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Home My WebLink AboutHAMANN ADDN #1 TR A-1Hamman Tract A -1 #056-113-30 Municipality of Anchorage tow Development Services Department Building Safety Division On-Sde Water and Wastewater Program, 4700 Bragaw St. P.O. Boz 196650 Anchorage, AK 995196650 Page of www ci anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: SU)OGOa4ro PID Number: 050- (.1 (-30 (I)CA an Wastewater System: 1? New ❑ Upgrade Ae�•• EobO R 1, DFNe Roue, Ak 91517 ABSORPTION FIELD aw raanbwa 9.oban• ODwp Tn OSnaab.Tb O6aa AMaab Ooew LEGAL DESCRIPTION Sba ea°b° (o Taal D-I'mT WWW paw � GeP'Fr FL. abtl Lp1 subow f DpTb ppa Baran eanagW vaa G. daanbar ivt, - Narlan +I•ro F). 0,5 FL TaanM.p It n sa fa apbaa anva aprW Veba Cf LTym x FL 10 FL. Well; ❑New ❑Upgrade G .eT to wnb«a b.• 3 Do. baLaea�Maa 1 2.5 Fr. Fr C4Wr�rnn )Pngla. A e C) Ta DoTG.ae b Tato,•bwp4n ana Py Mabnn Fr. Ft loo Fr SLk 40 Pd(— Witt Da sl b wabr Lawr MWMW' Dab b•b.ee FLoLotl6lZ 825Oro r.b PMw sat al C."�.a..ep.e"� TANK GPM i6 Fl SEPARATION DISTANCES ❑Septic ❑Holding CZS.T.E.P. Other: To Fnan Septic Tank Aosorphon Fieid LM Stabon Holding Tank lubiwitnwite Sewer Lane itli'a' Ann Ta y > n CW/ -[00 A _ MxwWNunpw sieeI a Canpannbnb 2 swi,mw" 1001+ tod+ — — LIFT STATION L« L. 54- ID'+ l 50 o Gal iQrx..1+ l an ft Fpubxon SL �. 10'+ump — 'Pump pn'bwn 25 'PW*b M h -0 warty aM.m aL 1/7 n 44'/Z. n 2L T cutin ow', ^� Q .,,, FU; M t M«W om xo EM.axr n.p.aibm pwlwmae q Muni Rams• BENCH MARK Lpubm •M D.webon A..0//IMGbralgn 1M FL II (c� (1 S-NrL 1 8111) Inspections performed by: L IrA Dates: 1' 8 25 oto _ ars O F q %�P' • 'S'>'- l� Zn°.E 25 oto Development Services Department Approval '-;, y'49TH� Co d)tional Approval,p » / � Date: - 2 • d /�. .,7 w!L^'P:':Q�r... i� ��•. 1:00 T i Reviewed and approved byReviewed and approved by,pate: / d'/ 0' �' 11\ hOFESS1'„'`"" I II TRACT A-1 I 1 Cuff BANK 1 / I SPRING SM7NG TlfS A B c 17B.5 1 D ids i5.5 f Is 19 N11USE FOUNDATION f 23.5 38 y Propane Uetl. LVIL:. . LOT 5 I 1 II I I r Installed 10' x 101' Bed Length 10 feel I I Width 10 Feet I Depth 2 Feet Filter Sand 4 F00% Rock 0.5 Foot 2 Inch lnsu/olion I Cover 2 feet I 1 I Rep/ocerdent Site y I 1 � I 1 � 1 l Installed 1500 Callon Advantex Tank, i / AX 20 POD 8• � 1 N Ult Station \ / S l LOT 4rA �• �E...... ♦ .....49th00 VA LAR SPURKLAND•:'C� ♦♦ fJ'�:,� No. CE -11500 ' ♦i CA.•o._ 9r r—_..••' Grimm e w 75 100 res iso SCALE, 1' = 50 Fl •�� ,,p;,.��•— SPURKLAND ENGINEERINGHamann Tract A-1 SEPTIC SYSTEM ASBUILT 203 W 15TH. AV£NU£ William DeSchweinilz DATE: SEPT 19, 2006 ANCH. AK. 99501 8680 Ruth Drive SHEET. 214 GRID: SW 161 907 279-3916 PERMIT B SV060246 PID# 050-611-30 Hamann TrA-12.dwg 10' Wide 10' Long 3' Deep �} XFoot Filter Sand L,S. 0.5' Rock 3' Cover (min) W SCALE Monitor 3' Cover (INWLAWD 2 IN.). ......... y� ELEV.= +/- 103' c? ' ELEV.= 100.9'" ?...J ! ^ ........ •i Silt Barrie SPURKLANDm ELEV.= 100.0'� 4 ft filter sand a5 ft of Sepuc Rock WATER ELEV.= 93.3' Effective BENCH MARK BOTTOM SIDING S£ CORNER CABIN NO SCALE B.O.H ELEV.= 91.3' ASSUMED ELEVATION 100' SOURKLAND ENGINEERING HANANN TRACT A-1 SEPTIC SYSTEM ASBUILT 203 W15th Ave Mathew Marmom DATE SEPT. 19, ?006 ?79-'1018 Anchorage Ak 99501 8056 RUTH DR1YC SHEET- 4/4 GRID SV 161 PERMIT / SWO60146 PARCEL ID / 050-611-30 HamannTrA-1.dwg Kathleen R. From: INi,'L14,'wlV Day, Jinny R. Sent: Monday, November 17, 2008 10:47 AM To: Maricie, Kathleen R. Subject: RE: Stop Work Order __. f�. File Edit Yaw AppkBtiom Mardenance Repods oplian Widow Help. :- cwt RW ' MAW SaW , Add - Do" Sw. SMA, Ogry iw, Mdo O/, Permit. 06.4E3382 CAMA0506113000001, HAMANN, Block, Let,, 8680 911TH -09 s Stop Orders Detail 1 .' subtltvlsiomREI - .Block: j A A PQtNU1 Lobr Spsee: I r7--. . TIacC Address: RIJI}i DR CORRECT VIOLAT 00WA CHAROE T+wCods+k 50-617-30000_011�Poatdate:yyAR,Posted NO4CCUPAKY: FM=ECHAzNrAL7,, trjr NNY DAY FOR DAN ROTH Reason: O NOT ISSUE CCOiCO UNTIL APPROVED BYDAN ROTH. PLUI oo • .i Conor nts; STRUCTLP j��GlStart i 4:? J _'° L7 box..:. pPelmdr...®iVl toxo:.: ®3Nrcx I 3 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 WATER SUPPLY PERMIT Initial Permit Number: SW090030 Legal Description: HAMANN TR A-1 Design Engineer: 0007 SPURKLAND ENGINEERING Owner Name: MATTHEW MARMAN Date Issued: Apr 07, 2009 Expiration Date: Apr 07, 2010 Parcel ID: 050-611-30 Site Address: Lot Size: SQ. FT. Owner Address: 8680 RUTH DRIVE Total Bedrooms: 1 Permit Bedrooms: 1 EAGLE RIVER, AK 99577 - This permit is for the construction of: ❑ Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy ❑✓ Private Well ❑ Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3, The engineer must notify DSD at least 2 hours prior to each Inspection. Provide notification by calling (907) 343-7904( 24 hours). ( Not required for a Water Supply Permit only). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, seated, and heated to prevent freezing. Received By: Issued By. Date: Date: C� Municipality of Anchorage f' Development Services Department � Building Safety Division On -Site Water and Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, Alaska 99507 www.muni.org/onsite (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. t l SD - 01 - 3O Property owner(s) AA 6XV „ v K&` A Day phone ?G y - 26' 1:2 Mailing address -716Q CA.r ��'�(�� Ot^ WH ti%/4 Zip Code 99�t ti Site address ftlo0 I? j ,-I& `n'- Zip Code 4`t5 77 Legal description (Sub'd., Block & Lot) JAAw1 a ^ `t'ra e 4 A-1 Legal description (Township, Range & Section) Lot Size /Y Sq. Ft. Number of Bedrooms THIS APPLICATION IS FOR (® all that apply): THIS APPLICATION IS AN: Absorption Field ❑ Initial Septic Tank ❑ Upgrade ❑ Holding Tank ❑ Renewal ❑ Privy ❑ Private Well Water Storage I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit(Rush Fees: 7-00 Waiver Fees: Date of Payment:�2 Date of Payment: Receipt Number: y d k97 > Receipt Number. (Rev. 11/05) MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water d Wastewater Program 0 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519 -6650 1 'D (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Initial Permit Number: SW060246 Legal Description: HAMANN TR A-1 Design Engineer: 0007 SPURKLAND ENGINEERING Owner Name: MATTHEW MARMAN Owner Address: 8060 RUTH DRIVE EAGLE RIVER. AK 99577 - Date Issued: Aug 08, 2006 Expiration Date: Aug 08, 2007 Parcel ID; 050-611-30 Site Address: Lot Size: 205816 SO. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of. QQ Disposal Field [✓ Septic Tank Holding Tank E] Privy Private Well Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3, The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907)343-7904(24 hours). ( Not required for a Water Supply Permit only). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Date: U 8 Issued By: Date: \ Municipality of Anchorage • Development Services Department , Building Safety Division ` • _ On -Site Water and Wastewater Program , 4700 Bragaw Street P.O. Box 196650 Anchorage, Alaska 99519650 www.muni.org/onsite (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 650 -to 11- 30 Properrt Mailing Site address Legal description (Sub'd., Block & Lot) nl inur, Trost A-1 Legal description (Township, Range & Section) Lot Size oPD5. 91(o Sq. Ft. THIS APPLICATION IS FOR (® all that apply): Absorption Field Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well Water Storage ❑ Number of Bedrooms phone ,ode Code qq 51 THIS APPLICATION IS AN: Initial Upgrade ❑ 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) `, i Permit/Rush Fees: T1J0 Waiver Fees: Date of Payment: 41/2.0�-1404' �Date of Payment: O i Receipt Number. b OV 21 $2150 Receipt Number: (Rev. 11105) i Spurkland Engineering Environmental Consulting and Design SEPTIC SYSTEM DESIGN HAMANN TRACT A-1 Municipality of Anchorage Development Services Department On Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, Alaska 99519 June 15,2006 We are submitting an application for the installation of a well and septic system for this lot. The submittal consists of four (4) drawings showing the present improvements on the lot and the adjoining properties, (sheet 1/4), the proposed improvements of the lot, of which only the well and septic system is subject to this permit application, (sheet 2/4), and a schematic of the septic system, (sheet 3/4 & sheet 4/4). Soil logs and percolation tests of applicable testholes are also enclosed. The septic system design is based on the following: Groundwater at 6 feet, Bed rock at 8 feet Use Bed with ADVANTEX Soil Rating. From Testhole 01/18/06. 3.2 minim - 6 gal per sq.ft/day No. of Bedrooms 4 Required Area per Bedroom: 15016 -25 sq.ft. Total arca required: 25 x 4 - 100 sqft Bottom Rock At 2 feet J Top Rock At 1.5 feetU gLk(r,t��y- `j N� Rock Depth 0.5 feet 0 Total Bed Length 100 /10 -10 feet USE 10:10 FEET SYSTEM CONFIGURATION 1500 GALLON ADVANTEX W/ AX 20 POD TOTAL LENGTH 10 FT TOTAL WIDTH 10 FT TOTAL DEPTH 3.0 FT FILTER SAND 1 FT ROCK DEPTH 0.5 FT INSULATION 2IN. COVER 3 FT (MIN) The installation of this septic system will not prevent wells and septic systems from being 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 runoff will not result from this installation. I 203 West 15th Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (907) 276-6013, SpurklandEngogei.net STATE OF ALASKA 1 TRACT A-1 I 1 I 1 MUSE FOUNDATION arr OW P P Lor s I / LOT 4 r r � rr1 So 0 50 100 150 200 250 300 SCALEr 1' = 100 FT. 2SAYru r.c. Hamann Tract A-1 10303 W SEPTIC SYSTEM DESIGN W 15TH.TH. AVENUE William DeSchweln& DATE: JUNE 12, 1006 ANCH. AK. 99501 8680 Ruth Drive SHEET 114 GRID: SW 1 (907) 279-391611 PERMIT IISW060XXX PID # Hanan TrA-12.dwg I. TRACT A-1 I 1 SPRING I � HOUSE FOUNDATION G r LOT 5 �! 1 Install 10'x f0' Bed 1 Length 10 Feet I 1 .d/h 10 Feet Depth 3 Feet Mar Sand 1 Foo) ! Rock a5 Foot I i 2 Inch Insulation I i 1 Cover 3 Feel IReplacement Sile II 1 I; rI 1 l Instal/ 1500 Callon I / Advantex Tank, AX 20 POD & 1 T Llfl Station I I LOT 4 I ! ,......... 4L P % .».i....»49th._.»........».: ». r........a r • �� TOtBr SPURKLAND tc-2223•' �= 5n 75 Ian SCALE, P = 50 FT. II0J W aTH. AVEu E Hamann Tract A-1 �i SEPAC SYSTEM DESIGN 203. 15TH. AVENUE N7/liom DeSchwelnitz I DATE: JUNE '12, 2006 (NCH. AK. 99501 8680 Ruth Drive SH££T 214 GRID: SW 1 907 279-3916 # PID # OPTIONAL SLIDE SECnON OF G" PIPE OVER THIS CONNECTION TO PROVIDE SHEER PROTECTION - EXTEND TO BRIDGE EXCAVATION II03ncn th Ave.Anu r.t. I I RAMANN TRACT. A—I I I SEPTIC SYSTEM DESIGN I An rage AvWILLUM DESCHWEINI17 DATE1 JUNE 16, 1006 Anchorage Ak 99501 379-9916 8W RM DRAT SHEETI 3141 GRID, 161 PERMIT / SWO60OXX PARCEL ID / HomonnTrA-13.dwg 10' Vide 10' Long 3' Deep P Foot Filter Sand 0.5' Rock 3' Cover (nln) 3/16 inch holes P 15 Inch Spacing 10' X 10' BED. DISCHARGE N.T.S PUMP BASIN NO SCALE Monitor 3' Cover (NSLU ) I Sit a5 ft of Septk Rork Effective TO PASSIVE I AIR VENT �Sw � 1500 GALLON ANCHORAGE TAW TOBBEN SPURKLAND P.E. X1AAfANN TRACT A-1 SEPTIC SYSTEM DESIGN 203 WISth Ave qj&WILLIAM DESCHWEINITI DATE, .. W 16, M Anchornge Ak 99501 SM RM AMT SHEET, 414 1 GRID- SV 161 PERMIT / SWO60OXX PARCEL ID If XX NamannTol-1.dwg Municipality of Anchorage — E . r Development Services Department Building Safety Division a,1 On -Site Water and Wastewater Program {;•:•C.1rQ TH 4700 South Bragaw St. 01• • • • ....: P.O. Box 196650 Anchorage, AK 99519-6650 wwwc, .muni.orgronsite •TG�r a.) cUND; (907) 343-7904 ' • 4 9 � ?; (- C= 2225 \ i Soils Lo - Percolation Test 1 Performed For: _ W i ll i rm e- Sc1h tJ l' i n 1 1Lation m Date Performed: Legal Description: S'Afn AM1 IT DwQ At Township, Range, Section: Slope Site Plan I Depth Er��iiy(O;y4,tidt1) 6C'ktft 56le - tilttrau -4a WAS GROUND WATER ENCOUNTERED? wt0 8 10- IF YES. AT WHAT DEPTH? L Depth to Water After e O 11- Monitoring? 6 E 12- Date: 4_/S O(c 15- 16- 17- 18- 19 - Reading Date Gross Time Net Time Depth to Water Net Drop 1 tt3 uc, 10:35 Or„:� � _/ " u 10:45 to .,,'.. to £fig" j %it �`'/ " 1t to: 5$ •20 r%,.^ toff/g" 3" -73/,/" It 11:05 30 3,1/8�� -4'/2rt �I 1 11:15 yO m:n 11 't 3'/811 it _T -.143 of 111.7s 50 m:n 103/ rr 3li r. g5/13W 11 1 11:35 bo 3'/g" PERCOLATION RATE Sr A- (-rimer ) PERC HOLE DIAMETER (6 it i TEST RUN BETWEEN 3 FT AND q FT COMMENTS A e - JC[ Dlak e a PERFORMED BY: Lz(S SpurICIao�l 1 I PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL n114CERTIFY THAT THIS TEST WAS IN EFFECT ON THIS DATE. DATE: 1- 20 - O(o I Municipality of Anchorage j • -- Development Services Department i Building Safety Division r On -Site Water and Wastewater Program - 4700 South Bragaw St. : A, T P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET To: SPURKLAND ENG Legal description: HAMANN TRACT A-1 The attached paperwork has been reviewed and is being returned for the following reasons: ❑ Original signature or stamp missing on ❑ Calculation error in design. ❑ Additional soils information needed. _ ❑ Water monitoring results inadequate. _ ❑ Discrepancy in information submitted. ❑ Topographic information missing or inadequate. ❑ Incomplete; missing ❑ Incomplete; missing ❑ Additional adequacy test information needed. ❑ Water sample unacceptable. ❑ Measured/proposed distances/dimensions missing. _ ❑ Locations of all soils, percolation and water monitoring tests not shown. ❑ Proposed system too deep for soils information submitted. ❑ Well log required. ❑ Omission in narrative. _ ❑ Insufficient fill over tank or field._ ® Other. PROPOSED TRENCH MAYBE TOO CLOSE TO TOP OF CUT BANK OR SLOPE GREATER THAN 25% TRENCH NEEDS TO MAINTAIN 50 FOOT SETBACK FROM SLOPE GREATER THAN 25%. OR 35 FOOT HORIZONTAL SEPARATION USING INSTRUCTIONS ON ATTACHED MEMO DATED APRIL 7 2004 i -NEED MAINTENANCE AGREEMENT Name of reviewer. JOE GOODALL Date: 06/27/2006 Please supply the necessary information and re -submit your request. ...• •I~ ,),.)) c..fN• •a Nyn'++ m �f � .'.:f., •�. ♦/ � � �+N :._ ... L;� .. / r .Y •ftOlGf NAWI MC.Mr / y // / MOWPH4 y It fYI♦ / � 1 f Y ...• •I~ ,),.)) c..fN• yam.,'. .'.:f., •�. ♦/ � � �+N / r .Y •ftOlGf NAWI MC.Mr / y // / MOWPH4 y It fYI♦ / � 1 1 i6L-,'I/ C i p r • Y