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HomeMy WebLinkAboutKNIK HEIGHTS BLK I LT 6Knik Heights Block I Lot 6 #017-372-32 Mayor Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99507 w .mJni.orq/onsite (907)343-7904 Pump Installation Log Well Drilling Permit Number: SW Date of Issue: Parcel Identification Number: Legal Description kN{ Y. HE l G1-1Tr L^Co Property Owner Name & Address: 414plfon / 1(v Pump Installation Date: — 30 — /S Pump Intake Depth Below Top of Well Casing:S--.,�?,5ffeet Pump Manufacturer's Name: Pump Model: S 2_ 1 Pump Size hp Pitless Adapter Burial Depth: / v feet Pitless Adapter Manufacturer's Name: Pitless Adapter Installer: Well Disinfected Upon Completion? XYes No Method of Disinfection: Gl i0� 2 Comments: anchorage Well & Pump Service, lug Pump Installer Name: 330 East 76th Avenue Anchorage, AK 99518 Phone: 907-243.0740 Fax: 907-243.0742 Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. Municipality of Anchorage * ,+�^• Development Services Department N'� - Building Safety Division On -Site Water and Wastewater Program, 4700 S. Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 Page I Of www.cl.anchorage.sk.us (907) 343.7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: � W 050 6 PID Number: 01 / - 37.2- 3a Na— � qna, V Hnnkin Wastewater System: El New VUpgrade Aaar«, ABSORPTION FIELD P'^^• Numhar r B.araom. 3 P(0«p imral O shMPr imrr O Bea O Lama O Oew LEGAL DESCRIPTION °a'a'""Tar Dwa hpma pw pNN ♦ / GPDrF11 Blade La BN1a,NNon' • 9,1111A Depth b pi,,, Mian hen w l_ FL GIaM Mpal •mesal Tom S fl taMN+p aNgr N;am FA smOt Nw« woo" g aft . Jr+1. C.tlh 7 = 6 FI. Well: ❑ New ❑ Upgrade GM w•h N,~W1ii«. Div. a.nN1 1M. n. FI CI «Lr1.am 'aMa.A CY` pp TNN D""" C.Nq b: TNN ab"". Y« D5FII ASN.I«M G F Fl 10 O DN.r ON. Slane WN.r LaM N •Mr r rc Dau b0" �_ I —O5 FL ,F nra my sN N HNghl ADmv GauN TANK CPM FI. FL SEPARATION DISTANCES C4 Septic ❑ Holding ❑ S.T.E.P. ❑ Other: To From Septic Tank Absorption Field Lift Station Holding Tank lubilemirtvate Sewer line •• e -h / a✓1� Mwl (�jOGN WN 16' 105, N.ImN s a a CmpN m«I. ee F M3a, ( LIFT STATION La LhH WN +Ab cr fNNaNgn qq.1 ± 'Pump W NMN bM N H.gh aww alrm al b In CurlNn Orionatr L4 �- Pu NMa 6 MoaN elwixa msp*chms pqd m by BENCH MARK AC M N Louem ane ..mpbon. T f FFt , ( L 11 Ft '00 � 7 FI Eng ln%+ aa`np OF Ajq\ tItl 9 •.: S&SENCiNERRINGL? Inspections performed by: 17031 Eagle River Loop Real, No. Dates: 1" g I I _QS j * ; Q q r H * till / I' —OS . ......:.. 2"a Development Services Department Approval F ��, Collin K. Willams ••�� �, Reviewed and approved by: Date: $ �7^0� r �, •. CE -9867 • 11 Fpf••-•• ..•IV'��0� PERMIT NO. SW050267 PAGE 2 OF 3 Municipalityof Anchorage DEPARTMENT OF HEATH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL LOT 6, BLOCK I, KNIK HEIGHTS S/D P.I.D. NO. 017-372-32 00' WELL RADIUS %B 100' WELL RADIUS ORIV�`W PY SPHP�j & DBL2 A C01 DV T25T1 ,EOW 00uKALLO A T TRENCHES CRIB LOT 13 100' WELL RADIUS ACE BUR'NB pL SKF'L LOT 7 LOT 5 _ i 4pr SCALE: 1. 40' GS y~ •sf..l�f �•• COILn K. W,Ilibas I'�jF• CE -9867 •'- �� PERMIT NO. SW050267 PACE 3 OF 3 MunicipalitV of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 • Anchorage, Ataska 99519-6650 • Te'lephone: 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL LOT 6, BLOCK I, KNIK HEIGHTS S/D P.I.D. NO. 017-372-32 ST1 S 92.4' FINAL GRADE A B FCO 16.0 19.0 ST1 59.5 66.0 ST2 65.0 72.0 NEW 1000 DBL1 68.0 74.5 88'1 87.9 DBL2 69.0 75.5 GALLON SEPTIC TANK 1002.QV 76.5 FS 102.0 103.0 C01 95.0 103.0 CO2 124.5 124.5 MT1 121.5 122.0 CO3 142.0 138.5 C04 117.0 110.0 MT2 118.0 111.5 C01=88.7' CO3=87.4' CO2=88.4' C04=88.1' FINAL GRADE C01=85.3' CO3=84.3' SR CO2=85.3' SR C04=84.3' N. T. S. b1T1=77.4' MT2=76.8' i*•49TH ;* ALu ..... NO WATER FOUND ��'r�°,: Coun K'w:mams 70.8' B.O.H. 11fiF . CE.9867 11Vii`, `fs IMAk `-Ci: MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Permit Number: SWO50267 Legal Description: KNIK HEIGHTS BLK I LT 6 Date Issued: Aug 05, 2005 Expiration Date: Aug 05, 2006 Parcel ID: 017-372-32 Design Engineer: 0003 S & S Engineering Site Address: 004601 SHELBURNE PL Owner Name: BARRY HANKINS Lot Size: 28400 SO. FT. Owner Address: 4601 SHELBURNE PLACE Total Bedrooms: 3 Permit Bedrooms: 3 ANCHORAGE. AK 99516-2930 This permit is for the construction of: ❑✓ Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3, The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. 5. The following special provisions. a.) The Knik Heights, Block I, Lot 21 100 foot well radius will be marked by a registered land surveyor prior to construction. Received By: Date: e O S 1�lilni�'piti ty fid' Atithornge • i- beVelophieht SetV1ces be0atftiieiit building Sately bivision On -Site Water and Wastewater program , A . , 4700 South bragaw St. P.o. box i96650 Anchorage, Ak 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWERANELL PERMIT APPLICATION roR A SINGLE FAMILY DWELLING Parcel I.b. N :4 - 51 a - 53^ Permit Number SW property owners) L5c, r r i bay phone Mailing address (i) 4tsDl Sill'.(hl)rau Pt, NA, q'0iSllo Malting address Legal description (Lot, Block & Sub'd.) Legal description (Section, Township & Range) Lot Size A,qM) Acres/Sq.Pt. Zip Code Number of Bedrooms tHIS APPLICATION Is Pok: Sewer Only ❑ Well Only ❑ Sewer and Well ❑ Water Storage ❑ Sewer Upgrade tHIS PROPr=kTY CONTAINS: Hot Tub [j Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ certify that the o6ove Information Is correct. I further certify that this application Is being Made for a $itigle PaMt� bwelllhd and Is in accordance With applicable Municipal Codes. 1 d S E Gle Rive N 17034 Eagle River Loop Road No. 404 Eagle River, Alaska 99577 (Signature of property owner & authorized agent) permit Pees: w yG D • YVt Waiver l=ees: bale of Payment: 4 /3 / o S— bate of Payment: receipt Number: b7) 5 G recelpt Number: tnev. wool U v Nx u l ROBEFiTC.COWAN. PE. [i[EEK[11G ROSERTA. SHAFER. P.E. IM I CMLENGINEERS (907) 6942979 FAX (907) 694-1211 August 1, 2005 NE&MAUTHDRITY APPROVALS MUNICIPALITY OF ANCHORAGE Development Services Department P.O. Box 196650 SEWERaWATER Anchorage, AK 99519 MAN MMNSKM REFERENCE: Lot 6, Block I, Knik Heights Subdivision SEWERA WATER NSPECRGN It is requested that you issue a per(nit to install a septic system upgrade to serve the existing three bedroom dwelling on the referenced property. 040„EERINGSTUDIES A test hole was excavated and a percolation test performed. The approximate location of ANDREPGRTS the test hole is located on the attached site plan. At the time of excavation (7-18-05), water was not found. After monitoring, ground water was not found. WMyNSPECTpN We do not anticipate any adverse effects on neighboring wells, septic systems, reserve `nJOWTEST areas or drainage patterns by the installation of the proposed septic system. The construction of this system will not prevent any future development on any of the adjacent properties. an PLANS If you require additional information, please contact us. aOAnDESIrSincerely, �N mm TEST o ert C. Cowan, P.E. RCC/bjj TERcouTIO, Enclosure TEST sTaxnIRAN.I INSPECTIONS ONSITE WASTEWATER DISPCSALSYSTEA) DESIGN 17034 NORTH EAGLE AMR LOOP SUITE 204 • EAGLE RIVER ALASKA 99577 1" = 60' DESIGN SITE -PLAN ,t �.> --------------------- ----- ------------ m w .I-.d..y VOfl+o N oy Cyt A w ny r ` �p O JZ �Q ✓ u+yb �� �•i �. o t, " m OLq s� d R n' m ' r �1 s 1 p C A N O o p\ •1 _ as 1 ull Cp ^y c ^^ H9-1, JN= Ng O �1 + -3 °,c,;PA y Voa c f R (J 11 100 WE(l 0` ,1 0 RA01 ,yF / O `j r yC Oo IN 0 / .j o I Us I I y I i o I � I N 1'1 I y I {� �ta5= I I ai� I =s I r cAn 0 d O 0 r- D m N 0 y a II m G� CD C) iV u L ..3 C) II I I A N N OC)O cn (A OQ N o �Oy A A n a x Y x I cp N faOn pAa.O Y ?x R A Z A r H D - V O = 0 spp z� yyN O X r 'l O ppr. D D � A z O 1" = 40' DESIGN PLAN VIEW pro rnw14-- d o \ O o::E .Io'o Ill o zv-�n' rol Z .nom: .:C►A r, `IM RO o r wpm \ nv r o 1 D � m O D �1 tiv Nvwm mm O ANW d 1° Ln 00 _ h�r.��� �• 0 N p 1 �O I=•Im � •� H� AE�; vlo q ^ A II m O � N O 117 � ►? IpO ~ O y \Op0 N -p ev f Nip Q 1 LAPID Yj r\ iz 1.. rlAtn m O M>X I X17 l �ml^ c O max ✓/� 1 r C F.Z— ` smm r m ��~ J oc'�'Io a m rP�- Z Y Z« Z (� 000 O r X. y 0r 0 O D MO >0 V ►r /> l )� >0 A O m<O L N nZ m y mAy llL(��� O mZO A 0 �lrW / M.y pa NAS < OZ '%�p`r� y N 0 v 1 ~ CAD ^^ J! i , j Hti v 1 %DDr w N f<< RADIUS O 1 00 N 1-3 C) I UlI I r- I ',;;. M F'n I D I D � •i:' y j /� o I rN, ,1+ `f `• a y� Municipality of Anchorage Development Services Department Building Safety Division • +.e On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www clan[kys (907) 343.7904 T Soils Performed Far. J /� &) Legal Description: Depth 1 Oe(molq"IC.g 2- — SM '5lLty s"11) 3 4- 5 . . 6 C.. 7- 10- 11- 12- 13- 14.1 - 1� - Percolation Test - (5 U." V I I I SWb WAS GROUND WATER ENCOUNTERED? NO -}y E hu s, tL..T B IF YES, AT WHAT DEPTH? OL Depth to Water After 1111���� o P Monitoring? E Dale: � 1 OF Is 1 ROBERT C. COWAN 1,t `g,y CE -8801 f�a , tt12`�r14 .. ...... �~ Date Performed: Range, Section: Ren Pin. - --------- r � rcm. nVLt UVVAh TER _ (n-• COMMENTS TEST RUN BETWEEN FT AND FT PERFORMED BY: S & S ENGINEERING % }}4�pp��.,, I ` CERTIFY THAT THIS TES WA� PERFORMED IN ACCO�l Ver, 86 i s ,{�jI IPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: g j /40 3y 3 7oglW IIaA NEN]HAUN RITY APPROVAL$ SEWERS WATEA LOANEXTENSONS SEWER 6 WATER 96PECTION IMiNEERMSTU)" ANDREEORTS WELL WSPECTION &PLO/TEST S" PIANS ROAD DESIGN SOILTEST PERCOLATION TEST STROLIMMALL M CFAN CAL ONSITE I WASTEWATER DISPOBALMTEL) DESIGN nOBERTC. COWAN. P.E. nOBERTA. SHAFER PE. CML ENGINEERS (907)894-2979 FAX(907)(5944211 ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS REFERENCE: Lot 6, Block I, Knik Heights Subdivision August 1, 2005 GENERAL: 1. The scope of this project includes the verification of the existing 1000 gallon septic tank, replacement with a new 1000 gallon septic tank if necessary, and installation of two new septic trenches to serve the existing three bedroom residence located on the referenced property. 2. Construction shall be in accordance with the approved site plan and design drawings, Municipal permit with any special provisions or conditions, and all applicable State and Municipal Wastewater Disposal Regulations. 3. The contractor shall be responsible for obtaining any necessary underground utility locates. 4. Unless specifically agreed otherwise, the property owner shall be responsible for final grading areas subsequently depressed from soil settling. 5. Contractors installing wastewater disposal systems must be certified by the Municipal Health Department for system installations. Owners installing their own systems must also receive prior approval from the Municipal Health Department. SEPTIC TANK INSTALLATION: 1. A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. 2. The septic tank shall be sufficiently bedded to prevent settling or shitting of the tank. 17034 Nomi4 EAGLE FwER Loop i surrF 204 t mu RIVER ALASKA 99577 Page 2 Lot 6, Block I, Knik Heights Subdivision August7,2003 3. All standpipes on the septic tank shall extend a minimum of 12 inches above final grade. 4. Septic tanks installed with less than 4 ft. of cover shall be insulated. 5. A foundation cleanout shall be installed one to four feet from the building foundation. In the line between the tank and the leachfield there shall be two adjacent cleanouts (unless an effluent pumping system exists within the septic tank). These cleanouts shall be located on undisturbed soil not more than 10 ft. from the tank. The first cleanout, in line, shall be to clean toward the leachfield. The second cleanout shall be to clean toward the septic tank. 6. Final grading over the septic tank shall be such that a positive slope exists away from the septic tank. ABSORPTION TRENCH/DRAINFIELD INSTALLATION: Excavate the proposed trench to the dimensions shown on the design. The bottom of the excavation shall be within 2 inches of level. If the sidewalls of the excavation become smeared, they must be raked or scratched (ruffed -up) before gravel (sewer rock) placement. 2. Once the gravel is installed, the distribution pipe is to be installed level with the perforations faced downward. Gravel is then to be placed over the distribution pipe to provide a minimum of 2 inches of cover over the pipe. 3. A silt barrier must be installed between the final gravel layer and the native soil backfill. Ensure the silt barrier covers the entire gravel surface before placing backfill. 4. Monitor tubes shall be of four (4) inch diameter, installed approximately in the locations shown on the design, and extend a minimum of 12 inches above final grade. The portion of the monitoring tube extending through the gravel shall be perforated from the bottom of the trench to the invert of the distribution pipe. This is equivalent to the effective depth of the gravel as noted on the design. 5. Backfill over the final gravel layer must not be less than twenty-four (24) inches. Insulation must be installed when the backfill depth is less than thirty-six (36) inches. The finish grade over the trench must be mounded to prevent the formation of a depression after settling. Page 3 Lot 6, Block I, Knik Heights Subdivision August 1, 2005 MINIDIUI%l MATERIAL SPECIFICATIONS: 1. Any septic tank proposed for installation must be constructed by a Municipal approved septic tank manufacturer. 2. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: Tyne ofPine Perforated Solid Cast Iron Yes Yes ASTM D3034 (PVC) Yes Yes ASTM F810 (HDPE) Yes No ASTM D2662 (ABS) Yes Yes Use of a type of pipe other than listed above must be approved by the inspecting engineer. 3. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Company Styrofoam HI or equal). 4. Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Femco, or equal). 5. A permeable nontoxic silt barrier (Typar 3401, Mirafi 140N, or equal) must be installed between the final leachfield gravel layer and the native soil backfill. 6. All leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 3% passing the #200 sieve. 7. When sand is being used as a filter material, its gradation specifications must conform to current M.O.A. or D.E.C. requirements, which ever requirement applies. Page 4 Lot 6, Block I, Knik Heights Subdivision Augustl,2005 INSPECTIONS: Typically there will be a minimum of three (3) inspections required during the installation of the wastewater disposal system. These inspections will occur as follows: 1. The first inspection must be conducted after the excavation of ditches, pits, trenches, or beds and before the installation of any gravel. A septic tank may be set in place, but may not be backfilled before this inspection. 2. The second inspection must be conducted after the placement of the silt barrier, gravel, distribution lines, standpipes, cleanouts, and insulation, but before the placement of any other backfill. 3. The final inspection is to occur upon final grading of the property. Often there will be more than these 3 inspections required. Especially with the installation of multiple trenches, sand filters, pressurized distribution systems, etc. Thus, the inspecting engineer is to be contacted at least 24 hours prior to the start of construction. If necessary, a pre - construction meeting will take place on-site. The inspecting engineer will not coordinate, direct or control in any way the contractors activities. The owner shall contract with the contractor to perform the work outlined in these specifications and plans and in accordance with the attached M.O.A. permit. There will be no contractual arrangement existing between the contractor and S & S Engineering. S & S Engineering shall be the owner's representative and will inspect the work as stated above to document the contractors activities. Final acceptance of the contractors work rests with the owner and the M.O.A. S & S Engineering shall have no liability to the owner or to others for acts or omissions of the contractor or any other persons performing work on this project or the failure of the contractor to carry out the work in accordance with these construction documents. S & S Engineering's inspecting engineer will not be responsible for the construction means, methods, techniques, sequence, procedures or the safety precautions incident to this project. CONTRACTOR/INSTALLER GREA TET ANCHORAGE .AREA. )ROUGH Case No. HEALTH DEPARTMENT 327 Eagle St. Anchorage, Alaska 99501 279-2511 SEWAGE DISPOSAL SYSTEM - APPLICATION & PERMIT NNM-E,OF APPLICANT�LCC ` 5&W' MAILING ADDRESS �� %Z�G�h PHONE NO, RESID'MCE'ADDRESS LOCATION OF INSTALLATION:k! ) ' eZZ%J LEGAL DESCRIPTION APPLICATION TO INSTALL: SEPTIC TANK SEEPAGE PIT_ DRAIN FIELD__, OTHER TO -SERVE THE FOLLOWING FACILIT� ) CENO_ FINANCED THROUGH/Q6V 0 BE INSTALLED BY_ <&7t.F=- PERCOLATION TEST RESULTS7,24— ANTICIPATED DATE OF COMPLETION �1. c�� l/, : BELOWTO BE FILLED OUT BY HEALTH DEPARTMENT THIS IS TO SERVE AS e&_, _1_ MC tit S'', PERMIT. TO INSI TAL A E��' :�f ^� AS DESCRIBED BELOW. SIZE OFF UNIT TO BE SERVED SEPTIC TANK SIZE _j�!Z�T_TYPE J% 'SEEPAGE AREA,,.�_ �=TY � / DIAGRAWOFAS'Y 1�M DISTANCES: 441X1-1 HEALTH AUTHORITY OR LICENSED DESIGNER I certify that I am familiar with the requirements of Greater Anchorage Area Borough Ordinance No. 28-68 and that the above described ystem is in accordance with said code. jtle //> 6r'It J i iC/C j�'Sy DATE _ APPLICANTS SIGNATURb<= V IREATER ANCHORAGE AREA BOROUGH HEALTH DEPARTMENT CASE It 327 EAGLE STREET ANCHORAGE, ALASKA 99501 Performed For nclo& 1_.oCJ Date Performed Iron: Block...1. Subdivision I 1-� Legal DescripTT - -L"17 1: IT= F Percolat3.on 'res . This Form Reports a- So:Lls Og Depth feet Soil Characteristics 6-1 9 C�VlSlS�c (11 and Gnr F0 Location Sketch Depth Of COMMENTS: Inlet DePTh7'BO-Ft�OmOf Pit Or 1 11- . -=q (-[4 (?=z5W "�/ ["J"' V1 Test Performed By.- Data Certified BYr r Date: I lvJ%l Trench � �1 Municipality of Anchorage Development Services Department Building Safety Division �I On -Site Water and Wastewater Program 4700 South Bragaw St. O. Box 196650 Anchorage, AK 99519-6650 ." www.ci.anchorage.ak.us 343- ge.ak.us (907) 343-7904 CERTIFICATE OF HEALTH AUTHORITY APPROVAL Parcel I.D. 017-372-32 FOR A SINGLE FAMILY DWELLING &.P.+u W 7t HAA# 65D1104- Expiration SD110 - Expiration Date: L l L%" 0-S 1. G�NVRA40NF0134_-nON dk plete-ie g3ldes&$fio`n Knik Heights- Alnrk t; l.nr F Uc; 8Acin (sit@ afldreSS Ort'$rections) 46nl Rhnl hnrnn P1 ... ... tu;ie.pt Property owners) Barry Hankins Day phone idlailingaddress';+' 4601 Shelburne P1. Anchorage, Ak 99516-2930 �,..:d Lending agency Day phone Mailing address Real Estate Agent Mailing Address Unless otherwise requested, HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 3. TYPE OF WATER SUPPLY: Individual Well U Individual Water Storage ❑ Community Class Well ❑ Public Water System ❑ Day phone TYPE OF WASTEWATER DISPOSAL: Individual On-site ®C 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 sample results. (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. 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 S 6 S Engineering Phone 694-2979 Address 17034 N. Eagle River Loop Ste. 204 Eagle River, AK 99577 Engineer's Printed Name 6a mi tol tbAi'mc, DateQ5 �sf'r) * 49T" �* 5. DSD SIGNATURE l�: ••• Collin K.Wlliar)s I . CE -9867 ✓Approved for � bedrooms. +�i0� Disapproved. Conditional approval for bedrooms, with the following stipulations: Attachments: HAA Checklist X Septic System Advisory Well Flow Advisory Maintenance Agreements Supplemental Engineer's Report Other By; W. Original Certificate Date: S - / %- U S (Rw. 0802) Municipality of Anchorage • ''` Development Services Department Building Safety Division On -Site Water 6 Wastewater Program 4700 South Bragaw Sl. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: C-/6NTS t)Parcel is 617-377--'3z A. WELL DATA Well type �KhlC- Date completed 119( Total depth Z 15 ft. M Date of test Static water level Well production If A, B, or C provide PWSID # Sanitary seakff)N) AS Cased to ik-1ft. FROM WELL LOG 0 ,A) ft. g.p.m. WATER SAMPLE RESULTS: Coliform b colonies/100 mi. Arsenic: = mg./I. Nitrate ( ° 5 Lmg./I. Date of sample: -Alos Well Log (Y6p A)0 Wires properly protectedoliq) x Casing height (above ground) Z -+ in. AT INSPECTION Ito OCj g.p.m. Other bacteria O colonies/100 ml. Collected by: KNI) 6k*tyrE-IA3(s B. SEPTIC/HOLDING TANK DATA Tank Type/Material sc Tlc- /STEL Date installed 8 (t OS Tank size (0!XD gal. Number of Compartments 2 Cleanouts (Q)N) *5 Foundation cleanout!) � Depression over tank (Ye High water alarm (Y& Its Date of pumping - NDA - Pumper ruFr 0 SVSTrVy\ C. ABSORPTION FIELD DATA Date installed r' Ds Soil rating (g.p.d./ft2 or ft2/bdrm) b•t jS System type 17eEt? PZJE&`cJi Length I 7 ft. Width 2` ft. Gravel below pipe . ft. Total depth 1b, S eft. Eff. absorption areaL�Sft2 Monitoring tube *S Depression over field -16 Date of adequacy test � - NuoS�Results (Pass/Fail) — For —3 bedrooms Fluid depth in absorption field before lest — 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.) (Y/N & type) If yes, give date D. LIFT STATION Date installed `Pump on' level at _ in. E. SEPARATION DISTANCES Size in gallons at _ in. Cycles tested SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot I Oo t -F Absorption field on lot 100 4 - High water alarm level at Meets alarm & circuit requirements? On adjacent lots 100 t t On adjacent lots /DO' f' Public sewer main Public sewer manhole/cleanout N19 Sewer /septic service line 25 f Holding tank A SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: t Building foundation 10 Property line Absorption field_5 + Water main N ti Water service line /0- Surface water I d:)o / N Wells on adjacent lots (Oo f SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: � r Property line 1 D 4- Building foundation f t Water main r Water Service line 104 Surface water I 040 Driveway. parking/vehicle storage Curtain drain tit: K.ut WAi Wells on adjacent lots (M) + F. COMMENTS _`������� i OF At It 1 G. ENGINEER'S CERTIFICATION * 49TH *� I certify that I have determined through field inspections and / N review of Municipal records that the above systems are in • •• conformance with MOA NAA guidelines in effect on this date. �;•' Co,6n K. wm ams I) fi FO CE 93.7 .Engineer's Printed Name f a!L r�i /Ill/�r.Ruw 1� F9 ••'��O"' Date Z4 S� Date of Payment Date of Payment Receipt Number Receipt Number (Rev. 12/01) in. r{ Pi SHELBU —RNE ■ I t S O°02'00"E 112.43' n a� Z m N m • �j O S m N Zr y p a P i� Am = D CO3 cf O1 K " r N U O 0 s e d{ S O°02'00"E 112.43' n a� SCS RCEN 1053884001 Client Name KND Engineering Project Name/N Knik Heights B 1 L6 Client Sample ID Knik Heights B 11.6 Matrix Drinking Water Sample Remarks: All Dates/Times are Alaska Standard Time Printed Date/time 07/07/2005 14:06 Collected Date/rime 06/29/2005 13:20 Received Date/time 06/30/2005 9:45 Technical Director Stephen C. Ede Allowable Prep Analysis Parameter Results POL Units Mcthod Container ID Limits Date Date Init Haters Department Nitrate -N 1.56 0.100 Microbiology Laboratory Total Coliform 0 mg/L EPA 300.0 B (<-10) coU100mL SM209222B A (<-1) 06130/05 JEM 06130/05 TLF MUNICIPALITY OF ANCHORAGE , • DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On -Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel 1. D. # D� " S -)Q - �. 1. GENERAL INFORMATION 1 HAA#QS1�L7�D Complete legal description Lot 6, Block I, Knik Heights Subdivision Location (site address or directions) 4601 Shelburne Lane Property owner J's7.as:ca rn;anent P'ur;d F011,', n Day phone Mailing address P ,w: 25500, Juneau, AK 99802-5500 Lending agency Alaska IIome Mortgage Inc. Day phone 563-3033 Mailing address 471 W. 36th Ave, Anchorage, AK Agent Day phone Address Unless otherwise requested, HAA will be held for pickup. 2. NUMBER OF 13EDROOMS: 3 V 3. TYPE OF WATER SUPPLY: Individual well X _ Community well Public water NOTE: If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. 4. TYPE OF WASTEWATER DISPOSAL: Individual on-site X Holding tank _ Community on-site Public sewer _ NOTE: If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025 (Rev. 1/91) Front MOA N21 5. 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 of this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm Enviro Address 907 E. Doul Engineer's signature 6. DHHS SIS.,NATURE ///Approved for bedrooms. M Disapproved. Conditional approval for Additional Comments Phone 562-2580 99518 — Date OF 44 %7 Joarl Si son ` ,Q; !'y CF -80 I /ai kkkkklk P�o�f_�s�c'' bedrooms, with the following stipulations: v CAUTION The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesyto purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineers work. 72-025 (Rev. 1/91) Back MOA #21 Municipality of Anchorage Department of Health and Human Services HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: Lot 6. BJ-c)ck I, Knik Heights Sub Parcel LD, A. Well Data Well type Private If A, B, or C, attach ADEC letter. ADEC water system number Log present (Y/N) No Date completed 1981 Driller ldhite Drilling _ Total depth 415 Ft. Cased to 187 Ft. Casing height 2 ft. above surface Sanitary seal (Y/N) Yes Date of test Static water level FROM WELL LOG Unlmown Unknown Wires properly protected (Y/N) Yes AT INSPECTION 7/30/93 MUNICIPALITY OF ANCHORAGL ENVIRONMENIAL SERVICES DIVISION 136 ft. Well flow Unknown g.p.m. _ 3 g,�W 1 9 1993 Pump levell Unknown s 378 f t . -RECEIVED SEPARATION DISTANCES FROM WELL TO: Septic/holding tank on lot 117 ft. ; On adjacent lots 100+ ft. Absorption field on lot 135 ft. ; On adjacent lots 100+ f t. Public sewer main None Public sewer manhole/cleanout None Sewer service line None Petroleum tank None WATER SAMPLE RESULTS: Coliform 0 Nitrate 1.08 rag/L Other bacteria _ 0 Date of sample: 8/4/93 Collected by: Stan Dolloff B. SEPTIC/HOLDING TANK DATA Date installed 7/13/70 Tank size 1000 gal. Compartments tirikn-wn Cleanouts (Y/N) Yes Foundation cleanout (Y/N) Yes _Depression (Y/N) No High water alarm (Y/N) _ None Alarm tested (Y/N) _ No Date of pumping 8/9/93 Pumper Roto -Rooter SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO: Well(s) on lot 117 ft. _On adjacent lots 100+ ft To property line 65 ft. Absorption field 20 ft. Surface water/drainage None observed Foundation 55 ft. Water main/service line None 7M2s(3/93)•Front CONTINUED ON BACK PAGE C. LIFT STATION Date installed Size in gallons Vent (Y/N) "Pump on" level at High water alarm level Meets MOA electrical codes (Y/N) SEPARATION DISTANCE FROM LIFT STATION TO: Well on lot On adjacent lots Manufacturer Manhole/Access (Y/N) "Pump off" Level at Cycles tested Surface water D. ABSORPTION FIELD D TA Date installed -`� Soil rating (GPD/Ft') 312 ft 2/Bdrr:i System type Crib Length 20 ft. . Width 20 ft. Gravel thickness 17 f t . Total depth 20 ft. Total absorption area Unknown Cleanout present (Y/N) Ye S Depression over field (Y/N) No Date of adequacy test 8/4/93 Results (pass/fall) Pass for 3 Bedrooms Water level in absorption field before test 0 ft. After test 0 ft. Peroxide treatment (past 12 months) (Y/N) No If yes, give date SEPARATION DISTANCE FROM ABSORPTION FIELD TO: Well on lot 135 ft. On adjacent lots 180 ft. Property line 50 ft. To building foundation 83 ft, To existing or abandoned system on lot None On adjacent lots 100+ ft. Cutbank 30 ft Water main/service line None Surface water None Observed Driveway, parking/vehicle storage area 10 ft. Curtain drain None Observed E. ENGINEER'S CERTIFICATION 1 certify that 1 have checked, verified, r onformed to all MOA and NAA guidelines in effect on the date of this inspection. of r r4 Signature.. Engin r ame �� John Earl Simpson'., �4 Ci,'•� CF - 8061 f YF XZr C :�:)«" HAA Fee $ �� d c)_ a v Date of Payment l 9 - Receipt Number & 2 3 �� Waiver Fee $ Date of Payment Receipt Number, COMMERCIAL TESTING & ENGINEERING CO. ENVIRONMENTAL LABORATORY SERVICES SwcF 1x06 Chemlab Ref.#t :93.3868-1 Client Sample ID :4601 SHELBURNE Matrix :WATER REPORT of ANALYSIS KITCHEN SINK Client Name :ENVIRONMENTAL MGMT INC (EMI) Ordered By :STAN DOLOFF Project Name Projectit PWSID :UA Sample Remarks: ROUTINE SAMPLE COLLECTED BY: S.O.D. QC Parameter Results Qual Units ------------------------------------------------ Nitrate-N 1.08 mg/L 5633 B STREET ANCHORAGE, AK 99518 TEL: (907) 562-2343 FAX: (907) 561-5301 WORK Order :69105 Report Completed :08/06/93 Collected :08/04/93 @ 14:30 hrs. Received :08/04/93 @ 16:00 hrs. Technical Dire(:tor:STEP E C. EDE Released By : Allowable Ext.. Ana]. Method Limits Date Date Init ------------------------------------------------- EPA 353.2/300.0 10 08/05 LLH * See Special -Instructions Above UA = Unavailable ** .:See Sample Relharks Above NA = Not Analyzed U = Undetected, Reported value is the practical quantification limit. LT = Less Than D = Secondary dilution. GT = Greater Than %� � *S Member of the SGS Group (Societe Generale de Surveillance) ENVIRONMENTAL SERVICES IN ALASKA, COLORADO, UTAH, ILLINOIS, OHIO, MARYLAND, WEST VIRGINIA, NEW JERSEY, SOUTH CAROLINA ten. -btu mw•d nocw nNgvr. o1�Aw/1 Uw11 lrD� )� • IY,skDl o u+.nn �Q M;M I1 RtMI Rw.tws. R,.iw. 7•>r NMD•q Rll/+a R{/il h/ NIO Il{/{F N -13 .1 Lr r d Cve V „ eNr�rFrFA,! ze-Y o MDu16 V e WC's L c -S UNDER NO GRCULISTANCM SFIOLILD AN AS -BUILT BE USED FOR CONSTRUCTION OR FOR ESTAElL)3WN0 BOUNDARY OR FENCE UNES. THE SURVEYOR TAKES RESPONSIBILITY FOR THE INITIAL TRANSACTION ONLY AND A5SUMES FINANCIAL UAHILITY ONLY FOR THE COST OF 1TiC SURVEY. USTED DISTANCES PREVAIL OYER_ SCALING. RrPRODUC110N MAY CAUSE ERRORS IN SCALL. `- LST 6URYCY SURVEY TYPE SYMBOLS COIIRDAIKIR 0-ftuILT • SET REBAR ° L.—:::: I ASPHALT DRMNAOE R11AL STRUCTLVIE AE-DULLYFa D FOUND RL'4AK 0_431� MbOD FENCE l: CONCRETE PLOT FWI .. AY-dJ0.1 . ..LOT 1RnTYCY- .. 71Y'OOII,WI1' n -- -- -... . ...... ... __ I coo-�) ASSUMED ELEV.-K—;,—it- METAL FENCE W000 DEC PLOT PLANS k LOT SURVEYS Mill II ID IHR HEbl'UNSIUILIIT OF Iht tlUILUEH OR OWNER, PRIOR TO ONLY 'IHOAE IMPIROVEMLN16 ^DOVE. OHOI)NO AND VIY.x DLL WILL OL UVNSIHUUIIVN, IV VLKIFY NKUL'UJ'LU UUILUIN1i BRAVE RELATIVE SHOWN. F'4NO$it, WELLSI, 90P7I6 (.t.EANOUl6, SIIULwALKS, DRIVEWAYS, TO FINISHED ORADC AND UT1U'r7- CONNtECT)ONS AND TO OETT_'h MINI_ CTC„ ARC OHOWN IN THEIR Ah YKOXIMATC LOOATON, ONL,: SNOW IHE LAISILNUE LN ANY LASLMLNIS, COVENANTS OR RE5TRIOYIONS MAY PhevENT 60ML IMPROVEMCNT6 FROM hCINO SLLN AND LOOATLD. WHICH DO NUT APPEAR ON THE RECORDED SUbOIVISION PLAT. ALL DI$'rANOtO AMC RC_•`•_ -MD UNLCa3 OTI-1Cr1W13C NOTc O. SURVEY CERTIFICATION_ r�ygl&tiM4 repar�©� y PLOT PLAN .••��. � `��r Robert E. Johns, Jr. & Assoc. IIwNy NrVfy Nx llww Ml>Mxr .'^+»< ��'i`�`,,•••"• �� Profosslonal Land Surveyors 547 E. 17 AVO n.n b,n1 a N1W1NN h t N• NI .anr. N .mm� m tn. Nr w.I u vN l+x x mY �D ANpIORADE, ALASKA CGEDI MO•I.Op• OW WI IW, p S.nR.••[n. non ,.•n ...�.,•.. w• me .v..,T � ; 9 fl40' R.c. Lot S.F. Rec. Plot no No. saat.: � II Q FOUNDATION AR -WILT yR •TI rt.. I, Ax 1. nwwy .r on MI I , Date rveyed: Drow'YI by Chookod by nen 1'."w.,w w n. -,•n1 w In. - - v:` «. Fl^^^'I°^ •^^^ "�°.^ OBERT E' JOHN' wl e e oxe+..•x r.+•+ W,.. DotO own: d: W.O. j h �121—J r` ,��•r P$38 93-124 i FINAL STRUCTURE AS-t1UILT ` • J`� �• Legal 140— 93 I. II, C Xh A. IM y I mr MI ♦, er •''•,••• ••�, ••' (, Ab•. pvlamH n Ay -..Ill .wwY M M ...• •... ����� * LOT b BLOCK I, KNIK HEIGHTS SUBDIVISION APPLI( IVT FILLS OUT UPPER HAI ONLY Time Property Owner-�T7-44-2 r-" i„ Phone Mailing Address %�� * >- Zip Code Buyer Address Zip Code Lending Institution/� . ,% r �.-a ( _. C :-�' ;; � �-� Phone Date Address _ Zip Code Realty Co. & Agent Phone Address ! ;- - Zip Code Legal Description % /.F/%- / ��II-L-�t� /2".r" /�-l�•�. j-<'� 'r=- �fl _� Inspector Street Location Inspector Type of Residence >3'.Single Family ❑ Multiple Family No. of Bedrooms ❑ Other Water Supply MUNICIPALITY OF ANCHORAGE �nI w �,t:c -,Q:__Individual ATTACH WELL LOG. A well log is required for all wells drilled since June 1975. 11 Community For wells drilled prior to that date, give well depth (attach log if available). ❑ Public Utility ( APPROVED BEDROOMS 'CONDITIONS OF APPROVAL Sewer Disposal -0 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. r 9 Time Time Time Time Date Date Date Date Inspector Inspector Inspector Inspector Field Notes: /uI MUNICIPALITY OF ANCHORAGE �nI w �,t:c PFP11 C 1 -IT! ,�( �.r ENVIRdhr-._ ._r,. .( -).-,-TION REC N1 ( APPROVED BEDROOMS 'CONDITIONS OF APPROVAL ( �") DISAPPROVED ( )CONDITIONAL APPR VAL. DATE — 7 r Soils Rating Dale Sewer Installed -=Well Absorption Area Well Log Received Septic Tank Size Well to Tank 72023 (3182) NoVell'):)er G, .}.})LJ 2 f CIS k B7 ..7_l. i a;n Banc;? :",ter. ie i-,nt1r.,_rn,7 4607 Avic,7oi-. age, j\K `?Lli)'j C'::. i:e Til')'( 6 190,001t .}- KT1113 flc3 .l.cl l]t„-> "'uh. Our record”; :Li)C.lj cta youl: wc,w ?r r;yS,',Lem linn Y]i)'l, hunn inspoc%OCA and LapprOVC?(} by i:hh; ClC?})c17:"tl ent or €t private s`nQ-cnear. 1L'11C_'rcyEC)re, before uo nu -Ay i!i:i;un 3n ilj:)provrtl L.f) the londintj acjencny, i.!]a followl"Jig will rend to be /\ F'1('_ 1.1. log 5nihrait:tod, 'CO 'la]J,=3 cjP_ ice Igor out: '.'7_ I.e" :::Ind rt9V7 ow. i r t' The r1.a tcC anil_l_y'Al" 7C°ooy. 't. nf't?ri'-' to 1)(' 1:7 thiI " ` C office i:rom the Gena Lab, 56-33 }i :i' 7.f)C'f , 1!J•" )lit" rC.V7.('11. }';Sj)OIi C) L}1(? well ior our l}l.-']X'C 'C: 1. o11 to C1C cl`1 {',l 1, iln pro -o[>];" 071, cll -,o 9 O 7.12`1111'(, itll n ILl1.ltaIIl C�1fi t_r![1C.E? ' C?;I1117. 1i f, a l.a IilC t. 'ootween th(] wol.l_ and S,ewr"r ;i(?t:)_.LC t<ll7}w ?,)lllll})EJ C3 With rl rtry CS3 ;lt)i: .`7111:)III :{. I: i;CC"l t:0 ta]J. ..� (lE?})211;tie nL. 'ube 'too ]1 number c){ (li11. ons t)Uillj'ud ilo<o l i to bw on Gil ' f c ^].T7i lnC1 Vr f1 ;.f,(' , C` � dS Ln .`gl,C 1\`-Y \ Ule actual. nwn;)er of qalj.cln i m pecie Thi-'; 1.,; t) Verify L- ]. m` of r_ h n f; e t'> i., ]c". i:lS �t!1r<?!.1<lC'� t.<'si: f1c3C'.C�.`1 i;lJ *>c? ')er J. 0,:7f1F?C! c)t'1 i_hq c?.hiF;'Cj.ncJ Imic,hing sin,a. f� �r {� r T.hl, tc,; willEBF i:<`I:T4-i.n<�� J.", the ac-lor-(l ate ac.cF)tVIlit! to Hat 1.ona1 jrr7 r)r.ate firms rills )C`I fo— Tll.ng Ulu t not. 7 S eRC OSClii. T'h •, ro}"ort: novdl;.i to 5o fill}), ilitctcl. to this of --'fico :For our Y.C;VyQC'. YICJl:1,'i Y fall :S T)r "L)F1.1" i.iilf I"]t f-)): <i_on whon 'la]i: notod --ll_screplancie i [-I21VEJ tenon cOrroct(f d. J.l: i].le.l:'r� ill"E? F1nV furtllcr. questiorls, j"Nown call. i -his c)ft i c o tit:. 264-4720. j.(wel:Clyr ALASKA MUInOWnTAL COnTnOL SHUNS, InC. Engineerinq & 6nuironmental Studies j�AUNIGPAII(Y OF F^CNORAC 11/22/82 is J ALASKA MUTUAL --DEBBY JOHNSON 1503 W 31ST AVENUE ANCHORAGE AK 99503 SELLER — ANDREWS BUYER—DARREL GALYAN SUBDIVISION—KNIK HEIGHTS BLOCK -1 LOT -6 ADEQUACY TEST FOR SEWER SYSTEM THE TYPE OF ABSORPTION SYSTEM IS A ABSORPTION SYSTEM WITH AN UNKNOWN AREA. THE SYSTEM IS CAPABLE OF ACCEPTING 450 GALLONS OF WATER PER DAY. THE SURGE CAPACITY OF THE SYSTEM IS 700 GALLONS. BASED UPON THE TEST DATA THE SYSTEM IS ACCEPTABLE FOR A 3 BEDROOM HOME. THE SEPTIC TANK WAS PUMPED ON 11/22/82 . SEPTIC TANK ADEQUACY THE EXISTING SEPTIC TANK VOLUME OF 1250 IS ADEQUATE FOR THIS^13HOUSE. . U w,Y'..rt Via• ..lt l4 r Ai3i pt o. LLJIC 1220 West 25th Auenue 9 Anchorage, Alaska 99503 9 907) 276-1361