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HomeMy WebLinkAboutSEAVIEW HEIGHTS BLK 2 LT 5CA f) I 'o ;1n k -W ati MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES On -Site Services Transmittal Sheet TO: idQBEN Vuffll�L/91VP LEGAL: � C V 2 5 v'�w it6Tj- The attached paperwork has been reviewed and is being returned for the following .reason(s): Discrepancy in legal description and/or owner name. Discrepancy in number of bedrooms. Signature and/or stamp missing on Show measured distances to sewers/wells, curtain drains and streams within 200 feet of proposed system. Replacement disposal site not shown and/or tested. Calculation error in design. Show locations of all soils, percolation or water table tests. Proposed system too deep for soil test submitted. Topographic information missing or inadequate. Narrative missing or inadequate. Additional soil/perc test needed. Sand filter requirements not satisfied. Water monitoring results missing or inadequate because X_ incomplete; missing 5LI16 TlfS Jo s7'/9.vQOi106r Fml?a.H TLAD t-/ 5/L t/ L a«trED P 1W7 -y of / e'CBRe CSE /Ai Gv/N7ER T/sr F-, Well log required. Water sample unacceptable because _ X Other _,vPr lvWS lvtLL ,yovFD PRom YegmirrEO LaC�t/ate• •• (PLEgsE 'rv;r /Ff: 2Er 313 rA.'0 CnrBS A S. T. E. P, %fi/w Gv&;- GtS D /'v &H -/s SYSiE.!l ? ✓'.I E°XCl4v�To?_G1/61 i CER7"l FJEP 7-0 COroSTeuc 7" ly tX7-EW/graH 5}'S7-6.tS /N M. d. /A. Please supply the necessary information and re -submit ,your request. Your cooperation is appreciated. Reviewer Date_ U) LEAVE THIS FORMATTACHED TO PAPERWOC /203 -rev. 4/93 4,�Lo�,77'E 7•ES7-N01E Oa. .sREFr 2/j,�-,)LceArjp- RGTE!?�vATE /1/jSDRPT/div F/F_LU .A 7- 2�3 i9PPf. 1IP5 Ta au j FO EE7 -PRE)-) >Mi NAr?_-,l Municipality of Anchorage Page of 3 - DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number: Seta O 3 57 PID Number: Name: M0R?.O\Yi 6ARV Wastewater System: New O Upgrade Address: 3 b 1 AL. Tek BA�r c.,t 2 ABSORPTION FIELD Phone: No. of Bedrooms: � Deep Trench ❑Shallow Trench 11 Bed u Mound '_� Other LEGAL DESCRIPTION Soil Baling: Total Depth from original grade GPD/Sq. . FI. I I Lot: Block: Subdivision: C Depth to pipe bottom from original grade: Gravel depth beneath pipe G� SHA I E W H VIS -F1 rA h Ft. Township: Range: Section: Fill added above original grade: Gravel length: Fl. WELL: New ❑ Upgrade Gravel width: i f Number of lines: Distance erAeer. r.nes ..� Ft. I Classification (Private. A.B.CI: Total Depth : Cased To: Total absorption area: Pipe material : io T R T 3$1 Ft. 3 3*7 Ft. �7 /.=f SG. Ft. F itO Driller Dat Drill? - Static Water Level: 3 Installer E Cet.tcy Date install?p: 7/q 20 ISFt. L KL 1 c4 14F:2 Yield: Pump Set at Casing Height Above Ground: TANK 010 GPM $OTT D FI. Ft. SEPARATION DISTANCES XSeptic ❑Holding CS.TE.P To Septic Absorcea, '_'I 'Holding Public/Private Manufacturer: Capacity in gallons: From Tank =ie!c Station Tank Sewer Lines 7 TAN Kms_ Well /3y iZ ( �/ Material: C Number of Compartments Surface Water G '� LIFT STATION Lot Size in gallons. Manufacturer: Line Foundation I .� of l � ,L � "Pump an leve' at: "Pump off" level at: High water alarm ar. J Curtain Pump tAake L L1oCe! Electrical Inspections performed by: '. Drain'— Remarks: BENCH MARK — Location and Description: C�ar_�Lr,t SLalo, La (L eo Q Ln o ti, v AS Bu I S ?1_Ar,4 r Assumed Elevation IaU ENGINEER'S SEAL Inspections performed by __ . S Dates: 1s 2rc: / 7 t Department of Health and Human Services approval Reviewed and approved bv: _ Date: ,e-V�aInev I'yi)1AU"n \ 98 EP VE IN i �Q • ��� r 9th ��•� �Ar A `I0. rT—�?25 .°vZ� �! FELS FF ll 11!"2 _ -_- Well .a' dr ' 10 874 '. 54.6 95 801 % .Ilyli. J _ 25 J c 501 i5 :00 c iJo 2,ALL ,., 50 FT, 302:::: 303 3.'. 3ENCH NARK: GARAGE SLAB ASSUMED FL£V. 100.00 F] TOBBEN SPURKLAND P.E. LOT 5C, BLOCk Z SECVIEIV HEIGHTS SEPTIC SYSTEM AS BUILT 203 W 15TH, AVENUE ANCH. AK. 99501 6ARNE7T :MORROW DATE: JAN, 6. 1998 (907) 279— 39 16 3961 ALITAK BAY CIRCLE SHEET: 2/3 GRID: 2322 permit 4f sw960357 PARCEL 10 ;" 011-261-24 v SVH025C2. DWG J �rrnurt t t t f \. f Air�' x# r ' 11 r ..49th �... .. ,. •.n. • ..La��C �•■ Lv A bio. CE-c225 #♦♦� {. t�4 +/ �ttrIFFES rarrr moo••• Standard Trenches: 5' Wide 52' Long 12' Deep 6' Sewer rock 6' Cover ,VL7 /^ CLEAN OUTS - Monitory j 4' Min Cony F j'I II=II�E I�.II=III-! I�-� LIII LI icy III ! -!I Ildl =1 II 1 IEII I- 11`1181 oar Ildll 97. b = - SILT BARRIER r 97.6 1 98.67 — 98.80 91.5 j — 9L5 I a' 1500 GAL SEPTIC TANK r , -rrBSEN -1PURKLAND LOT 5C SEAVIETF HEIGHTS' ?03 v.415th A-�e GARNETT MORROW = -'_' JAN. 6. 1998 Anchorage Ak 99501 �7Q-�q E, SEPTIC SYSTEM, SCHEMATIC STATE OF ALASKA DEPARTMENT OF NATURAL RESOURCES DIVISION OF MINING, LAND & WATER Alaska Hydrologic Survey WATER WELL LOG Revised 08/18/2016 Drilling Started: ____/____/______ Completed: ____/____/_______ Pump Install: ____/____/_______ City/Borough Subdivision Block Lot Property Owner Name & Address Well location: Latitude Longitude Meridian ____________ Township ______ Range _______ Section _______ , _____ 1/4 of _____ 1/4 of _____ 1/4 of _____ 1/4 BOREHOLE DATA: (from ground surface) Suggest T.M. Hanna’s hydrogeologic classification system* https://my.ngwa.org/NC__Product?id=a185000000BYub3AAD Depth From To Drilling method:  Air rotary,  Cable tool,  Other Well use:  Public supply,  Domestic,  Reinjection,  Hydrofracking  Commercial,  Observation/Monitoring,  Test/Exploratory,  Cooling,  Irrigation/Agriculture,  Grounding,  Recharge/Aquifer Storage,  Heating,  Geothermal Exploration,  Other Fluids used: Depth of hole: __________ ft Casing stickup: ___________ft Casing type: __________ Casing thickness: _________ inches Casing diameter: _________ inches Casing depth: __________ ft Liner type: _________ Depth: _____ ft Diameter: _____inches Note: Well intake opening type:  Open end,  Open hole, Other Screen type: _________, Screen mesh size: ____________ Screen start: ________ ft, Screen stop:________ ft, Perforated  Yes  No Perforation description: Perf from: ________ ft, Perf to: _______ft, Perf from: ________ ft, Perf to: ________ ft Gravel packed  Yes  No Gravel start: ______ ft , Gravel stop:______ ft Note: Static water (from top of casing): _______ ft on____/____/_____ Artesian well  Pumping level & yield: ______ feet after _____ hours at _____ gpm Method of testing:__________________________________________ Development method:______________ Duration: ____________ Recovery rate: _________ gpm Grout type: _________________ Volume __________________ Depth: From ___________________ft, To ___________________ft Final pump intake depth: __________ ft Model: _______________ Pump size: _____________ hp Brand name: __________________ Include description or sketch of well location (include road names, buildings, etc.): Was well disinfected upon completion?  Yes  No Method of disinfection: Was water quality tested?  Yes  No Water quality parameters tested: Well driller name: .................................................................................. Company name: ................................................................................... Mailing address: .................................................................................... City: __________________________ State: AK Zip: ___________ Phone number: (________) ________- ______ Driller’s signature: Date: ______/______/_________ Anchorage Municipal Code 15.55.060(I) and North Pole Ordinance 13.32.030(D) require that a copy of this well log be submitted to the Development Services Department/City within 30 days of well completion. City Permit Number: _____________________________ Date of Issue: _____/____/_________ Parcel Identification Number: ______-_______-________ *Guide for Using the Hydrogeologic Classification System for Logging Water Well Boreholes by Thomas M. Hanna NGWA Press AS 41.08.020(b)(4) and AAC 11 AAC 93.140(a) require that a copy of the well log be submitted to the Department of Natural Resources within 45 days of well completion. Well logs may be submitted using the online well log reporting system available at: https://dnr.alaska.gov/welts/ OR email electronic well logs to dnr.water.reports@alaska.gov North water gravel: sandy 20 silt: clay lenses, damp PO BOX 110378 clay: silty B2 NE WAYNE E WESTBERG PAUL ROSELAND , M-W DRILLING 330.0 328.0 290.0 70.0 90.0 120.0 180.0 190.0 210.0 225.0 004W 0.0 2.0 30.0 L05C SW 907 133 90.0 70.0 30.0 2.0 290.0 225.0 210.0 n 190.0 180.0 SE 120.0 7 9 1997 n silt: gray, clay lenses, damp clay: gray, silty, dry gravel: sandy, clayey gravel: silty gravel: silty sand stick-up 337 23791 328.0 337.0 330.0 sand: wet, heaving, gravelly gray, silty, damp silt: gray, sandy, damp 945 3287 Anchorage SEAVIEW HEIGHTS n ANCHORAGE 99511 20 S 012N ® Muni cIL�ty ofichore j�*,roll Department of Health and Human Services 825 "L" Street Rick Mystrom, P.O. Box 196650 Anchorage, Alaska 99519-6650 Mayor 343-4744 October 23, 1997 Evelyn S Amyes Garnett V & Marva I Morrow 3961 Alitak Bay Circle Anchorage, Alaska 99516 2367 Subject: Lot 5C Block 2 Seaview Heights Subdivision Permit #SW960357, PID #011-261-24 The subject permit, issued October 23, 1996 by this office for a single family well and/or on-site wastewater system, has expired as of October 23, 1997. A new permit must be obtained from this office for a well and/or on-site wastewater system NOT installed by the expiration date. If you have drilled the well, a well log must be sent to this office for documentation of the installation and to close the permit. If a licensed Professional Engineer has inspected the installation of the on-site wastewater system, the original as -built inspection report must be sent to this office for review, approval and documentation. All inspection reports must be submitted within 30 days of construction completion. When applying for a new permit, the fees are: $320.00 for an on-site wastewater permit; $120.00 for a well permit and $440.00 for a combined on-site wastewater and well permit. If you have any questions, please call this office at 343--4744. S c rely, �� J es Cross, P.E. Program Manager On-site Services enc: Copy of Permit cc: Tobben Spurkland, P.E. -T z vmr ox" 7_7-�/7 /'�?�G�� 1 OF MUNICIPALITY OF ANCHORAGE [y DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW960357 DESIGN ENGINEER:TOBBEN SPURKLAND, P.E. OWNER NAME:ROSELAND PAUL E OWNER ADDRESS:3961 ALITAK BAY CIRCLE ANCHORAGE, ALASKA 99515 PARCEL ID:01126124 LEGAL DESCRIPTION: SEAVIEW HEIGHTS BLK 2 LT 5C LOT SIZE: 106824 (SQ. FT.) NUMBER OF BEDROOMS: 5 THIS PERMIT: 5 THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: DATE ISSUED:10/23/96 EXPIRATION DATE:10/23/97 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 DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PR RECEIVED E ISSUED BY: DATE: GV G� DATE: /0-Z 1 7- 9- 97 roPow (ALI-Ev 9AI0 frvro=,o r/f1fr nu/?1/v& r0V57'1euerlC'" rl-(C $(krwA4LY op l'rlF' TR6,veN( $Lvu6"p`o rl-(U3 Q fSloVb 771dF TRRnathf ru jos' wl ' IG i'lU77y, 8( A1-?_sRItQ 14/5 P)c_:S'(ON /N ;'bi' F16 LD CVIM `l / 0L7 56"ir-W le I- /C IS-' Coa.G r 0 & F rE E 7- o F 5 G ti. er (? (i CAC (� 1'v 5'0 POF67- 4 ` .S P'lC TUCTAN,l) JP XB. 203 W 15th. Avenue, Suite 203 ANCHORAGE, ALASKA 99501 (907)279-3916 Fax (907)-276-6013 SEPTIC SYSTEM DESIGN LOT 5C BLOCK 2 SEAVIEW HEIGHTS GARNETT MORROW Municipality of Anchorage Department of Health and Social Services 820 I Street Anchorage, Alaska 99501 September 29, 1996 We are submitting an application for the installation of a well and septic system for this lot. The submittal consist of three (3) drawings showing the present improvements on the lot and the adjoining properties, (sheet 1/3), the proposed improvments of the lot, of which only the well and septic system are subject to this permit application, (sheet 2/3), and a schematic of the septic system, (sheet 3/3). Soil logs and percolation tests of applicable testholes are also enclosed. The septic system design is based on the following: No Ground Water or Impervious Layer to 18 ft. Use Standard Trench Soil Rating. < 5 min/in = 1.2 gal per sq.ft/day No. of Bedrooms 5 Required Area per Bedroom: 15011.2 = 125 sq.ft.. Total area required: 125 x 5 = 625 sq ft. Testhole depth 18 feet Bottom Rock At 12 feet Top Rock At 3 feet Rock Depth 9 feet Total Trench Length 625 / 18 = 34.7 ft. �Y'i. IYTI ��[K�RfyLe111[L•1111(�7►1 STANDARD TRENCH TOTAL LENGTH 35 FT TOTAL WIDTH 2 FT TOTAL DEPTH 12 FT ROCK DEPTH 9 FT COVER 3 FT 1500 GAL SEPTIC TANK The installation of this septic system will not prevent wells from be installed on the adjacent lots. There are no developed or natural surface / sub surface drainage courses on this or the adjacent lots. The proposed septic system will not change the general slope of the area. Ponding and/or concentration of surface run off will not result from this installation. I ,O I \ \ LQT? \123.9 0 1126,2119) 08. 116,0 I 21 122.7 111 86.4 2 h � ss 1105 Well 6.6 1233 105,7 0 I 1.1 7• 3 106 04 4.4 RS�p O\'Y 104.0 I I 876 `W 11 874 4 SERV I I O O LOTS 1-4 I 946 A31 \ACT 5B ( VACANT I 802 80.3 73.2 — — — — —I v '. 6 PRQP \ II \ i 76.7 1 1 7 TRAC T 4 :{ II TRACT 5A VA I • �: I I \ — I I 50 0 50 100 150 200 250 300 SCAL E- 1 " = 100 FT. 041 " I II EXISTIN \MPR0 DEMENTS TOBBEN SPURKLAND P.E. LOT 5C, BLOCK 2, SEAVIEW HEIGHTS SEPTIC SYSTEM DESIGN 203 W 15TH. AVENUE ANCH. AK. 99501 GARNETT MORROWDATE: SEPI. 20, 1996 (q,,,) „Q_AQ,k 3961 ALITAK BAY CIRCLE SHEET: 1/3 GRID: 2322 I 1239 \ 126.2 119.7 8,3 116.0 I 1 ,L \ 122.7 \ 86.4 \ 111.2 . .' ;' 1 Well s0 110.5 76.8 FF 106 0 .6 7 I 1500 GAl--5 TNN. \ 1233 lOS.j 76.1 , Q 1 J \ 04 4.4 766 '.'.' 106 6.0.'.' \ 4b40 a, q 4" CLEAN 0 T \4 4 4 4 4 970 98.71' 7 5' ' 44.44 876 SERVES 44.4•, 7� ;'. OSS 1-4 8'7.444 4 1'4'. %%4 PRIYARY q` \ ♦♦ 35 FT LONG .. •'''•�� .ru rrgr•�.. . �S/v AVr♦♦♦ 7.4 12 FT DffP ♦ 9 fT OF ROCIG �/�1[� ♦ 94.6 ; • E t• ''s ♦. S OSP AV 49th I 4859 � .'; 10 ..........w r.. 4444 r ru .i '` ;;1;;± �. y...:`•..: '�.'^; �...r. .� 8�,1,, \ REPLACEMENPIT�ENCH '♦ T❑ B N SPU RKLAND ' 80.1 S �1♦���0, No, Cs Fv� r 824 ♦��I�;I MdFESS 1+������ 414 25 0 25 50 100 125 4 .'1 .04. '4'1'4 SfE S ET 1 FOR PROPOSED CAL E- ]` = 50 FT, 80,2 '0:3%%4444 ' ' ' ','dq.9• • WELL LO$ TION T PROPOSED IMPROVLML'NlS TOBBEN SPURKLAND P.E. LOT 5C, BLOCK 2, SECVIEIY HEIGHTS SEPTIC SYSTEM DESIGN 203 W 15TH. AVENUE DATE: SEPT. 20, 1996 ANCH. AK. 99501 GARNETT MORROW .,�.,_,. 3961 ALITAK BAY CIRCLE SHEET: 2/3 GRID: 2322 �,........: ls♦i 49th •• ............................. I ........... t TOBBEN SPURKLAND C4 i No. CE -2225 ♦� f�1�RDFESS10��o��• SILT BARRIER 9Tfo PRIMARY TRENCH Slandord Trenches: 2' Wide 35' Long 12' Deep 9' Sewer rock 3' Cover 0 Foundation Clean out 0 0 1500 GAL SEPTIC TANK i 0 CLEAN OUT NO SCALE ivu JU. LL BENCH MARK, ASSUMED ELEV. 100.00 ind TUBBEN SPURKLAND P.E. I I L 0 T 5C SEA JjlE? jjl HE, ICrIITs I I SEPTIC SYSTEM DESIGN 203 Anchorage Ak 99501 wrath Ave GARNETT MORROW DATE: SEPT 24, 1996 Anchorage PROPOSED SEPTIC SYSTEM. SCHEMATIC SHEET 3/3 GRID 232P Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR: D:% k AN V IJ, —1 -DA DATE PERFORMED: AWI LEGAL DESCRIPTION: l/LBL4 5C, Se W4t4A)— Township, Range, Section: D�f��pTH �<ytET) 1 � 2- 3 / 4- 5 % / 6 ,\ 7 �\ 8 . \ 9 10- 11 - < 7 12 - 9 J' 13 14-- 15 t 16 17 l.v 18 � n 19 20 - t N v COMMENTS VL 0 CL'' k WAS GROUND WATER ENCOUNTERED? S T WHAT L 0 P E Alter j U G` hale: ? IF YES, A DEPTH? Y,01V .(� Depth to Wale Monitoring? G 6 i -r DitL (1 SLOPE I � � SITE PLAN Reading Date Gross Time Net Time Depth to Water Net Drop . t/'©' &/37n' /1.v b 't u nZ7+�i t . i,�0 ° 0,2L� tD L) Wt� � „L„ a•/2- r u l o, l 7-, • v -r — , !v Y PERCOLATION RATE �' (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN — 9 FT AND ! � FT PERFORMED BY: — I — CERTIFY THAT THIS TEST WAS PERFORtA§D IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85)