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Home My WebLink AboutSST BLK 1 LT 2SST Block 1 Lot 2 #015-082-17 Municipality of Anchorage :fir^ '"• Development Services Department Building Safety Division On -Site Water and Wastewater Program, 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 Page 1 of 3 www.cl.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: SWO90093 PID Number: 015-082.17 Na""arner May Wastewater System: ❑ New ® Upgrade ABSORPTION FIELD "d 067810 Prime Niintit er a Bedroom ® Deep Tr«lal O Shallow 7 w O Bed O Mauna 0 Omer LEGAL DESCRIPTION Sod Rating Taal Depen Iran wlpvul prate 1.2 GPOTe 16.0 Ft. 8b Lot Sbd. Dspm ro pPe oonom ham ag+W prate Gravel dean beneam pipe 1 2 SST 4.5 Ft. 7.5 Ft Tosnsnip Flange sect. Fu added sows mg," prate Growl Lmpm 0 Ft. 40 Fl. Well: ❑ New ❑ Upgrade Greve) man 2.5 Nurteer of Isles 1 Dnterwe OeMan Isaa Ft. n/a Ft Claselrcaam tl Ovate. A a. C). T" Dapm Casat b' TOW aosapmn arse F.P. IMIaMI EXISTING PRIVATE I Ft. Ft 600 Fe 3034 PVC Driller Date Dniw slate: water Uvrl, metaller Data In now Ft. D & T CONSTRUCTION 811812009 Yroa Pump Sa at C" wpm A Oround TANK cPM Ft. FL SEPARATION DISTANCES O Septic ❑ Holding ® S.T.E.P. ❑ Other: To Septic Absorption Lift Holding 1011CIPriVale Mww sour«. ty Prom Tank Field Station Tank sewer une ANCHORAGE TANK 1250 Gal wait 104.9' 154.6' 109.3' 105.2 M.rerW. STEEL NumOsn acme. mnu. 2 surlaoewaler 100+ 100+ 100+ • LIFT STATION Licit Una 23.3' 28.9' 25.6'250 Get ORENCENCOIANCHORAGE TANK 8.7' 56.7' 17.7' . -Flip Wlevel « 'Punp de' lava a Ngn at Frond«�Ort +40 h +36 ti +wal«.Oven 45 h. 26.4' 50.0' 37.2' . PLrM Maks a Model ENmic" Mepxaone pedmtlat by c~ Dian P2005 MIKE GREEN A.Existing Existi Eng tank found to be leaking and abandoned per code,1500g BENCH MARK Compri ane D.PeOn. STEP tank Installed as replacement, Existing field to be reused. BACK DOOR THRESHOLD Atl.m.d Ennaion 100.0 Ft Engineer's Stamp Inspections performed by: PANNONE ENG. SVC, LLCDates:t" 811812009 %%404 2n° 8!19109 ♦♦♦..ililss •P�............. bi : �,• ♦♦ Development Services Department Approval Conditional Approval Date:; 49T" ..: .0 • • i jl�ESleven•�R. Ponnonep�aa n / '� �O ♦C ♦ ,N�+o C,E�8� 49 l ♦♦1 `!"' L Reviewed and approved by: ✓ Date: -- - EXIST'G L 28.9 (tOLFx2'WX7.5'ED, 12'TD I I I I DRAIN r—TH1—' �o EXIST'G, IN FAILU REUSED DV LS ... F EXIST'G 12509 TANK, ABANDONED PER CODS REPLACED BY..1500g S:T.E.P. TANK �' 192.6 I I INSTALLED UPGRADE 04.9 54.6 I � TO B - - \,-. EXIST'G "WELL NOTES: 7�T� P!]1\1\Ool\1:7 INGRA�CK 99510ILC PAM PHONE (907) 272-8218 FAX (907) 272 -8211TH � •(�QF A�qS\�) # I "' � �'teven nriorie'� ts-oe2-t7 �I�i'��o��/ Date 9/1/09 RECORD DRAWING Scale S.S.T. S/D BLOCK i, LOT 2 WARNER MAY A$OhorageHomestead cAK 99516 P.I.D. NO PERMIT N0. PLAN SheoOF 23 SPECIAL PROVISIONS TO SPECIFICATIONS 1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON–SITE WASTEWATER DISPOSAL SYSTEMS. 2. ALL WORK SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS. 3. SCOPE OF WORK: UPGRADE ABSORPTION FIELD FOR EXISTING 4–BEDROOM HOUSE. VERIFY INTEGRITY OF EXISTING 12509 SEPTIC TANK. INSTALL NEW 500g LIFT TANK IF EXIST'G TANK IS NOT LEAKING. INSTALL NEW 1500a STEP TANK IF EXISTING SEPTIC TANK IS LEAKING, INSTALL NEW DRAIN FIELD. 4. GROUNDWATER IS NOT EXPECTED TO BE ENCOUNTERED DURING EXCAVATION. AS EVIDENCED BY THE SOIL TEST HOLE INFORMATION ABOVE 18 FT. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 16 FEET BELOW EXISTING GRADE. NOTIFY THE ENGINEER IMMEDIATELY. 5. CONTOURS IN 4.0 FEET INCREMENTS. FIELD UPGRADE THI 975• Filter Fabric –1 0.5 Droin rock 6" 22 above pipe inv –4.5n -P, 93.0' �` �1 1/4" diem. drain 75' �` pipe. 1/40 HOLES 4w 65.5' 030" O.C. J=� Droin rock No groundwater –16 OH monitored SECTION 85.5' 1 11 1 1/4" PVC F.M. FIELD UPGRADE SLOPE VARIES PROFILE DESIGN PARAMETERS NO. BEDROOM: 4 (600 gpd) mo 15009 S.T.E.P. mo c :'Z 1.2 gpd/SF ='Z W p V 1 1/4- PERFORATED LINE p M) 33.3 LF Z w r W/ 1/4.0 HOLES ON 30- z w ED. 12' TD / O.C. M o z a a 85.5' 1 11 1 1/4" PVC F.M. FIELD UPGRADE SLOPE VARIES PROFILE DESIGN PARAMETERS NO. BEDROOM: 4 (600 gpd) TANK SIZE: 15009 S.T.E.P. PERC. RATE: 1.7 MPI SOIL RATING: 1.2 gpd/SF AREA ROD: 500 SF SYS. TYPE: 7.5' ED TRENCH MIN LENGTH: 33.3 LF USE: R.I. 40LFx 7.5' ED. 12' TD TOTAL AREA: 600 SF DESIGN NOTES ABBREVIATIONS CU COPPER DIP DUCTILE IRON PIPE TH TEST HOLE FC FOUNDATION CLEAN OUT T# TANK CLEAN OUT NO. C# CLEAN OUT NO. M# MONITOR TUBE N0. R.I. RIGID INSULATION DCO DOUBLE CLEAN OUT DV DIVERTER VALVE FS FLOW SPLITTER PANNONE ENG SVC, LLC P.O. BOX 102954 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 S.S.T. S/D BLOCK 1, LOT 2 WARNER MAY 9810 Homestead Trail Anchorage, AK 99516 85.5' LEGEND ---•---•— WATER LINE/ WELL RADIUS —•—•—•—•— EXIST'G SEPTIC NEW SEPTIC (FORCE MAIN) —• — CHAINLINK FENCE 9/1/09 CE 8149 Es"�,� SW090093 �� Sheet �orso��r �"`�� 2oF2 f03-CT-acaq oott4A FRCPI:EO'S ELECTRIC INC GTP 4590 TD:8;rZ. 11 P.1 /y n Inspection Report pv$�,i Municipality of Anchorage, Building Safety Division 4700 Elmore Road INFO b HELP (007) 343•!!211 INSPECTION: VOICE (907) 343.8300 , FAX (907)240.7777 • www.munl.0r9 Nomo oame Company ads Bloc Address gal 0HOMESTEAD TR Orid $W2439 SubdlVIslon SST Work Doaorlptlon Soplic lift station Insp. performedrprepald 010 PormitTochnlclan STULLGA,GRETCHENJ.. Commonts of Dlrcctlons call to meeton site Inspocilon Type Eioctricat Aetro Electrical Comments (to( Inspector LMA. only) )L 0 e- M Permit R b9.9224 Inspection Dato 26 -Aug -2009 AM Phone 2724691 LOT 2 OKI TR We UNt�EFL'- Inspector _(��n'1eC�/ Dato. MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water 8 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Jun 25, 2009 Expiration Date: Jun 25, 2010 Permit Number: SW090093 Parcel ID: 015-082-17 Legal Description: SST BLK 1 LT 2 Design Engineer: 0062 PANNONE ENGINEERING SERVI( Site Address: 009810 HOMESTEAD TR Owner Name: WARNER MAY Lot Size: 49493 SQ. FT. Owner Address: 9810 HOMESTEAD TRAIL Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE. AK 99516-6531 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. Received Issued Date: eIZ-s 17eoo, Date: S' e_r Municipality of Anchorage • Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, Alaska 99519-6650 www.muni.org/onsite (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcell.D. 015.082.17 Property owner(s) Warner May Day phone Mailing address9810 Homestead Trail, Zip Code 99516 Site address 9810 Homestead Trail Zip Code 99516 Legal description (Sub'd., Block & Lot) S.S.T. SID, Block 1 Lot 2 Legal description (township, Range & Section) Lot Size 49.493 Sq. Ft. THIS APPLICATION IS FOR Absorption Field Septic Tank Holding Tank Privy Private Well Water Storage (® all that apply): El Number of Bedrooms THIS APPLICATION IS AN: Initial Upgrade Renewal 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. Pannone Engineering Services, (Signature of property owner or authorized agent) Permit/Rush Fees: Date of Payment: .53 Waiver Fees: 07 Date of Payment: Receipt Number: _ 103—r? q0.3 Receipt Number: (Rev. 11/05) Pannone Engineering Services uc Steven R. Pannone, P.E., Principal Licensed & Registered in Alaska and Florida E-mail: steve0yanenaak.com June 31, 2009 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road P. 0. Box 196650 Anchorage, Alaska 99519 Re: S.S.T. S/D, Block 1 lot 2 Septic System Upgrade Permit Request Ladies and Gentlemen: am writing to request an upgrade septic permit be issued for the above referenced lot. The proposed system will serve an existing four-bedroom house; the lot is currently developed. The lot Is served by a private water supply system located on the south east portion of the lot. The surrounding developed lots are served by private water systems; the private wells are located over 100 feet from the proposed soil absorption system. 1. Soils. A single test hole was excavated in May of 2009. Ground water was not encountered in the excavation or after the monitoring period. Bedrock was not encountered in the test hole. Based on the percolation test results and the overall soils appearance, the soils are suited for the use of a conventional wastewater septic system with an application rate of 1.2 gpdpsf. 2. Proposed System a. Percolation Rate: 1.7 Min Per Inch b. Application Rate: 1.2 gpd/sf c. Design Flow: 600 gallons per day d. Min. Absorption Area: 500 sf e. Total Depth: 12 feet f. Effective Depth: 7.5 feet g. Width: 2-3 feet h. Minimum length: 33.3 feet 1. Design Length: 40 feet j. Effective Absorption Area: 600 sf k. Septic Tank Size: 500 gallon lift tank. Install a 1500g S.T.E.P. tank if the existing septic tank Is found to be leaking. 3. Surface Water: there is no surface water within 100 feet of the proposed upgrade. Mailing: P.O. Box 102954, Anchorage, AK 99510-2954 Physical: 11301 Olive Lane, Anchorage, AK 99515 Telephone: (907) 272-8218 FAX: (907) 272-8211 Page 2 of 2 4. Topography: The average topography in the area of the proposed septic system is approximately ten percent based on contour information. S. Drawing Markings: The Drawings are marked "For MoA Review Only". When written notification that the review is complete, and that there are no further comments, is received from MoA On -Site Department, the note will be removed and "Issued for Construction" drawings will be issued. The proposed installation will not affect the future development of the surrounding or existing lots. There are no wells or septic systems within 100 feet of the proposed septic location. If you have any questions or concerns, please contact me at 272-8218. Attachments: Sincerely, Steven R. Pannone, P. E. Principal Mailing: P.O. Box 102954, Anchorage, AK 99510-2954 Physical: 11301 Olive Lane, Anchorage, AK 99515 6/11/09 SEPC ARE(A'. EXIST' WELL PROPOSED < GRADE XI Lj AREASEPTIC SEPT > 0 — — --- — — — — — — T— — — -SEPTI AREA C ..SEPTIC AREA EXIS G 4BR HOUSE E)W'G. SEPTIC'. ll� SEPTIC ' [MEA IST'G AREA TG\ Wo LL EL LL EAST 99TH AVE Al '8 NOTES: PAMONE ENG SVC, LLC �-lk\ Date ISSUED FOR Construction 06/20/09 P.O. BOX 102954 ANCHORAGE. AK 99510 kq. . Scale PHONE (907) 272-8218 FAX (907) 272-8211 TH S,S,T, S/D BLOCK 1, LOT 2 •P.I.D. NO ;4�-1 WARNER MAY teven Pannone -, nome PERMIT NO. 9810 Homestead Trail CE 8149 swxxxxxx Anchorage. AK 99516 PLAN Sheet 1 OF 4 INSTALL NEW 500g S.TIE-.P.' TANK. SEE NOTE 3, SHEET CONNECT TO EXIST'G INSTALL DV & DCO EXIST'G DRAIN EXIST'G, IELD IN FAILU TH1 REUSED R�. TO BL\ "— 1 L .3 — — — — — — — — — — — — — — - — — — — — — — — — — 24.7 17, =2 -- — — — — — — — - < of oEXIST'G 1250g TANK 50.0 VERIFY INTEGRITY, SEE 85.5 NOTE 3, PACE 4. 0 aw 18.2 1 3.0 PROPOSED UPGRADE % ( 01-Fx2VX7.5'ED, 12'TD r\ EXIST'G 'WE,LL r "o NOTES: PAMONE ENG SVC, LLC P.O. BOX 102954 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 ... .. .. ..... Date 06/20/09 ISSUED FOR Construction Scale 1*=5' P.I.D. NO S.S.T. S/D BLOCK 1, LOT 2 WARNER MAY ..t ....... P..P. .. .— teven . onnoqe -0112-17 PERMIT NO. 9810 Homestead TrailCE Anchorage, AK 99516 8149 U swxxxxxx Sheet PLAN 4 Ilk 2 OF 4 TEST HOLE I SOILS LOG - PERCOLATION TEST OR ORGANICS I ML Roots/Silts 2 Sandy GRAVE SLOPE 3 */slits SM/ 4 GM 5 6 7 8 9 10 GRAVEL 8 TEST Sand poorly HOLE 11 graded. GP/ SP 12 13 14 15 16 WAS GROUND WATER ENCOUNTERED? Y 17 IF YES. AT WHAT 18 DEPTH? -- BOH DEPTH TO WATER AFTER 19 MONITORING? -Dry I- 20 DATES 6-11-2009 PEROLATION RATE 17 (min/inch) PERC HOLE DIAMETER 6 inches TEST RUN BETWEEN 6.0 FT AND 7.0 FT COMMENTS: Test hole excavated by Owner. Test Hole was oresooked before oerc test Test ran for 1 hour. Last three periods recorded. PERFORMED BY, I. STEVEN R PANNONE CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST NOTES: PANNONE ENG SVC, LLC _ ""pF A/, �� 0ote 06/20/09 ISSUED FOR Construction :9 P.O. BOX 102954 ANCHORAGE, AK 99510 p�'•�• •`S'�-�� Scale PHONE (907) 272-8218 FAX (907) 272-8211 * TH *f�� NTS S.S.T. S/D BLOCK 1, LOT 2 % "' P.LD. NO WARNER MAY S'te'ven' :'aonnome' 15-082-1 j PERMIT No. 9810 Homestead Trail �'•. CE 8148 i swxxxxxx SOILS 1 Anchorage, AK 99516 '��11k(D�pg1a�' Sh3eOF 4 � SITE PLAN 1 TH1�� ' , TH 1 SLOPE READING DATE CLCCx TIME NET TIME VATER LEVEL READING NET DROP t 5/27/09 9:40 -- 3.40 --- 2 950 10 min 9.2 5.8 9 950 -- 3.40 --- 4 IO.00 10 min 9.20 5.8 5 I000 -- 3.40 --- 5 TH 1 SLOPE READING DATE CLCCx TIME NET TIME VATER LEVEL READING NET DROP t 5/27/09 9:40 -- 3.40 --- 2 950 10 min 9.2 5.8 9 950 -- 3.40 --- 4 IO.00 10 min 9.20 5.8 5 I000 -- 3.40 --- 5 ]OIO 10 'in 9.20 5.8 SPECIAL PROVISIONS TO SPECIFICATIONS 1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON-SITE WASTEWATER DISPOSAL SYSTEMS. 2. ALL WORK SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS. 3. SCOPE OF WORK: UPGRADE ABSORPTION FIELD FOR EXISTING 4 -BEDROOM HOUSE. VERIFY INTEGRITY OF EXISTING 1250g SEPTIC TANK. INSTALL NEW 500g LIFT TANK IF EXIST'G TANK IS NOT LEAKING. INSTALL NEW 15008 S.T.E.P. TANK IF EXISTING SEPTIC TANK IS LEAKING, INSTALL NEW DRAIN FIELD. 4. GROUNDWATER IS NOT EXPECTED TO BE ENCOUNTERED DURING EXCAVATION, AS EVIDENCED BY THE SOIL TEST HOLE INFORMATION ABOVE 18 FT. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 16 FEET BELOW EXISTING GRACE. NOTIFY THE ENGINEER IMMEDIATELY. 5. CONTOURS IN 4.0 FEET INCREMENTS. TH1 GP UPGRADE FIELD Filter Fabric 0.5Droin rock 6" 4.5' —cbove pipe inv " 1/4" diom. Broin 7.5'.. pipe. 1/40 HOLES " 030" O.C. J,kL`Drain rock —18 H No groundwater monitored SECTION L 1 1/4" PVC F SEE NOTE 3 SLOPE VARIES THIS PAGE DESIGN PARAMETERS NO. BEDROOM: 4 (600 gpd) TANK SIZE: Ym O 1.7 MPI Co O AREA ROD: 500 SF H F W MIN LENGTH: r W Y _ MONITOR TUBE NO. 40LFx 7.5' ED, 12' TO TOTAL AREA: 600 SF Zo o0 FS u 1 1/4" PERFORATED LINE o ux ~ p J z W/ 1/4"0 HOLES ON 30" z U /r O.C. 0a O O /W n n L 1 1/4" PVC F SEE NOTE 3 SLOPE VARIES THIS PAGE DESIGN PARAMETERS NO. BEDROOM: 4 (600 gpd) TANK SIZE: 500g LIFT PERC. RATE: 1.7 MPI SOIL RATING: 1.2 gpd/SF AREA ROD: 500 SF SYS. TYPE: 7.5' ED TRENCH MIN LENGTH: 33.3 LF IaL. _ MONITOR TUBE NO. 40LFx 7.5' ED, 12' TO TOTAL AREA: 600 SF NOTES: DESIGN NOTES UPGRADE FIELD PROFILE ABBREVIATIONS CU COPPER -.-. DIP DUCTILE IRON PIPE TH TEST HOLE FC FOUNDATION CLEAN OUT _ T# TANK CLEAN OUT NO. C# CLEAN OUT NO. M# _ MONITOR TUBE NO. R.I. RIGID INSULATION DCO DOUBLE CLEAN OUT -- DV DIVERTER VALVE FS FLOW SPLITTER PANNONE ENG SVC, LLC P.O. BOX 102954 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 S.S.T. S/D BLOCK 1, LOT 2 WARNER MAY 9810 Homestead Trail Anchorage, AK 99516 LEGEND -•-•-•-•- WATER LINE/ WELL RADIUS EXIST'G SEPTIC NEW SEPTIC (FORCE MAIN) ---- CHAINLINK FENCE jF A�\� 106%20/09 qt>l� NTS • • • • • P.I.D. NO 15-082—V ••�teven Pannone / PERMIT N0. CE 8149 .`i SWXXXXXX s Sheet 4 OF 4 MUNICIPALITY OF ANCHORAGE DE_ 3TMENT OF HEALTH AND HUMAN SER. ;ES Environmental Health Division 825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Name DeWinter Construction DISTANCES ❑ TRENCH ❑ BED M W. DRAIN ❑ OTHER TO FROM SEPTIC TANK ABSORPTION FIELD WELL Address c/o GEOLAB 1131 E. 76th Ave. Anch. AK Phones) Permit No. No. of Bedrooms 344-8042 850498 4 WELL 107' 1031 LOT LINE 24' 14' 38' LEG AL DESCRIPTION Lot 2 Block 1 Subdivision SSTFOUNDATION proposed not In 14' not In 1 27' 1 not in 43' Township, Range, Section 1 2N 3W, 14 AS -BUILT DIAGRAM driveway, water. bodies, (Show location of well, etc.) septic system, property lines, foundation, TANKS Number of lines 1 Soil rating 85 SO FT Pipe material Cast iron, D-3034, D2729 Installer Rappe Excavating )LR SEPTIC 0 HOLDING �( WELLS PRIVATE ❑ OTHER (Identiliv) Classification (A,B,C) Total Depth FT Cased to FT Manufacturer Anchorage Tank Capacity in gallons 1250 , Installer I Date Installed: Material Steel No. of Compartments 2 I j /4' TYPE OF SYSTEM. ° ❑ TRENCH ❑ BED M W. DRAIN ❑ OTHER u r Depth to pipe bottom from original grade 3.0' FT Total depth from original grade 4.0' FT FII added above original grade _ not done -will be+l'FT Gravel depth beneath pipe 1.0' FT t ✓ Gravel length 63.0' FT Gravel width 5.0' FT I / Total absorption area 315 SQ FT I Distance between lines NA FT Number of lines 1 Soil rating 85 SO FT Pipe material Cast iron, D-3034, D2729 Installer Rappe Excavating Date Installed 8/20/85 �( WELLS PRIVATE ❑ OTHER (Identiliv) Classification (A,B,C) Total Depth FT Cased to FT Installer I Date Installed: REMARKS: 2" Foamular burial grade insulation over tank. Typar Geotextil fabric over drainfield. IDr �5 00 ®= y Scale: ®� Inspections P med c by. .0 Date: AV e Date: y ° eeeoo e o 1 S (Z, f certify that this inspection was performed according to all Municipal and State guidelines in effect on this dale: L�o .5— Health Department Approval: 79_ni.2 r�iRSt �I ° ° 4° o� Oe OA000 OOpeo°(0 DMAS R. S T o 0 2248-E p e � 00000000 l.® MUNICIPALITY OF ANCHORAGE % DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street - Anchorage, Alaska 99501 Telephone 264.4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME PHONE 4CXNEW DeWinter Construction 344-8042 ❑ UPGRADE MAILING ADDRESS c/o GEOLAB 1131 E. 76th Ave. #101 Anchorage, Alaska 99518 LEGAL DESCRIPTION SST Subdivision Lot 2 Block 1 Sec 14 T12N R3W LOCATION NO. OF BEDROOMS Homestead Trail 4 Well Absorption area Dwelling not in PERMIT NO. Uy DISTANCE TO: 107' 20' nrnnnRpd 141 850498 PZ Manufacturer Material No. of compartments WF Anchorage Tank steel 2 W Liq. capacity in gallons IF HOMEMADE: Inside length Width Liquid depth 1250 cfal NA O y DISTANCE TO: Well NA Dwelling PERMIT NO. Jaz O Z F Manufacturer Material Liquid capacity in gallons o J DISTANCE TO: Well 103' Foundationnot n ' Nearest lot line 14' PERMIT NO. 850498 w= ro osed 2 J LL Z No. of linesLength of each line Total length of lines Trench width Distance between lines zw — 1 63' 63' 60" inches NA oc Q F. To of the to finish grade Material beneath t! Total effective absorption area 0 3p'+ pending final gradi g in rock 12"inches 315 s ft Length Width Depth PERMIT NO. w NA QF Type of crib Crib diameter Cr'6 de Total effective absorption area as LU W `n - Well Bu' Ing founds ' Nearest lot line DISTANCE TO: A Class Indiv. Depth riller NSA ce to lot line PERMIT NO. Building foundation Se r li a ptic ank Absorption area(s) DISTANCE TO: OTHER PIPE MATERIALS Cast Iron house to tank, D3034 tank to field & standpipes, SOIL TEST RATING D2729 in drainfield 85 s ft/BR (J�5 INSTALLER Rappe Excavatincf REMARKS Typar Geotextile Fabric used over drain rock. 2" burial o grade insulation used over + ' septic tank. (DF A 3' 0 oo11 °Oo /a. °Op^' ° � t CJ o oe000000000 0 0 � 00 oao e ° OhtAS R. SMI ° 0 0° V APPROVED 72-013 DATE LEGAL o � ��1 ��1�� Z 1r-,:,% C-3�� ^ DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825L STREET, ANCHORAGE, AK 99501 264~4720 C3 R*%J_1: -1- E -E E-3, FEE- W F---- FR! �E:-� 1L.- 11-- �FZ ll�pl I -T PERMIT NO; 850498 DATE ISSUED: 08/13/85 ` 1 APPLICANT: C/O GEOLAB DEWINTER CQNSTR ADDRESS- 1131 E 76TH SUITE 101 ANCHORAGE, AK 99518 CONTACT PHONE: 344-8042 ' LEGAL DESCRIP: SUBDIVISION-, SS� � LOT: 2 SECTION: 14 TOWNSHIP: 12NRANGE: 3W LOT SIZE: 49494 (SO. FT. OR ACRES) ` LOT LOCATION; HOMESTEAD TRAIL MAX BEDROOMS: 4 Listed below are the options available to you in designing System. Choose the option that best fits your site. ** DEPTH W~ U� F:Z��][lr:J DEPTH TO PIPE BOTTOM (FT.) 3.0 ** TANK �� GRAVEL DEPTH (FT.) 0.5 1"0 TOTAL DEPTH (FT.) 3.5 4.0 GRAVEL WIDTH (FT .) 16.0 5.0 GRAVEL LENGTH (FT.) ' 32^0 60.0 GRAVEL VOLUME (CU. YDS. 19.0 16.7 TANK SIZE (GALS) 1 250.0 1�250. 0** SOIL RATING (SQ.FT. /8R) 85 85 BLOCK: 1; / your septic ** DEPTH TO PIPE BOTTOM < 3.5 FT. REQUIRES 'INSULATION ** DEPTH TO PIPE BOTTOM < 4,0 FT, MAY REQUIRE A LIFT STATI.oN ** TANK �� MUST HAVE ATLEAST TWO COMPARTMENTS I certify that: 1. I am familiar, with the requirements for on-site sewers and wells as set f'orf.h by the Municipality of Anchorage (MOA) and the State of' Alaska. 2. I will install the system in accordance with all MOA codes and r-�egulations, and in compliance with the design criteria o[ thispermit. 3. I will adhere to all MOA and State of Alaska requirements for the slet back distances from any existing well, wastewate;r disposal system or, public sewerage system on this or, any adjacent or nearby lot, 4. I understand that this permit is valid for a maximum of 4 bedrooms and any enlargement will require an Additional permit. IF A LIFT STATION IS INSTALLED JN AN AREA COVERED BY MOA BUILDING CODES, THEN (1) AN ELECTRICAL PERMIT AND INSPECTION MUST BE OBTAINED; (2) AS-BUILTS WILL NOT BE APPROVED WITHOUT AN ELECTRICAL INSPECTION REPORT; AND (3) THE ELECTRICAL WT BE DONE BY A LICENSED ELECTRICIAN. SIGNED DATE: APPLICANT: C/O GE8LAB DEWINTER CONSTR ~v -D BY DATE: - 13 Time OrQawl,es Reading. Reading. of Net , Water Drop - r •3vd lr or�,,,��-J'�-rv�a"t Grwrr�J/J %L: J 4 S�" /t � q y A��( /i✓( � Lel � V IL' W S •� F'- "! /� .� -. Y r V -5- 13 ML- s�� Groundwater„�� L Encountered ?' 4 Date p e �1 tL t fa tdik E l/�/b`%l�%S • � r`Er�Ytx.t� Depth ”' PERFORMED GY:-�Z)1 Date Time Net Time Reading. Reading. of Net , Water Drop lyzs %L: J 4 - � Lel � V IL' W S •� F'- "! Percolation Rate o /� Depth_ —CERTIFIED BY. M -W DRILLING, Inc. P.O. Box 10-378 • 10300 Old Seward Highway 85-219 (907) 349-8535 ANCHORAGE, ALASKA 99511 DRILLING LOG Vvarne✓ T Well Owner -RuA ^Tay Use of Well "om. 4 Location (address of: Township, Range, Section, if known; or distance main Size of casing--6L'—Depth of Hole ?(11 feet Cased to ?n1 feet Static water level 110 ft. (abo t�C) (below) land surface. Finish of well (check one) open end ( Y ) ; Screen ( ); Perforated ( ). Describe screen or perforation—;era Well pumping test at ll gallons per (lgtj (minute) for --4- hours with lrn r#l; of drawdown from static level. N W ick SG �Iy S It/ iy /V t= XI/ Date of completion July 26, 1985 52c i q , T 12 tV , R 3 vv, S M IVLf9-0Glo755y WELL LOG W 27 - J'k9 y -Sb %- l Depth in feet from ground surface Give details of formations penetrated, size of material, color and hardness 0TO 2 Casing 2 TO 4 Organia MUNICIPALITY OF ANrHnkAao CcPT. OF HEALTH & 4 TO 16 Silty Gravel ENVIROMMENTAL PROTECTION 16 TO 43 Silty Sand MAR 6 jpP, 43 TO 60 Silty Gravel RECEIVED 60 TO 85 Silty Sand & Some Water 85 TO 135 Silty Gravel 135 TO 145 Weeping Hard Pan 145 TO 175 Silty Hard Pan 175 TO 191 Gravely Hard Pan ., 191 TO 201 TO TO _TO L7-ET-i-43Z NWWA Certified Contractor er ilic:l e .'US. .1 cz M �G�s CC" 0$6 3—CONTRACTOR CC-,, Mi'Ihi Or Ancho✓Agc MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION DIVISION OF ENVIRONMENTAL HEALTH CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY 264-4720 l Application Date 1. GENERAL INFORMATION (a) Legal Description (include lot, block, subdivision, section, t[o��(nsh(p, re Location (address or directions) 3 ��Z/ Business (b) Applicant Name,��,/��%� �Nl •Tel hone: Home ��`-C )� n c/yc��zp�2 J Applicant Address / (c) Applicant is (check one): Lending Institution ❑ ; Owner/builderjl ; Buyer ❑ ; Other ❑ (explain); --- (d) Lending Institution Address / ' 7 /'L (e) Real Estate Company and Agent Address Telephone (f) Mail the HAA t the following address: Telephone �jl✓ F l %✓/ C !/N Nv`._. -l ✓ u 2. TYPE OF RESIDE CE Single -Family Multi -Family ❑ Other Number of Bedrooms 3. WATER SUPPL�Y� Individual Well I!7 Community ❑ Public ❑ Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 4. SEWAGE DI POSAL Onsite ® Public ❑ Community ❑ Holding Tank ❑ Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. E Page 1 of 2 72-025 (11164) 5. ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of thl,. Authority Approval shows that the on-site water supply and/or wastewater disposal system is safe, functional and adeq, for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtainer 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 l �E-r Ea V;—:- �J(f. `"Cc!, f 10456Telephone Address s< 0 AE Date .54A&5G Q DHEP APPROVAL 7 Approved for bedroc Approved Disa Terms of Conditional Approval 04 Chep CAUTION The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHEP do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professionai engineer's work. Page 2 of 2 72-025 (11/84) MUNICIPALITY OF ANCHORAGE �`. DEPT. OF HEALTH & MUNICIPALITY OF ANCHORAGE (MOA) ENVIRONMENTAL PROTECTION HEALTH AUTHORITY APPROVAL (HAA) MAY G J CHECKLIST - FEBRUARY 1984 264-4720 Legal Description: Iz /5 RAGE 1 V E D A. WELL DATA Well Classification _( L_ 4 -v 1 Irl In ( If A, B, Cr, D.E.C. Approved (Y/N) Well Log Present (Y/N) Date Completed -2�6 r -r (r' A Yield �� g Total Depth ' 67 Cased to Depth of Grouting Static Water Level /142 Pump Set At Casing Height Above Ground Sanitary Seal on Casing (Y/N) Electrical Wiring in Conduit (Y/N) Depression Around Wellhead (Y/N) Separation Distances from Well To Septic/Holding Tank on Lot t O`lt ; On Adjoining Lots`y To Nearest Edge of Absorption Field on Lot 10551 ; On Adjoining Lots To Nearest Public Sewer Line __ti1 To Nearest Public Sewer r Cleanout/Manhole - r�✓i ti To Nearest Sewer Service Line on Lot Water Sample Collected by _ t cA4 w 1 ; Date 515 /9 L Water Sample Test Results L� Comments » ��C A B. SEPTIC/HOLDING TANK DATA Date Installed Size \ Z SC� No. of Compartments Standpipes (Y/N)- Air -tight Caps (Y/N) --)L- Foundation Cleanout (Y/N) Depression over Tank (Y/N) Date Last Pumped Pumping/Maintenance Contract on File (Y/N) 3A_)9 ,a. ; for ^> Holding Tank High -Water Alarm (Y/N)�-.jam--- Temporary Holding Tank Permit (Y/N) i Separation Distances from Septic/Holding Tank: To Water -Supply Well To Property Line To Water Main/Service Line XA I ll� Course Comments Page 1 of 2 72-026(11/84) To Building Foundation no,I To Disposal Field To Stream, Pond, Lake, or Major Drainage C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata 5 / Type of System Design Date Installed ei — C" Is Length of Field ( Depth of Field 4:! 02 _ Q� Width of Field �� n,L� Gravel Bed Thickness I Z t) Square Feet of Absorption Area Z 1 S Standpipes Present (Y/N) Depression over Field (Y/N) & I Date of Last Adequacy Test �� f Results of Last Adequacy Test Separation Distance from Absorption Field: j To Water -Supply Well ,fes To Property Line `� To Building Foundations W' ! To Existing or Abandoned System on Lot Ar' On Adjoining Lots � 7dA j AA To Water Main/Service Line -�� j� To Cutbank (if present) �! LA To Stream/Pond/Lake/or Major Drainage Course ti)%A To Driveway, Parking Area, or Vehicle Storage Area -5f) 1 Comments D. LIFT STATION Date Installed Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for Electrical Codes (Y/N) Comments Dimensions Manhole/Access (Y/N) "Pump Off" Level at ** Check.PermiA60 Bedrooi'q Rating Against HAA Request ** Vent (Y/N) Pumping Cycles during Adequacy Test, Meets MOA I certify that I a cl ecked, l rified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection. Signed �j G Date Company rt D t -C1 Q _ MOA No. Receipt No. =3S y1� (CIS Date of Payment U Amount: $ (nsF� Page 2 of 2 72-026 (11/84) �y a o v o 000 / �/ '04 Q v°� 0 ��vev 0 0 0000v o nee °BVI vv vv o00000000000vooac��j 22 8 E 4y' wf