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ALPINE TERRACE BLK 1 LT 3
Alp ine Terrace Block 1 Lot 3 #015-243-27 Municipality of Anchorage o Development Services Department �•:a^'" „..r, Building Safety Division a On -Site Water &Wastewater Program, 4700 South Bragaw St. `!'fl hill P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ek.us (907) 343-7904 Page 1 of 3 Onsite Wastewater Disposal System and/or Well Inspection Report Permit Number. SW020265 PIO Number. 015-243-27 Name: Wastewater System: ❑ New ■ Upgrade VIVIAN GERI MAXWELL Y P9 Address: 7641 TERRACE DR. ABSORPTION FIELD Phone: No. of Bedrooms: (907) 345-4326 3 ODeep Trench OShollow Trench ■Bed oMound 13 Other sosNoap: Taw Dram hwn "" and.: LEGAL DESCRIPTION 4.0 fpDne. rL SEE DWG. n. Block: Lot: Subdivision: Depth b ppe eeoarn been edsbw pods: Geew depth b th 0": 1 3 ALPINE TERRACE SEE DWG. n. 0.5 rL Township: Range:. Section: rJ added oeave eegnw pod.: Gavel Nnsth: SEE DWG. n 30 rL Gevw wimp: Humes of Goes: Dwome between bbe: WELL: ❑ New ❑ Upgrade 10 n 3 I 5 n tdoeurwotbn (Pdvete, Ae,c): Tobe�Cased To: Tow ab"paon ane: Poe tnpUnw: S,�IIAG / n n 300 so. n D 3034/ F-810 o'~o�X� oma ontNe: stetie wet. n " A+ Date ~� HOME SERVICES 10/4/02 Ywa: Pvnp Set At: cow" Height Move Gm.,e: TANK a fit R R SEPARATION DISTANCES aseptic 0Holding 0S.T.E.P. ■ADVANTEx To Septic Absorption Uft Holding PudK/Pmme Mar%omt r. capacity N peueee: From Tank Feld Station Tank sown uses ORENCO 1500 Well 100'+ 100'+ — — 25'+ "."' FIBERGLASS lv n of cwepmtm.eb. 2 Surface Water 100'+ 100'+ — Lot Une Foundation Curtain Drain *1 . 10'+ — 5'+ 10'+ — NONE KNOWN Remarks: OLD SEPTIC TANK AND LIFT STATION WERE ABANDONED PER THE UPC. 'LOT LINE WAIVER GRANTED WITH ISSUANCE OF SEPTIC PERMIT. LIFT STATION Size In a.Ibne: teonufeetw: 1500 ANCHORAGE TANK/ORENCO SYSTEMS 'Pv an' levw elPvnP of" levet m: Nigh wow alarm m: TIMER I TIMER I 52" Pump ". t bl d : I ENetnpd bepembne We 0,. MODEL 30 1/2HP M.O.A. BENCH MARK tocwbrt and Dn iptbm WEST END OF GARAGE SLAB ® BLUE PAINT MARK Inspections performed by: AKWWC, INC. Dates: 1st 9/30/02 2nd 9/30/02 3rd 10/4/02 Development Services Department Approval Reviewed and approved by: (1� / /r J , Date: 16 —3 D02 a.,wnee D..ew,. 100.00 n. ENGINEERS eEAL OF -I °0p T 49 ............_ .............. Je� Gayness; ft 3 0� 0 AS-BUILT DRAWING -------------------------- 10' UTILITY EASMENT 25' DRAINAGE EASMENT -- -%j CURTAIN DRAIN OUTFALL �� ^•�.. "'..-&'_."'-. �-\•4. CREEK SOLID PIPE EXISTING 3 , �v BEDROOM j HOUScnE A m SEWER SERVICE LINE FROM HOUSE HDPE. Li / B W o _ NEW CURTAIN DRAIN INSTALLED I ON 3/25-31/2003. SOLDOTNA DRIVE / t EXISTING SEPTIC SYSTEM DATE: ooQpp f 4/16/2003 o! r_7 n DRAWN BY: "� Q_ ['�� ry"''�'[�7 +''�'�"� ALASKA WATKK iX WASTE l: F �A1 L' � C.J.G. • � SCALE: CONSULTANTS„ INC.°�.�®�,�a��.� �. 6901 DEBARR ROAD, SUITE 2B . ANCHORAGE, AK 99504 " PHONE (907)337-6179 - FAX (907)338-3246 1 90 _ 40' - . .*.. .. ..- . ..........�0 D Q PREPARED FOR: PHONE NUMBER: PAGE NUMBER: VIVIAN GERI MAXWELL (907) 345-4326 1 OF 1 Q� e re A. or ss.,** LEGAL DESCRIPTION: O —7953 ALPINE TERRACE SUBDIVISION; LOT 3, BLOCK 1 `coQ 4�ea P�ofessio�� oG ' 4DOpfess*W"5 TYPE OF WORK: AS—BUILT DRAWING OF NEW CURTAIN DRAIN PERMIT NUMBER: AS -BUILT DRAWING PARCEL ID NUMBER: SW020265 015-243-27 I — — — — — — — — — — — — — — — — — — — — — — — — — — — — 10' UTILITY EASMENT A B FCO 3.09 40.4 COI 58.6 50.11 CO2 65.01 72.9 CO3 61.18 51.97 ` C04 67.97 74.32 C05 63.92 54.14 _ CO6 70.86 75.78 t UTI 58.27 49.98 \ \ ` MT2 64.22 72.12 MT3 64.73 54.89 \ �T� 25' DRAINAGE EASMENT WT4 71.24 75.98 POD 78.19 75.45 — — — — MM 76.65 71.35 \ \ POD CO 79.65 79.03 i \ CREEK GRINDER PUMP LOCATED IN CRAWL SPACE O EXISTING J BEDROOM HOUSE POD co/ �THJI I Ew tsoo SOLDOTNA DRIVE N ADVANTEX TANK NEW DRNNflELD WITH FILTER POD / 1 DATE: oQoQppp 4 (�I 10/11/02 0( �- _ DRAWN BY: ALASKA WATER & WASTEWATER SCALE: B.S.G.�. 4 31 v G CONSULTANTS. INC. .......... ... .......• :.°•� 6001 DFAAR9 POAn. SUITE 7R • ANCHORAGE, AK 90506 • MONF (007)337-6179 • FAX (007)3383]46 4D� PREPARED FOR: PHONE NUMBER: PAGE NUMBER: VIVIAN GERI MAXWELL 345-4326 2 OF 3 geff a A. rness LEGAL DESCRIPTION: Qom" C -795 e0 ALPINE TERRACE S/D; LOT 3, BLOCK 1907 SE OF WORK: AS–BUILT DRAWING OF SEPTIC SYSTEM UPGRADE Oroffessio��� SEWER SERVICE UNE FROM HOUSE INSULATED WITH 2' BLUEBOARD TO TANK-•• e_Al� A�TD$L O EXISTING J BEDROOM HOUSE POD co/ �THJI I Ew tsoo SOLDOTNA DRIVE N ADVANTEX TANK NEW DRNNflELD WITH FILTER POD / 1 DATE: oQoQppp 4 (�I 10/11/02 0( �- _ DRAWN BY: ALASKA WATER & WASTEWATER SCALE: B.S.G.�. 4 31 v G CONSULTANTS. INC. .......... ... .......• :.°•� 6001 DFAAR9 POAn. SUITE 7R • ANCHORAGE, AK 90506 • MONF (007)337-6179 • FAX (007)3383]46 4D� PREPARED FOR: PHONE NUMBER: PAGE NUMBER: VIVIAN GERI MAXWELL 345-4326 2 OF 3 geff a A. rness LEGAL DESCRIPTION: Qom" C -795 e0 ALPINE TERRACE S/D; LOT 3, BLOCK 1907 SE OF WORK: AS–BUILT DRAWING OF SEPTIC SYSTEM UPGRADE Oroffessio��� PERMIT NUMBER: SW020265 AS -BUILT DRAWING FINAL CRAM 105.74 2' OF BLUEBOARD INSULATION PER A+ HOMESERVICES— TOP OF TANK - 102.8 - INVERT OF PIPE f01.84— *RELATIVE ELEVATIONS AT BOTTOM OF TH - 92.25. GROUND WATER AT 94.75 ON 9/7/02. WATER AT 94.23 ON 9/24/02 PARCEL 10 NUMBER: 015-243-27 TOP OF ADVANTEX POD GRADE AT -106.14 (AVC.) MANHOLE 105.61 j MINNOW r �TOP TANK 10 1ozs7 -------i r 3 BEDROOM AATANfEX TANK ANT MT c FINAL GRADE - 103.88 - 104.25 0 FILTER FABRIC TOP OF ORIGINAL SAND LAYER 98.84 ••� • , ; �� TOP OF NEW SAND - 98.81 10' WIDE 094.75' CONTAMINATED DRNNROCK AND SAND WAS REMOVED. REBUILT SAND TO HIGHER ELEVATION THAN THE OLD SAND. r �0/16/2002 40 DRAWN BY: ALASKA «AI LR & WASTE `VATL'RB.S.G. _ _ C_ tV .. •� ` _.. _.. _ .._ _..._ ..._ ....., •: 7S1Q� ' ' ' �*.,.• SGAtE: 4� CONSULTANTS, INC. :......... ..........:... 6901 DFRARR ROAD. SUITE 29 • ANCNORAOF. AK 005M. • P F (007)337-0179 • FAX (007)338.3746 N.T.S.S PREPARED FOR: PHONE NUMBER: PACE NUMBER: VIVIAN GERI MAXWELL (907) 345-4326 3 OF 3 O p ... Prey GD-ness.• LEGAL. DESCRIPTION: OQOeva •, ` C�-79 .,• •`FO ALPINE TERRACE S/D; LOT 3, BLOCK 1 04 •.•, •,•.•6n�o TYPE OF WORK: %oe dP•ofeaelono\o PROFILE AS -BUILT DRAWING OF SEPTIC SYSTEM �DOpppo�o 10/09/2002 08:01 FAX 9078880770 A+ [lose Services, Inc. OCT -09-2002 07932 PM EDB. ELECTRIC 272 4598 '1 I.4 . '!r / � 0 R1ShtTAX 10/7/2002 8:14 PAGE 1/1 RiShtfAX Inspectlon Report HunklpalltY of Anehorspe, Building go" Division 4700 South ■ragaw QOO1/001 P.01 INXPECTWN9 VOICE 343-93100 INSPECTION: FAX (907)2"-7777 INr09 347-4211 Na9na EDS ELECTRIC PwrNt 02-9004 •Addrs 7641 TERRACE OR Phwm 272-4591 L"w - DK I LT 3 - ItnpecOon Onto 10,/7/2002 AM subeftlolon ALPINE TERRACE Corofnaetts or Dilsletlotta • AM -CALL TO MEET-LIFTSTATION-SIGN IN FRONT OF HOUSE SAYS 'SOLOOTNA OW \ DMPM tten Retro ElectACal a,%b. , _etkm N $ NO NONCOMPLIANCE OBSERVED ❑ CORRECTIONS ESSENTIAL AS EXPLAINED BELOW 13 WILL REEXAMINE AT NEXT ❑ 00 NOT CONCEAL UNTIL REINSPECTION INSPECTION COMMEIT M (1br kapector use only) Tnaveetor ToJ,f�� •4 o.tM /P- 7 Gam.-. MUNICIPALITY OF ANCHORAGE Development Services Department Onsite Water Q Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ONSITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Jul 31, 2002 Expiration Date: Jul 31, 2003 Permit Number: SW020265 Parcel ID: 015-243-27 Legal Description: ALPINE TERRACE BLK 1 LT 3 Design Engineer: 0041 AK Water & Wastewater Consultarr Site Address: 007641 TERRACE DR Owner Name: Vivian Maxwell Lot Size: 50525 SO. FT. Owner Address: PO BOX 110293 Total Bedrooms: 3 Permit Bedrooms: 3 ANCHORAGE. AK 99511-0293 This permit is for the construction of: R] Disposal Field ❑✓ Septic Tank Holding Tank O Privy E] 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. yl2t:-/OZ SES ��l•/rt/E62rS /4ME,f/I7E0 OES/L•A/ Dn7-ftp 9/2ti�02 A7TN Received By: Issued By: Date: g/1 /Oz— Date: 7/3/10Z Municipality of Anchorage ° Development Services Department 44 Building Safety Division i6l° — OnSite Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.cl.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. fD/S-- Permit NumberSfv0?t3Z6S Property owner(s) VIVIAN GERI MAXWELL Day phone 345-4326 Mailing address (1) P.O. BOX 110293 * ANCHORAGE. AK Mailing address (2) Zip Code 99511 Legal description (Lot, Block & Sub'd.) LOT 3. BLOCK 1: ALPINE TERRACE SUBDIVISION Legal description (Section, Township & Range) N/A Lot Size 5D 5a S Acres(6D— Dt Number of Bedrooms 3 THIS APPLICATION IS FOR: Sewer Only ❑ Well Only ❑ Sewer and Well ❑ Water Storage ❑ Sewer Upgrade 0 THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ 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 do WASTEWATER CONSULTANTS, INC. (Signoturc of property owncr or authorized ogcnt) Permit Fees: 44001 � Date of Payment: 7/A/0L Receipt Number. I�23235 Waiver Fees: 1150 - Date of Payment: Receipt Number. 23335 t,,wv_cozo53 _��__f _ �_�-_ . _...__ ALASKA. WATER & WASTEWATER CONSULTANTS, INC. September 25, 2002 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 REVISED DESIGN: SW020265 A7-t,,,j% Ref: Proposed Septic Upgrade for Lot 3, Block 1; Alpine Terrace Subdivision ADVANTE)J" TREATMENT SYSTEM To whom it may concern: During the pre -construction layout the 100 foot stream setback was flagged by a registered land surveyor and found to be closer than shown on our initial design. In addition, the sewer service line was found to be exiting the house at over 10 feet below grade. Given these findings in the field we are reducing the size of the drainfield, and installing a pump station in the crawlspace. The revised design is summarized as follows. DRAINFIELD DESIGN: a. Percolation Rate: 5 minutes/inch b. Allowable Application Rate For Advantex Effluent: 6.0 gallons/day/f12 b. Proposed Application Rate: 3.0 gallons/day/f2 c. Number of Bedrooms: 3 d. Design Flow: 450 gallons per day e. Minimum Absorption Area: 150 fl? f. Total Depth: remove all contaminated material g. Effective Depth: 0.5 feet h. Width: 10 feet j. Minimum Length: 30 feet long k. Effective absorption area: 300 RZ 6901 Debarr Road, Suite 2B — Anchorage, AK 99504 — Ph: (907)337-6179 — Fax: (907)338-3246 LOT LINE WAIVER: On the previous design we requested a 1 foot lot line waiver. We are still using the waiver for the revised design 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. Sincerely, M.S. 6901 Debarr Road, Suite 2B — Anchorage, AK 99504 — Ph: (907)337-6179 — Fax: (907)338-3246 REVISED DESIGN I---------------------------- 10' UTILITY EASMENT — PROPOSED REBUILDING OF EXISTING BED. THE EXISTING BED IS A 19 FEET WIDE BY 42 FEET LANG BED TYPE DRNNFIELD WITH 4 FEET OF SAND AND THEN 0.5 FEET OF EFFECTIVE WE ARE PROPOSING THAT THE BED BE EXCAVATED AND THAT ALL 1 \ CONTAMINATED MATERIAL BE REMOVED. AFTER ALL CONTAMINATED MATERIA. IS REMOVED, NEW M.O.4 APPROVED SAND FILTER IS TO BE INSTALLED TO OR HIGHER THAN THE EXISTING BED BOTTOM ELEVATION. INSTALL 0.5 FEET OF NEW CLEAN, WASHED SEWER DRAINROCK. THE BED IS TO BE 10 FEET WIDE BY 30 FEET � LONG. (SEE DETAIL DRAWING, PACE 4 OF 4) \ \ \ 25' DRAINAGE EASMENT ` \ \THE SEWER SERVICE UNE IS TO BE 2 INCH \ \ HDPE AND IS TO BE INSULATED WITH 2 ` INCH BLUEBOARD INSULATION 2 FEET WIDE \ 8 POSSIBLE CURTAIN DRAIN. L 0 A CURTAIN DRAIN WAS I DESIGNED IN 1983 BUT THERE IS NO L �— DOCUMENTATION THAT IT WAS EVER INSTALI.ED.� I MEAS WHICH HAVE LESS THAN FOUR (4) \FEET OF COVER SHALL BE COVERED WITH 4� - INCHES OF BLUEBOMD INSULATION THAT IS .� ---A MINIMUM OF 4 FEET WIDE ------------- \ \ -INSTALL PUMP BASIN— IN CRAWLSPACE \ EQUIPPED WITH A \ HIGH WATER ALARM. T—EXISTING SEPTIC TANK TO BE COMPLETELY ABANDONED PER THE UPC. 11 X -MTWE REQUEST A�------- LOT LINE WAIVER e ALASKA ANATRR & WASTEWATER CONSULTANTS, INC. 6001 BFRAR9 ROAD. SURF TR • CNCNORAGF. AK 99504 • FNDNF (901)337�179 • FAX (901)3384166 PREPARED FOR PHONE NUMBER: VIVIAN GERI MAXWELL 345-4326 LEGAL DESCRIPTION: ALPINE TERRACE SUBDIVISION: LOT 3, BLOCK 1, TYPE OF WORK: DESIGN DRAWING OF SEPTIC SYSTEM UPGRADE INSTALL DOUBLE CLEANOUTS -PROPOSED ADVANTEX TREATMENT _ SYSTEM (SEE DETAIL.,JRAGE 3 OF 4) \ DATE: REVISED DESIGN pdppOQ 9/25/2002 oOF A DRAWN BY: C.J.G.��:'' �....�ll. SCALE: 1"=40' PAGE NUMBER: 2OF4 s• ss• C01 C)-----�--------------------( j0i O o COI U O ICO Col c) I c) lco MT' O ------------- OI MT I -------_ — 3O• LONG FINAL GRADE— FILTER FA MT ORIGINAL GRADE —FROM ADVANTEX SYSTEM MIN. COVER EXISTING SAND FILTER REPLACE WITH M.O.A. APPROVED SAND FILTER. THE ELEVATION OF THE TOP OF THE SAND FILTER MUST BE AT OR HIGHER TWIN THE EXISTING ELEVATION. — r, ALASKA «TATER & WASTEWATER CONSULTANTS, INC. 6901 DFRARR ROAD. SUTE 78 • ANCHORAGE. AK 09504 • ENONF (901)311.6179 • FAX (907)336-3746 PREPARED FOR: PHONE NUMBER: VIVIAN GERI MAXWELL (907) 345-4326 LEGAL DESCRIPTION: ALPINE TERRACE SUBDIVISON; LOT 3. BLOCK 1. TYPE OF WORK: DETAIL DRAWING OF BED UPGRADE MJD 1m DE • APPROXIMATE LOCATION OF TOP OF EXISTING SAND —INSTALL 0.5 FEET OF NEW CLEAN. WASHED SEWER DRAINROCK WITH THE NEW PIPE CONFIGURATION AS SHOWN. DATE 9/25/2002 DRAWN BY: C.J.G. N.T.S. PAGE NUMBER: 4 O 4 of ��A. ness.- —7953 \Fa NOTE: JIM CROSS. I P.E. HAS THE ADVANTEX MANUAL INLET AdvanTex" Treatment System $; AX20 -Mode 1a '0e;,,, 40x94Pod NOTE: THE BOARD INSULATION TO BE INSTALLED OVER THE SEPTIC TANK & 4' BEYOND ON ALL SIDES EXCEPT UNDER THE ADVANTEX FILTER. THIS WILL ALLOW FOR HEAT TO ESCAPE FROM TANK & RISE TO THE FILTER ABOVE R. FINAL GRADE—\6' Am CAP YP3)—\ 6' PVC PUMP -OUT CrM.2)� 6' PVC COUPUNO CLUED TO TANK (tYP2) INLET — OPTIONAL OF 6' PPE OVER THIS CONNECrIDN TO PROVIDE SHEER PROTECTION - EXTEND TO 8R%DGE EXCAVATION 30 POCH HSUURED DATE. O 9/25/2002 DRAWN BY: OG�� ... .. •9 l4lpU ALASKA WATER & WASTEWATER C.J.G. CONSULTANTS. INC. Ste: * �' 0001 DFRePR ROAD. SUITE 1e • eNfNOReGF. AK 005M• MONF !0011331-0A9 • Fe% (001)334-3]e6 N.T.S. ........................... PREPARED FOR: PHONE NUMBER: PAGE NUMBER: VIVIAN GERI MAXWELL (907) 345-4326 3 OF 4 Q Jef' y A Games. LEGAL DESCRIPTION: Q^ ° E-7 3 ALPINE TERRACE SUBDIVISION; LOT 3, BLOCK 1, TYPE OF WORK: ��edPFoteaslo^o�� DETAIL DRAWING OF ADVANTEX TREATMENT SYSTEM �4oa..�ov, ALASKA WATER & WASTEWATER CONSULTANTS, INC. July 25, 2002 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 Septic Upgrade for Lot 3, Block 1; Alpine Terrace Subdivision ADVANTEXTt TREATMENT SYSTEM To whom it may concern: 1. GENERAL: The existing 3 bedroom house is served by a private well and septic system. The septic system is in a state of failure and needs to be upgraded. A test hole was excavated on the property to confirm soil and groundwater conditions below the existing bed. We are proposing to rebuild the existing bed around the 30 foot radius of this test hole. Due to the limited area available we are proposing to use an Advantex treatment system which will allow for a reduced sized drainfield. 2. SOILS: See the attached log, which shows the soil classifications, groundwater monitoring, and the percolation test results. 3. DRAINFIELD APPLICATION RATE: The allowable application rate for the Advantex system effluent is 4.0 GPD/FT2 for the ML layer. Regardless, we are going to conservatively assume an application rate of 3.0 GPD/F"TZ. 4. TRENCH DESIGN: a. Percolation Rate: <1 & 24 minutes/inch b. Proposed Application Rate: 3.0 gallons/dayW c. Number of Bedrooms: 3 d. Design Flow: 450 gallons per day e. Minimum Absorption Area: 150 ftZ f. Total Depth: remove all contaminated material g. Effective Depth: 0.5 feet h. Width: 15 feet j. Minimum Length: 30 feet long k. Effective absorption area: 450 ftZ 6901 Debarr Road, Suite 2B —Anchorage, AK 99504 —Ph: (907)337-6179 — Fax: (907)338-3246 5. ORENCO PACKAGE SYSTEM: The Advantex Treatment System will utilize an Orenco Systems fiberglass tank. As with their standard STEP tank, it is equipped with a high water alarm per M.O.A requirements. 6. SURFACE WATER: There is no surface water within 100 feet of the proposed septic system upgrade. 7. TOPOGRAPHY: As can be seen on the topography site plan the average topography in the area of the proposed drainfteld is a 10 to 15 percent slope running approximately south to north. In short, there are no slope concerns. 8. LOT LINE WAIVER: We request a 1 foot lot line waiver to the proposed drainfield. We are unaware of any negative impacts on adjacent wells or septic systems with the issuance of this waiver. 9. 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. '.E., M.S. NOTE: Attached is a site plan drawing, a design drawing, an Advantex detail, a trench detail, two 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 n II .7 I I II I I iii II III I L______________ ir -------------- CMR S/D III I I LOT A III I I III I I NO CONCERN III I I �T&T S/D I I LOT 3T BLLOOCK I ` 1 --- III LOT 2. BLOCK I I I I I I I 1 II NO CONCERN I I I I -- ----------- EXISTING AND PROPOSED SEPTIC \ SYSTEM (SEE DESIGN, PACE 2 OF 3) ALPINE TERRACE S/D LOT 4, BLOCK 1 1 1 I ALPINE TERRACE S/D LOT 5, BLOCK I i i i 100. CREEK SETBACK I I Tno, WFIY U5. I Fll]D i / W', i i EXISTING 3 BEDROOM HOUSE —, / ALPINE TERRACE S/D — _ LOT 2, BLOCK I \\ qAACANT_D � 1 SOLDOTNA DRIVERACE S/D /RADIUS I LOIT NE 9A. Do' WEtI BLOCK 4 1 I I I ALPINE TERRACE S/D / \ LOT BA. BLOCK 4 / ALPINE TERRACE S/D \ m % LOT 7. BLOCK 4 JIL ________\ � DATE: �/"J� i 7/15/2002 4%/i. _ _ _ _.. .. DRAWN BY: ALASKA )NINFE'R R WASTEWATERsGALE C.J.G. CONSULTANTS, INC. 6901 UFRARR ROAD, SNTF 79 • ANCHORAGF. AK 99SO4 • FHONF (407)337-0179 • FAX (W?)336.57 6 I" = 1 009 PREPARED FOR PHONE NUMBER: PAGE NUMBER: VIVIAN GERI MAXWELL (907) 345-4326 1 OF 4 LEGAL DESCRIPTION: ALPINE TERRACE S/D: LOT 3. BLOCK 1 TYPE OF WORK: SITE PLAN FOR PROPOSED SEPTIC SYSTEM UPGRADE NOTE: THE CONTRACTOR SHALL HAVE ALL 100 FOOT WELL RADII SHOWN, THE 100 FOOT STREAM SETBACK, AND THE SOUTH LOT LINE FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO CONSTRUCTION. _ — — — _ — _ 10' UTILITY EASMENT — PROPOSED REBUILDING OF EXISTING BED. THE EXISTING BED IS A 19 FEET WIDE BY 40 FEET LANG BED TYPE DRNNFIELD WITH 4 FEET OF SAND AND THEN 0.5 FEET OF EFFECTIVE. WE ARE PROPOSING THAT THE BED BE EXCAVATED AND THAT ALL \ CONTAMINATED MATERIAL BE REMOVED. /AFTER ALL CONTAMINATED MATERIAL IS REMOVED. NEW M.OA APPROVED SAID FILTER IS TO BE INSTALLED TO OR HIGHER THAN THE EXISTING BED BOTTOM ELEVATION. ROCK. THE BTO OF NEW CLEAN, WASHED SEWER DRAIED BE S FEET WIDE BY 30 FEET ` LANG. (SEE DETAIL DRAWING, PAGE 4 OF 4) ` 25' DRAINAGE EASMENT EXISTING SEPTIC TANK TO BE COMPLETELY ABANDONED PER \ \ — _ \ THE UPC. 8 3 &JSTINGSIE\ ` � \ NDusDEDM 1 / INSTALL FOUNDATION g \ CLEANOUT \ \ POSSIBLE CURTAIN DRAIN, r PROPOSED ADVANTEX TREATMENT \ \ e A CURTAIN DRAIN WAS I SYSTEM (SEE DETAIL, PAGE 3 OF 4) DESIGNED IN 1983 BUT THERE IS NO L DOCUMENTATION THAT IT WAS EVER INSTALLED. / TH/1 I WE REQUEST A 1' LOT LIN EWANER DATE:004 7/25/2002 0� F 4p ALASKA WATERTEWATKR DRAWN BY: o ��?...... gsu0 SCALE. s C.J.G. Off.' CONSULTANTS, INC. 1 = 40� """' ""' "d"" """""� 001 DFRARR ROAD. SU1TF 7R • ANCHMAGF. AK 90504 • F F (00T)157W79 • FAK (90))110-3706 ,7 PREPARED FOR: PHONE NUMBER: PAGE NUMBER: 1 / .......• VIVIAN GERI MAXWELL 345-4326 2 OF 4 Q f e GarlhesS.. All LEGAL DESCRIPTION: O� p� -7 ... 0DO ALPINE TERRACE SUBDIVISION; LOT 3, BLOCK 1, TYPEWORK: OF Ooo� DRAWING OF SEPTIC SYSTEM UPGRADE 0 ��DOo DESIGN 00000 NOTE: JIM CROSS, I P.E. HAS THE ADVANTEX MANUAL INLET AdvanTex'. Treatment System AX20 -Mode la �;�, 40x94Pod `— NOTE: THE BOARD INSULATION TO BE INSTALLED OVER THE SEPTIC TANK t 4• BEYOND ON ALL SIDES EXCEPT UNDER THE ADVANTEX FILTER. THIS WILL ALLOW FOR HEAT TO ESCAPE FROM TANK @ RISE TO THE FILTER ABOVE R. ]0 NCH 0• JIM CAP ADVANTEX INSULATED FINAL GRADE "*2, %/ 0 P00 /Rip-. 0• PVC PWP-OUT•-3 m P.z)E 0• PVC LOUPING ' uuED TO TANK i c ROCK INLET` / ORENCO — OTUBE PTIONA — -- --- — - — SCREENED SURE SECOON - - _ VAULT OF 0• PIPE THIS CDNNccnDN ENCO SHEER P aMCTlON- OVOE"' i 3 BEDROOM �EFFLUEENT EXTEND m FIBERGLASS PUMP SMDGE °wNAT101 — ADVANTEX TANK DATE:7/25/2002 .... , ... _,.., -- - -- _._°_.J.._.....,.....__........_......_.,. DRAWN BY: ALASKA WATER & WASTE, WATE C.J.G. CONSULTANTS, INC. SCALE:N.T.S. I *" "' "' """""""* 6001 DFRAPR PDAD. SUITF 29 • AWG RAGF, AK OPSOG • F F (00)U31-0110 • FAX (907)338-37L6Y PREPARED FOR PHONE NUMBER: PAGE NUMBER: OA VIVIAN GERI MAXWELL (907) 345-4326 3 OF 4 Oph,40_1 fr Gorness.• LEGAL DESCRIPTION: 4CE— ALPINE TERRACE SUBDIVISION; LOT 3, BLOCK 1 •.TYPDETAILKDRAWING OF ADVANTEX TREATMENT SYSTEM44OO4oi��o�8 FROM ADVANTEX THE DISTRIBUTION LINE IS TO BE 125 INCH 1 PCV PIPE WITH (;* HOLES SPACED EVERY 2.5 FEET ON CENTER (48 HOLES TOTAL) — — — — — — — --------MT FINAL GRADE -- 1 II I I II I I 1 II I I . I _- ----m - — — — — 1� O MT -, 30' LONC FILTER FABRIC INSTALL BRACING AND MT LTT STAKING AS NEEDED 2' MIN. ORIGCRR DE CRE OF COVER ORICINCAL GRADE .APPROXIMATE LOCATION ' ^: • : ,:: , • .. OF TOP OF EXISTING •• I"1. .•a SND EXISTING SAID FILTER REPLACE WITH M.OA 15'\A\A\A\A\A\A\A\A A\A� WIDE APPROVED SAND FILTER. THE ELEVATION OF THEINSTALL 0.5 FEET OF NEW CLEAN. TOP OF THE SAND WASHED SEWER DRAINROCK WITH THE FILTER MUSTE BE AT OR NEW PIPE CONFIGURATION AS SHOWN. HIGHER THAN THE EXISTING ELEVATION. DATE: a 7/22/2002 �� y. .. ... .. ... .. _. �- -- _. \T._.. .. .�.,. .........,..'-.._..,, DRAWN BY: ALASKA WATER & WASTEWATERs�E C.J.G. CONSULTANTS, INC. N.T.S. 6401 DFRARR WOAD. SWIF M • ANCHORACF. AO VUSOL • PNONF (001)3374179 • FAX (001)330.3?46 PREPARED FOR: PHONE NUMBER: PAGE NUMBER: VIVIAN GERI MAXWELL (907) 345-4326 4 OF 4 LEGAL DESCRIPTION: ALPINE TERRACE SUBDIVISION; LOT 3, BLOCK 1, TYPE OF WORK: DETAIL DRAWING OF BED UPGRADE ALASKA WATER & WASTEWATER CONSULTANTS, INC. 9901 DMM ROAD, 9U0E 29 ° kXWR04L AK. 99504 ° MOC (907)W-9179 ° FAN: (90n3M-7244 • WOMc w,.°.00n, (SOIL LOG — PERCOLATION TESTI LEGAL DESCRIPTION: ALPINE TERRACE, LOT 3, BLOCK 1 PERFORMED FOR: VINAN MAXWELL DE (feat »77= ORGANICS 2 3 ..ti.•:o: GW _ " Cyt,. 4 5— ML P= 14- 15 — 16 — 17 — 18 — 19 — 20 — DATE: 6/27/2002 (PACE 1 OF 2) TEST HOLE #1 SOIL CLASSIFICATIONS EXISTING THREE GW 7ORG BEDROOM HOUSE `GP ML GM CL SW GC OL ''°'T MH SP CH ��-- SM OH SC �• DEPTH TO GROUNDWATER DATE 10' 6/27/2002 nl/1 9.5' 7/9/2002 —'—'--_a\ ---------- SITE PLAN 1. i 1'-100' DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 1.5 FT. AND 2.5 FT. A PRESOAK WAS PERFORMED: ❑ YES 0 NO SOILS LOGGED BY: SUSAN OSWALT PERCOLATION TEST PERFORMED BY: ROB CAMPBELL COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY A GARNESS, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: '7t7 C�/n- ALASKA WATER & WASTEWATER CONSULTANTS, INC. 9901 DO ARA ROAD. SUM 29 • ANDOV4C AK 99304 • M O C (907)M74f7o • rAk (907)139-1246 • %vwM. aC.GMI SOIL LOG - PERCOLATION TESTI LEGAL DESCRIPTION: ALPINE TERRACE, LOT 3, BLOCK 1 PERFORMED FOR: VN'LAN MAXWELL DATE: 6/27/2002 (feet (PACE 2 OF 2) TEST HOLE #1� 1— COMMENTS: PERFORMED BY AKWWC. INC. I, JEFFREY A GARNESS. CERTIFY THAT THIS W PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: '717 O Z SOIL CLASSIFICATIONS 2- ^ EXISTING THREE r GWORG =_= BEDROOM HOUSE 3— N GP ML � GM CL 4— 0 / GC OL °• •°• oSW MH 5— •s'T SP CH SM OH Ld SC 6— 7— DEPTH TODATE GROUNDWATER 8— W 10' 6/27/2002 I TH11 Z9.5, 7/9/2002 ---------- 9— FS—ITE PLAN j � Q �.I 1'.100' 10— U_ LL. DATE READING CLOCK NET TIME WATER LEVEL NET DROP 11— TIME (MINUTES) READING (INCHES) 12 — (f)Q 7/8/2002 1 4:32 - 6' 0' J 2 5:02 30 4 5/8' 1 3/8- 13 — 3 5:02 - 6' 0' 4 5:32 30 4 1/2- 1 1/2- 14 - J 5 5:32 - 6' 0' 5 6 6:02 30 4 3/4' 1 1/4- /4'15 15 - (n 7 6:02 - 6' 0' 16- LLJ 8 6:32 30 4 3/4' 1 1/4' LLI 17- 18- PERCOLATION RATE 24 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19— TEST RUN BETWEEN 4.5 FT. AND 5.5 FT. 20 A PRESOAK WAS PERFORMED: N YES ❑ NO SOILS LOGGED BY: SUSAN OSWALT PERCOLATION TEST PERFORMED BY: ROB CAMPBELL COMMENTS: PERFORMED BY AKWWC. INC. I, JEFFREY A GARNESS. CERTIFY THAT THIS W PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: '717 O Z \ I I / \ LAT 0 a00 DFBeRRi ono. rz �+- PREIIARED F ` VIVIA GEVA AJ 7 , T T S/D T&T S/D 2, B 1 T J• BLACK 1 N Co ERN �uw CTHREE B M HOUSE NE TER R K 1 A 100' CREEK - 100' WFII 01 nOTNA nRIVF ALPI 4 1 1 LJ I E TERRAC S/D LA BA. B K 4 ALP I E 7.TERRACE BIL/0/)'LK DATE: 6/27/O DRAWN . M.E.W 1" V V59L • PH 6F 19 . U31-01 • Fe% (0. ISS6-SPLA /v�\ ��(9M � NUM 90 �d�y\43 6 1 71 �LECAL DES R (( ll AL>I E f RA S/ OT �,�6LOC 1 �/,/E��IT W RK. i! 1 l l���j/ 0060 /\ F °gyp •� X00 py A mess: —7953 o /F eeiov'o\ c Municipality of Anchorage 90 Development Services Department • ''` Building Safety Division On-Sitc Water and Wastewater Program 4700 Dragaw Street P.O. Dox 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 PROPERTY OWNER AGREEMENT FOR THE MAINTENANCE OF AN ON-SITE WASTEWATER DISPOSAL SYSTEM This agreement, dated �_ %,qw , is made between the Municipality of Anchorage Development Services Department (DSD) and the property owner(s) of: tW. t , Xsz`i Aoe_,4F 3 This agreement is made for the purpose of maintaining an on-site wastewater disposal system on the subject property. The property owners agree to the following: Submit to the Municipality of Anchorage, on an annual basis, an inspection and operation statement from a registered professional engineer. This inspection and operation statement shall verify that the engineer has inspected all effluent and air pumps, timers, and alarms, and that any deficiencies have been repaired and that the system is functioning as designed. IqLdI7, V-1b7z"&Cae (Signature) (Signature) 6 Nat lem II (Printed Name) (Printed Name) Th Foregoing Instrument was }pcknowledged before me by V;Jt�n[��rn�r�]nt IhaYeae�l on this �?'day of TO 1 , 2O&R, 1 ess my an n d�q�l.��� N ryPublic i n ure) note L• PP_t1 Ci (Notary's printe name) / L My Commission Expires Municipality of Anchorage Development Services Department � Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 995196650 www.ci.anchorage.ak.us (907)343-7904 Waiver Review Worksheet WR#: WR020053 PID#:015-243.27 HA#: Date Received: 7126M2 Legal Description: Alpine Terrace Block 1 Lot 3 Engineer. Jeffrev A. Gayness. P.E. Alaska Water 3 Wastewater Consultants. Inc. Applicant: Vivian G. Maxwell 7V"4IC Waiver Requested: ) foot from lot line to pr000sed4ralWleW Criteria: Geology A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation Total: Permit#: SIM OZ 0265' Points: Waiver is Granted: JC Waiver is not Granted: List Conditions or Reasons for above: SFE rA/ 6 /A/,FA1e S %4%r/t 1 CR ED L FR EIQ GF :1U F7Wr1c,*71CPV AV tfV TU4. )" ZS -2,04F2 Date: 7/3 /a2 By: P4 A/ Name of Reviewer Rec#: 23335 Amount: $160.00 Date Paid: 712912002 8/1/2002 Municipality of Anchorage George P. 11 uerch, Mayor Building Sakti, Di -vision F.O. Box 196G50 • 4700 S. Bragaw Strcet Anchorage, Alaska 99519-GG50 • (907) 343.8301 hltp://%%i%i'.cl.anchorage.ak.us - Jeffrey A. Gamess, PE Alaska Water & Wastewater Consultants, Inc. 6901 Debar• Road, Suite 2B Anchorage, Alaska 99504 Subject: Waiver Request for Alpine Terrace Subdivision Block 1 Lot 3 Waiver Request #WR020053 Parcel ID 4015-243-27 Wastewater Construction Permit Number S W020265 Dear Mr. Gamess: Your request for a waiver of the required 10 feet horizontal separation from the absorption field to property line has been approved. The approved separation distance is 1.0 foot. This waiver approval applies to the existing absorption field to property line separation only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. If there are any further concerns or questions regarding this waiver, please call our office at 343-7904. Sincerely, Daniel J. Roth Civil Engineer On -Site Water & Wastewater Program 0 MUNICIPALITY OF ANCHORAGE s�— DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTEC. ION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street - Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT PHONE ® NEW NAME 'T,rl m ! . Pf 3¢ 3b'�� ❑ UPGRADE MAI LIP PADD S 1 b-• LEGAL DEUSCRIPTON 1, �Io cA II Lln e Te r ru (%. LOCATION / /. NO. OF BEDROOMS ^ �,ff Lliallev, DISTANCE TO: o N; 1s,il Wellt j'1 a/ f Il Ott /v(PFsh Absorption area I vVidth _ UY PERMIT NO. Material azz Manufacturer j� PERMIT NO. 13301/6 Trench width 42 ',y I � +ne►f2s w� N V rFFr Liq. capacit in gallons IF HOMEMADE: Inside length i61$ Well Dwelling DISTANCE TO: z O Z F Manufacturer Well t Foundation p J= DISTANCE TO: n c 1 n Total length of lines / Jw LL z No. of lines Length of each line i 42 zw F Top of the to finish grade ^ ! » Material beneath tile cc }6 o Length Width Depth LU Q H Crib diameter Crib depth Type of crib as W w Well Building foundation y DISTANCE TO: Depth Driller Class J J Building foundation Sewer line W DISTANCE TO: OTHER PIPE MATERIALS 1 Yis C I SOIL TEST RATING 15-0 hy er cc m s INSTALLER Pic t -+� cr r m o u A VC1 r' h REMARKS T iA r p b v ROVED DATE 72-013 (Rev. 3/78) 2n o 0 /h Dwelling 44 / PERMIT NO.6)0//s Material SPP No. of compartments .2 vVidth _ Liquid depth i PERMIT NO. Material Liquid capacity in gallons Nearest lot line 46 / PERMIT NO. 13301/6 Trench width 42 ',y I � +ne►f2s Distance between Iines f; 6 inches Total effective absorption area -%9,V i"f Total effective absorption area Nearest lot line Distance to lot line PERMIT NO. Septic tank Absorption area(s) ft , 661 7"' I .�Z/ LEGAL /133/pin e T-�-f-r 2 e -e— /`�: STATE Of ALASKA RETUPH 70: •Division of Geological and Q� v7+Leal Surveys (DGGS) / DEPARTMENT OF NATURAL RESOURCES •• Porcupine3001 Aocherage.Alaskalr99501Td w: 277.661$) \ V A T E R V EV E-�L A E C 0 A 0 U.S.G.S. local No. or 16 Ing Company Name nnPrnn Tial la Drilling Permit HO. LOCATION OF WELL Pluu complete either la. 16, or It. A.D.L. No. Ia. borough Subd lvislon lot block Ib. Fraction Section No. Township Ra:ige Meridian T N/S E/V It. Distance and Direction from Road Intersections 7. DVNE0. OF WELL: Almond Inc. Address: 6917 Old Seward 1Twy. Anchorage, Alaska 99502 Street Address and Area of Well location 2. WELL LOG Feat Selo. k• WELL DEPTH: (completed) Surface Elevation DateComption Sunc�e f t. /1 a WA material Type TOD Bottom R 5• 0C.1,11 tool ❑Rotary ❑ Orlven ❑ Dug ❑Auger [3 Jetted C] bored ❑Otter: 6. USE: ® Domestic []Public Supply [I Industry ❑ Irrigation ❑ Recharge ❑ Commercial ❑Test Well ❑ Other: 7, CASING: E]Threaded QVelded I; In. to �A eft. Depth Weight l'! Ibs/ft. -in. to ft. Depth .T•pj ./Or )" b. FINISH OF WELL: Type! Clem ter: Slot/Nash Size: Length: Set between ft. and ft. Fittings: 9. STATIC WATER LEVEL: In ft. ❑Above (Deelw land surface Type of Measuraent: T)"t- LFal m'r, Pni l nr 10. PUMPING LEVEL below land surface 4A ft. after �]•_ hrs. pumping lrl 9 -P.M. ft. alter hrs. pumping 9•P•P'- 11. WELL HEAD COMPLETION: ❑ In Approved Pit © Pitless Adapter inches above grade 12. GROUTING: Veil Grouted: ❑ Yes El go Material: ❑ Nut Cement ❑ Other: 17. PUMP: (If available) HP Length of OMP Pipe lti ft. capacity R g•p Type: Q Submersible ❑Reciprocating ❑Jet ❑Other. IA. REMARKS: WCll finished with 21' ,ravel P-1'ia• 5• 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: Registered Business Mme Contract License unser Address: '"47 �I j1 1r Shu:aze ,i.l �Si1 -1 ass: Signed: Date: •'•, •, 9r1, 1f1'' Autnor iu Repr uenu cave Form 02 -that COPY Distribution: UNITE - State DGGS, PINK - Driller, CANARY - Customer �_ ti � c :. 3 � _ :. -� .d7 - .-..�.- .-. i &- 'C. y :a , �' '7 } .. _ S.. '^r i • -... �. 1 ...y . t a.�, . � I `' �i� L .. jT., _.. �� �.1 y ' �� Vii'` 1`-_, zr �^�:,� I ��s�pt '.�. '' g ' . . F � �� v �� � � � � ,, r � �� � ;�� �'�� eE,� ., ,,� �`" ��,.e�, �- us ,, .. .� b ��h-.K .. ., -� `, � - ...fir .. ,, ice.. .. -., , � �.-� MUNICIPALITY OF ANCHORAGE Department f Health and Environmenta- Protection 825 Street, Anchorage, AK. .9501 264-4720 # # # HANDWRITTEN PERMIT # # # Permit WELL AND/OR ON-SITE SEWER PERMIT Applicant: Mailing Address:_- Location: �; ��� h , �� C' Phone Number: _ Legal Description: L-- Lot Size: Type of Soil Absorption System Is: Trench: Drainfield: Seepage Bed: Holding Tank: Maximum Number of Bedrooms: ' Soil Rating(sq.ft/br) j The Required Size of the Soil Absorption System Is: DEPTH LENGTH GAVEL DEPTH WIDTH The length dimension is the length(in feet) of the trench or drainfield. The depth of a trench or pit is the distance between the surface of the ground and the bottom of the excavation(in feet). There is no set width for trenches. The gravel depth is the minimum depth of gravel between the outfall pipe and the bottom of the excavation(in feet). * * REQUIRED SEPTIC(HOLDING) TANK SIZE = GALLONS # # Permit applicant has the responsibility to inform this department during the installation inspections of any wells adjacent to this property and the number of residences that the well will serve. * * * TWO(Z) INSPECTIONS ARE REQUIRED # # # Backfilling of any system without final inspection and approval by this departmen will be subject to prosecution. Minimum distance between a well and any on-site sewage disposal system is 100 fee for a private well or 150 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 is 25 feet and to a community sewer line is 75 feet. Well logs are required and must be returned to this department within 30 days of the well completion. Other requirements may apply. Specifications and construction diagrams are available to insure proper installation. * PERMIT EXPIRES DECEMBER 31, 1 9 3 3 I certify that: (1) I am familiar with the requirements for on-site sewers and wells as set forth by the Municipality of Anchorage. (2) I will install the system in accordance with codes. (3) I understand that the on-site sewer system may require enlargement if the residence is remodeled to include more that 3 bedrooms. Signed: Issued by: t� Applicant Date: (, SWP/024(1/81) ; RK MEIR W&RAW 000 0parol"W41% A TEE T (ON 025 monopHGE Hr %701- 1 in l ff 11 1 Q W4 1 " U +0 1 -1 .1 f G-QjNpP Una THE FILES W THE /* ILI 7" CIA 7A , dc D'�; �f•`f / ,(/ /'Ti' V /✓ �y ' i lir ""' / � N V7 •' �- / J �i �" . Cd r�r �( �J'q/ "5� ,i ✓A ` a �(j G� r +-� h r1-1 Alo Z. / /'YILAu-ie'� .t"jj J �o/-{7�®U, c/ T,q C.v �4 C cGe 7Z 6v pwaAi o1wr� level 4t•d'" // t/ /C/ J r March 20, 1979 t;• "ri �.i.l ii dri, ri-q • f'. i'-Jm (,r !u li i r MICHAEL AEL B. BERG CONSULTANT r. iii. � �>� F ,� T � _� •,� �����r:n �,.. .,_, Mr. Thomas Bay v c/o Mr. Roger Malcolm Marston Real Estate 2804 W. Northern Lights Blvd. Anchorage, Alaska 99503 MUNICIPALITY OF ANCHORAGE DEPT. C- I %LT' & ENVIRONI,/,r ;TAL ; -CTION MAR 2 1 RECEIVED Subject: Soils investigation for sanitary sewer system on Lot 3, Block 1, Alpine Terrace Subdivision, Anchorage, Alaska. Dear Mr. Bay: At the request of Mr. Roger Malcolm of Marston Real Estate on march 9, 1979, I conducted a soils investigation to determine the site , and adequacy of the subsurface soils, to permit construction of an on site sanitary sewer system. This investigation, which was accomplished on march 12, 1979, consisted of the inspection of soils removed during the drilling of three, 6 inch.diameter test holes. Test Hole No. 1 was drilled to a total depth of 5.0 feet, Test Hole No. 2 was drilled to a depth of 6.0 feet, and Test Hole No. 3 was drilled to a total depth of 23.0 feet. The soils encountered are graphically shown on the accompanying test hole boring logs. A water table was encountered in each of the three test holes. Test Hole No. 1 had a water table at 2.0 feet, Test Hole No. 2 at 4.5 feet and Test Hole No. 3 at 14.5 feet. The topography of the subject lot consists of an East West trending low valley that slopes at a moderate grade in a westerly direction. Maximum relief on the lot is approximately 30 feet. The downslope from the southern lot line to the center of the lot in a northerly direction has approximately a 35 to 40 per cent grade. Vegetation present on the subject lot consists of scattered spruce trees to 40 feet tall, with an occasional birch, some alders and willows to 8 feet tall, and a low ground cover of mosses and grasses. At the time the soils investigation was performed a snow cover of 2 to 3 feet in depth was present. No lot corners could be located with accuracy because of the buried stakes or monuments if they even exist at all. An accompanying sketch shows the subject lot with the approximate locations of the test holes in relation to the property lines. It is unfortunate that a shallow water table was found in each of the three test holes. In Test Hole No. 3 the water table was encountered at 14.5 feet, but the test hole is too close to the lot line and the topography is such that if it were moved to the north the abrupt drop in surface elevation would probably result in the water table being at too shallow of a depth to allow construction of an on site sewage disposal system. • (; _ ii r�:( it , • f'� �iiu �; r)lo_ly' • ! �i ,I� r, • f_lr r,ui, .n' MICHAEL B. BERGMANN GEOCONSULTANT B(�K 101, : r" r" ROUTE /\ -AN(,I IUI?fv' (907) 3449150 The only possible course of action I can see that you could take at this time, would be to wait until the snow cover is gone. Then determine the exact boundaries of your property by either locating the possibly existing survey stakes, or having a lot survey done. After this is done you can then probe possible site locations for the depth to the water table using a small hand auger or other tool (probe to at least a 10 foot depth). If you encounter a likely spot, then have a standard soils investigation performed at this location. This will increase the probability of the test turning out successfully and minimize your expenses. I appreciate the opportunity to be of service to you. Please contact me if you have any questions regarding this soils investigation. very truly yours, Michael B. B ann Consulting ologist Attachments: Drawing of test hole boring logs with location sketch. xc: Department of Health and Environmental Protection w N O 0 0 S 89058' W 210.00' 10' Utility Easement_ Lot 3, Block 1, N Alpine Terrace Subdivision, Anchorage, Alaska `� 2= Mainten ance gas `ement TH#1 29' I TH#2 105' 175' 57' 73' TH#3 6' "N 89058' E 210.00' 30' Soldotna Drive (Terrace Drive) NOT TO SCALE Distances are approximate and have not been measured by surveying methods as to locations of test holes. Michael B. Bergmann Consulting Geologist Box 191, Star Route A Anchorage, Alaska 99502 (907)344-9150 w 1 30' T. H. No. 1 3-12-79 0.01 N Organics & Peat: moist, o' loose, green to dk brn. 2. --1.0' WD •o D Gravel: w/some Sand, med dense, wet, grybrn. (GW) WATER TABLE ENCOUNTERED @ 2.0'WD5.0'TD T. H. No. 2 3-12-79 0p xti Organics & Peat: w/some Sil?, moist, loose, dk brn. Silt: w/some Clay & Sand, wet, soft, brn w/some blue. (ML -CL) —4.01 4.5'AB Gravel: w/some Sand, °trc silt . (GW -GM) vy wet,loose, brn \ 6.0'TD WATER TABLE MEASURED @ 4.5'AB .H. No. 3 3-12-79 0.0' ti Wood, vegetable matter, etc. intermixed with some soil. Apparently, this material is the spoil left from the road ti x construction. .5 0' Organics & Peat: w%some Silt; .soft, moist, dk redbrn. Sandy Gravel: w/some Silt, 6.51 vy moist, med dense, graybrown. —8.5' 14.5'WD Silt: with some Sand And Gravel, moist to wet, med dense to loose, graybrown. (GM -ML) 23.0'TD WATER TABLE ENCOUNTERED @ 14.51WD Test Hole Boring Logs represent soils encountered on Lot 3, Block 1, Alpine Terrace Subdivision, Anchorage, Alaska. W N 0 0 H S 89058' W 210.00' 10' Utility Easement_ Lot 3, Block 1, N Alpine Terrace Subdivision, Anchorage, Alaska Maintenance — �.� Fs_ment TH#1 29' TH#2 1051,\ J 175' 57 73' 1 _ TFF# 3 61 30' N 89058' E 210.00' Soldotna Drive (Terrace Drive) NOT TO SCALE Distances are approximate and have not been measured by surveying methods as to locations of test holes. Michael B. Bergmann Consulting Geologist Box 191, Star Route A Anchorage, Alaska 99502 (907)344-9150 30' T. If. No. 1 3-12-79 0.0' Organics & Peat: moist, o - loose, green to dk brn. o' O WD Gravel: w/some Sand, med dense, wet, grybrn. (GW) WATER TABLE FNCOUN`I'ERED @ 2.01WD5.0'TD T. H. No. 2 3-12-79 �xN Organics & Peat: w/some SilV; Q' ti moist, loose, dk brn. _ Silt: w/some Clay & Sand, wet, soft, learn w/some blue. (ML -CL) —4. 0 ' -- 4.5'AB Gravel.: w/some Sand, 0 \• •q' trc silt, vy wct,loose, brn. (GW -GD' O 6.0'TD WATER TADLE MEASURED 9 4.5'AB t. H. No. 3 3-12-79 0.0' Wood, vegetable matter, etc. intermixed with some soil. Apparently, this material is the spoil left from the road ti construction. Organics & Peat: w/some Si1;0 soft, moist, dk redbrn. �.b andy Gravel: w/sorne Silt, o —%lvy moist`} med dense, 0 0 jra l rown . 14.5'WD Silt: with some Sand ,end Gravel., o moist to wet, Pied dense to D ,Q • loose, grayl_)rown . (G -'-V11') -23. O'TD WATER TABLE ENCOUNTER -ED @ 14.5'WD Test Hole Boring Logs represent soils encountered on Lot 3, Block 1, Alpine Terrace Subdivision, Anchoracce, Alaska. ALASKA cAUIROWnTAL COnTROL ShiUINS, InC. Engineerinq & 6nuironmental Studies SPECIFICATIONS FOR CURTAIN DRAIN D ELEVD BED ALTERNATIVE WASTEWATER TREATMENT SYSTEM — LOT-,'P,$LOCK , ALPINE TERRACE SUBDIVISION 1.0 GENERAL 1.1 THE DRAWINGS, SHEETS 1 THRU 3, SHALL BE A PART OF THIS SPECIFICATION. 1.2 ALL MATERIALS AND WORKMANSHIP SHALL MEET THE REQUIREMENTS OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION PERMIT. 1.3 ALL EXCAVATIONS AND DEPTHS ARE ADVISORY AND ARE TO BE VERFIED OR MODIFIED IN THE FIELD BY THE ENGINEER. 1.4 IT IS THE RESPONSIBILITY OF THE OWNER TO OBTAIN ALL NECESSARY PERMITS OR EASEMENTS. 2.0 CURTAIN DRAIN 2.1 THE PIPE FOR THE CURTAIN DRAIN SHALL BE RIGID PVC PERFORATED PIPE ASTM D 3350 L06K2B. 2.2 THE ROCK FILL SHALL BE 1/2" — 2 1/2" WASHED GRAVEL. 2.3 THE ENGINEERING FABRIC SHALL BE TYPAR, MIRAFI OR FIBERTEX. 2.4 THE SLOPE OF THE DRAIN SHALL NOT BE LESS THAN 0.45 FT/100 FT. 2.5 THE CURTAIN DRAIN SHALL NOT BE PLACED CLOSER THAN 20 FT TO ANY SOIL ABSORPTION SYSTEM. 3.0 SEEPAGE BED 3.1 THE GRAVEL FOR THE BED SHALL BE SIZED BETWEEN 0.5 TO 1.5 INCH AND RELATIVELY FREE FROM SILT OR SAND. 3.2 THE BOTTOM OF THE EXCAVATION SHALL BE RAKED WITH THE BACKHOE BLADE TO INSURE THAT THE BOTTOM HAS NOT BEEN COMPACTED DURING EXCAVATION. THE BOTTOM ELEVATION SHALL BE PLUS OR MINUS 2". 3.3 THE DISTRIBUTION PIPE SHALL BE 4 INCH RIGID PVC OR POLYETHYLENE. THE PIPES SHALL BE LAID LEVEL. 3.4 AN OBSERVATION PIPE SHALL BE PLACED AS SHOWN IN THE DRAWINGS. IT SHALL BE RIGID PVC, ASTM 3033 D-3034. THE SECTION SHOWN WITH HOLES MAY BE EITHER DRILLED 0.5" HOLES @ 6 INCH CENTERS ON OPPOSITE SIDES OF THE PIPE OR A REGULAR SECTION OF REGULAR PERFORATED DISTRIBUTION PIPE MAY BE CLAMPED TO THE SOLID SECTION WITH A NO HUB COUPLING OR SOLVENT JOINT. A RUBBER RAIN— CAP (JIMCAP OR EQUAL) SHALL BE PLACED ON THE TOP THE PIPE. 3.5 THE GRAVEL SHALL BE COVERED WITH A LAYER OF UNTREATED BUILDING PAPER OR A NONWOVEN FABRIC SUCH AS MIRAFAR FIBRETEX 200 GRADE, OR POLY—FILTER X OR EQUAL. 3.6 IF INSULATION IS REQUIRED THE INSULATION SHALL BE DOW EXTRUDED BLUE STYROFOAM BOARD OR ARCO GEOFOAM EMBANKMENT INSULATION BOARD OF THE THICKNESS SHOWN ON THE DRAWINGS. 3.7 THE TOP OF THE BED SHOULD BE PLANTED WITH A WHITE CLOVER AND RED FESCUE MIX. 1200 West 33rd Auenue, Suite B • Anchorage, Alaska 99503 • 907) 276-1361 ALASKA ENVIRONY"'TAL JOB fi m Fc°; .� CONTROL SERVIC` INC. SHEET NO. / ' OF 3 1220 West 25th Avenue Suite B ANCHORAGE, ALASKA 99503 CALCULATED BY D I4 0 DATE /0 -?3 276-1361 ?3276-1361 2792917 CHECKED BY DATE Z 0' scsi F pwoI-1'� r� 1: ..,mom, .". r,a• ZAN . VIE W 12 Ora e :............ i A 43� Bed .. ... _ _2C- . _ ..... ...... D_ .... _ ..._ .. 40 .... .�, .. . , . St��►dp�pQo bF. sit r. PR�FC� V�✓. 8' r�epth .to:.r�#or HBO table for_.-Pu,r� Logkrny . wesk.r1t. 41�PIaW-_ C lmi._D IbPI t PA TMA _..-_........WJVE ......... _ ...... ....,.... .. ... Pro /,S :..H,.0 7Akk TH loo'fro- crrek .... __ ... . ruble Morr 3, ,1p0.3 pwoI-1'� r� 1: ..,mom, .". r,a• *ALASKA ENVIRONN JAL CONTROL SERVIC INC. 1220 West 25th Avenue Suite B ANCHORAGE, ALASKA 99503 276-1361 279.2917 / - 4 JOB}J SHEET NO. _ . OF CALCULATED BY D ! DATE 2 - CHECKED _CHECKED BY DATE SCALE Fe ALASKA ENVIRONNI'--TAL JOe "' CONTROL SERVICr MC. SHEET NO. r OF 1220 West 25th Avenue Suite B_� ANCHORAGE, ALASKA 99503 CALCULATED 8Y DATE AL 276-1361 279.2917 CHECKED BY DATE ACALE AD S IAIP RETURN TO: Division of Geological and f'` hysical Surveys (DGGS) 3001 Porcupine Drive (Tel, le: 277-6615) Anchorage, Alaska 99501 W A T E R W E L L R E C 0 R 0 Drilling Company Name LOCATION OF WELL Please complete either la, lb, or Ic. tl la. Borough Subdivision Lot Block lb. Fraction Section No. lc• Distance and Direction from Road Intersections Street Address and Area of Well Location 2. WELL LOG Material Type Feet Below Surface Top Bottom i �-+ STATE OF ALASKA DEPARTMENT OF NATURAL RESOURCES U.S.G.S. Local No. Drilling Permit No. A.D.L. No. Township Range Meridian N/S E/W 3. OWNER OF WELL: y Address: l ,> 4• WELL DEPTH: (completed) Surface Elevation Date of Completion ft. 5. Cable tool O Rotary C] Driven n Dug ❑ Auger ❑ Jetted ❑ Bored ❑ Other: 6. USE: [] Domestic [:] Public Supply Industry irrigation ❑ Recharge ❑ Commercial Test Well Other: 7. CASING: [] Threaded O Welded �., in. to ft. Depth Weight lbs/ft. in. to ft. Depth i S. FINISH OF WELL: Type: Diameter: Slot/Mesh Size: Length: Set between ft. and ft. Fittings: 9, STATIC WATER LEVEL: ! ft. Above Q Below land surface Type of Measurement: Ir ,tet ' 1 i s — 10. PUMPING LEVEL below land surface ft. after hrs. pumping 9•p•m- ft. after hrs. pumping g.p.m. 11. WELL HEAD COMPLETION: In Approved Pit QPitless Adapter inches above grade 12. GROUTING: Well Grouted: F� Yes 0140 Material: ❑ Neat Cement ❑ Other: 13. PUMP: (if available) HP Length of Drop Pipe ft. capacity 9-P Type: Q Submersible []Reciprocating Jet ❑ Other: 14. REMARKS: 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: Registered Business Name Contract License Number Address: Date: Signed: Authorized Representative Form 02-WWR Copy Distribution: WHITE - State DGGS, PINK - Driller, CANARY - Customer Municipality of Anchorage -rag., • �; Development Services Department ►'; / Building Safety Division On -Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 -71 S$. I� JI E_. OF www.ci.anchorage.ak.us A 'VL ' 1' n (907)343-7904 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 015-243-27 HAA# & /-+ 0 a 0 93 6 1. GENERAL INFORMATION Expiration Date: G-— 17 ` 0 3 Complete legal description ALPINE TERRACE SUBDIVISION: LOT 3, BLOCK 1 Location (site address or directions) 7641 SOLDOTNA DRIVE, ANCHORAGE AK 99516 Current Property owner(s) Mailing address Lending agency Mailing address Real Estate Agent Mailing address VIVIAN MAXWELL Day phone 345-4326 P.O. BOX 110293, ANCHORAGE, AK 99511 Day phone Day phone Unless otherwise requested, NAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 3. TYPE OF WATER SUPPLY: Individual Well Individual Water Storage Community Class Well Public Water System 3 The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineers work. TYPE OF WASTEWATER DISPOSAL: 0 Individual On-site ❑ Individual Holding tank ❑ ❑ Community On-site ❑ ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineers work. Note: Alaska Water and Wastewater Consultants, Inc. shall be paid S at, or prior to closing for the engineering services provided. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Health Authority Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is(are) 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(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm ALASKA WATER & WASTEWATER CONSULTANTS, INC. Phone Address 6901 DEBARR ROAD, SUITE 28 * ANCHORAGE, AK 99504 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Engineer's Comments: In conducting this evaluation, AKWWC, Inc. attempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DSD Guidelines & Regulations. The reported results described the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soils condition, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. AKWWC, inc. can therefore not provide any warranty or future estimate of how long the system will continue to meet the operational requirements of the ADEC or MOA DSD. The content of this report Is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any other person or party is not authorized, nor will it confer any legal right whatsoever. 5. DSD SIGNATURE !:::'_O� Approved for 3 bedrooms. Disapproved. 337-6179 Date 3 13 b Conditional approval for bedrooms, with the fllowing stipulations: <<l'•� :Sl Of ON-SITE ; 0': Z - Z ' %A!ATER AND : in WASTEWATER • Rc;0r.RAM Attachments:; ' ...... • • Sp `�. HAA Checklist Manitenance Agreements ENT ENSE`��;����1 '�//1111111 Septic System Advisory Supplemental Engineer's Reort Well Flow Advisory Other By: Original Certificate Date: i. (Rev. 12111) Municipality of Anchorage • Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage. AK 995194650 www.ci.anchorage.ak.us (907)343-7904 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: ALPINE TERRACE SUBDIVISION: LOT 3 BLOCK 1 Parcel ID: 015-243-27 A. WELL DATA Well type PRIVATE If A. S. orC provide PWSID# N/A Date completed 5/20/83 Sanitary seal (YIN) YES Total depth 68 ft. Cased to 68 ft. FROM WELL LOG Date of test 5/19/83 Static water level 10 ft Well Log (YM) YES Wires properly protected (YM) YES Casing height (above ground) 12+ in. AT INSPECTION 5/20183 14.5 ft. Well production 10 g,p,m, 5.9 g,p,m, WATER SAMPLE RESULTS: Coliform'_ colonies/100 ml. Nitrate 00.996mgJL. Other bacteria !" Colonies/100 mi. •10 2/02 Arsenic: N A mg./L. Date of sample: *03,(12/03 Collected by: AKWWC, INC. S. SEPTICIHOLDING TANK DATA *GRINDER PUMP IN CRAWL SPACE AND PRESSURE UNE TO TANK Tank Type/Material FIBERGLASS Tank size 1500 gal. Number of Compartments 2 Foundation cleanout (YM) *N/A Depression over tank (Y/N) NO Date of pumping NEW Pumper C. ABSORPTION FIELD DATA Date installed 9/30/2002 Cleanouts (Y/N) YES High water alarm (YM) YES Date installed 9/30/2002 Soil rating p.d r ft'Ibdrm) 4_0 System type BED Length 30 ft. Width 10 ft. Gravel below pipe 0.5 ft. Total depth s — 5.4 R. Eff. absorption area 300 ft2 Monitoring tube YES Depression over field NO Date of adequacy test NomResults (Pass/Fall) For 3 bedrooms Fluid depth in absorption field before test in. Water added gal. New depth =in. Elapsed Time: — min. Final fluid depth � in. Absorption rate >= — g.p.d. Any rejuvenation treatment (past 12 mo.) (YIN & type) NONE KNOWN If yes, give date — r; D. LIFT STATION Date installed 9/30/2002 Size in gallons 1500 Manhole/Access (Y/N) YES "Pump on' level at TIMER in. "Pump off" level at TIMER in. High water alarm level at 52 in. Datum BOTTOM OF TANK Cycles tested NEW Meets alarm & circuit requirements? YES E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot 100'+ Absorption field on lot 100'+ Public sewer main N/A Sewer /septic service line 25'+ On adjacent lots 100'+ On adjacent lots 1009+ Public sewer manhole/cleanout N/A Holding tank N/A SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line •1' Absorption field 5' Water main N/A Water service line 10'+ Surface water 100'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line "5'+ Building foundation 10'+ Water main N/A Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 4' Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS *LOT LINE WAIVER GRANTED WITH ISSUANCE OF PERMIT. G. ENGINEER'S CERTIFICATION pqr ()l / : I certify that I have determined through field inspections and review of Municipal records that the above systems are in """ " " "" """ conformance with MOA HAA guidelines in effect on this date. Engineer's Printed ame JEFFREY A. GARNESS V?jtoy, u V-7953 a Date 363 OZ ....... • • ' , HAA Fee $ Date of Payment Receipt Number (mo. 12101) Waiver Fee $ Date of Payment Receipt Number El PECOV. lit• KM � LOT 2, TST SUBDMSION 10' UTILITY EASEMENT ------------------------------------------------- 3 14 SOUTHERLY EM 4' t CREEK 9 /BRIDGE (] PON Y o to CWL & PRF Ll yG t.r Ptw�7 V PVC SEPTIC - ST0-PAEs (T PI e, I O Cd in Cd rrme e VP Mcr qYM 4e NN °58' 209.58' (M) �;" IS210.00' (R) O s DOTNA DRIVE M 2 10/9i02 AS BUILT 56-68 DATE ����\\\._ FLO. BK. NOTES: Easements not appearing on record subdivision plat are not shown unless description of easement is provided by client. R is the responsibility of the owner or builder, prior to construction, to verify proposed building grode relative to finish grade and utilities connections, end to determine the existence of any easemen's, covenants, or restrictions which do not appear on the recorded subdivision plat. Elevations based on assumed datum unless otherwise indicated, and bearings and distances are record data. CLIENT' ALASKA WATER 8 WASTEWATER LEGAL DESCRIPTION LOT 3, BLOCK 1, ALPINE TERRACE SUBDMSION PLAT NO. SCALE GRID 64-63 1"-40 2740 i ,11'(00 NO111UR G gURVEYING M Mil! COt*L STREET 8221 DEL wr�°E0 O AR ANCHORAGE. ALASK 502 PHONE 743-4890 NN °58' 209.58' (M) �;" IS210.00' (R) O s DOTNA DRIVE M 2 10/9i02 AS BUILT 56-68 DATE ����\\\._ FLO. BK. NOTES: Easements not appearing on record subdivision plat are not shown unless description of easement is provided by client. R is the responsibility of the owner or builder, prior to construction, to verify proposed building grode relative to finish grade and utilities connections, end to determine the existence of any easemen's, covenants, or restrictions which do not appear on the recorded subdivision plat. Elevations based on assumed datum unless otherwise indicated, and bearings and distances are record data. CLIENT' ALASKA WATER 8 WASTEWATER LEGAL DESCRIPTION LOT 3, BLOCK 1, ALPINE TERRACE SUBDMSION PLAT NO. SCALE GRID 64-63 1"-40 2740 i Municipality of Anchorage O Development Services Department C i Building Safety Division On -Site Water & Wastewater Program 4700 South Bragaw SL P.O. Box 196650 Anchorage, AK 99519.6650 www.ci.anchorage.ak.us (907)343-7904 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 015-243-27 HAA# H A Dr 3(o 1. GENERAL INFORMATION Expiration Date: 1- 3 0 - C::�— Complete legal description ALPINE TERRACE SUBDIVISION; LOT 3, BLOCK 1 Location (site address or directions) 7641 SOLDOTNA DRIVE, ANCHORAGE AK 99516 Current Property owner(s) WAAN MAXWELL Day phone 345-4326 Mailing address P.O. BOX 110293, ANCHORAGE, AK 99511 Lending agency Day phone Mailing address Real Estate Agent Day phone Mailing address Unless otherwise requested, HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 3 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well E Individual On-site 0 Individual Water Storage ❑ Individual Holding tank ❑ Community Class Well ❑ Community On-site ❑ Public Water System ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. Note: Alaska Water and Wastewater Consultants, Inc. shall be paid S at, or prior to closing for the engineering services provided. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Health Authority Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is(are) 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 riles and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Finn ALASKA WATER & WASTEWATER CONSULTANTS, INC. Phone 337-6179 Address 6901 DEBARR ROAD. SUITE 2B ' ANCHORAGE, AK 99504 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Date )JI (r D01 Engineer's Comments: In conducting this evaluation, AKW WC, Inc. attempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DSD Guidelines & Regulations. The reported results described the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identirable features. The operational life of all wells and septic systems depend on the local soils condition, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. AKW WC, Inc. can therefore not provide any warranty or future estimate of how long the system will continue to meet the operational requirements of the ADEC or MOA DSD. The content of this report is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any other person or party is not authorized, nor will it confer any legal right whatsoever. 5. DSD SIGNATURE Approved for '3 bedrooms. Disapproved. Conditional approval for Attachments: HAA Checklist (� Septic System Advisory Well Flow Advisory By: (Rw. 12:01) 491, ctrl t / . .. ..•' .efM A. rn ss.: E-795.' 00v� •t .da Proro�°� v bedrooms, with the flowing stipulations: Manitenance Agreements zz O� •WATER AE WASTEWATER ra- �• PROGRAM ( \,� •.0 •••moi �. Supplemental Engineers Reort Other Original Certificate Date: / O - 3 O - `D = W Municipality of Anchorage 0 Development Services Department Building Safety 0~ a: OnSke Water & Wastewater Program 4700 South Bragew St P.O. Boz 196850 Anchorage, AK 99519$650 www.cl.anclmge.ak us (907)343-7904 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: ALPINE TERRACE SUBDIVISION; LOT 3, BLOCK 1 Parcel ID: 015-243-27 A. WELL DATA Well type SATE If A, B, or C provide PWSID# N/A Well Log (YM) YES Date completed 5/20/83 Sanitary seal (YIN) YES Wires property protected (YIN) YES Total depth 68 ft. Cased to 68 ft. Casing height (above ground) 12+ in. FROM WELL LOG AT INSPECTION Date of test 5/19/83 5/20/83 Static water level 10 ft. 14.5 R. Well production 10 g.p,m. 5.9 9— p.m-WATER SAMPLE RESULTS: Coliform 0 colonies/100 ml. Nitrate 0.996 mgA. Other bacteria 0 colonies/100 ml. Arsenic: N/A mgA. Date of sample: 10/2/02 Collected by; AKWWC, INC. B. SEPTICIHOLDING TANK DATA *GRINDER PUMP IN CRAWL SPACE AND PRESSURE LINE TO TANK Tank Type/Matedal FIBERGLASS Date Installed 9/30/2002 Tank size 1500 gal. Number of Compartments 2 Cleanouts (YM) YES Foundation cleanout (YRJ) *N/A Depression over tank (YM) NO High water alarm (Y/N) YES Date of pumping NEW Pumper C. ABSORPTION FIELD DATA rBELOW FINAL GRADE] Date installed 9/30/2002 Soil rating .p.d r ft%drn) 4`0 System type BED Length 30 ft. Width 10 R. Gravel below pipe 0.5 ft. Total depth s --5-4 ft. Eft. absorption area 300 R' Monitoring tube YES ,Depression over field NO Date of adequacy test NEW Results (Pass/Fall) — For 3 bedrooms Fluid depth in absorption field before test = in. Water added =gaL ^ - New depth =in. Elapsed Time: = min. Final fluid depth = in. Absorption rate " — g.p.d. Any rejuvenation treatment (past 12 mo.) (YIN & type) NONE KNOWN If yes• give date — O. LIFT STATION Date installed 9/30/2002 Size in gallons _ ..1500 Manhole/Access (YIN) YES. "Pump on" level at TIMER in. 'Pump otf` level at TIMER in. High water alarm level at 52 in. Datum BOTTOM OF TANK Cycles tested NEW Meets alarm & circuit requirements?--)!S-- E. equirements?YESE. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot 100'+ On adjacent lots 100'+ Absorption field on lot 100'+ On adjacent lots 100'+ Public sewer main N/A Public sewer manhole/deanout N/A Sewer /septic service line 25'+ Holding tank N/A SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line '1' Absorption field 5' Water main N/A Water service line 10'+ Surface water 100'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line •5'+ Building foundation 10'+ Water main N/A Water service line 10'+ Surface water 100'+ Driveway, parking/vehide storage 4' Curtain drain NONE KNOWN Wells on adjacent kms 100'+ F. COMMENTS *LOT LINE WAIVER GRANTED WITH ISSUANCE OF PERMIT. G. ENGINEER'S CERTIFICATION I certify that I have determined through held inspections and review of Municipal records that the above systems are in conformance with MOA HAA guidelines in effect on this date. Engineer's Printed Nme Date l o'u 14 JEFFREY A. GARNESS HAA Fee $ 375",00 Date of Payment 10111&/o2. Receipt Number 2011 (Rev.1aro1l Waiver Fee $ Date of Payment Receipt Number a 0 IH LOT 2. TST SUBOMSION S 69•58'E MOO' (R) 10' UTILITY EASEIAENT -------------------------------------------- 3 40U1MEEEK EDGE 4- - CREEK aQ N O rear / W N n VW 8 >fs 69.8' 8 N h • Q I was. 1? New. \ 0 M 0 W •no. s ra[ a 73.2' e� •' C1 «ars (P) 210.00' (R) N10 N 69e58'00'E 418.39' (W BASIS 42O.W (R) �OLDOTNA DRIVE _ ser[: cdRR1. NS. AM a sm m anM CH A s romp O SMO 0. 111md As M.aT V i/r YM. 1 R Q llr x•11110 r q lEff. TME MEM 0 a[M p M e01I sr 1FFamr. u' wa T[c Cw[Ra slloflu r% 1Ecax a.s. Nam 0 gufazzI iG g 5221 DEL STREET j I ANCHORAGE. ALASKA 99502 Fwm1E 2.1-41990 10/9/02 IOr9/02 DATE BOUNDARY REYISKNIS AS BUILT 56-65 56-66 ). BK. NOTES. Easements not opp•oriy on record subdivision plot are not shorn Wens description of easement is pro+ided by client. R Is the respons.iWity of the owner or builder, prior to comtruction, to veruY Proposed building grade rebtive to finish grade and Waities connections, and to detrmi a the existence of any easements. covwwnts. or restrictions which do not appear on the recorded subdivision plat. Elevations based on assumed datum unless otherwise Indicated, and bearings and distances Gm record data GENT' ALASKA WATER 6 WASTEWATER LEGAL DESCRIPTION LOT 3. BLOCK 1, ALPINE TERRACE SUMMON PIAT NO. SCALE GRID 64-63 1•.40 I 2740 I • I H .,OCT -09-02 09:03AM FRW-CUE ENVIROMENTAL SRV 9075615301 T-083 P.02/03 F-171 1 CUE Environmental Services Inc. �1�Y rIII/II�rI I I CT&E Refs 1026623001 Client Name AK Water & Wastewater Consultants Inc. Project Nsme/M Alpine Terrance Client Sample ID 7641 Soldotna 13, B I Matri: Drinking Water PWSID 0 Sample Remarks: Parameter Results Nates Department Nitrate -N 0.996 Microbiology Laboratory Total Coliform 0 All DatmTimes are Alaska Standard Time Printed Date rime 10/07/2002 8:23 Collected Date/Time 10/02/2002 9:05 Received Datefrime 10/02/2002 10:00 Technical Direct Steph Ede Released By� Allowable Prep Analysis PQL Units Method Limits Date Dae Init 0.200 mg/L EPA 300.0 (<a10) 10/02/02 IIT coVIOOmL SM199222D (<—I) 10/02/02 KAP APPLIC-`NT FILLS OUT UPPER HAI `-ONLY Property Owner �j; J� �y !7 C! Time Phone Mailing Address Zip Code Date ujyer fiRA TC uic�i j Inspector Inspector Address Zip Code Inspecto 4, �,' Lending Institution /%�skQ /Y11t4UZ)L I L.. -:56 I ( � /MUNICIPALITY OF A II�G�o DEPT. OF HEALTH & Phone PROTECTION� 'f �,,�L qQQ r _ •, 7(� Address _ -� Zip Code —12,/ — b ?Q Realty Co. & Agent Z2,Q t.� 17 F r" ( �n�r Phone *CON DIT ONS F APPROV#L l� A eve ( )DISAPPROVED Address Zip Code Legal Description Ql p nE 7—e l•Q X�C� �o r r p kip � „6 f oc I ��k Street Location142 �4 Type of Residence aA co._ CP Single Family C •� �� s� w c? v`c vim- Soils/Raating Multiple Family No. of Bedrooms Well To Absorption Area t Well to Tank Well Log Received N+�"�rfl ❑ Other Water Supply A Individual 0 0 ATTACH WELL LOG. A well log is required for all wells drilled since June 1975. ❑ Community- — For wells drilled prior to that date, give well depth (attach log if available). El Public Utility Sewer Disposal Individual Year Individual Installed: Public Utility When Connected to Public Utility: ❑ Holding Tank NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. Time Time Time Time Date Date Date Date - a C)" Inspector Inspector Inspector Inspecto 4, �,' Field Notes: L.. -:56 I ( � /MUNICIPALITY OF A II�G�o DEPT. OF HEALTH & PROTECTION� 'f �,,�L qQQ r _ •, �, �q,,,�NViRONMENTAL JV IV v1 G,. , 0 No ( ) APPROVED BEDROOMS *CON DIT ONS F APPROV#L l� A eve ( )DISAPPROVED ( ) CONDITION�AAL`APPPBp�L' DATE l/�r�, a 1 ��k 43 aA co._ CP Q. C •� �� s� w c? v`c vim- Soils/Raating Date Sewer Ins aIle Q Well To Absorption Area t Well to Tank Well Log Received N+�"�rfl Septic Tank Size 0 0 1000 72-029 (9182) .c-1 f J'3 /- Y / w P 1 i 1 ka/ �111 _.__..............._ _.r.�.....- 9,(0- N June 22, 1963 4 Almond, Inc. P. 0. Box 10-2247 Anchoraye, AK 99511 u I Oject: Lot 3, Block 1, Alpine Terrace Approval for the individual sewer and water facilities cannot ;-e granted until the following items have been completed: A well log submitted to this office for our files and review. �I*Ihe top of the well casing should be sealed so that it is water tight. 0 The depression or pit around the well casing need's to be tilled with impervious type soil so that it slopes away fro.,�i the well casing. Exposed electrical wires to the well head are in violation of the Municipality of tinchorage codes arid; wusu be encased in conduit. fi 0 -che water facilities were riot turned on at the tirlie of the Ireheduled inspection. .)lease call this office for anuther appointment. Please notify this Department for a reinspection when the noted discrepancies have been-porrected. It there are any further questions, please call this office at 264-4720. Sincerely, Cory .iillis 0,11111/ej/L2