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Home My WebLink AboutFEJES LT 2A REM MUNICIPALITY OF ANCHORAGE n,enr S, On -Site Water & Wastewater Program �o PO Box 196650 4700 Elmore Road i Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 r� hftp://www.muni.org/onsite V. Department On -Site Wastewater Disposal System Permit Permit Number: OSP221448 Effective Date: 9/22/2023 Work Type: Septic Renewal Expiration Date: 9/21/2024 Tax Code Number: 01818124000 Site Legal Address: FEJES LT 2A REM G:3035 Site Mailing Address: 4000 DE ARMOUN RD, Anchorage Owner: GALLO ABRAHAM Lot Size in Sq Ft: 32469 Design Engineer: ANDERSON CONSTRUCTION & ENGINEERING Total Bedrooms: 3 This permit is for the construction of: Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction shall 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 wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Special Provisions: j 1. Submit paperwork to close the 2019 permit with the paperwork for the current permit. 2. The entire subsurface disposal field and/or alternate is not within a 30 foot radius of a percolation test. The Engineer needs to do an additional percolation test prior to the construction of the septic field. Please submit stamped and signed results with the As -built Inspection Report. If the results require a design change, construction of the system will stop pending On -Site review and approval. Issued By: Date: Date: ZZ Z Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section 6 Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 018-181-24 Property owner(s) ABRAHAM GALLO Mailing address PO BOX 111846, ANCH AK Site address 4000 DEARMOUN RD Day phone Legal description (Sub'd., Block & Lot) FEJES LT 2A REM Legal description (Township, Range & Section) Lot Size 32,469 Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field 0 Initial ❑ Single Family (SF) ED (w/wo ADU) Septic Tank El Upgrade 0 (D) El Holding Tank ❑ Renewal ElDuplex Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: 4 a32r ve, Waiver Fees: Date of Payment: l® 12?L2- Date of Payment: Receipt Number: 0��74 Receipt Number: Permit No. OSPA 9 l t/W Waiver No. GADevelopment Services\Bui[ding Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc July 28, 2021 Municipalities of Anchorage Departments of Health and Human Services P.O. Box 196650 Anchorage, Alaska 99519-6650 Fax 249-7847 Re: New septic permit Legal: FEJES LT 2A REM To Whom it may concern: This is a request for a septic permit on the above referenced lot. Originally a tank permit was approved, but upon installation it was discover that the field was full. A single test hole was excavated and found silty gravels (GM) for the entire depth with water at 12 feet after the 7 day monitoring period. The perc rate was 12 minutes per inch. The original 1000 gallon tank will remain and a new STEP tank has been added to lift the effluent away from the water table. The lot slopes to the south at about 3-4 percent. This new system will not impact any of the surrounding neighbors. Sincerely Michael N. Anderson, P.E. 4661 Natrona Anch, Ak 99516 Ph 727-8864 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221448, Deb Wockenfuss, 09/22/23 SEPTIC FIELD SECTION DESIGN CRITERIA: 5.0' EFFECTIVE 3 BDRM X 150 = 450 GPD SOILS = 450/0.8 = 563 GPD 563 GA/5 * 2 = 57 2.0' WIDE 57' LONG (1) TRENCH 7.0' DEEP 1. 0 ' 2.0' -7.0 -2.0 MOUND OVER FILTER FABRIC SEWER ROCK 3,3(: GRADE 1"=200' PROPERTY LINE PROPOSED DRAINAGE FIELD EXISTING HOUSE -DE ARMOUN ROAD- SCALE: DJRDRAWN: DATE: FEJES, LOT 2A REM Anchorage, Alaska ABRAHAM GALLO 8/1/2023 -F E J E S R O A D - -F E J E S R O A D - -E R V I N R O A D - -E L M O R E R O A D - -SHOSHONI AVE- EXISTING WELL 100' RADIUS NOTE: NO WELLS WITHIN 100' OF PROPOSED SEPTIC AREA. +2/(# & INSULATION Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221448, Deb Wockenfuss, 09/22/23 1"=50' PROPOSED 500 GALLON STEP TANK, MAINTAIN 5' FROM PROPERTY LINE MT TH#1 30' WELL EXISTING HOUSE EXISTING WELL 100' RADIUS FEJES S/D LOT 2A REM SCALE: DJRDRAWN: DATE: FEJES, LOT 2A REM Anchorage, Alaska ABRAHAM GALLO 8/1/2023 D R I V E W A Y PROPOSED DRAINAGE FIELD WELL FEJES S/D LOT 2B T12N R3W SEC 33, LOT 1 DE ARMOUN LOT 1 -DE ARMOUN ROAD- -F E J E S R O A D - -E L M O R E R O A D - NOTE: NO WELLS WITHIN 100' OF PROPOSED SEPTIC AREA. MT MT EXISTING SYSTEM TO BE DECOM. SURVEY REQUIRED TO LOCATE CEA EASEMENT 3-5% 3-5% 3-5% 10' UTILITY EASEMENT TH#1 NEW TEST HOLE REQUIRED PRIOR TO EXCAVATION Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221448, Deb Wockenfuss, 09/22/23 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221448, Deb Wockenfuss, 09/22/23 C) m O CD �t :3 CD �_ n Fn' CL cc @ @ 0 (A 0. -0 =7 2 � CD CD ccr(D Q_o � cn o CD CD (a cr ``�^ - o ® V+ C) 0 cQ Q CD CSD :3 (D`s✓CD O - sU 3 0 m CZ I - v � 0 CD 0 o CD -N P a CD a- C In 3 cn CD CD CD oCD CD ETT: -E3 cy-�,-0 0 -- < 3 CD �. CD -�Co 0 0 .� 0 M o =7ZrM :n CD CD U) CD�-� CD '^ CD 0 CD V+ cn VJ 0 S . %CD �. 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CD 3� v :3 CQCD -� CD 05, N CD D® a CA 0 03 C O O z X C/) FD m i O 103.88 (C) N 11 °00'01 "Oil/ rTl N) cD co y GJ 35 35 • MUHM m\UTYOF izz Development Services Department On-Site Water & Wastewater Section - Parcel I.D. 018-181-24 1' HCHORAGE ON-SITE SEPTIC/WELL PERMIT APPLICATION Phone: 907-343-7904 Fax: 907-343-7997 Property owner(s) ABRAHAM GALLO Day phone Mailing address PO BOX 111846, ANCH AK Site address 4000 DEARMOUN RD f Legal description (Sub'd., Block & Lot) JES LT 2A M Legal description (Township, Ra e & Section) Lot Size 32,469 Sq. F Numb r\edrooms 3 APPLICATION IS OR: `FSP CATION IS AN: TYP OF DWELLING: (N all that apply) Absorption Field Initial�Sing e Family (SF) El � ( Septic Tank Upgr /wo ADU) [� Holding Tank ElF o C)D lex (D) ❑ d / `o" //wultiple Dwellings El Privy U �� (SF and/or D) Private Well Water Storage ❑ �� THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: It 59 5 Date of Payment: G 2q ot-0 a 1 Receipt Number: 0 `4L/r7() Permit No. 0 S 2-11 2 3 5 Waiver Fees: Date of Payment: Receipt Number: Waiver No. G:\Development Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite On -Site Water System Permit Permit Number: OSP221090 Work Type: Well Upgrade Tax Code Number: 01818124000 Site Legal Address: FEJES LT 2A REM G:3035 Site Mailing Address: 4000 DE ARMOUN RD, Anchorage Owner: GALLO ABRAHAM Design Engineer: ANCHORAGE WELL & PUMP SERVICE This permit is for the construction of: Effective Date Expiration Date: irr V llel>etrttnettt v Lot Size in Sq Ft: Total Bedrooms: 4/27/2022 4/27/2023 32469 ❑ Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well Q Water Storage All construction shall 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 wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). .4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Received By: Date: Issued By: Date: 3 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 018 181 24 000 1 6 Property owner(s) ABRAHAM GALLO Day phone 907-444-4929 Mailing address PO BOX 111846 Site address 4000 DE ARMOUN ROAD, ANCHORAGE, AK 99516 Legal description (Sub'd., Block & Lot) FEJES, LT 2A REM Legal description (Township, Range & Section) N/A Lot Size 32,469 Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (N all that apply) Absorption Field F Initial FX Single Family (SF) FX Septic Tank F Upgrade F (w/wo ADU) Holding Tank F Renewal F Duplex (D) ❑ Privy F Multiple Dwellings F (SF and/or D) Private Well F Water Storage FX THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipa_LGodes-N (Signatureofproperty agent) Permit/Rush Fees: f D Waiver Fees: Date of Payment: Date of Payment: Receipt Number: 00 a I 9c, Receipt Number: Permit No. C)s as I og D Waiver No. GADevelopment Services\Building SafetyAOn Site Water and WastewaterTorms\Client FormsTermit Application.doc I Technical Information 0 DOWTM HDPE DPDA-3220 NT 7 High Density Polyethylene Resin Overview Dow DPDA-3220 NT 7 High Density Polyethylene Resin is produced via UNIPOLTm Process Technology from Dow and is intended for rotational and injection molding is specifically designed for applications requiring excellent processability and aesthetics combined with low warpage and good mechanical properties. Processing and Stabilization: Dow DPDA-3220 NT 7 High Density Polyethylene Resin is fully heat and UV stabilized resulting in a wide processing latitude, good color retention and long life expectancy. • Rotational molding or injection molding • For Large Agricultural Tanks, Intermediate Bulk Containers, Potable Water, Chemical Tanks and Industrial Products • Excellent impact strength, stress crack resistance and processability Complies with: • U.S. FDA 21 CFR 177.1520 (c)3.1 a • Canadian HPFB No Objection • European Commission Regulation (EU) No 10/2011 Consult the regulations for complete details. Additive • Antiblock: No • Slip: No • Processing Aid: No Physical Nominal Value (English) Nominal Value (SI) Test Method Density 0.942 g/cm3 0.942 g/cm' ASTM D792 Base Density 0.942 g/cm3 0.942 g/cm3 Dow Method Melt Index (190°C/2.16 kg) 2.0 g/10 min 2.0 g/10 min ASTM D1238 Environmental Stress -Cracking Resistance (ESCR) 2 122°F (507C), .100% Igepal, F50 > 743 hr > 743 hr ASTM D1693A 122°F (50°C), 100% Igepal, F50 > 1.000 hr >.1000 hr ASTM D1693B Mechanical Nominal Value (English) Nominal Value (SI) Test Method Tensile Strength 2 (Yield) 3100 psi 21.4 MPa ASTM D638 Tensile Elongation 2 ASTM D638 Yield 12 % 12 % Break 710 % 710 % Flexural Modulus 2 ASTM D790B -- 143000 psi 986 MPa 1 % Secant 107000 psi 738 MPa Impact Nominal Value (English) Nominal Value (SI) Test Method Impact Strength ARM -40°F (40°C), 0.250 in (6.35 mm), Rotational Molded > 200 ftIb > 271 J Thermal Nominal Value (English) Nominal Value (SI) Test Method Deflection Temperature Under Load 2 ASTM D648 66 psi (0.45 MPa), Unannealed 132 °F 55.6 °C 264 psi (1.8 MPa), Unannealed 107 °F 41.7 °C Melting Temperature (DSC) 261 °F 127 °C Dow Method Notes These are typical properties only and are not to be construed as specifications. Users should confirm results by their own tests. 1 Base density is estimated using the assumption that every 1000 ppm of antiblock in the finished product raises the density of the polymer by 0.0006 g/cm3. Base density is the estimated density of the polymer if it did not contain any antiblock. 2 Plaque molded and tested in accordance with ASTM D4976 Form No. 400-00153418en Page: 1 of 2 ® TM Trademark of The Dow Chemical Company ("Dow") or an affiliated company of Dow. Rev: 2014-08-11 to u """r' MUNICIPALITY OF ANCHORAGE / • On-Site Water& Wastewater Program �� S.; r PO Box 196650 4700 Elmore Road Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997 ,� f http://www.muni.org/onsite 1 cpar tmt^ttt 4 NC;NOR `G� On-Site Wastewater Disposal System Permit Permit Number: OSP191444 Effective Date: 10/4/2019 Work Type: SepticTank Upgrade Expiration Date: 10/3/2020 Tax Code Number: 01818124000 Site Legal Address: FEJES LT 2A REM G:3035 Site Mailing Address: 4000 DE ARMOUN RD, Anchorage Owner: GALLO ABRAHAM Lot Size in Sq Ft: 32469 Design Engineer: ANDERSON CONSTRUCTION & ENGINEERING Total Bedrooms: 3 This permit is for the construction of: ❑ Disposal Field 0 Septic Tank 0 Holding Tank 0 Privy 0 Private Well 0 Water Storage All construction shall 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 wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Received By: Date: Issued By: /ry li(> Date: /a/V? EPMJS MUNICIPALITY OF ANCHORAGE (C'r i Development Services Department ' Phone: 907-343-7904 Fax: 907-343-7997 On-Site Water & Wastewater Section ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 018-181-24 Property owner(s) ABRAHAM GALLO Day phone Mailing address PO BOX 111846, ANCHORAGE, AK 99511 Site address 4000 DE ARMOUN ROAD, ANCHORAGE, AK 99516 Legal description (Sub'd., Block & Lot) FEJES LOT 2A REM Legal description (Township, Range & Section) Lot Size 32,469 Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (®all that apply) Single Family (SF) p1 Absorption Field ❑ Initial — (w/wo ADU) Septic Tank H Upgrade 0 Duplex (D) ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings I Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: epa5' Waiver Fees: Date of Payment: io/ Jl 9 Date of Payment: Receipt Number: 'O53D Receipt Number: Permit No. 0.9P/4/cagy Waiver No. G'\Development Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc Michael N. Anderson, P.E. Civil/Structural Engineering and Construction 4661 Natrona Ave. Anchorage, Alaska 99516 Phone 345 -3377 / Fax 345 -1391 Support Services Brent M. Western 907-440-4601 October 1, 2019 On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 RE: SEPTIC TANK UPGRADE PERMIT LEGAL: FEJES LOT 2A REM The owner has requested we proceed forward to obtain a septic permit to upgrade the aged septic tank on the subject lot. The proposed upgrade will serve the existing 3- bedroom house. The lot and area are served by private water. The proposed design will not impact any of the neighboring properties due to the lot layout. Please contact Brent M. Western or me if you have any questions. Sincerely, Michael N. Anderson, P.E. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP191444, Deb Wockenfuss, 10/04/19 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP191444, Deb Wockenfuss, 10/04/19 (8U£'AGU) £l0-ZL �H�J3q f•:�;�t `31 �� J /�2" —"A AO�pUdydV A ♦•NswrrrASM'M•••aM a' Sys �- �1 4� 1-ki U► ►a®TM ti IS, ►,ITT T73 of SNaHW3U 83-IIVISNI ONl.LVH 1� S31IOS C CC n h io S'ltJla31tiW 3dld I a3HlO (S)ease uol1dj05qV ue1 oRdaS aulI canaS u011epuno} 6 plIn :0130Nb1S10 m 'ON llWa3d au!I 101 01 aouelsl0 jallp(] 1 7 �� l�� lda0 �[ /% / sse10 r r au!l 101 lsaaeaN uollepuno} 6uipl!nB IIaM 'Ol 30NVIS10 y m eaje uorldaosge anlloa}}a 1e101 yldap quo aalawelp gla0 glao }o adAl vM -4 D 'ON lINH3d y1da0 141plM yl6ua^l M m ace uoilda ge ehitl}}a lelol sayoul a111 yleaua leijalen apea6 yslul} of a111 }o do1 -{ A yD-j - scull uaamlaq aouelsl0 sayoul y p!m y aa1 scull } yl6ual lelol _S" cull l ea }o yl6ual scull }o oN m z n m /-' 1 Wa3d cull l�j lsaaeaN -74 ( uoil uno3 �� IIaM :0130NH1S10 M 3:1-1 O suolle6 ul Alloedeo pinblj leualeW aainloe}nueW _ zzO0 'ON llWd3d 6u1n Ol 30Nt1Sl0 A p yldap p!nbl-I ylp!M yl6ual aplsul :30VIN3W0H 31 suolle6 iU b10 " slua �edwoo }o 'ON �- / aa� 1°'e aalel/� --� aainloe}nueVy m z -•OI lINH3d 6u111a^^O ae �fogdaosgy �IaM :01 30NVISl0 S�W/OO>E--- 'ON (12/ c* Il<100j �7r/rn N0lldlH0SS330 -1V!:)3-1 0-5,6A., y"�%�/ 7— O SS3aOadJNI-1IVW a(3vaDdr M31N V8U 6 g 3NOH 02r 3Wb'N N011:)W+JWiWMlP,jjSNI 1-13M HO/(INV MISAS ldSOdSI 139VM3S 311S-NO I H1ld3H d0 .'JdOLb-tb9Z auogdalal 60966 e)lseltl 'OrMO auy - 100JIS -I SZ8 3°OVdOH-DNb JO UIIVdlDlNnNoISlAICI 9NIH33NIJN3 lb'1N3WN0HIAN3 N01103108d IVJ-N3WNOHIAN3 19 H.L-1V3H 30 1N3VYIHVd3O ®�I ' 3E)VH0H0N`d 30 Al11Vd101Nf1W �� , HUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L STREET, ANCHORAGE, AK 99501 264-4?20 PERMIT NO: [:,RTE ISSUED: APPLICANT: · CC ADDRE .... : CONTACT PHONE: Ot-~--$ I TE 848358 05¢ JOHN FEJES SAR BOX 287 RNCHYORRGE, RK ~45-12i6 SEWER PEF~:f~ I T 99507 LEGAL DESCRIF': LOT SIZE: LOT LOCATION: MAX BEDROOMS: SUBDIVISION: NA SECTION: ~5 TOWNSHIP: 2.5A (SQ. FT. OR ACRES) DEARMOUN RD LOT: Nl?2 - 2 RANGE: 5W BLOCK: NA LISTED BELOW ARE THE OPTIONS AVAILABLE TO YOU IN DESIGNING YOUR SEPTIC SYSTEM. CHOOSE THE OPTION THAT BEST FITS YOUR SITE. DEPTH TO PIPE BOTTOM (FT.) GRAVEL DEPTH (FT.) TOTAL DEPTH (FT.) GRAVEL WIDTH (FT.) GRAVEL LENGTH <FT.) GRAVEL VOLUME (CU. YDS. ) TANK SIZE (GALS> SOIL RATING (SQ. FT.?BR> TRENCH BE[-" W. DRAIN 4.0 ' 4.8 4.0 8.0 0.5 _~.5 12.0 4.5 7.5 2.5 24.0 5.0 54. 0 47. 0 95?... 0 ** 42. 5 41. 7 68. 8 i, eom. 0 ** l, eec. e ** l, eec. e ** 287 250 287 ** GRAVEL LENGTH > 75 FT. REQUIRES MULTIPLE RUNS (NOT EXCEEDING 75 FT. EACH> ** TANK MUST HAVE RT LEAST TWO COMPARTMENTS I CERTIFY THAT: i. I AM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS AS SET FORTH BY THE MUNICIPALITY OF ANCHORAGE (MOA> AND THE STATE OF ALASKA. 2. I. WILL INSTALL THE SYSTEM IN ACCORDANCE WITH ALL MOA CODES AND REGULATIONS, 8ND IN COMPLIANCE WITH,THE DESIGN CRITERIA OF THIS PERMIT· 5. I WILL ADHERE TO ALL MOA AND STATE OF ALASKA REQUIREMENTS FOR THE SET BACK DISTANCES FROM ANY EXISTING WELL, WASTEWATER 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 ~ BEDROOMS AND ANY ENLARGEMENT WILL REQUIRE AN ADDITIONAL PERMIT. IF A LIFT STATION IS INSTALLED IN AN AREA COVERED BY DiOR BUILDING C:ODES., THEN (l) AN ELECTRICAL PERMIT 8ND INSPECTION MUST BE OBTAINED.; (2) AS-BUILTS ..~.) THE WILL NOT BE APPROVED WITHOUT AN ELECTRICAL INSPECTION REPORTJ AND ~' ELECTRICAL WORK MUST BE DONE 8Y A LICENSED ELECTRICIAN. SIGNED DATE: APPLICANT: ISSUED E:Y ~ ~ DATE: [~'"SOILS LOG MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L, Street,. Anchorage, AJaska 991501 2644720 SOILS LOG-- PERCOLATION TEST PERCOLATION *EREORMEO FOR: ~0 iq ~,} LEGAL DESCRIPTION: PY"~ i;~ O~ O 13 14- 15- 16 17 19 2O DATE PERFORMED: i"~-- I ~- ~ ~ .,i, COMMENTS PERFORMED BY: SLOPE WAS GROUND WATER ENOOU.,ERED? IF YES, AT WHAT DEPTH? SITE PLAN Gross Net Depth to Net Reading Date Time Time Water Drop l~~ i h -- ~ ~1 th 50m & "- I" 3h 30m PERCOLATION RATE ~ O (minutes/inch) 72-008 (6/79) I I hbreby certify 90,00 Lo~ ?-A that a survey of.~,~t__ __ Subdivision was made on DEC ~ 3 and that the improvements situated thereon are within the property lines and do not overlap or encroach on the property lying adjacent thereto, that no improvements on property lying adjacent thereto encroach on the premises in question and that there are no roadways, transmission lines or other visible easements on said property except as indicated hereon. Dated at Anchorage, Alaska, this (~._f'~____ day of 19 ~' '.5- CONSTRUCTING ENGINEERS, INC. SRA Box 60, Anchorage, Alaska 99507