 43Vk t % Receipt No.6`r, Date of Payment Amount: $ 4 Page 2 of 2 72-026 (11/84) rf ly- t ' 9oft i:§ NEIL HAN'"HO2N-- CE -4369 o 40, t't r MUNICIPALITY OF ANCHORAGE DIVISION OF ENVIRONMENTAL HEALTH DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION APPLICATION FOR HEALTH AUTHORITY APPROVAL CERTIFICATE 1. General Information Application Date vZ( (a) Legal Description (include lot, block', subdivision, section, township, range) Location (address or directions) (b) Applicants s Applicants Address { Z%Z I Z�NftOa "J- P7Ltil dY (c) Applicant is (check one) Lending Institution Owner/builder ; Buyer Other (explain); (d) Lending Institution Telephone Address (e) Real Estate Co. & Agent Address Telephone (f) Mail the HAA to the following address: 2. Type of Residence t Single -Family �7 Number of Bedroom's 3. Water Supply Multi -Family Other (describe) Individual Wellp Community = Public 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 k Public Community Holding Tan Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. [Page 1 of 21 5. Engineering_ Firm Providing Inspections Tests File Search, Data and Information 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 regula- tions in effect on the date of this inspection. _ 3q °j Name of Firm ��r_jc N c l Telephone 1 `� Address 2 Date 6. DHEP Approval Approved for Approved Terms of Conditional 7-7/- (E bedrooms Disapproved o MWARD E Md Cl( CAUTION Conditional Date THE MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION (DHEP) ISSUES HEALTH AUTHORITY APPROVAL CERTIFICATES BASED SOLELY UPON THE REPRESENT- ATIONS 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 REQUIRE- MENTS. 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. (DHEP SEAL) RR4/ej/DI8 [Page 2 of 2] 7-19-84 A. WELL DATA MUNICYAL C DEP I'. L i 1L. L;.I MUNICIPALITY OF ANCHORAGE (MOA) JAN 2 NT"5 HEALTH AUTHORITY APPROVAL (HAA) CHECKLIST - FEBRUARY 1984 R EC E I ED Legal Description: Well Classification If A, B, or C, D.E.C. Approved(Y/N) well Log Present (Y/N) YE5j Date Completed % Z S4_ Yield Gi'rn Total Depth %'�— Cased to ¢ 7 Depth of Grouting K� 2'> Static Water Level Es C) f Pump Set At ( 60 9 k� Casing Height Above Ground Sanitary Seal on Casing Electrical Wiring in Conduit (YIN) t Depression Around wellhead (Y/N) Separation Distances from Well: To Septic/Holding Tank on Lot On Adjoining Lots NONE To Nearest Edge of Absorption Field on Lot 34 On Adjoining Lots_S�KiE- To Nearest Public Setter Line C3 To Nearest Public Sewer Cleancut/Manhole hJ f�� To wrest Sewer Service Line on Lot h o Water Sample Collected By Date Water Sample Test Results o Comments B. SEPTIC/HOLDING TANK DATA Date Installed f C)7�4—Size i � p G�9tMo. of Compartments Z. Standpipes (Y/N) 7�3 Air -tight Caps (Y/N)icj Foundation Cleanout (Y/N) Depression over Tank (Y/N) NO Date Last Pumped Pumping/Maintenance Contract on File (Y/N)W ; for Holding Tank High -Water Alarm (Y/iV) EVA--- Temporary Holding Tank Permit (Y/N) Separation Distances from Septic/Folding Tank: / To Water -Supply Wall 1 -z`25 To Building Foundation To Property Line Z AG ( To Disposal Field >� To Water Main/Service Lire r To Stream, Pond, Lake, cr Major Drainage Course i C%c + Comments (Page 1 of 21 2-15-84 C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata Type of System Design tg , Date Installed 1 / r?� Length of Field Width of Field Depth of Field E 3T -,,i Gravel Bed Thickness Square Feet of Absorption Area O C3 Standpipes Present (YM) l�3 Depression over Field (YM) Date of Last Adequacy Tbst r,3�_ Results of Last Adequacy Tbst Separation Distance from Absorption Field: To Water -Supply 411/ To Property Line �m To Building Foundation '_f To Existing or Abandoned System on Lot 1�1��1 On Adjoining Lots NL To Water Main/Service Line N /f To Cutbank(if present) To Stream/Pond/Lake/or Major Drainage Course (-'>V, Ly-, I ` �'C-- To Driveway, Parking Area, or Vehicle Storage Area z.4 Conrents D. LIFT STATION Date Installed i D%I 7J�`3Dimensions / tk1+ Size in Gallons & ] 0 C,,,Y ` Manhole/Access (YM) Y�=-s _ "Pump On" Level at '�)() " "Pump Off" Level at I Z ,, High Water Alarm Level at :3 -2 11 Vent (YM) `-t Tested for NVtey Pumping Cycles during Adequacy Test. Meets MDA Electrical Codes(YM)5 Comments ** Check Permitted Bedroom Rating Against HAA Request ** I certify that I have checked, verified, or conformed to all MOA HAA Guidelines in effect on the date of this inspection. Signed { Y�vv h �.k Date 14 Conpany �� L� MOA No. �' ^ 2...... iLlAl y8..i KBl /d5/s (Page 2 of 21 -`v ARD 3 PICK /CE -:3816 % 2-15-84 F 0 El 0 0 M cn — m a3 m m -4mzm000 , 0 z 0 > 0 z M x K F 0 //»§c/ m m z Z m =) > cu m 0 m z 0 m > > 0 DD m 0 x 0 C) — Z K 0 m m > > z w m '01 0 > z z m O� El Ll El 0 El 0 D El > m m m I w < Nm ommmm 0 M, , -� � � r � 0 C > 0 m m 0 0 Z m �11: M m m m — 000 P m z T m . . . 0 z m � m cn -4 0 z > 20 m m > C M K m > G) < m co m 0 Ll > 0 m 0 o x o 7 m z > 0 m im 0 Z 0 0 M � 0 05 I 0 El El 0 Z M Z 0 M M 7 > 0 M 0 0 _0 ! K -1 m m m a: o o 'n M a) C: M Z M G) M a: pA 0 t z -j > , m > m 2 z 0 z z Ln > > z F) c o r > > > :� z r p, \ . m \m 0 m El 11110 1:10 11 El