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HomeMy WebLinkAboutDE SPIRITO LT 1r.)e Sp irito Lot 1 #015-082-12 Municipality of Anchorage T Department of Health and Human Services Building Safety Division On-She Water and Wastewater Program, 4700 South Bragaw Street P.O. Box 196650 Anchorage, AK 9951946650 Page 1 of 3 www.d.anchorage.ak.us (907) 3417904 ON-SrTE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number. SWSWO40147 PID Number. 0115-082-12 wm. Wastewater System: ❑ New ® Upgrade Adman: ABSORPTION FIELD AM - mare.era.ao"r": ® Dew T" O ar"tlon Tmneh O tied O mr w O COW: LEGAL DESCRIPTION WRO&V TOWDep1h* a ""'grade Bbct: teat aubor4"en: 1 DeSolrito D.PmlomeboaandemeepaW pude 3.7 pmY depn bwn Mpoo: 6.0 Ft TawWip: new: sodww Faamed.ew. akirw Wide: Gr"w unps,: Well: ❑ NewUpgrade ❑ a: GM..r Wem w'ee.`ara"r D"ba"be! a"r CLrAotlon (@"a", A R Q: Exi Private TaW DpOt Cased b T.W 0,.pd. area. p peWWW: r, Ft 38 3034 VC/F81 ones D..D..o- smewr"uw: r"ewr or. r+r.sm: R Owner 7/24/20 4 �� ^dap sw ee ca-ap ward ADma Drae,a: cr�.r n. I n TANK SEPARATION DISTANCES 0 Septic ❑ Holding ❑ S.T.E.P. ❑ other: To Septic Absorption lift Holding a m—ft r capes r. Fran Tank Field Station Tank s~une AnehTank 1500" W.1120.5 136.1 95 """"r' Steel Nin bw W Cm p"be : 1 2 seeaeewr" 100+ 100+ LIFT STATION LOU" 32 11.7 cr Feugrtbn 12.9 15 vwo oa,r at: -Pu"or" ere tapn.r"r.rmc Qa"ar 0r.br 100+ 100+ PwV Moke& ." E"cbkal bapsaw"pedermedbr. Rao"ta Upgraded existina field by adding 31 additional feet of BENCH MARK drainfield (211t to the North end b 10 N to the south taaaee"rd Dnaipe : Rear French door THreshold end). Alownd E".,aw: 100.0 a Engineer's Stamp OF Inspections performed by. Pannone Eng. Svc Dates: 1 7/24/2004 : 11% • 49TH 2'"07/24/2004 i Department of Health a d Human Services approval _ ♦7! Steven R. Ponnonei ar Reviewed ��j; �', No CE 8149 and approved by Date: �,/ �ir�5 p'��?=' PERMIT NO: SWD40147 / �EOS WELL NOTES: 1) M work shall be performed In accordance with AMC15.85. 2) Materiels used shall be in accordance with those specified In AMC15.65. Wastewater Disposal. 3) Connect post tank Ane to start of drain flea, typical. 4) Maintain 1 O' separation to all lot Ilnes and existing water Anes. 5) Lots served by a private well. No wells within 100' of proposed system. X49 TM f�j E., RECORD DRAWING WASTEWATER DISPOSAL SYSTEM Lot 1 DeSpirito SID >ED NFIELE LFx3 6 .D.97E 1 1 \N BA LL - IV \yhDV) I\ W/IN 2' I 1 I I I I I I I I I� Mr. John McGrew 9631 Main tree Drive Anchorage, AK 99516 646-4644 SEPTIC AREA P.I.D. NO: 015-082-12 DESIGN: PERC RATE: 5.15 MPI 0.8 GPD/SF 5 SR HOUSE REOD AREA 938 SF 6' EFFT DEPTH, 78 LF X 1G' T.D. 938 SF TOTAL 1500 GAL SEPTIC TANK j-T)RAINFIELD ADOPTION 21LF%3'A6`ED, 9TD t 0,,�-EXtSTG DRAINFIEI TO BE REUSED REMOVED EXI I IC E S ISM HOUSE DRAINFIELC I OLFx3WEE t— — SEPTIC AREA BR ADDITIQIyx r \ 1 3M 1 LL 1 ! I I I t I o 1Q SV `J / I 1 / �� CO A B P` TA 12.9 32.9 \ S /I2 16.3 30.5 \ \ / / DV DCI 17.7 15.5 30.0 262 \ / M1 73.0 53.7 DC2 219 32.7 M2 26.1 37.3 Ve --CZ 78.3 58.7 PANNONE ENG. SVC. LLC P. O. BOX 102954 ANCHORAGE. ALASKA 99510 227-3522 P. 272-8218 Fax RECORD r N F PERMIT NO:SWO40147 RECORD DRAWING DETAILS WASTEWATER ABSORPTION SYSTEM Lot 1 DeSpidto SID NOTES: 1) ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH, AND ALL MATERIALS SHALL CONFORM TO. AMC15.65. 2) MAINTAIN 30' SEPARATION FROM ALL SLOPES GREATER THAN 25%. 1110 NV313 C �i 00000000 S 0-0000000 00000000.0 S z OL_L 1� 'W' V^ / Of W9 1'- C 3 22 Mr. John McGrew 9831 Main tree Drive Anchorage, AK 99518 848-4644 3MU N01INOW N 1110 NV81O a P.I.D. NO: 015-082.12 1110NV313 1ilONV31O O � li 2 N (J Mr. John McGrew 9831 Main tree Drive Anchorage, AK 99518 848-4644 3MU N01INOW N 1110 NV81O a P.I.D. NO: 015-082.12 1110NV313 1ilONV31O Or MIONV313 1110NV313 Q� if N c� , NOLLVO VR33 C? or N (p rn co Q O W Ub Z W W J IrEL Pannone Eng. Svc., LLC P. O. BOX 102954 ANCHORAGE, ALASKA 99510 272-8218 PHONE & FAX kTE: 8-4-04RECORD nY T^ cnwr L Municipality of Anchorage Development Services Department '1 Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.orgtonsite (907)343-7904 ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET To: Pannone Engineering Legal description: beSpirito Subdivision. Lot 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._ 6161115S® Other. On-site wastewater disposal systeem mita+ t. L.. __ Name of reviewer. Julie Makela. P.E. Date: 1/14/2005 Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK 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 ONSITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Permit Number: SW040147 Legal Description: IDE SPIRITO LT -1 Design Engineer: 0062 Pannone Engineering Services Owner Name: John McGrew Owner Address: 9831 Main Tree Drive Anchorage , AK 99516-6508 Date Issued: May 26, 2004 Expiration Date: May 26, 2005 Parcel ID: 015-082-12 Site Address: 009831 MAIN TREE DR Lot Size: 40451 SO. FT. Total Bedrooms: 5 Permit Bedrooms: 5 This permit Is for the construction of. ❑✓ Disposal Field Q 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. NEED TO DO ADDITIONAL TEST HOLE AND GROUNDWATER MONITORING FOR ALTERNATE SEPTIC FIELD SITE. Received By. Date: Issued By: Date:Z6 U Municipality of Anchorage • -- Development Services Department % Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.akus (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 015-082.12 Permit Number SW Property owner(s) John McGrew Day phone 64E4644 Mailing address (1) 9831 Main Tree Drive Mailing address (2) Anchorage, AK Zip Code 99516 Legal description (Lot, Block & Sub'd.) _Lot 1 De Soirito Legal description (Section, Township & Range) Lot Size 40.200 Acre q.Ft. Number of Bedrooms 5 THIS APPLICATION IS FOR: Sewer Only ❑ Well Only ❑ Sewer and Well ❑ Water Storage ❑ Sewer Upgrade THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi Cl Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Munidpal Codes. (Signature of property owner or authorized agent) Permit Fees: co ' l Waiver Fees: Date of Payment: r? `1 Date of Paymerd. Receipt Number. r93 73 / Receipt Number. (Rev. 12100) Pannone Engineering Services, LLC P.O. Box 102954 Consulting Engineers Anchorage, Alaska, 99510 (907) 272-8218 (907) 272-8218 Fax May 18, 2004 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 S. Bragaw Street P. O. Bos 196650 Anchorage, Alaska 99519 Subject: Lot DeSpirito S/d Septic field Upgrade Permit Request Gentlemen: My firm was contacted to design an upgrade to the existing three-bedroom system on the above referenced lot. The owner has added two bedrooms to his house and wishes to ensure the septic system has the capacity to handle the appropriate number of bedrooms. I conducted two test holes on May 7, 2004. I have attached the soils reports and percolation tests for your review. No bedrock was encountered in the test holes. Groundwater monitored through he season high period, and there was no groundwater after seven days of monitoring. The lot is approximately 0.922 acres in size and is served by a private well located on the southern portion of the lot. Lot 1 slopes to the west at approximately 1 to 2 percent in the area of the septic system. The proposed installation will be located in the northwest portion of the lot. The existing 1000 -gallon septic tank will be removed and a new 1500 -gallon septic tank will be installed to serve the house. The existing drain field will be upgraded by extending it to the north 21 feet and to the south 10 feet to make it a five -bedroom system. A diverter valve will be installed between the two fields. Both systems are located greater than 100 feet from the well serving this lot and surrounding lots. The proposed location is greater than 25 feet from the water service lines. The other surrounding wells are located greater than 100 feet from the proposed installation. The proposed installation will not affect the future development of the surrounding or existing lots. See the attached design. If you have any questions or concerns, please contact me at 227-3522 or 272-8218 Sincerely, Attachments: PERMIT NO: DESIGN DRAWING P.I.D. NO: 015-082-12 WASTEWATER DISPOSAL SYSTEM Lot 1 DeSpirito S/D DESIGN: PERC RATE: 5-15 MPI I SEPTIC APPLICATION RATE: 188 SF 8R I AREA 0.8 CPD/SF I I 1 5 BR HOUSE GW11010k REO'D AREA: 938 SF I I 6' EFF? DEPTH, 78 LF X 10' ` 1 Uiuncs T.D. I 938 SF TOTAL 1500 GAL. SEPTIC TANK -- —----------------- \F§iINFIELD 'L7, 11.7 11.5 ROPOSE i /-EXIS 'G / WELL lH*117111 NOTES: 1) All work sholl be performed in accordance with AMC15.65. 2) Materials used shall be in accordance with those specified in AMC 15.65, Wastewater Disposal. 3) Connect post tank line to start of drain field, typical. 4) Maintain 10' separation to all lot lines and existing water lines. 5) Lots served by a private well. No wells within 100' of proposed system. 0 +en R. Panni No. CE 8149 0 Q / I / II INSTALk U�7DATION CLEA%1- i�4r/IN 2' a %J 1 I I t 1 1 1 1 I I I I I I I I I I I I I V EA Mr. John McGrew 9831 Main tree Drive Anchorage, AK 99516 646-4644 15FrN T1rLjY DDITION 21 LFx3'x6'ED. 9'TD 7 / TO BE 1 DOOg SEPTIC 1 EXIST'G 38R HOUSE SfPnc -----' AREA 91D 2 OR ADDrrio< / / \ it EXAST'G 1 / Wt LL 1 0 I I 1 1 PANNONE ENG. SVC, LLC P. 0. BOX 102954 ANCHORAGE, ALASKA 99510 227-3522 P. 272-8218 Fa) DESIGN PERMIT NO: DESIGN DETAILS P.I.D. NO: 015-082-12 WASTEWATER ABSORPTION SYSTEM Lot 1 DeSpirito S/D NOTES: 1) ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH. AND ALL MATERIALS SHALL CONFORM TO, AMC15.65. 2) MAINTAIN 30' SEPARATION FROM ALL SLOPES GREATER THAN 25%. 100 NV313 0. i `• i1 0 s y... 00000000 000000000 00000000 ♦n �:y 00000000 0000000 00000000 0000000 ,.ri. 00000000{ b 0000000 ]it. A = 381118011NOM ,f -..- O s??s E1 m W a: ow Z ' N LLJ t4• L.L + ry;ti �i 1110 NVM3 0 f' C) 0000000 I (1 t 0000000 L1 C 000000 00000000000000 h Z 50000000 0: <W 00000000 w O 000000 00000000 3 C O Z 1nONV313 �' o .• N N 1t10NV310 I I I 1110NV310 .LnONV310 bi it 49tH i>}♦♦i s.Steven no ne i x" --''i PREPARED FOR: Pannone En Svc., LLC ♦ R. Po 9• ♦1 ' CE 8149 ; i Mr. John McGrew P. 0. BOX 102954 ♦j`�._���q,, dS,��� 9831 Main tree Drive ANCHORAGE. ALASKA 99510 �♦♦ �� Anchorage, AK 99516 272-8218 PHONE & FAX 1♦,,,;t�r 646-4644 7 • 5-6-04 NOT TO SCALE DESIGN U U ���•rG,� f,fffff + yWNti• SOILS LOO -PERCOLATION TEST �� �P,..^•• fj. PANNONE ENGINEERING SERVICES P.O. BOX 102954 ; 4921 ANCHORAGE, AK 99510 (907) 272-8218 • "i �. %Steven . P none ♦ �'� No. CE 8149 PERFORMED FOR: Mr. John McGrewDATE PERFORMED: 5/7/04 •ff�d�Ll� ��•��• ff LEGAL DESCRIPTION: Lot 1 DeSpirito S/D fff,f` TEST HOLE 1 SLOPE ` ; 1 11 RE NJ4I1 OROrgan" `% 11 F--- ---------------------------------- 1 ` SM Sand silt w/ I 1 2 Sand It • 1 3 1 % 5 _ TEST ROLE- __���. 6 - 7 `` '�' --_ SRSM Poorly graded -4 e` , it SAND w/ some -3 8 slits m 9 - 1 J 10 t 1 1 i 12 A tW'Av -� 13 GM/ML Gravely, Sandy V, JAS OROUND WATER SLOPE 14 SILTS with ENCOUNTERED? No x'1 cobbles TEST HOLE 15 IF YES, AT WHAT 16— DEPTH? -0- BOH DEPTH TO WATER AFTER l7 MONITORING? Dry 18 DATE: 5-152004 19 20 PEROLATION RATE 10.S kinin/inch) PERC HOLE DIAMETER 6 inches TEST RUN BETWEEN 7 FT AND 8 FT COMMENTS: Test hole excavated by A+ Home Services. Test Hole was presoaked before pen test. PERFORMED BY: Steven R. Pannone, P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. READING DATE GROSS NEI' DEPTH OF NET TINE TIME WATER DROP S-)-04 J:JO g• 4:00 30 31/S- 2 7 • 4:00 g• 1:70 JO J 1 27/11- 4J0 g• s oo Jo 7 18' 2 � e• r. U ,46 ��� SOILS LOO - PERCOLATION TEST �� kP,,..-"""•`»... PANNONE ENGINEERING SERVICES� P.O. BOX 102954 i TM ANCHORAGE, AK 99510 0 (907) 272-8218 i �1 :Steven R. Pannone ;� a ♦� No.CE 81g4�9 PERFORMED FOR: Mr. John McGrew DATE PERFORMED: 5/7/04 LEGAL DESCRIPTION: Lot 1 DeSpirito SID TEST HOLE 2 SLOPE +Pun +, 1 ` ' z i; . I 5 TEST HOLE 6- 7— SP-SM SP -SM Poorly graded S SAND +e SAND 2 i J 10 11 1 Iz ' `A ih-�v 13 WAS GROUND WATER SLOPE 14 ENCOUNTERED? No TEST HOLE IS iF YES, AT WHAT DEPTH? -0- ' 16 BOH DEPTH TO WATER AFTER 17 MONITORING? Dry Ig DATE: 5-IS2004 19 READING DATE GROSS NET DEPTH OF NET TWE TIME WATER DROP 20 S5 -7-N 4:u 61/4- PEROLATION RATE IO�min/inch) PERC HOLE DIAMETER 6 inch" TEST RUN BETWEEN 7 FT AND A FT COMMENTS: Test hole excavated by A+ Home Services. Test Hole was presoaked before pert test. PERFORMED BY: Steven R. Pannone P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL OUIDLINES IN EFFECT ON THE DATE OF THIS TEST. - - s:+s b � 3/e• z T g• s:+s ---- g t s:u b 31/4- z 7 - s:u ---- e• _� g�+s b 3 1/g' 2 7 S• 72.013 (Rev. 3/78) - MUNICIPALITY OF ANCHORAGE t DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION j 825 L Street • Anchorage, Alaska 99501 Telephone 264.4720 --' ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME PHONE YJQIYEW RC Construction 344-8042 ❑UPGRADE MAILING ADDRESS c/o GEOLAB 1131 E. 76th Ave. #101 Anchorage, Alaska 99518 LEGAL DESCRIPTION DeSpirito Subdivision Lot 1 Sec 14 T12N R3W LOCATION NO. OF BEDROOMS Main Tree Dr. & E. 99th Ave. 3 DISTANCE TO: Well not in Absorption area 5' Dwelling propose 22' PERMIT NO. 850437 S2 Y F 2 W Manufacturer Greer Material Steel No. of compartments 2 N Liq, UU8ty in gallons lU lJ gal IF HOMEMADE: Inside length NA Width Liquid depth d Y DISTANCE TO: Well NA Dwelling PERMIT NO. Jag _ Manufacturer Material Liquid capacity in gallons D w= DISTANCE TO: Well not in Foundation 34' propose Barest lot line 53' PERMIT NO. 850437 Li.E No. of lines Length of each line Total length of linrr42 Trench width36 Distance between lines H 1 42 r n A /� Inches G F Top finish Materi I beneath tile Total g of tile to grade 41 drain 72" effective absorption ea rock inches 504 sq. ft. Length NA Width - Depth PERMIT NO. W a a H Type of crib Crib diameter Crib depth Total effective absorption area wa V) DISTANCE TO: Well Building foundation Nearest lot line JClass Individ Depth Driller Distance to lot line PERMIT NO. J . "'Building 3:DISTANCE T0: foundation Sewer line Septic tank Absorption area(s) OTHER PIPE MATERIALS Cast Iron House to tank & Ta k to field.ASTM F-810 elsewhere SOIL TEST RATING + 165 s ft/BR 1 INSTALLER Jess Hall and Sons L REMARKS Geotextile Fabric over drain rock. 2" Insulfoam over tank and line from house to tank. ° Attached is new soils test as specified in permit. Design ' c a ma a to accomodate the Illoil conditions. a i ; ♦o \ ♦ �. 2248-E J1 ELLE 99'`'' .. '0.0o 00 ��� 8/8/85 APPROVED DATE LEGAL 72.013 (Rev. 3/78) •r ��, _ 4040 'B" STF'.EET, •'` �; '� '�� '' �; ✓-",,,•- t! �`� F ' ANCHORAGE,ALASKA 99503 '� PHONE: 907.279.2581 Febmruary 26, 1976 1.1.0. ";117612 Grid 82439 Metropolitan Community Church P.O. Box 3-091 Anchorage, AK 99501 Attention: Subject: Dear Mr. Byrne: We performed a 4 of DeSpirito 1976. Mr. Bill Byrne Subsurface Investigation on Lots 1, DeSpirito Subdivision ?-S--07 Y 3-1 V • 2, 3, 4 subsurface investigation on Lots 1, 2, 3, and' Subdivision on February 21, 22, 25'and 26, The exolorat5on consisted of one 20 foot and four 15 foot test holes placed with a B-50 Mobile drill rig mounted on a Flextrac-Nodwell tracked vehicle and utilizing a continuous, solid flight auger. The drill rig was owned and operated by Denali Drilling, Inc. The drilling was supervised and' the test holes logged by Mr. Wallace Oliver, staff technician with Alaska Testlab. Following this report are: Vicinity Map Figure 1 Test -Hole Location Sketch Figure 2 Grain Size Distribution Curves. Sheets 1-5 Standard Explanatory Information Sheets 6-8 Grab samples were taken off the auger flights in five foot intervals in test holes 1 through 4 and two and one-half foot intervals in test hole 5. Samples were visually classified in the laboratory with samples of similar color, texture and grain size distribu- tion being grouped together and laboratory analysis being performed on the group as a whole. Five groups were identified: Grout A is a sandy gravel. that is non -frost• susceptible being rated NFS. Its unified classification isGP and'its gradation is shown on sheet• one. i .tropolitan Co:.imunity Church Vubruary 26, 1976 Page 7. Group R is a silty gravelly sand that is moderately frost suscepLiblc-being rated•F-2. Its unified classifi- cation is St4 and its gradation is on sheet two. Group C is a silty saw gr avel that is moderately frost susceptible being rated F-1. Its unified classi- fication is GM and its gradation is on sheet three. Group D is a silty sand that is moderately frost susceptible being rated F-2. Its unified classification is SM and its gradation is on sheet four. Group E is a sandy silt that is highly frost susceptible _. being rated F-4. Its unified classification is 14L and i" 'gradation is on sheet five. It is non- plast'c. Water was pia 7,in test holes one through four, left to aturate over i h_g t_, refilled in the morning and thc�drop� e -.Ya er le el mons. red. (Each hole was cased firth 3/4 in h,'slotted PVC plp�). The rate the water leveled ed i ove the Plod -of Sn hour was: , ,oS s Ii •/_ ��� es Hole 41 3.5 minutes/inch T s Hole 12 1 4.0 minutes/inch +►f Te t Hole :3 .5 minutes/inch ts%'1SY T s hole f4 5.5 minutes/inch -+30 Test tole S Itas placed rine. right-of-way for the planned -I eat nsion stain Tree Drive. e �Gt 17 hope this is sufficient to your present needs. Please do t hesitate o contact us if we can clarify any item. +� 1 ,{I Very sincerely, ALASKA TESTLAn Ile to 0 Melvin I Nichols, C.E. Labbratory Supervisor 14RN : rb Enclosures 0._;f � OF 9"o,44 1 „yam•' •••'?•9'// ,49TH • io .... /go .................» .... 0 G� zo L Malvin R Nichols V,%*- d'�•••• No. 4113•E • ���� Test- hole ':1 Dcnth in Feet From To 0.0' — 1.0' 1.0' - 10.0' 10.0' - 20.01 Bottom of Test Hole: Frost Line: ' Free hater Level: Sample Depth 1 5.0' 21 10.0' 3 15.0' 4 20.0' Table A FIO F17612 February 21, 1976 Logged By: JVIO Soil Description J F-4, brown organic overburden. t�FS, brown Sandy Gr e1G G� P La ei, m subrounded particle to 2 Gr up A. F-2, brown Silty Gravelly Sand, SM, damp, maximum subrounded particles to 2", roup B. 20.0' None Observed Type of Sample Group Unified .G A GP G B SM G B SDS G B SM Remarh s:� 1. Type of Sample, G=Grab, SP = Standard Penetration_ 2. Group refers to similar material, this study' only. 3. General Information, see Sheet 1. 4. Frost and Textural Classification, see* Sheet 2-3. 5. Unified Classification, see Sheet 4. OF t40:4918 ••' �s WOO R. Nichols ws0 e, J'�'•• No, 4113-t P �Qi R0FEcc1�? c� N u ,8:00£ I h V w `) ou / � `\ v h u � `(�lN / � `\ h� C. `(�lN n 0O I m ui L'1 .111%\:7 �:'.:t•:t:: i Jf !I • lJ/ ili/ ��� � \\. • CJ 1 I 1 II IU C. t tp\ l9 I m ui L'1 0 tot q . co W 1 I t' cu �-- l�1 I f 1 • t oi It It .% 1 . I I "ON C. tN ;. �. *e ' _• / I)cry---- -I Ic I I . L r I�� r e / y�.• '•. ¢ •P .• : =49L ' '•• a; •.We-oa'. No, 4113-FSr .I-/ l� \ L•�lV.i1r.:V..LY ". L'li'•i Lot 1 I 1 II IU t tp\ l9 m ui L'1 0 tot kC•U1 1 I 1 II 1 rM t t tp\ (ta 1 • 0 q . co t.r-, 1 I t' l�1 f 1 • t It It .% 1 . I I 1 9 *e ' / I)cry---- -I Ic I . tll SQ.I.LS-LOG 0 tA P,[- R Co TIONJEST 1 0 1 ..... .. 1131 E' '76th'AVO. A I d s k 0 9 95103' TEST HOLE NW;� Mchorage - DATE B04 2 MI 344 Job N() 1. IIo:of Cidrobm' PERFORMED FOR -!-���—,."- Z.. �.ILEGAL DESCRIPTION— SO k TYPE DEPT"t—DESCRWTIOh1 SLOPE'.:._SITE F.t. AN .Or-a�rc'rc�-rt Siler 57 T 14 P f c 5,D (b - - - - --- - - - - - - A qu P io Dab 14 777-1 Depth. win NUNN SQ.I.LS-LOG 0 tA P,[- R Co TIONJEST 1 0 1 ..... .. 1131 E' '76th'AVO. A I d s k 0 9 95103' TEST HOLE NW;� Mchorage - DATE B04 2 MI 344 Job N() 1. IIo:of Cidrobm' PERFORMED FOR -!-���—,."- Z.. �.ILEGAL DESCRIPTION— SO k TYPE DEPT"t—DESCRWTIOh1 SLOPE'.:._SITE F.t. AN .Or-a�rc'rc�-rt Siler 57 T 14 P f c 5,D (b - - - - --- - - - - - - A qu P 6".7 .. . ... f y,71 Depth."Of *,*;Ilet Reading Vatw ur Date: -, Tv6t Rit OP �A4 2 —SA 15 w, 73/�7 Co ti ;w Ft. 2j48 -E '-e 41V J COIJI: 1.4 C -It e. 7y co d ei Depth.. Nrcolation P�ie9a to 4D 4r, M FED BY 1% 14, io Dab Depth. win 6".7 .. . ... f y,71 Depth."Of *,*;Ilet Reading Vatw ur Date: -, Tv6t Rit OP �A4 2 —SA 15 w, 73/�7 Co ti ;w Ft. 2j48 -E '-e 41V J COIJI: 1.4 C -It e. 7y co d ei Depth.. Nrcolation P�ie9a to 4D 4r, M FED BY 1% 14, Dab Depth. 6".7 .. . ... f y,71 Depth."Of *,*;Ilet Reading Vatw ur Date: -, Tv6t Rit OP �A4 2 —SA 15 w, 73/�7 Co ti ;w Ft. 2j48 -E '-e 41V J COIJI: 1.4 C -It e. 7y co d ei Depth.. Nrcolation P�ie9a to 4D 4r, M FED BY 1% 14, win NUNN a 6".7 .. . ... f y,71 Depth."Of *,*;Ilet Reading Vatw ur Date: -, Tv6t Rit OP �A4 2 —SA 15 w, 73/�7 Co ti ;w Ft. 2j48 -E '-e 41V J COIJI: 1.4 C -It e. 7y co d ei Depth.. Nrcolation P�ie9a to 4D 4r, M FED BY 1% 14, LOCATION OF WELL (Please Complete either Ia. 10 or It.) WATER WELL RECORD STATE OF ALASKA DEPARTMENT OF NATURAL RESOURES Division of Geological 9 Geophysical Surveys Drilling Permit No. A.D. L. No. lo. Borough Subdivision Lot Block 111. 1/44lrs. Section No. I Township N0 Range E 1 Morldlon S❑ W❑ OISTANCCE AND 61RECTION FROM,R AD INTERSECTIONS S. OWNER OF WELL: Tc G!/LN Address: Street Address and Area of Well Location 2. WELL LOG • - Fool Below Surface Material Type Top Bottom 4. WELL DEPTH: (final) 3. pDATE OFC PLETI" • n �% 6. ❑ Coble tool W Rolory . ❑ Driven Q Dug ❑ Auger ❑JHled ❑ Bored ❑ Other: may— r•� art, i r^ l , 7.1.13E; Domestic ❑ Public Supply ❑ Industry ❑ Irrigation ❑ Rothorge O Commerical ❑ Test Well ❑ Other: <77 El %Z S. CA ING: C]Threaded ff Welded diam.ll ln. to 7e:1. ft. Depth Weight ° Ibi 1. diem, In. to_ ft. Depth 311ekuD 11. 8. FINISH OF WELL:,,. e0/ Type: bi�L—r "'^"'' Diameter .. Slot/M•sh $Is*: Length: Set between ft. and fl. Backfilling Gravel pock 10. STATIC WATER LEVEL! -'3 ) fI. X ❑ Above or Ej Below land surrff9ce Date Equipment used: �-....✓!t�( n OF CIYV' (RONW crIO I1. PUMPING LEVEL below and surface and YIELD tQ-- OIHr Me. pumpingc:2j2-g•p•m. it. otter hrs. pumping g.p.m. 12.GROUTING Well Grouted: ❑ Yeo Otto Material: ❑ Neat Cement ❑ Other: 13.PUMPt (If available) NP Length of Crop Pipe ft. capacity -9-p.m. ❑ Subm. ❑ Jet ❑ Conlrilical O Other 14.REMARKS: 16. WATER WELL CONTRACTOR'S CERTIFICATION: IS. Wafer Temperature __° ❑ F ❑ C This well as drilled der m I,dlc on and his report Is true to the 0 � �1, }D�dge and belief; e9lste id Bus ness No"11V [ I Contract L{Fense Number . Address: I �/D O 'A• 9'i/t..t % / _ v 'Signed: c ,(/� Date' 97—/6—L AwI l;Jd Representative Form 02-WWR (11/81) COPY Distribution: WHITE•Slote OGGS, PINK-Driltor, CANARY-Cuslemsr .. r.�..�..yw YA..i+.!��.K'}:.�,�.a'eAf^.("T'rw'q�,T—•+.K��.�ei�./4r7�.7^'y—�Y!rTys�+�1'+i.'•.!.T=�.'yK� ri�.��T��'�' �i%•: �sy�+'.w. • MUNICIPALITY OF ANCHORAGE I I DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROI ECTION DIVISION OF ENVIRONMENTAL HEALTH i CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY 264-4720 I i Application Date November 25, 1985 i 1. GENERAL INFORMATION j (a) Legal Description (include lot, block, subdivision, section, township, range) Lot 1 DeSpirito Subd. Sec 14 T12N R3W j Location (address or directions) l 99th and Main Tree Dr. (b) Applicant Name RC Const Telephone: Home -- Business 344-8042 Applicant Address c/o .GEOLAB 1131 E. 76th Ave Anchorage, Ak 99518 (c) Applicant is (check one): Lending InstitutiorX3; Owner/builder 0 ; Buyer O ; Other (explain); I (d) Lending Institution First National Telephone Address (e) Real Estate Company and Agent None Address Telephone (f) Mail the HAA to the following address: c/o GEOLAB 1131 E. 76th Ave #101 Anchorage, Alaska 99518 2. TYPE OF RESIDENCE Single -Family ® Multi -Family 0 Other i Number of Bedrooms 3 3. WATER SUPPLY Individual WeIPM Community[] Public O Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 4. SEWAGE DISPOSAL Onsite © Public 0 Community 0 Holding Tank 0 Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. Page 1 of 2 3 72-025 (11:84) ! 5. ENGINEERING FIRM PROVIDING SPECTIONS, TESTS, FILE SEARCH, DA1. %ND INFORMATION 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 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 GEOLAB Telephone 344-8042 Address 1131 E. 76th Ave. #101 Anchorage, Alaska 99518 Date November 25, 1985 o L Cfj'' TH :'*f L'. 004" • 04000 .O •'04 O . ..•••4•••• 0 4.4•••� Engineer's Seal i THOMAS R. SMITH r• S �*00 2248-E o°�4r AV q p�p4�!� DHEP APPROVAL ,Approved for 'Hl-� bedrooms by e"" -04 ' '''iiO� Date Approved DisapXved Cond nal Terms of Conditional Approval CAUTION it— 26 —SS 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 professional engineer's work. Page 2 of 2 72-025 (weal v uil l C. ABSORPTION FIELD DATA ' Soils Rating in Absorption Strata 165 sqft/BR Type of System Design Trench Date Installed. Length of Field 42' Width of Field 31 Depth of Field 10, Gravel Bed Thickness 61 juac l • 1,31