HomeMy WebLinkAboutGRANITE VIEW #1 BLK 10 LT 3Granite View Lot 3 #014-302-40 Municipality of Anchorage On -Site Water and Wastewater Section • (907) 343-7904 Page 1 of 3 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP191480 PID Number: 014-302-24 Dwelling: 0 Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New *Upgrade Name ELLIOTT TUTTLE ABSORPTION FIELD X Deep Trench ❑ Wide Trench ❑ Bed ❑ Mound Site Address 9011 GRANITE PLACE *ANCHORAGE, AK ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 907-252-3347 3 0.8 GPD/SF 12.5 (MAX) Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade SEE DWG Ft. Gravel depth beneath pipe 6.0 Ft. Subdivision Block Lot GRANITE VIEW #1; BLOCK 10, LOT 3 Fill added above original grade SEE DWG Ft. Gravel length 47 Ft. Township Range Section - Gravel width 2.5 Ft. Beds: Number of Lines - Distance between lines - Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 564 Ft z 1 - Ft. Well *80'+ *901+ TANK ❑ Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer GREER TANK Capacity 1500 Gal. Surface Water 100,+ 100,+ Material HDPE Number of compartments 2 Lot Line 51-t- **01+ NA Foundation 10,+ 10,+ LIFT STATION Manufacturer Capacity Remarks OLD TANK HAULED OFF SITE PER CONTRACTOR Gal. *WR#OSV191089 `*0' WAIVER REQUESTED - SEE ATTACHED LETTER Alarm location Electrical installed by PIPE MATERIAL House to tank D3034 drainfield Tank to D3034 Installer WILCO EXCAVATION Drainfield D3034 CO/MTD3034 inspector TIM ECKLUND AND DAVID GARNESS, P.E. BENCH MARK (Assumed elevation) 99.31 ft Inspection15' 10/29/2019 nd 10/29/2019 Location and description dates:2 TOP OF MANHOLE 31d 10/30/16 411 ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp o�o6�p�OO� 0 F Conditional Approval: Date'' 0 ' qS�O � ••••'ADO oo�Q:. ...........; ..... ......... ��� .�. ,................� f reA. Corn s. QOO Septic System Approved w `— Date 9.Ji GE �QQD 0 S�VJ'•. °tea Note: this does include o approval not well permit requirements. #A C884 (Rev 05/02/18) PERMIT NUMBER: PARCEL ID NUMBER: OSP191480 RECORD DRAWING 014-302-24 JL ATB— C MH 46.0 34.8 47.7 ST1 48.4 38.8 51.8 DBL1 49.3 39.6 58.7 DBL2 50.1 41.2 54.3 DV 51.4 43.3 56.7 C01 61.1 49.3 56.3 MT160.6 11/5/2019 50.1 58.7 CO2 55.1 63.7 87.3 MT2 1 53.1 1 61.7 85.4 0 GRANITE VIEW #1; BLOCK 10, L-07-1] WELL RADAII WERE PROFESSIONALLY SURVEYED PRIOR TO CONSTRUCTION \ \ \ GRANITE VIEW #1; BLOCK 10, OT21 I \ \ I GRAZELDA; BLOCK 1, LOT 14 g0 eGREER TANK g0, WELL RADIUS 1rNEW 1500 GALLON NEW DRAINFIELD 12' DIRT PLUG INSTALLED PER CONTRACTOR C ( __,APPROXIMATE LOCATION OF THE EXISTING TRENCH AND SEEPAGE IPIT PER MOA RECORDS I \ T1 a) i E ' B T m e� W FCO T.H. \ i = GRAZELDA; BLOCK 1, LOT 13 o O � � GRANITE VIEW #1' BLOCK 10 LOT 4 & SN2 / I\ ,f" N �� SCALE: 1"=40' / X100' WELL RADIUS / I e � � PIPE LOCATION DRAWN FROM SURVEY TO SCALE (4"); CONTRACTOR DID NOT HAVE LOT LINE FLAGGED DURING CONSTRUCTION. SEE ATTACHED EMAIL REGARDING PIPE LOCATION WITH SURVEYOR; SEE ATTACHED LETTER AND WAIVER AMENDMENT REQUEST; GEG DID NOTE DURING CONSTRUCTION THAT THE CLEANOUT IS AT THE END OF THE TRENCH GARNESS ENGINEERING GROUP, Ltd __-_ ---� ENGINEERING o SALES o CONSULTING L: -- 3701 E. TUDOR ROAD, SUITE 101 'ANCHORAGE, AK 99507 ' PHONE (907) 3378179 -FAX (907)338-3246 - WEBSITE: w gamessengineemg.com PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ELLIOTT TUTTLE 907-252-3347 2 OF 3 LEGAL DESCRIPTION: DRAWN BY: GRANITE PLACE #1; BLOCK 10, LOT 3 D.J.G. TYPE OF WORK: DATE: �,- SEPTIC SYSTEM RECORD DRAWINGS 11/5/2019 497 • 0 ......... ........ .:.......................o %::� .................... A/, Je rey A. Gayness .c No 1•? C �j� ,pF�•••, 1-7957 416,i LICENS?1�\�5���'� •e #AECC884 / 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 Wastewater Disposal System Permit Permit Number: OSP191480 Work Type: Septic Upgrade Tax Code Number: 01430240000 Site Legal Address: GRANITE VIEW #1 BLK 10 LT 3 G:2334 Site Mailing Address: 9011 GRANITE PL, Anchorage Owner: TUTTLE ELLIOTT Design Engineer: GARNESS ENGINEERING GROUP LTD This permit is for the construction of: Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy Effective Date: Expiration Date Lot Size in Sq Ft: Total Bedrooms: �111e11T ,` Department 10/29/2019 10/28/2020 10709 ❑ 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 Received B� Issued By: Date: b 111,9e/ Date: %0 � 9/1l 3 MUNICIPALITY OF ANCHORAG Community Development Department Development Services On -Site Water & Wastewater Program Mayor Dan Sullivan On -Site Sewer/Well Permit Application ,40 For A Single Family Dwelling Parcel I.D. 014-302;3 Property owner(s) ELLIOTT TUTTLE Mailing address 9011 GRANITE PLACE *ANCHORAGE, AK Site address 9011 GRANITE PLACE *ANCHORAGE, AK Legal description (Sub'd, Block & Lot) GRANITE VIEW #1; BLOCK 10, LOT 3 Legal description (Township, Section & Range) Lot Size APPLICATION IS FOR: ( gall that apply) Absorption Field N Septic Tank N Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ Sq. Ft. Number of Bedrooms APPLICATION IS AN: Initial ❑ Upgrade N Renewal ❑ � 1,56789 °Cr69 y C__1 ZO/9 a Phone: 907-34'5_M,0 5.1 Fax: 907- 343-7997 Day phone 907-952-3347 1Z THIS APPLICATION INCLUDES A VARIANCE/ WAIVER REQUEST FOR: TYPE OF DEWELLING: Single Family (SF) (w/wo ADU) Duplex (D) ❑ Multiple Dwellings ❑ (SF and/or D) WELL TO TANK; DRAINFIELD TO DRAINFIELD; DRAINFIELD TO LOT LINE Distance: 80 FEET; 10 FEET; 1 FOOT I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP, Ltd. (Signature of property owner or authorized agent) Permit/Rush Fees: 1502s- Date 502s-Date of Payment: 10117 Receipt Number: 04 9M CA Permit No. oSPlol jN1b Waiver Fees: Date of Payment: 6 L� Receipt Number: Waiver No. 0SV16 v o (Rev. 01 /11) Municipality 8e J--Q-'1'&,;S P.O. Box 196650 0 4700 Elmore Road Anchorage, Alaska 99519-6650 ® (907) 343-7904 0 Fax (907) 343-7997 http://www.muni.org/Onsite Development Services Depaftment On -Site Water and Wastewater Section * * * * VARIANCE/WAIVER REVIEW * * * * Waiver#: OSV191089 COSA#: Permit#:OSP191480 PID#: 014-302-40 Legal Description: Granite View #1 Block 10 Lot 3 Engineer: Garness Engineering Group Applicant: Elliott Tuttle Your request for a waiver of the required 100 feet horizontal separation from the absorption field and septic tank to the private well has been approved. The approved separation distance is 90.0 feet and 80.0 feet, respectively. In addition, your request for a waiver of the required 10 ft separation from the absorption field and the south property line has been approved. The approved separation distance is 0.0 feet. In addition, your request for a waiver of the required separation between the existin:and proposed absorption field has been approved. The approved separation distance is 10.0 feet. See engineer's waiver request for justifications. This waiver approval applies to the proposed absorption field and septic tank only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. Waiver is Granted: X Waiver is not Granted: Date: 10 0! % Approved by: "I &e1111 Name of Reviewer **** VARIAN C E/WAIVER REVIEW **** GARNESS ENGINEERING GROUP, Ltd - = ENGINEERING SALES -- CONSULTING ______ October 28TH, 2019 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Ref: Proposed Septic System Upgrade for Granite View #1; Block 10, Lot 3 To whom it may concern: The existing 3 -bedroom house is served by a private well and septic system. Per GEG inspection, the existing drainfield is in a state of failure and must be upgraded. We are proposing to decommission the existing steel septic tank (34 years old), install a new 1500 - gallon HDPE Greer tank and deep trench type drainfield. Installation of a 1500 -gallon tank will allow for an easier upgrade in the future if an AWWTS is necessary. One testhole was excavated on the property and the drainfield is designed around its 30 -foot radius. Comments regarding the design are summarized as follows: 1. SOILS: See attached 2019 testhole by Garness Engineering Group, Ltd. which shows, soil classification, percolation test and groundwater monitoring. As can be seen on the attached soil log, the soils perked at approximately 1.2 min/inch, however due to the existing soils information in MOA records, it is our opinion that a more conservative 0.8 gpd/FT2 application rating should be used. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: There are no surface water concerns. 4. TOPOGRAPHY: There are no topography concerns 5. WAIVERS: The proposed tank is approximately 80 feet from the existing well. Water samples were pulled on 10/1/2019 and we have yet to receive the results. Once the results are provided to us, we will forward you a copy. We also request that your department issue a variance from the drainfield to existing drainfield down to 10 feet (instead of twice the effective depth). Additionally, we are requesting that your department issue a variance from the proposed drainfield to the drainfield to the south on Lot 4. Per MOA records, the drainfield on Lot 4 is 30'+ from the lot line, however, it appears to be about 10 feet from the property line. We also request your department issue a variance of 90' from the well on property to the proposed drainfield. Justifications for granting these waviers are as follows: • The existing well is uphill from the proposed septic tank. If effluent were to overflow it would not travel towards the well head • The existing house is between the proposed tank and drainfield; effluent would not travel towards the well head. • The proposed tank will be HDPE. This is an improvement on the existing steel septic tank. • Per the water samples in MOA records from the 2014 COSA, the nitrates were non-detectable. • Only one drainfield will be in use at a time. • The existing drainfield appears to enchroach to 80 feet from the existing well. • Nitrate samples that were pulled on 10/1/2019 came back as non-detectable. The results are attached. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-A179. Thank you for your assistance. .E., 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com GARNESS ENGINEERING GROUP, Ltd ENGINEERING o SALES:, CONSULTING == ----- —=– - --� November 511, 2019 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Ref: Waiver Amendment Request for Granite View #1; Block 10, Lot 3 To whom it may concern: Per the design, the contractor was required to have the south lot line flagged prior to construction. Upon GEG arrival, the south lot line was not flagged. The contractor continued installation at his own risk. As can be seen on the attached as -built survey by Elizabeth Walatka, PLS, the drainfield is on property, however, it is closer than 1 foot to the property line (see attached record drawings, survey and email). It should be noted that during construction GEG confirmed that the cleanout shown on the south portion.of the trench is located at the very end of the drainfield. In short, while it is extremely close, the drainfield appears to be on property. We request that your department issue an amendment to the existing waiver WR#OSV191089 from 1' to 0'. During construction GEG employee David Garness, P.E. measured the separation distance from the cleanout for the new drainfield to the cleanout on the southern lot (Granite View #1; Block 10, Lot 4 & 5N). It was greater than 12' which is the required separation distance for drainfield to drainfield (6 feet and 5 feet of effective). We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you h�ve any questions, please contact us at 337-6179. Thank you for your assistance. Jdfrey A. ' 19m s, P.E. M.S. President$ 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com ov 0 O 5G c� 700 W I GBA ITE VIEW#1; / RyLO D/(/ L l 1p WE I / I \, \ AO/ / I E:�DS 1 G4NITE VI W#1; GRAZ ELDA; / I �0 Iy�,L (I U B �jCK 10, 1 OCK 1, LOT 14 W \ \GRANITE VIE \\I_rw, BL�CK 11, LOT 4 GRAZELDA; WELL ADIU ryF� v- 1 BLOCK 1, LOT 13 W C I I \ U I GRANITE VIEW#1; GRAZELDA; LO/ 4 & 5N2 BLOCK 1, LOT 12 w kRANITE /f BLZ�CK 11, L X13 / N, / 10 / G I E VIEW; T BLO K 11, L I —� GRANITE VI W#1; 0' W LOCK 10, LpT 6A E L US ❑ I SC LE: I"= 100' ZP�E.OF� 9 4 GARNESS ENGINEERING GROUP, Ltd(' * ` 9�••� �......:....! ..........�. ...:.....s -- —�— ENGINEERING o SALES o CONSULTING ` — - -� o �/ 0 — —- 3701 E. TUDOR ROAD, SUITE 101 ' ANCHORAGE, AK 99507' PH0�4E (907) 337-6179' FAX (907) 338-3246' WEBSITE: w .gamessengineenngxom .tea ...... .. PREPARED FOR: PHONE NUMBER: PAGE NUMBER: • / •'ar , ss •, �.� �Je rey A�G'arness . o ELLIOT TUTTLE 907-252-3347 1 OF 2 ♦ G'i ♦ ;V CEI -7953 AV PROJECT/LEGAL DESCRIPTION: DRAWN BY: ♦�� ��••.,•••4liI did !(,• Q0� GRANITE VIEW #1; BLOCK 10, LOT 3 D.J.G. ♦ F �•••••� •' •' TYPE OF WORK: DATE: LICENSE �#11PROFE 41%""��� SEPTIC SYSTEM DESIGN UPGRADE 10/18/2019 #AECC884 / DESIGN CRITERIA: NUMBER OF BEDROOMS: 3 GALLONS PER DAY (GPD): 450 PERCOLATION RATE/S: 1 MIN/INCH PROPOSED APPLICATION RATE: '0.8 MINIMUM DRAINFIELD SQ.FT.: 562.5 FT' 'SEE DESIGN NARRATIVE DRAINFIELD DESIGN: MAXIMUM DEPTH: 12.5 FEET WIDTH: 2.5 FEET LENGTH: 47 FEET EFFECTIVE: 6.0 FEET ACTUAL SQ.FT.: 564 FT' 100' WELL GEG, Ltd. HAS AN 8 PAGE SPECIFICATION LETTER PHONE NUMBER: FHAT PERTAINS TO THIS DESIGN. BY PROCEEDING NOTE: THE CONTRACTOR FORWARD WITH THIS INSTALLATION, THE SHALL HAVE THE SOUTH LOT ENGINEER, WELL DRILLER, CONTRACTOR AND LINES, AND ALL WELL RADII PROPERTY OWNER AGREE THAT THEY HAVE READ THESE SPECIFICATIONS AND AGREE TO FLAGGED BY A REGISTERED ACCEPT THE TERMS AND CONDITIONS OUTLINED. LAND SURVEYOR PRIOR TO T w CONSTRUCTION. TYPE OF WORK: \ GRANITE VIEW#1; BLOCK 10, LOT 1 0- o 1 RANITE VIEW#1; BLOCK 10, LOT2 ASEPTIC /�RE,q� GRAZELDA; BLOCK 1, LOT 14 �Jk /111 PROPOSED INSTALL \ ���,�' •••'.�•w�-?.. :.� GARAGE � /o yEXISTING 3 BEDROOM /IL w I HOUSE I `!l< w � .01 � 1 m GEG T. /ASSUMED TRENCH LOCATION PER / MOA RECORDS; EXCAVATION OUT ALL DRAINROCK WITHIN 12 FEET OF PROPOSED TRENCH; FILL WITH NATIVE \ ATERIAL APPROXIMATE LOCATION OF EXISTING TRENCH TO BE CONNECTED FOR FUTURE USE EXISTING TANK TO BE HAULED OFFSITE AND HOLE FILLED WITH NATIVE MATERIAL GRAZELDA; BLOCK 1, LOT 13 APPROXIMATE LOCATION OF i O / SEEPAGE PIT; EXACT o LOCATION AND ORIENTATION l IS UNKNOWN MT I 1000, .0or �� _ wE(� / PROPOSED DRAINFIELD lUS I 10' FROM PHONE NUMBER: 1 1500 ALLON HDPE GREER TANK; B CL NOUTS BEFORE 1 1 JST TA K DOUBLE CLEANOUTS I 2 OF 2 10'+ DRAWN BY: c E (D T w 0 TYPE OF WORK: DATE: 0- o 1 /ASSUMED TRENCH LOCATION PER / MOA RECORDS; EXCAVATION OUT ALL DRAINROCK WITHIN 12 FEET OF PROPOSED TRENCH; FILL WITH NATIVE \ ATERIAL APPROXIMATE LOCATION OF EXISTING TRENCH TO BE CONNECTED FOR FUTURE USE EXISTING TANK TO BE HAULED OFFSITE AND HOLE FILLED WITH NATIVE MATERIAL GRAZELDA; BLOCK 1, LOT 13 APPROXIMATE LOCATION OF i O / SEEPAGE PIT; EXACT o LOCATION AND ORIENTATION l IS UNKNOWN MT I 1000, .0or �� _ wE(� / PROPOSED DRAINFIELD lUS I 10' FROM PHONE NUMBER: SEEPAGE PIT; 18' FROM PIPE GRAZELDA; BLOCK 1, LOT 12 ELLIOT TUTTLE GE�ERAL LOCATION OF 2 OF 2 DRAINDONLOTTOSOUTH DRAWN BY: 30'R MOA RECORD, - I GRANITE VIEVj1#1; BLOCK 10, LOT 4 & 5N2 I ///,11111 GARNESS ENGINEERING GROUP, Ltd ENGINEERING -SALES � CONSULTING L- 3701 E. TUDOR ROAD, SUITE 101 ' ANCHORAGE, AK 99507' PHONE (907) 337-6179 - FAX (907) 338-3246' WEBSITE: W .gamessengineenngxom PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ELLIOT TUTTLE 907-252-3347 2 OF 2 PROJECT/LEGAL DESCRIPTION: DRAWN BY: GRANITE VIEW #1; BLCOK 10, LOT 3 D.J.G. TYPE OF WORK: DATE: DESIGN OF SEPTIC TANK UPGRADE 10/28/2019 z = 40' W`\\ 16. OF I''�• s♦i *' 49 / ♦� .......�. ., �1♦ tir�yl�arJness ,e i = ♦ :.f UU CE -79 _AV `aQN_ s LICENSE PROF\S\�_"• •S #AECC884 / GARNESS ENGINEERING GROUPS Ltd ENGINEERING � SALES CONSULTING 3701 E. TUDOR ROAD, SUITE 101 ' ANCHORAGE, AK 99507' PHONE (907) 3376179 -FAX (907) 338-3246 - WEBSITE: wswi.gamessengineenng.com SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: GRANITE PLACE #1; BLOCK 10, LOT 3 PERFORMED FOR: ELLIOTT TUTTLE DATE: 10/11/2019 DEPTH (feet) TEST HOLE #1 1 GM/ORG AND LOAM 2— 'Zd 3 4- 5- 6- 7- 8- 9 56789 10 11 12 13 14 15 16 17 18 GM DEPTH TO GROUNDWATER 111111111 DRY 10/11/2019 II�III�II i//iI DRY %Imyy%��� NIIII • 6" :SiYY1Z11 � NONEI 2 5:00 +/- yy" • 41`1V/111�11 3 DEPTH TO GROUNDWATER DATE DRY 10/11/2019 DRY 10/14/2019 DRY 10/18/2019 0:00 - I SITE PLAN V� Pc' N SCALE: 1"=100' DATE READING MINUTES:SECON S NET TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 10/14/2019 1 0:00 - 6" - 2 5:00 +/- - 0" 6" 3 0:00 - 6" - 4 5:03 - 0" 6" 5 0:00 - 6" - 6 6:26 - 0" 6" 7 0:00 - 6" - 8 6:37 - 0" 6" 9 0:00 - 6" - 10 7:07 - 0" 6" 11 0:00 - 6" - 12 7:20 - 0" 6" 19 B.O.H. PERCOLATION RATE 1.2 (MIN./INCH) PERC. HOLE DIA. TEST RUN BETWEEN 4.5 FT. AND 5.5 FT. 6 (INCHES) 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES E NO SOILS LOGGED BY: DAVID GARNESS PERCOLATION TEST PERFORMED BY: DAVID GARNESS COMMFNT.'�• PERCOLATION READINGS ARE WITHIN 1/16 OF INCH. PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PEOFOR ED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:p�-7-61T Municipality of Anchorage 8 9 710 s a On -Site Water and Wastewater Program 11 J (907) 343-7904 CL NOV 0 0 Z01, s I T Y Aj Certificate of On -Site Systems Approv z 1�cu /Z 01 6 9 C> Parcel I.D.014-302-40 Expiration Date: 62,0 — 1. GENERAL INFORMATION: Complete legal description Granite View #1; Block 10, Lot 3 Location (site address) 9011 Granite Place *Anchorage, AK Current Property owner(s) Elliott Tuttle Day phone 907-252-3347 Mailing address Real Estate Agent Day phone 2. TYPE OF DWELLING: Z Single Family (w/wo ADU) M Duplex M Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4. TYPE OF WATER SUPPLY: Individual Well Individual Water Storage Community Class Well Public Water System WaiverNariance request for: Received by: 41 TYPE OF WASTEWATER DISPOSAL: 0 Individual N 0 Holding Tank 0 D Community El ❑ Public Sewer F] COSA to be released to the engineer, unless otherwise requested by the engineer. Date: 03 MUNICIPALITY OF ANCHORAGE i— DEL iTMENT OF HEALTH AND HUMAN SERI :S Environmental Health Division / 2 825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Na /,�xAIV/�G 1zrests DISTANCES S�}�/G' TO SEPTIC ABSORPTION /he�/kkf ���/�� ?��7 FROA7 TANK FIELD WELL Inspections Performed by: rLG �'•S.°gSNE�A_ C /_/ W Phone(s) Per it No. No. of Bedrooms WELL G l�S�-moi z �somas � � I uertily that this inspection was performed according to alli ii at; A. 5h�isr A'^�+ ::',s O1 bs RIVER, s'iirAU A 10571 LEG AL DESCRIPTION LOT LINE `d Lot 3 Block /O Su division 14 Pk 0Zet'Ll FOUNDATION � - ' `j Township, Range, Section S r ��Z ,. / 2 i, ) i �/ !N AS -BUILT DIAGRAM (Show location of well, septic system, property lines, foundation, d driveway, water bodies, etc.) TANKS T G SEPTIC ❑ HOLDING s G PV Manu two rreer' Capacity in gallons / Material / No. of Compartments TYPE OF SYSTEM ❑ TRENCH ❑ BED )(W. DRAIN ❑ OTHER Depth to pipe bottom from original grade Total depth from original grade / G+ FT FT I Fill added above original grade Gravel depth beneath pipe 1 TT � l FT • 2 FT /too f Gravel length / FT Gravel widthL / c7^ FT— tdL? Total absorption area r I Distance between lines 9 7 % SQ FT 117- `0 T FT � Number of lines Soil rating SQ FT Pipe material GW3o3 Pr F k Date In alled /J 5 - WELLS PRIVATE ❑ OTHER (Identify) Class icaaon (A,B.C) Total Depth Cased to Glass S 7-1 i�L FT FT Installer I Date Installed: REMARKS: / 2 �1 J Scale: �r/4j Inspections Performed by: rLG �'•S.°gSNE�A_ C /_/ W ? 4.I Date: I uertily that this inspection was performed according to alli ii at; A. 5h�isr A'^�+ ::',s O1 bs RIVER, s'iirAU A 10571 Municipal and State gl0VAWQjn this dale: `� ,p ^n4 rr Health Department Approval: - Date: LG � - r\ �IT; ������� C11 W ��W I -A 13 10Z 02% CE76 H'. DEPARTMENT OF HEALTH ANDENVIRONMENTAL PROTECTION 825 L STREET� ANCHORAGEv AK 99501 264-472O EouUE nMSEx, eK 9'?5//t7 ^ CONTACT PHONE: 694�2979 ��7 - ' ~ 0`.m" '-^~.�w�� + LEGAL DESCRIP: SUBDIVISION: GRANITE VIEWLOT: 3 ^ BLOCK: 10 SECTION: 9 TOWNSHIP: 3W RANGE: 12N ` -OT SIZE: .FT. OR ACRES) ' MX BEDROOMS: ' ^ � .isted below are the options available to you system. Choose the option that besf fits your, 0M }EPTH TO PIPE BOTTOM (FT.) \ 4,�� JFe. AVEL DEPTH (FT.) QD RAI --- V3 X.1 - KEE 01' IE.�: ii"J. FEE: FF:'t"! F"', R.'.'H.: IM :1-9 WIDTH (FT~) PERMIT DATE NO: ISSUED: 850551 08/29/84 � �/) [ANK SIZE (GALS) 301I1- RATING (SQ. FT x� ** TANK MUST HAVE APPLICANT: 13 & S'ENGINEFRING ADDRESS: SRB 1960 - EouUE nMSEx, eK 9'?5//t7 ^ CONTACT PHONE: 694�2979 ��7 - ' ~ 0`.m" '-^~.�w�� + LEGAL DESCRIP: SUBDIVISION: GRANITE VIEWLOT: 3 ^ BLOCK: 10 SECTION: 9 TOWNSHIP: 3W RANGE: 12N ` -OT SIZE: .FT. OR ACRES) ' MX BEDROOMS: ' ^ � .isted below are the options available to you system. Choose the option that besf fits your, 0M }EPTH TO PIPE BOTTOM (FT.) \ 4,�� JFe. AVEL DEPTH (FT.) [OTAL DEPTH (FT") �RAVEL WIDTH (FT~) DRAVEL LENGTH (FT.> 3RAVEL VOLUME (CU^YDS, "> [ANK SIZE (GALS) 301I1- RATING (SQ. FT Iwo r000 ** 34�� in designing site" ITT IECy 4,0 0^5 4"5 15"0 29"0 16"2 1,000"0 ** \ \ 284 your s�lI�q: �3 OR! IN X RAI 3.0 ** 2"O / 5.0 5^0 49.0 22"7 1,000"0 ** `^ 349 ** DEPTH TO PIPE BOTTOM < 3"5 FT. REQUIRES INSULATION ** DEPTH TO PIPE BOTTOM < 4"0 FT" MAY REQUIRE A LIFT STATION **' GRAVEL LENGTH > 75 FT" REQUIRES`MULTIPLE RUNS (NOT EXCEEDING ** TANK MUST HAVE AT LEAST TWO COMPARTMENTS -.... .... -�~~~~-^���~~�� 75 FT. EACH) � certi�y that: 1^ I am familiar, with the requirements [or, on-sitc.? sewers'an� wells as set forth by the Municipality of Anchorage (MOA) and the State o� Alaska. 2. I will install the system in accordance with all MOA codes and regulations, and in compliance with the design criteria of' this permit. 3. I will adhere to all MOA and State of Alaska requirements for the set back distancas {rom any existing well, wastewater disposal system or public sewerage system on this or any adjacent or nearby lot. 4. I that this permit is valid for a maximum o[ 1 and any enlargement will require an additional permit. �F ALIFT STATION IS INSTALLED IN AN AREA COVERED BY MOA BUILDING CODES, 'HEN (1> AN ELECTRICAL PERMIT AND INSPECTION MUST BE OBTAINEDI, (2) AS�BUILTS DLL NOT BE APPROVED WITHOUT AN ELECTRICAL INSPECTION REPORT; AND (3) THE LECTRICAL tuRK MUST BE DONE BY A LICENSED ELECTRICIAN. �IGNED DATE: visa Dole �PPLICANT: S & S �mGI��ERING � �� ^ � cc//cn nx � Nq nerc. �� �� ^~r— �r \odk ,,d6o,L- elo lea Taws. 'M , Two s ` VOSm v v 4c""Tx4« (� I o� L�GoP i� HEALTH AUTHORITY APPROVALS SEWER & WATER MAIN EXTENSIONS SEWER & WATER INSPECTION SYSTEM DESIGN WELL INSPECTION & FLOW TEST SITE PLANS ROAD DESIGN SOIL TEST PERCOLATION TEST STRUCTURAL& MECHANICAL INSPECTIONS ON SITE WASTE WATER DISPOSAL SYSTEM DESIGN rte\ October 51 1985 ROBERTA. SHAFER CIVIL ENGINEER MUNICIPALITY OF ANCHORAGE 694-2979 DEPT. OF HEALTH & ENVIRONMENTAL PROTECTION( OCT 7 1985 RECEIVED Municipality of Anchorage Department of Health and Environmental Protection 825 L Street Anchorage, Alaska 99501 ATTENTION: Susan Oswalt REFERENCE: Lot 3; Block 10; Granite View Subdivision Dear Susan, We performed an adequacy test on the system located on the referenced property in August of this year. At that time the system completely led he_adequacy test and the septic tank was exposed and ound to be deteriorates:` This was documented in our letter to yo -ed—Au , 1985. In this letter we had indicated that there was no suitable area on this property that would permit a complete upgrade and therefore we requested that you issue a permit for a holding tank (850551). After the permit was issued, investigation found that a drain valve had malfunctioned allowing a water softener to continue to discharge water at the rate of 2 gallons per minute into the septic system. This continuous flow was found to be the cause of the drainfield saturation. The valve was replaced and the system allowed to rest for approximately six weeks. An adequacy test was again performed and it was found that the system can be considered adequate for approximately two bedrooms. We have determined that there is adequate room to upgrade the system for one bedroom as shown on the attached sketch, therefore, request you cancel the holding tank permit 850551 and issue a permit to replace the existing septic tank and upgrade the absorption area for one additional bedroom in accordance with the attached application. ss A. SHAFER .E. SRB 196X EAGLE RIVER, ALASKA 99577 CJ HEALTH AUTHORITY APPROVALS August 29, 1985 ROBERTA. SHAFER CIVIL ENGINEER 694-2979 Municipality of Anchorage Department of Health and Environmental Protection 825 L Street SEWER&WATER Anchorage, Alaska 99501 MAIN EXTENSIONS ATTENTION: Susan Oswalt REFERENCE: Lot 3; Block 10; Granite View Subdivision SEWER &WATER INSPECTION An adequacy test was performed on the existing on-site waste water disposal system. The results of this adequacy test were unsatisfactory. SYSTEM DESIGN In accordance with Municipality of Anchorage records - the existing system was installed in 1971. Due to the age of the system, the septic tank was exposed to verify its integrity. The tank was found to be full of holes and will require replacing. A WELL INSPECTION soil test hole was to be excavated in the only area &FLOW TEST left on the property suitable for upgrading the absorption area. During test hole excavation an old abandoned absorption area was encountered. SITE PLANS There is no suitable area on this property that will permit upgrading of the on-site waste water disposal system, therefore it is requested that you issue a permit for a holding tank that can be ROAD DESIGN used until public sewer is available. The nearest public sewer is now in construction on the corner of South Circle and Little Creek Drive SOIL TEST approximately 600 feet away. Therefore it is possible that public sewer will be available for this property in the near future. PERCOLATION Sincerely, TEST ROBERT A. STRUCTURAL 8, RAS/ss _ MECHANICAL INSPECTIONS ON SITE WASTE WATER DISPOSAL SYSTEM DESIGN SRB 196X EAGLE RIVER, ALASKA 99577 Is Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST tl> AQ,�e x peri I�. :h�•/'JS' 4 �i No. t A5✓ t .s a y ^g4y,a44r PERFORMED FOR: U—>�1ji��Ilnly �.1`' f DATE PERFORMED: -; LEGAL DESCRIPTION: �� hilt Gw�ssr-+1 Vj"ownship, Range, Section: P H r�1'GGzh�-��C _ SLOPE 1 2 E 3 f 4 5 6 7 8 9- 10- 11 10 11 12 ,U 13 14- 15- 16- 17- 18- 19- 20 4151617181920 COMMENTS �?i'-i�'1 ��c-✓L, !tea t�1t� WAS GROUND WATER ENCOUNTERED? S IF YES, AT WHAT L DEPTH? p E Depth to Water After TjT�M pr Monitoring) Date: Reading Date Gross Time Net Depth to Net Time Water Drop 2jpttoP '.l//tom KO 41 '^ PERCOLATION RATE 40 (minutes/inch) PERC HOLE DIAMETER A u TEST RUN BETWEEN 4 FT AND 5 FT 14 a 64 ENIWEE�C�t; PERFORMED BY: - CERTIFY THAT THIS TEST WAS PERFORMED IN i ,Cil. RIVER ao. Y ACCORDANCE WITH AM Uli'fCIPAL GUIDELINES EFFECT ON THIS DATE. DATE: /0 m PERMIT NO: DATE ISSUED: APPLICANT: ADDRESS: CONTACT PHONE: LEGAL DESCRIP: LOT SIZE: IF UNH ����11-D FE.E. DEPARTMENT OF HEALTH AND ENVIRONMENTALPROTECTION 825 L STREET, ANCHORAGE' AK 99501 264~4720 C P"11R.T. K� W FE IF�" EH-. IF, -R". Irl 1_� 850551 HOLDING TANK 08/29/84 U E , AK (99577 \ ' 6c)* y . tS SUBDI ION: GRANITE VIEW LOT: BLOCK: 10 SI"J"TIO Ill 9 TOWNSHIP: 3W RANGE: 12N 10650 \(SQ,FT^ OR ACRES) ' ` I certify that: 1" I am ��m�liaC or on�site seweps and wells as set �orth by the Mu e (MOA/ and the State of Alaska. 2" I will install ce with all MOA codes and regulations, and in complian esign criteria of this permit.. 3. I will adhere t State of' Alaska requirements 1*or the set back distances Irom all' -xisti well v 1 a s tewater disposal system or public sewerage system on this or \a ent or nearby lot' IF A LIFT STATION IS INSTALLCOVERED. BY MOA BUILDING CODES, THEN (1) Al, ELECTRICAL PERMITIONMUST BE OBTAINED; (2) AS�BUILTS WILL NOT BE APPROVED WITHOUT AN-�<)N L INGPECTION REPORT; AND (3) THE' ELECTRlCAL WORK ML/ST BE DONE BY ASED ELECTRICIAN" -e- APPLICANT: S & S �NGIN�ERING , ISSUED BY ������... ������������� , DATE: D - TE: � � C ri PO V _ . 6-650 In4. nici aRit � ANCHORAGE, ALASKA 99502-0650 (907) 264-4111 4 TONY KNO NJL KS. MAYOR DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION Permit #: 840912 January 31, 1985 TO: Permit Applicant SUBJECT: Lot 3 Block 10 Granite View Subdivision A permit issued by this Department for an individual well and/or on-site sewer system has expired as of December 31, 1984. Permits are issued on a calendar year basis by authority of Municipal Ordinance. A new permit must be obtained from this Department for any well and/or on-site sewer system not installed by the expiration date. If you have drilled the well, a well log needs to be sent to this Department for documentation of the installation and to close the permit. If a private engineer inspected the installation of the on-site sewer system, the original as -built inspection report and the yellow copy must be sent to this office for review and approval, and for documentation. If there are any further questions, please call this office at 264-4720. Sincerely, Keith E. Bandt SupPe visor Environmental Engineering Program KEB/ljw enc: Copy of Permit SWP/057 � ~ , ^ ����������� , DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L STREET, ANCHORAGEr AK 99501 26 4720 ` M :F3���� PERMIT NO: E340912 UPGRADE DATE ISSUED: 10/2"S/84 APPLICANT: DAMS CONSTRUCTION /oO6 ADDRESS: 2830 EAST WITH ~��/ ���,*^ ANCHORAGE, AK 99507 '- CONTACT PHONE: 349~^2386 LEGAL DESCRIP: SUBDIVISION: GRANITE VIEW LOT: 3 BLOCK: 10 SECTION: 9 TOWNSHIP:12N RANGE: 3W LOT SIZE: 20000 (SQ'FT. OR ACRES) 'LOT LOCATION: GRANITE ROAD OFF ABBOTT ROAD I certi�y that: 1. 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 acwrdance with all MOA codes and regulations; and in cpmpliance with the design criteria of this permit. 3. I will adhere to all MOA and State o� Alaska requirements for the set back distances from any existing well, wastewater disposal system or public sewerage system on this or any adjacemt or, nearby lot. IF A LIFT STATION IS INSTALLED IN AN AREA COVERED BY MOA BUILDING CODES; THEN (1) AN ELECTRICALPERMIT AND INSPECTION MUST BE OBTAINED; (2) AS-BUILTS WILL NOT BE APPROVED WITHOUT AN ELECTRICAL INSPECTION REPORT; AND (3) THE ELECTRICAL WORK MUST BE DICEN ECTRICIAN. SIGNED DATE: _ ~.... ..... ..... ~..... ... .... ..... ..... ..... ..... _____- APPLICANT: DANMAR CONSTRUCTION ` ISSUED BY DATE: ` __��. ~-. ...... .... ... ... �^~~-_�~~~_� `T�`r��. 7P`° 7w 7z` jowzrZy`n ' ^ / ��ELAM*r7-f c�� '� ��/C_ »j / ��"�oe- �0' ' �^c DEPTH: TOP OF TILE TO FINISH GRADE DEPTH OF FILTER MATERIAL BENEATH TILE IN. ABOVE TILE c, c�-v�: a �i i C WELL: ,t trct%G�`� DISTANCE FROM / f WATER TYPE '''�>`-X71>/y DEPTH-, BUILDING FOUNDATION. / SAMPLE , NEAREST / NEAREST SEPTIC J 7 SEEPAGE I �` 4� OTHER LOT LINE SEWER LINE-,TANK!___23' J SYSTEM / CESSPOOL , SOURCES_ DIAGRAM OF SYSTEM DISTANCES: DATE / i �'/ f% ` / APPROVED EALTH AUTHORITY Go"VER ANCHORAGE AREA BORO 7H HEALTH DEPARTMENT N? 541 _ 327 EAGLE ST. ANCHORAGE, ALASKA 99501 279-2511 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM MAILING NAME ADDRESS PHONE— �4)'X/ ��''/ M' i2 !� I f1 LEGAL DESCRIPTION ✓ //C SEPTIC TANK: DISTANCE FROM WELL_ lNUMBER OF -73 '�e�1 MATERIAL -COMPARTMENTS— �G���LJ ifs "' '9 �G:ln it c� <1 " LIQUID LIQUID CAPACITY GALLONS. INSIDE LENGTH NSIDE WIDTH DEPTH SEEPAGE SYSTEM: SEEPAGE PIT: NUMBER OF PITS OUTSIDE DIAMETER OR WIDTH LENGTH , DEPTH / LINING MATERIAL "U �� . DISTANCE FROM WELL / �' BUILDING FOUNDATION `�' 7 �l NEAREST LOT LINE TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) SQ. FT. TILE DRAIN FIELD: _ TOTAL LENGTH ISTANCE FROM WELL ,.FOUNDATION NEAREST LOT LINE OF LINES UABER OF LINES___ a DISTANCE'BETWEEN LINES TRENCH WIDTH--------__ ---- IN. TOTAL EFFECTIVE ABSORPTION AREA SQ. FT. LENGTH OF EACH LINE DEPTH: TOP OF TILE TO FINISH GRADE DEPTH OF FILTER MATERIAL BENEATH TILE IN. ABOVE TILE c, c�-v�: a �i i C WELL: ,t trct%G�`� DISTANCE FROM / f WATER TYPE '''�>`-X71>/y DEPTH-, BUILDING FOUNDATION. / SAMPLE , NEAREST / NEAREST SEPTIC J 7 SEEPAGE I �` 4� OTHER LOT LINE SEWER LINE-,TANK!___23' J SYSTEM / CESSPOOL , SOURCES_ DIAGRAM OF SYSTEM DISTANCES: DATE / i �'/ f% ` / APPROVED EALTH AUTHORITY GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY PERMIT NO./ 3500 TUDOR ROAD POUCH 6.650 ANCHORAGE, ALASKA 99502 TELEPHONE 279-8686 SEWAGE DISPOSAL SYSTEM - APPLICATION AND PERMIT T ai' -A, , . NAME OF APPLICANT ///%%%�f/f, ' 114,c MAILING ADDRESS PHONE Pi "�'T"rt6 - le`• of /�j� 4 INSTALLATION LOCATION f pp/fir)) S -� V �� ✓// ` LEGAL DESCRIPTION INSTALLATION OF: SEPTIC TANK SEEPAGE PIT s�� ly DRAIN FIELD OTHER TYPE AND SIZE OF FACILITY TO BE SERVED FINANCED THROUGH / TO BE INSTALLED o'�trc� BY SOIL TEST RESULTS NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST COMPLETION DATE ANTICIPATED FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE HEALTH DEPARTMENT AUTHORITY WILL BE SUBJECT TO PROSECUTION. SEPTIC TANK SIZE TYPE � � SEEPAGE AREA SIZE J�� "t TYPE MINIMUM DISTANCES, REQUIREMENTS FOUNDATION TO SEPTIC TANK '54 FOUNDATION TO SEEPAGE PIT S DRAIN FIELD SEPTIC TANK TO SEEPAGE PIT WALL SEPTIC TANK SEEPAGE PIT' DRAIN FIELD TO NEAREST LOTLINE. � ) WELL TO SEPTIC TANK d SEEPAGE PIT / zoc DRAIN FIELD ALSO CONSIDER Aft A WELLS. WATER MAIN TO SEPTIC TANK SEEPAGE PIT , DRAIN FIELD d / 6 SEPTIC TANK, �� SEEPAGE PIT DRAIN FIELD , TO RIVER, LAKE, STREAM. CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER_ CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. HEALTH AUTHORITY OR LICENSED DESIGNER 1 CERTIFY THAT 1 AM FAMILIAR WITH THE REQUIREMENTS OF DESCR E SYSTEM IS IN ACCORDANCE WITH SAID CODE. DAT 71 APPLICANT'S SIGNATURE M6 ` DIAGRAM OF SYSTEM AREA BOROUGH OWINANCE NO. 28.68 AND THAT THE ABOVE GREAT'R ANC OR C HEALTH DEPARTIMENT CASE,' V 327 EAGLE ST'RE-F'r -.- .. ANCHORAG=E, AI KA 99501 Performed For /I r ��l /�� r��t s /,��� e Date Perms=armed Lepa?. Dasrx bptao;� Loz i� <� - / ! S1Li ;`>>:�n This Form Reports a: Sc"�ilsaLre - �Percolatzon Test Depth- mAc eet-- Sci 2 Char:: cte? isti.cs cr _ o - a_ f Was Ground '/later Encountered .Y,A Yes, At i• hat Depth - Location slcetr'r, Pr000ied Inst-ai.tafaons 41�Seepage ri.t -- — Dept_k Of ;.r.- / — /•—� _ _ __ Dram ^field let 3 ' _ // Depf h 'To hnt om -^�• ,•0 4MENTS: t f pit 0: <r'ench_// ' Test Performed By: Data Certified y Dat..C. t S 6,c /7/z (J Was Ground '/later Encountered .Y,A Yes, At i• hat Depth - Location slcetr'r, Pr000ied Inst-ai.tafaons 41�Seepage ri.t -- — Dept_k Of ;.r.- / — /•—� _ _ __ Dram ^field let 3 ' _ // Depf h 'To hnt om -^�• ,•0 4MENTS: t f pit 0: <r'ench_// ' Test Performed By: Data Certified y Dat..C. t MUNICIPALITY OF ANCHORAGE Development Services Department Phone: (907)343-7904 On -Site Water & Wastewater Section Fax: (907)343-7997 Parcel ID 014 -302-40 Certificate of On -Site Systems Approval OSC251114 Expiration Date: 9/12/2025 Segal description GRANITE VIEW #1 BLK 10 LT 3 Site address 9011 GRANITE PL Current property owner(s) ADAMS HEATHER E X The On-site system(s) is/are approved for 3 bedrooms Conditional approval for bedrooms, with the following stipulations: Comments or conditions: A Original Certificate Date: 4/10/2025 This ertificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject rei tem(s) is/are in substantial compliance with municipal code. The Municipality of Anchorage, elopment Service Department (DSD) issues COSAs based upon representations provided by an independent professional engineer. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's submittal. ATTACHMENTS: COSA Checklist X Well Flow Advisory Absorption Field Advisory Nitrate Advisory Tank Age Advisory Arsenic Advisory X Other 1. GENERAL INFORMATION Parcell.D. 0114-302LI(-) Complete legal description Granite View #1 Block 10 Lot 3 Location (site address) 9011 Granite Place Current property owner(s) Heather Adams 2. ON-SITE SYSTEMS SIZED FOR 3 BEDROOMS Day phone 512-375-8520 3. TYPE OF WATER SUPPLY: FO -1 Private Well E] Private Well serving 2 dwelling units R Private Well serving 3+ dwelling units R Community Well or Public R Water Storage 4. TYPE OF WASTEWATER DISPOSAL: nE Private Septic F] Private Septic serving 2 dwelling units Fj Holding Tank ❑ Community Septic or Public Sewer 5. SEPTIC TANK: n Steel nN Plastic n Concrete n Fiberglass Age 25 - See advisory if steel older than 20 years 6. ABSORPTION FIELD: E] AWWTS 0 Bed nN Deep Trench n Wide Trench n Seepage Pit Waiver request for: Expedited review requested: E] Distance: By applying for this entitlement, this property is subject to inspection by municipal On-site staff to verify the accuracy of the information provided. COSA Fee Waiver Fee $ Date of Payment Z ( Z Date of Payment COSA# Waiver # COSA Application—June 2022 Granite View #1 Block 10 Lot 3 014-302-40 37.2 9/12/24 4' 9/12/24 2019 N/A N/A N/A 3/20/25 709 1,440 72 90/80 10.0 0.0 (907) 522-7773 Benjamin Schiller, P.E. Arsenic Advisory Certificate of On -Site Systems Approval # OSC251114 Subdivision: Granite View #1, Block: 10, Lot: 3 A water sample revealed an arsenic concentration of 37.2 micrograms per liter (ug/Q. The Environmental Protection Agency (EPA) has established a maximum contaminant level (MCL) of 10.0 ug/L for public drinking water systems. While private wells are not subject to this regulation, EPA standards are based on existing health information and can therefore be used to gauge the relative quality of water from private wells. information on arsenic is available from the On -Site Water and Wastewater Program website (www.muni.org/onsite) or at 343-7904. This advisory must be attached to all copies of the subject Certificate of On -Site Systems Approval. Mailing Address: P; O. Box 196650 *Anchorage, Alaska 99519-6650 * www.muni.org _ PERMIT NUMBER: PARCEL ID NUMBER: OSP161301 RECORD DRAWING 015-052-28 TOP OF MH = 99.31 FINAL GRADE = 98.1-98.15 MH ST2 TOP OF TANK AT INTLET = 92.37 TOP OF TANK AT OUTLET = 92.33 NEW 1500 GALLON INVERT OF BUNG AT INLET = 91.75 H. D. P. E. GREER INVERT OF BUNG AT OUTLET = 91.52 SEPTIC TANK RATED FOR 10' BURIAL TH MT CO FINAL GRADE = 97.61-98.07 ORIGINAL GRADE AT HIGHEST POINT= 97.63 FILTER FABRIC 0 0 'o INVERT OF PIPE = 91.13 'o 6 FEET 'o 'o 'o BOTTOM OF TRENCH = 85.13 'o 'o o' o' RELATIVE ELEVATION AT BOTTOM OF T.H. = 79.13 (T.H. DRY ON 10/29/2019) ILIMLIkIkil s.,`P .................. °°s 14 c Ar # GARNESS ENGINEERING GROUP, Ltd .........9� ®; - - C .... ................ s ENGINEERING, SALES 4 CONSULTING - 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507 PHONE (907) 337-6179 • FAX (907) 338-3246 WEBSITE: www.gamessengineedng.com •e�• �� /`•�•••***• •• � PREPARED FOR: PHONE NUMBER: PAGE NUMBER: �..,••�efff�Y�A. Gar ess = ELLIOTT TUTTLE 907-252-3347 3 OF 3 ��j +`. UUUCE, 53 AV ELLIOTT PROJECT/LEGAL DESCRIPTION: DRAWN BY: °°� I / �� 41,..• ��� GRANITE VIEW #1; BLOCK 10, LOT 3 D.J.G. °� PROFESS\�Ps��• TYPE OF WORK: PATE: LICENSE 11 1 \0�����• SEPTIC SYSTEM PROFILE RECORD DRAWING 11/1/2019 #AECC884 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, based on procedures outlined in the Certificate of On -Site Systems 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: Garness Engineering Group, Ltd (GEG) Phone: 907-337-6179 Address: 3701 East Tudor Road, Suite 101- Anchorage, Alaska 99507 Engineer's Printed Name: Jeffrey A. Garness Date: In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system in accordance with the guidelines and regulations established by the Municipality of Anchorage and industry practices. The reported results describe the condition of the system/s on the date/s of the evaluation. Separation distances were measured to readily identifiable features. Hidden defects or encroachments may exist that were not identified during the evaluation. The operational life of all wells and septic systems depend upon a variety of variables, including but not limited to, soil conditions, groundwater levels (that may fluctuate during the year), quality of construction (materials and workmanship), and the water usage of the family utilizing the system/s. These conditions can vary, and are outside the control of GEG. Satisfactory test results do not guarantee future performance of the system/s; therefore, GEG makes no warranty (express or implied) regarding the future performance of the well or septic system. GEG makes no representation whether an alternative well or septic system can be installed on the property in the event either of the current systems fail to perform adequately in the future. The content of this report is for the sole benefit of the person/party that retained GEG to perform the evaluation. Reliance upon the information provided in this report by any other person or party (including subsequent property purchasers) is not authorized, nor will it confer any legal right whatsoever. #AECC884 6. DSS SIGNATURE �lllltttU((((�� System #1 Approved for 3 bedrooms ����s;\�y OF � (,�� System #2 Approved for bedrooms `NVQ �'���% Disapproved j O�-SITE WATER mo r Conditional approval for bedrooms, with the follt'v g ITER PROOOM A >1I',' �avr S�EVIN Original Certificate Date: //__S___/0/ The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist _- Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other Legal Description: GRANITE VIEW #1; BLOCK 10, LOT 3 If more than 1 septic system on lot: COSA Checklist # of NO WELL LOG PER MOA RECORDS A. WELL DATA ❑ Well log is filed with Onsite (or ched) Date drilled Total dept ft d to ft ❑ Sanitary seal is functioning correctly ❑ Wires are properly protected Casing height (above ground) 12+ in. Date of flow test for COSA 9/30/19 Static water level at beginning of test 78.2 ft. Comments B. TANK DATA Age of tank(S) NEW years Tank type/material HDPE Measured operating fluid level in septic tank N/A ❑ Standpipes/foundation cleanout per record drawing Date of pumping N/A Parcel ID: 014-302-40 Structure served by this system Well production at time of test 2.9+ gpm Water storage tank volume N/A gallons Well disinfected for coliform test? ❑ Yes ❑ Nc FOR Coliform bacteria is Negative Nitrate mg/L ❑ Nitrate less than MRL (ND) Arsenic 17.5 ug/L ❑ Arsenic less than MRL (ND) Collected by GEG Date of Sample 9/30/19 C. LIFT STATION ❑ Required maintenance com Age of lift station ars Lift station mat Com *NEW TANK AND DRAINFIELD; SEE ATTACHED RECORD DRAWINGS D. ABSORPTION -FIELD DATA Which system tested (date installed) N/A ❑ ALL -standpipes present per record drawing Total measured depth from grade *12.4+ft (max) Measured depth to pipe invert from grade *6.48 ft (min) ❑ N/A — pressurized held ❑ Monitor tubes go to bottom of effective. If not, state depth into effective Adequacy test date N/A Results Q Pass For 3 bedrooms Fluid depth prior to test NEW in Water added * gal New depth * in Elapsed time * min ❑ Code -required soil cover over field Final fluid depth * in ❑ System presoaked Absorption rate 450+ gpd (Required if vacant for greater than 30 days prior to Any rejuvenation treatment (past 12 months) NIA date of test) If yes, enter date Gallons introduced gallons Comments/Deficiencies: DATA IS FOR NEW DRAINFIELD ONLY COSA Checklist yellow sheet E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well) Septic Tank/Lift Station on Lot > 100' ❑✓ Yes *$0+ Community Sewer Manhole/Cleanout > 100' [7Yes if No ft ❑✓ Yes if No ft Neighboring Tank > 100' 0 Yes if No ft Private Sewer/Septic Line > 25' ❑✓ Yes if No ft Absorption Field on Lot > 100' ❑ Yes if No *90+ ft Holding Tank > 100' 0 Yes if No ft Neighboring Absorption Fields > 100' Surface Water > 100'✓❑ Yes Animal Containment > 50' 0 Yes if No ft ✓❑ Yes if No ft *WR#OSV191089 **SEE ATTACHED WAIVER AMENDMENT Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' ❑✓ Yes if No ft ❑✓ Yes if No ft From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' ❑✓ Yes if No ft Surface Water > 100' Yes if No ft Property Line > 5' ❑✓ Yes if No ft Wells on Adjacent Lots: Absorption Field > 5' ❑✓ Yes if No ft Private Wells > 100' ❑✓ Yes if No _ Water Main > 10'✓❑ Yes if No ft Community Wells > 200' ❑✓ Yes if No _ Water Service Line > 10' ❑✓ Yes if No ft If septic tank is under driveway comment below From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10' ❑✓ Yes if No ft If absorption field is under driveway comment below Property Line > 10' ❑ Yes if No **0+ ft Wells on Adjacent Lots: Water Main > 10'✓❑ Yes if No ft Private Wells > 100' U✓ Yes if No Water Service Line > 10' ❑✓ Yes if No ft Community Wells > 200' ❑✓ Yes if No Surface Water > 100'✓❑ Yes if No ft F. ENGINEER'S COMMENTS *WR#OSV191089 **SEE ATTACHED WAIVER AMENDMENT G. ENGINEER'S CERTIFICATION I certify that 1 have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. COSA Checklist yellow sheet #AECC884 ft ft M I 0 1� DEVELOPMENT SERVICES DEPARTMENT On -Site water and wastewater Section t www.muni.org/onsite Arsenic Advisory Certificate of On -Site Systems Approval # OSC191527 Subdivision: Granite View #1, Block 10, Lot 3 A water sample revealed an arsenic concentration of 17.5 micrograms per liter (ug/L). The Environmental Protection Agency (EPA) has established a maximum contaminant level (MCL) of 10.0 ug/L for public drinking water systems. While private wells are not subject to this regulation, EPA standards are based on existing health information and can therefore be used to gauge the relative quality of water from private wells. information on arsenic is available from the On -Site Water and Wastewater Program website (www.muni.org/onsite) or at 343-7904. This advisory must be attached to all copies of the subject Certificate of On -Site Systems Approval. � M 1 ila g Acid ess o 96 ' Artc r�r ' At�Tk� ur►i org � � .pgnS eplezei!D _ E 10-1o � tm ,- � c co o m�SQ o g o (D cocu r vroi c.a C m. CD roOZ 9mc'�y�v z m N cu C7 m , aate' > Q 7 Q . Qsn'm cD °o co ro Wpo am rn . O �_'co O Q m"� a m� U -w o m 8v n > p > U GL V m .� LOui� -(�/� � ro � v. o e • f yg � 00 G $0 o s � C) CD - -. i�. ..� Vf� • •�O a�/ { C� my ij C �dAM . o 00 c 9'0 mo °- cs> to c� LL 0"f�Z ~ 0`Z Go 0"ZSry �. ' tLL o l/ • 4 t�, f ✓Y'T i� 1 ��r F�Mdt Ci Q� ;., �.{w N r 't r a: 0 Www.. ❑Ir -_of UJ 0 6C•YL VoOOlOonn N NOHoz 11 tit z _ LLO,U ozI-� UwU)ao •-� w'o � w id 1l V r u�:cz J�L�� Tu4. LG • Municipality of Anchorage On -Site Water and Wastewater Program (907)343-7904 Certificate of On -Site Systems Approval Parcel I.D. 014-302-40 Expiration Date: 1 3 1. GENERAL INFORMATION Complete legal description Granite View #1, Block 10, Lot 3 Location (site address) 9011 Granite Place Anchorage, AK 99507 Current Property owner(s) Mark Haines -Simeon Day phone Mailing address 9011 Granite Place Anchorage, AK 99507 Real Estate Agent Day phone 2. TYPE OF DWELLING: Fx1 Single Family (wlwo ADU) ❑ Duplex il i (I�4T. ,'r i ❑ Multiple Dwellings (Single Family and/or Duplex -' vFF ? u;f;. 3. NUMBER OF BEDROOMS: Three 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well Individual Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ PubiiC W8ic^r �`y'S icm ❑ I U11iC .ce'1 C 1 ❑ WaiverNariance request for: Received by: ' ='i h � ` y Date i COSA to be released to the engineer, unless otherwise requested by the engineer COSA Fee $152-�, �/ `( _ p Date of Payment 61I iiL! 7 Receipt Number COSA# 0JcAq Waiver Fee $ Date of Payment Receipt Number Waiver # 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, based on procedures outlined in the Certificate of On -Site Systems 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 Anderson Engineering n��rPss P.O. Box 240773 Anchorage, AK 99524 Engineers Printed Name Michael E. Anderson, P.E. Phone 522-7773 8/14 6. DSD SIGNATURE %. " „`. tee: !.. .'?. System #1 Approved for bedrooms i r�iecyaei6;. ANDERSON System #2 Approved for bedrooms CE -4381 s Disapproved+OFE F�����'� Conditional approval for bedrooms, with the following stipulations: By: Original Certificate Date: -3�-/ Th ni ' aff(f 0f orage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet( - Li c If more than 1 septic system is on the lot: COSA Checklist # of _ Structure served by this system Certificate of On -Site Systems Approval Checklist Legal Description: Granite View #1, Block 10, Lot 3 A. WELL DATA Well type Private If A, B, or C provide PWSID # _ Date completed Unknown Sanitary seal (YIN) Y Total depth 210+ ft. Cased to 40+ ft. FROM WELL LOG Date of test Static water level Well production WATER SAMPLE RESULTS: ft. Edam Coliform 0 colonies/100 mL Nitrate ND mg/L Arsenic ND ug/L Date of sample: 8/7/14 Parcel ID: 014-302-40 Well Log (Y/N) N Wires properly protected (Y/N) Y Casing height (above ground) >18 in. AT INSPECTION 8/14/14 94.8 ft. 3.0 9.p -m. Collected by: Anderson Engrg. B. SEPTIC/HOLDING TANK DATA Tank Type/Material Septic/Steel Dateinstalled 10/18/95 Tank size 1,000 gal. Number of Compartments 2 Cleanouts (Y/N) Foundation cleanout (Y/N) Y Depression over tank (YIN) N High water alarm (Y/N) Date of pumping 8/1/2014 Pumper McDonald's Pumping C. ABSORPTION FIELD DATA Y N Date installed 85/84/71 Soil rating (g.p.d./ftz or ftZ/bdrm) .45GPD/SF System type 5' Wide/Trench/Cnb Length 49/70 ft. Width 5 ft. Gravel below pipe 2.0 ft. Total depth 6 ft. Eff. absorption area 853+ ft2 Monitoring tube Y Depression over field N Date of adequacy test 8/14/14 Results (Pass/Fail) Pass For 3 bedrooms Fluid depth in absorption Feld before test 8 in. Water added 450 gal. New depth 16 in. Elapsed Time: 1,440 min. Final fluid depth 8 in. Absorption rate >= 450 g p d Any rejuvenation treatment (past 12 mo.) (Y/N & type) N If yes, give date D. LIFT STATION No Add On Manhole - Gravity Flow to Absorption Trench. Date installed "Pump on" level at Datum Size in gallons Manhole/Access (Y/N) in. "Pump off' level at in. High water alarm level at Cycles tested Meets alarm & circuit requirements? in. E. SEPARATION DISTANCES WELL ON LOT TO: Septic tank/lift station on lot >100' On adjacent lots >100 Absorption field on lot >1 00' On adjacent lots >100 Public sewer main N/A Public sewer manhole/cleanout N/A , Sewer /septic service line >25 Holding tank N/A Animal containment areas >50' Manure/animal excrete storage areas >100' SEPTIC/HOLDING TANK ON LOT TO: Building foundation >51 Property line >51 Water main > 10, Water service line >10 Wells on adjacent lots >100' ABSORPTION FIELD ON LOT TO: Property line >10, Building foundation >10' Water Service line > Surface water >100 Curtain drain Nolle Noted Wells on adjacent lots >100' Absorption field >5, Surface water >100' Water main N/A Driveway, parking/vehicle storage > 10' F. COMMENTS Original 504 SF Absorption Crib Installed in 1971. Undocumented Trench 70' L x 5' W x 2' Eff. Depth Added in 1984. 49' L x 5' W x 2' Eff. Depth Added in 1985. Steel Monitor Tube Added in 2007 for testing. Absorption System Encroaches into Utility Easement. Encroachment Permit has been Issued. G. ENGINEER'S CERTIFICATION i certify that l have determined through field inspections and AN OF review of Municipal records that the above systems are in -�e�t.�•����••A 4;%s+�,, conformance with MOA COSA guidelines in effect on this date. �INEE •• 0 Engineer's Printed Name Michael E. Anderson, P.E. i * r. Date 9/18114 j,00 ...... m, MICHASL E. ANDERSON•: I,"i✓� CE -4381 COSA brown sheet 10-10-12.doc 12/11/2009 16:39 FAX. 907 562 0824 AWWLT ENGINEERING Municipality of Anchorage Anchorage Water & Wastewater TTtility Engineering Division http://www.awwubiL 3000 Arctic Boulevard- Anchorage, Alaska 99503.3898 - Fax (907) 562-0824 Mayor Dan Sullivan December 11, 2009 Susan P. Murphy 9011 Granite Place Anchorage, AK 99507-3944 Re: GRANITE VIEW # 1 BILK 10 LT 3 (Grid SW2334) Request for Letter of Non -objection to Encroachment The Anchorage Water & Wastewater Utility received a request from your Representative Anderson Engineering on December 10, 2009 in regards to an existing absorption trench encroaching into the utility easement running north to south along the east property line of GRANITE VIEW # 1 BLK 10 LT 3. RJ 001 AWWU is currently not using this easement, and has no objection to the encroachment. AWWU hereby issues this letter with stipulations to allow the encroachment of an existing absorption trench, and by using this easement the property owner(s) agrees to the following: 1. AWWU will be held harmless, now and forever, for any damages or injury to any person as a result of the encroachment; 2. The property owner(s) shall call for utility locates before excavation in the easement; 3. All applicable codes and regulations will be observed and maintained within the easement; 4. This letter will in no way preclude AWWU from full use and enjoyment of its rights within any portion of the easement; 5. The property owner shall pay any additional and/or extraordinary costs incurred to accommodate the encroachment during any future required construction or reconstruction of AWWU facilities; 6. AWWU's non -objection does not imply other approvals that may be required for this encroachment; and, 7. AWWU does not provide a position for any other parcel or utility impacted by the encroachment. Should you have any questions, please call the AWWU Planning Section at 564-2739. Sincerely, Paul Hatcher Engineering Technician 12/15/'2009 12:09 907-7624446 CEA ENERGY SUPPLY Dec. 15, 2609 9:16AM anderson engineering December 10, 2009 Susan Murphy 9011 Granite place Anchorage, Alaska 99507 Dear Susan, Murphy, PAGE 02/03 No. 7876 P. 2 Subject to yore went to indemnify the company as set forth below, GCI Communication Cor➢ has uo objec4on to the absorption trench (6 foot d, five feet wide with 4 inch Plastic vents rising to the surface and a horixon al fora eepinch plastic vent located 4 feet beneath the Surface for the 25 foot distance) a cmacbing 3 feet into the utility easement located at the east property line of Lot 3, Block 10, Crime viewSubdivision No. I, otherwise known as 9011 Granite Place, city grid 2334. This letter of non -objection in no way precludes and GCI Communication Corp from Evil use enjoyment of any rights it may have w'd"u any portion ofthe utility eas=cnt and or thetight-of-way, iaciuding unlimited acees8 for servicing its file ties. Also any additional and exhsardinelY costs incurred during any future required constrt=6014 repair or reconeavetiou o£GCPS facilities to accommodate any or all of the encroachments shall be paid by the property owner. By signing below, yon agree to indemnify and hold GCI Communication Corp harmless I and forever, fora damage, c Osts, expense (inchrdiag reasonable attcrneys fees), liabilities and inju y. to any person or property uccmring as a result ofthe encroscbm,ent. Please indicate your acceptance by signing and ranmtivg this letter to myself at the address below. Sincerely, Aoeepffirco Markus Kofoid OSP Design Engineer GCI Communication Corp 5151 Fairbanks St. Anchorage, AK 99503 907-868-6168 Office 907-868-8580 F= t -d 1- t5 oq late 12/15/'2009 12:09 907-7624448 CEA ENERGY SUPPLY PAGE Dec, 15. 2009 9:16AM anderson engineering No, 1816 P. 3 ACS -- Make Communications System: December 11, 2W9 Susan Murphy 9011 Granffe Place Anchorage, Awska 9®57 ACS has no abjection to the encroachment of an absorptlon trench Into the platted utility easement along the eastern boundary of lot 3, block 10, of the Granite View Subdivision No. 1, oowwlse known as 9011 Orme Place as depicted an the dr&*gs submitted by Anderson Engkleering. Acceptance, (your c4nalum below), and use of this letter of non-abjecdon by yourself, your heirs, your assigns, or your successors, will constitute, agreement to the following stipulation-; 1. ACS will be held harmless, now and fon3:lier, for any damages or injury to amy person or property as a result of this anwaschment. 2. Any ACS fae ty damaged or destroyed as a result of this encroachment Will be repaired at no cost to ACS. 3. Any ousts lr tuned by ACS for -pedal oomW tion necessitated by this encroachment will be borne by the property owner, a. AR apomable safety code regulailans will be observed and maintained. S. This Idtar of non-ob Ion will in no way preclude ACS tom U use and eryayment of its tuft Wthh any portion of Its rVd-ofAwy. Plewa sign both copies, retain one copy for your use and return the otfwr to ACS. 1 -,4&. Foreman ka Commwhications Systems outside Plant Eronee'rkg, MSik14 600 Tekprwne Ave, Anohonap, AK 99503 ACCEPTANCE SIGNATURE' 1 +' Grid SWC 2334 L 7 asrin new DATE: 600 Telephone Avenue Anchorage, Alaska 99903-6091 tel 907,563.9000 tell nose 900.1108.6083 www,secaleska.tom Le/T9 39vd $Rill r;'w Qr.Ovmr.,nr rn•rn nnnt .- 03/03 December 10, 2009 Susan P. Murphy c/o Anderson Engineering P.O. Box 240773 Anchorage, Alaska 99524 Grid: A2334 Re: Letter of Non -Objection To whom it may concern: ENSTAR Natural Gas Company A DIVISION OF SEMCO ENERGY Engineering Department 401 E. International Airport Road P. O. Box 190288 Anchorage, Alaska 99519-0288 (907) 334-7753 (907)334-7798 ENSTAR Natural Gas Company has no objection to the existing absorption trench encroachment into the Ten Feet (10 FT) wide utility easement, situated adjacent to and coincident with the easterly boundary line of Lot 3, Block 10, Granite View Subdivision Addition No. 1, Records of the Anchorage Recording District, Third Judicial District, State of Alaska. Acceptance and use of this letter of non -objection by yourself, your heirs, your assigns, or your successors, will constitute agreement to the following stipulations: • Landowner/Contractor working near ENSTAR gas facilities shall contact the Alaska Digline, Inc., (907) 278-3121, for line locating two (2) business days prior to any related excavation. • ENSTAR will be held harmless, now and forever for any damages or injury to any person or property as a result of this encroachment. • Any ENSTAR facility damaged or destroyed, as a result of this encroachment will be repaired at no cost to ENSTAR. • Any costs incurred by ENSTAR for special construction necessitated by this encroachment will be home by the land owner. • All applicable safety code regulations will be observed and maintained. • This letter of non -objection will in no way preclude ENSTAR from full use and enjoyment of its rights within any portion of its right-of-way. Sincerely, Andrew Fraiser Right of Way Agent ENSTAR Natural Gas Company cc: File U A 2009-041033-0 ✓ A Recording Dist: 301 - Anchorage s 6/18/2009 3:23 PM Pages: 1 of 4 K A.............. ....................................... ENCROACHMENT PERMIT 1203-09C G-2330 EN09030 014-302-40 This permit is between Chugach Electric Association, Inc., an Alaska non-profit electric cooperative, (herein "Chugach"), whose address is P. O. Box 196300, Anchorage, Alaska 99519 and Susan P. Murphy (herein "Permittee"), whose address is 9011 Granite Place, Anchorage, Alaska 99507. 1. Easement. Chugach is the grantee or user of an easement for the construction and maintenance of electrical facilities, as follows: Dedicated by the plat ofthe subdivision known as Granite View Subdivision Addition No. 1, according to Plat Number P433, recorded on the 5h day of July 1960, on file in the office of the District Recorder, Anchorage Recording District, Seward Meridian, Alaska, Described in that certain written instrument recorded on the O day of August 1952, at Volume 76, Page 268, on file in the office of the District Recorder, Anchorage Recording District, Seward Meridian, Alaska, herein "Easement) which pertains to the following described real property: The East Ten Foot ( E 10') of Lot Three (3), BIock Ten (10), Granite View Subdivision Addition No. 1, according to Plat Number P-433, recorded on the 5' day of July 1960, on file in the office of the District Recorder, Anchorage Recording District, Seward Meridian, Alaska, Permittee acknowledges the validity of the Easement. Permittee warrants and represents that Permittee is the owner of the fee simple interest in the land subject to the Easement and the following described real property to which the Easement is adjacent: Lot Three (3), Block Ten (10), Granite View Subdivision Addition No. 1, according to Plat Number P-433, recorded on the 51h day of July 2002, on file in the office of the District Recorder, Anchorage Recording District, Seward Meridian, Alaska, (herein "Parcel") Encroachment Permit - Page 1 of 4 2. Encroachment. Permittee has constructed or purchased the following improvements on or within the real property subject to said Easement: A septic system that encroaches approximately Five Feet (5') into said Easement for a distance of approximately Two Feet (2'), (herein "Encroachment"). \`• 3. Permit. Chugach hereby authorizes Permittee to continue the existence of the Encroachment in its existing location subject to the covenants set forth in this permit. 4. Indemnification. Permittee shall indemnify and hold Chugach harmless from any claims for personal injury, property damage or other loss arising in any way from the continuation of the Encroachment. 5. No Expansion or Increase. Permittee shall not in any way expand or increase the extent to which the Encroachment occupies any of the real property encumbered by the Easement without the prior written consent of Chugach. Chugach has no obligation to provide such consent. 6. No Interest in Real Estate Acquired. Permittee hereby acknowledges that the Encroachment and any additions thereto, even if in violation of this permit' has not and shall not in the future give rise to any interest or estate inthe real property subject to the Easement or any other real property. Without in any way limiting the foregoing, Permittee acknowledges that the Encroachment is not adverse to any interest of Chugach and its continuation is entirely with the permission of Chugach for purposes ofthe common law doctrine of adverse possession. This permit creates no interest in the real property subject to the easement. 7. Modification of Uti! tv Facilities. If the electric utility facilities located within the Easement are upgraded, added to, replaced or reconstructed, Permittee shall pay that portion of Chugach's total costs for such modification which is reasonably attributable to accommodating or preserving the Encroachment. If such payment is not made within thirty (30) days of written demand for same, Chugach may terminate this permit in accordance with paragraph 9, below. S. Covenants Running with the Land The obligations ofthe Permittee arising from this permit shall be covenants running with the land which shall burden the Parcel and the Nrinittee's interest in the land subject to the Easement and shall benefit the Easement. 9, Termination. Chugach may terminate this permit after the giving of thirty (30) days written notice of such termination if.- a. f a. The Encroachment is enlarged, increased or extended within the real property affected by the Easement. Encroachment Permit - Page 2 of 4 111111101111111111 20f d 2009.041033.0 b. The Encroachment is damaged by any means to an extent of more than thirty percent (301/6) of its replacement cost at the time of destruction. C. Permittee fails to make the payment described in paragraph 7, above. 10_ Term. This permit shall, if not sooner terminated by Chugach, expire forty (40) years from the date hereof. 11. Entire Agreement. This written permit constitutes the entire agreement between the parties with respect to the subject matter hereof and supersedes all other prior or contemporaneous agreements, oral or written, betweenthe parties. No modifications, amendments, deletions, additions or alterations of the permit shall be effective unless in writing and signed by all of the parties hereto. CHUGACH ELECTRIC ASSOCIATION, INC. By: -- o y Hong Ng uector Distribution Engineering Date: PERMITTEE Date: f., I t -710 9 Encroachment Permit - Page 3 of 4 3 of 4 2009-0410334 STATE OF ALASKA ) ) ss: THIRD JUDICIAL DISTRICT ) r The foregoing instrument was acknowledged before me this 1 1 day of Y 2009, by (PRINT NAME OF PERSON(S) SIGNING DOCUMENT) l'PA OF 6 NOT`!kY Pi1BLIC Notary Public in and for the State of Alaska L COuts My commission expires: STATE OF ALASKA ) ) ss: THIRD JUDICIAL DISTRICT ) foregoing instrument was acknowl ed before ,mg�j this L day of `t. rw_ . 2009, by Ha Q9 /V9LGY@ f2. Director, Distribution Engineering 6f ChirgacIrElectric Association, Inc., an Alaska corporation, on behalf of the corporation. aFrAT$ OF ALASKA NOTARY PUBLIC Chwha L Could AFTER RECORDING RETURN TO: Chugach Electric Associ9aon, Inc. P.O. Box 196300 Anchorage, Alaska 99519-6300 c 4k (n� Notary Public in and for the State of Alaska My commission expires: Encroachment Permit - Page 4 of 4 4 of �II�IIIN4��Il�l� 2009-0410354 Municipality of Anchorage • Development Services Department Building Safety Division Onsite Water and Wastewater Program .. -------- -- ------------•----•---4700-HragawSGeeC---- - P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907)343-7904 Parcel I.D. CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING 014-302-4o 1. GENERAL INFORMATION COSA # CqO'-I (-1 7 Expiration Date: 3 ".?- /— to Complete legal description Lot 3, Block 10, Granite View Subdivision No: t Location (site address) 9011 Granite Place Anchorage, AK 99507 Current Property owner(s) Susan P. Murphy Mailing address Lending agency Mailing address Real Estate Agent Mailing Address 9011 Granite Place Anchorage. AK 99507 Unless otherwise requested. COSA will be held by DSD for pickup. Z. NUMBER OF BEDROOMS: Three (9) 3. TYPE OF WATER SUPPLY: Individual Well R1 Individual Water Storage ❑ Community Class Well ❑ Public Water System ❑ Day phone Day phone Day phone TYPE OF WASTEWATER DISPOSAL: Individual On-site Individual Holding Tank ❑ Community On-site ❑ Public Sewer ❑ — ----- ------ -------i--------------------------_e_m" The Municipality o(Anchorage Development Services Department (DSD) Issues Certifiptes of On -Site Systems Approval (COSA) based only upo-i the representations given In paragraph 4 by an independent professional civil engineer registered in the State c} Alaska. Certificates of On -Site Systems Approval are required for the transfer of We (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues COSAs upon request to homeowners. Certificates of On -Site Systems 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 Certificate of Onsite Systems Approval Guidelines for this application, —' - "shows that ttie on-site water su I and/orwastewater tlis — al s sii m 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 Anderson Engineering Address P.O. Box 240773 Anchorage, AK 99524 Phone 522-7773 Engineer's Printed Name Michael E. Anderson, P.E. Date 12Aarz009 OF �P. 7, 1..... C 9s0I b. DSD SIGNATURE 00. *..ICHAE NlersoN;�` Approved for bedrooms. �j� �0 via. �A�ZfESS10Na��� Disapproved. 4 � e Conditional approval for bedrooms, with the following stipulations: Attachments: . COSA Checklist X ..----Septic System Advisory Well Flow Advisory Nitrate Advisory Arsenic Advisory Maintenance Agreements Supplemental Eng•neer's Report Other By: a" Original Certificate Date: �•�' 2 1 (a« 1IM) Municipality of Anchorage • Development Services Department Building Safety Division On -Site Water _& Wastewater Program__ - - — — - -- - 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: Lot 3. Block 10, Granite View subdivision No. 1 Parcel ID: 014-302-40 A. WELL DATA Well type Private If A, B, or C provide PWSID # Date completed llntmowo Sanitary seal (Y/N) Y Total depth 210- ft Cased to 40- ft , FROM WELL LOG Date of test Static water level ft Well production g.p.m. WATER SAMPLE RESULTS: Coliform 0 colonies/100 mL Nitrate ND mg/L Arsenic: 16.0 mg/I Date of sample: 11/17/09 B. SEPTICIHOLDING TANK DATA TankType/Material Septictsteel Tank size 1,000 gal. Number of Compartments TWO Well Log (Y/N) N Wires properly protected (YIN) Y Casing height (above ground) >15 in. AT INSPECTION 11n1M9 97.2 ft. 3.47 g.p.m. Other bacteria 0 colonies/100 mL Collected by: M. Anderson Date installed 10/1811985 Cleanouts (YIN) Y Foundation cleanout (Y/N) Y Depression over tank (Y/N) N High water alarm (Y/N) N Date of pumping 12/10/09 Pumper Around the Clock Pumping C. ABSORPTION FIELD DATA Date installed 198511984/1971 Soil rating (g.p.d./ftp or felbdrm) AS GPD/F System type 5• wide Trench/Crib Length 49.70' (1984) fL Width 5 ft Gravel below pipe 2 fL Total depth _I_fL Eff. absorption area 853- fe Monitoring tube Y Depression over field N Date of adequacy test 11/21/09 Results (Pass/Fail) Pass For 3_ bedrooms Fluid depth in absorption field before test 1.5 In. • Water added 535 gal. New depth 2 in. Elapsed Time: 1.140 min. Final fluid depth 1.5 in. Absorption rate >= 450 g.p.d. Any rejuvenation treatment (past 12 mo.) (YM & type) N If yes, give date D. LIFT STATION Date installed Size In gallons 'Pump on' level at —In. 'Pump ofr level at _ in. Datum Cycles tested E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tankflift station on lot >100' Absorption field on lot >100, Public sewer main N/A Sewer /septic service line >25' Manhole/Access (Y/N) High water alarm levet at in. Meets alarm 8 circuit requirements? On adjacent lots >100' On adjacent lots >100' Public sewer manhole/cleanout NIA Holding tank N/A Animal containment areas None Manure/animal excrete storage areas SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation >5' Property line !f Water main NIA Wells on adjacent lots >100' Water service line >10' SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Absorption field >5' Surface water >10n None Property line >10' Building foundation >104 Water main >10, Water Service line >1a Surface water >100' Driveway, parking/vehide storage >25' Curtain drain None Noted Wells on adjacent lots >100' F. COMMENTS: Original 504 SF Absorption Crib Installed in 1971. Undocumented Trench Approximately 70' Long x 5' Wide x T Effective Depth Added In 1984. 49' Long x 5' Wide x 2' Effective Depth Absorption Trench Added In 1985. Steel Monitor Tube Added During Adequacy Test In 2007 to Assure Validity of Test. G. ENGINEER'S CERTIFICATION I certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. Engineer's Printed Name Michael E. Anderson, P.E. Date----'-- --12/8ro9 — -- - - ---- --- COSA Fee Date of Payment Receipt Number (Rev. 11105) Waiver Fee $ Date of Payment Receipt Number * _ 4918 .MIGIAEI,E-'ANDERSON :'a 1 • CE -4381 : y�� Municipality of Anchorage . • Development Services Department j' Building Safety Division On -Site Water and Wastewater Program 4700 Elmore Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907)343-7904 Arsenic Advisory Certificate of On -Site Systems Approval # 090447 A Certificate of On -Site Systems Approval inspection and test of potable water was recently conducted on the well water supply on Block 10, Lot 3 of Granite View #1 Subdivision. This inspection revealed an arsenic concentration of 16 micrograms per liter (ug/L) for the property's well water sample. The Environmental Protection Agency (EPA) has established a maximum contaminant level (MCL) of 10.0 ug/L for public drinking water systems. While private wells are not subject to this regulation, EPA standards are based on existing health information and can therefore be used to gauge the relative quality of water from private wells. Information on arsenic is available from the On -Site Water and Wastewater Program website (www.muni.ort'/onsite) or at 343-7904. This advisory must be attached to all copies of the subject Certificate of On - Site Systems Approval. MUNICIPALITY OF ANCHORAGE Development Services Department Right of Way Division Phone: '(907) 343-8240 Fax: (907) 343-8250 APPLICATION FOR LETTER OF NON -OBJECTION TO ENCROACHMENT (PLEASE PRDM Building/Land Use Permit#: Owner Name: Mailing Address: Physical Address: ROW Permit #: Phone(home/ofiice/mobile): 07--3 $-12 'Facsimile: 7iz'yi�'V Subdivision: catL►N trw�o. % Block: !D Lot: S Grid: Describe encroachment: Sso71 L S Y ST-~ A- S S 0"T704 't -i Ay C-0 CAO AC6.JES '0 Ppt1a 7,10-S&TS&y CiVLtjy C;;ASGMGN'T Type of drawings f nnished: As -built survey X_ Site Plan x_ Other Submitted by: A4lC4*1CL 15;- 4"b o2UP3 91La773 tJCr Please Print Phone Number Email Application must Include $1 15.00 application fee and a copy of the as-built/site showing and dimensioning the existing and/or proposed encroachment(s). it Is the applicant's responsitibllity (upon notification) to obtain letters of non- objection from utility companies and provide documentation to Right of Way Division. Upon final review and there being no objections, a formal letter of nonobjection will be provided to the applicant forpermittee's permanent records. Letter of nonobjection Is void without permittee's acceptance and signature on fife with Development Services, Right of Way Division. Costs associated with any removal and/or repair associated with the encroachment are borne by the Permittee. Date Received: 09 By: Approved/denied by Zoning Plan Review: Comments: Right of Way Plan Review: Comments: Approved / Denied / Resubmit Jack L. Frost, Jr., Right of Way Supervisor APPLICATION FEE Check No.: 0 By: Action Required: Transaction # Cash: ❑ CC: ❑ Date: Date: Amt: //s. co Date Notified: ❑AWWU ❑CEA ❑MEA ❑ENSTAR ❑TELALASKA ❑NM&P ❑ACS ❑GCI ❑MTA P m cCL W N 7 7 W nm m 7 0 .'0 ° m e.o- Fr m qIV 0 3Sio�� N C 0 0 Z cn N i N g h N O'07 ' 0A 7/.:7 NM mEn =Z Z -4ZO T oO .Z.�m ZO m mmp m n O 1 Z O m m� OS 414 n :. It P m cCL W N 7 7 W nm m 7 0 .'0 ° m e.o- Fr m qIV 0 3Sio�� N C 0 0 Z cn N i N g h N O'07 ' 0A 7/.:7 l tA Al o° 07'oo"N.1 7/,39 W Q4 s 414 :. It Gi C D v 3 i n� IA l tA Al o° 07'oo"N.1 7/,39 W Q4 s Parcel I.D. F"e (tee DwX Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsfte (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING 014-30240 1. GENERAL INFORMATION COSA # hgrl M,�) Expiration Date: 1 — / f3 —O "% Complete legal description Lot a, Block 10, Granata View subdivision No.1 Location (site address) 9011 Granite Place Androrage, A<99507 Current Property owner(s) PWI!s A- wafters Day phone 346.1453 Mailing address Lending agency Mailing address Real Estate Agent Mailing Address 9011 Granite Place Anchorage, A< 99507 Unless otherwise requested, COSA will be held by DSD for pickup. Day phone Day phone 2. NUMBER OF BEDROOMS: n1B8 DI 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well❑ Individual On-site❑ Individual Water Storage ❑ Individual Holding Tank ❑ Community Class Well ❑ Community On-site ❑ Public Water System ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) issues Certificates of OnSfte Systems Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of Onsite Systems 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 COSAs upon request to homeowners. Certificates of OnSfte Systems 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 engineers 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 Certificate of Onsite Systems 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 Anderson Engineering Address P.O. Box 240773 Anchorage, AK 99524 Engineers Printed Name Michael E. Anderson, P.E. Phone 522-7773 Date 7/10/2007 OF t 49th MICHAEL E. ANDERSON 6. DSD SIGNATURE No cE-ueI �i♦��9 4 r -p Approved for bedrooms. �•4�xEssta::` Disapproved. /✓ Conditional approval for � bedrooms. with the following stipulations: !'" '0" &1d3 / / A, l I r �i /N /? . � / � _ n le_ L1 A Xe �/J —I Attachments: COSA Checklist X Arsenic Advisory Septic System Advisory Maintenance Agreements Well Flow Advisory Supplemental Engineer's Report JC Nitrate Advisory Other By: ��� ��% Original Certificate Date: 7-19-07 (Rev 11M) Municipality of Anchorage • Development Services Department Building Safety Division Onsite Water 6 Wastewater Program 47W BragaW Sheet P.O. Box 196650 Anchorage, AK 99519650 www.muni.ory/onste (907) 3437904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Oescrpton: Lat 3, Block 10, owrae View aubdMsion No. 1 Parcel ID: OW302-40 A. WELL DATA Wen type PNS If A, B, or C provide PWSID 0 _ Date completed thNr m Sanitary seal (YM) v Total depth 210. R Cased to ! fL FROM WELL LOG Date of test Static water larval fL Well production g.p.m. WATER SAMPLE RESULTS: CoUfortn 0 coloniesH00ml. Nitrate NO mg/L Arsenic: 921 mgfi Date of sample: eMW 8. SEPTICIHOLDING TANK DATA Tank TypelMatetlal Smftmew Tank size 1.m gal. Number of Compartments TN's Foundation cleanout (YIN) Y Date of pumping wa*oca C. ABSORPTION FIELD DATA Well Log (Y" N Wires properly pfd (YM) y Casing height(above ground) >15 in. AT INSPECTION Gwr"7 9e ft g.p.m. Other baeterm a coloniesl100 mL Collected by: F. IeDom Data installed tenen985 Cleanout, (YIN) Y Depression over tank (YIN) N High water alarm (YIN) N Date irMM%d 19851198411971 Soll rating (g.p dJe or ff=Ihdnn) .45 (PDW Systems, type a wMa TmxhMAD Length 49 -RU (1984) R. Width 5 fL Gravel below pipe 2 1L TOW depth _1___fL Eff. absorption area 1R ft° MoNtoring tube Y Depression over field N Date of adequacy test GTS+ Results (Pass/Fall) Pan For 3 bedrooms Fluid depth in absorption field before test 11.5 in. Water added 48o gal. New depth 13 in. Elepsed Time: 1.140 min. Final chid depth 11-5 in. Absorption rate k Oso g.p.d. Arty rejuvenation treatment (past 12 mo.) (YIN 6 type) 14 If yea, give date 2 D. LIFT STATION Date installed Size in gallons Manhole/Aeeess (YM) 'Pump on' level at _ in. 'Pump off Level at _ in. High water alarm level at in. Datum Cycles tested Meets alarm 8 circuit requirements? E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tankAR station on lot >100' On adjacent lata >1ca Absorption field on lot >1W On adjacent lots >1W Public sewer main NIA Public sewer menhole/deanout NIA Sewer /septic service fine >2' Holding tank NIA Anknal containment areas None Manure/animal excrete storage areas Nam SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation >5• Property line>S Absorption field >9 Water main NIA Water service line >10' Surface water >100• Wells on adjacent lots >1W SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line >10' Building foundation >10• Water main >10• Water Service fine >1a Surface water >iw Driveway, parldrigNehide stmW >26 Curtain drain Now Noted Web on adjacent lots >1W F. COMMENTS: OWN" 504 SF Abearpeon Crib Installed in 1971. Undooannded Trench Apprmcimstely Ar Lang x S wide x 7 Effective Depth Added In 1984. 49' Log x S Vwde x 7 Effeclive Depth Abmpd n Trench Added in 1955. New Steel Monitor Tube Added During Aderyecy Test to Assure VMft of Tesl. �peeege. G. ENGINEER'S CERTIFICATION I cerUly Chet I have determined through field inspections and review of Munk*W records that the above systems are at conformance w1M MOA COSA guidelines in eBect an Om date. Engineer's Printed Name Michael E. Anderson, P.E. Date 711112007 COSA Fee E Waiver Fee E Date of Payment Date of Payment Receipt Number _ n22 Receipt Number (Rev. 11105) .` 49th 4'C4ACC E AN3ERSCN No CE -4n• i ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, AK 99524 July 17, 2007 Municipality of Anchorage Building Safety Division On -Site Water and Wastewater Program 4700 Bmgaw Street Anchorage, AK 99519-6650 Attention: Mr. Dan Roth Subject: Lot 3, Block 10, Granite View Subdivision No. 1 Certificate of On Site System Approval Utility Easement Encroachment Dear Mr. Roth: The septic system on Lot 3, Block 10, Granite View Subdivision No. 1 was originally constructed in 1971 with a log crib located approximately 15' from the east property line. The system was upgraded in 1984 with an undocumented trench which extended approximately 4' into the utility easement at the east side of the lot. A new trench was then constructed in 1985 which connected to the undocumented trench at a location outside the easement. It appears the only encroachment into the trench is by the undocumented absorption trench. The encroachment is 5' wide by 5' deep. The monitor tube marking the end of the trench is no longer in place and no aboveground encroachment is evident. The attached drawing shows the approximate layout of the absorption system. A steel monitor tube was placed in the system to allow testing of the system. The system includes a total of 853 square feet of effective absorption area. The elimination of the section which encroaches into the easement would reduce the total to 833 square feet. The adequacy test performed on the absorption system indicated it is capable of absorbing more than 450 gallons of water per day. We are preparing requests for an encroachment permit into the utility easement. Unfortunately receipt of the final permit will take more than a month. We therefore request a conditional COSA be issued so the property can be transferred to the new owner while the encroachment permit process continues. Sincerely, /Y( Michael E. Anderson, P.E. Attachments O-rlwl e i L N c FCEz.o co+� t 0014- y �-fanx ��1I UAQO(aE/ �" v b ( 5 LYW too 3� All. FIHYzus cojALW"E2S 8 Z-1 1 C. _90z/_-67gAN/ice—PG/I---- �N w ,v2o > :p En M ..., • .: a ,� amm 74 m=Z n Z y 0 z Q y O n =Zm .�o Z{{mO mmv 161 0r:Dx ^ \ v M m� v z ., A � R rr �. IS w 0 N O 07 � 00 'W 71, �9 .1 w q_ :p ., ..., • .: a ,� • 74 n 161 I ^ \ ry A � R : 7L Az? � o o ta•c,� i � lb 1 � IN ltd (�1 O nl� 1 rm ` n a T � m O✓MIT N O° 07'00"("/ 71,39 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 198850 Anchorage. AK 99519.6650 www.ci.anchorage.ak.us (907)343-7904 ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET To: Mike Anderson Legal description: Granite View #1 Block 10 Lot 3 ❑permit ®C.O.S.A. ❑Inspeetlon Report The attached paperwork has been reviewed and is being returned for the following reasons: 1. Septic system in Utility Easement - Need approval from ROW 2. Undocumented trench needs Inspected. Name of reviewer: W Date: July 13, 2007 Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK - MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION DIVISION OF ENVIRONMENTAL HEALTH CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL ��—®�2 6D OF ON-SITE SEWER AND WATER FACILITY 264-4720 Application Date January 21, 1987 1. GENERAL INFORMATION (a) Legal Description (include lot, block, subdivision, section, township, range) Lot 3; Block 10; Granite View #)1 Location (address or directions) 9011 Granite Place, Anchorage, Alaska (b) Applicant Name James McKillip Telephone: Home Business Applicant Address (c) Applicant is (check one): Lending Institution ❑ ; Owner/builder C ; Buyer ❑ ; Other ❑ (explain); (d) Lending Institution Northland Mortgage Telephone Address Anchorage, Alaska (e) Real Estate Company and Agent ERA Bowden/Lou Wood Address 4791 Business Park Boulevard #5, Anchorage, Alaska 99503 Telephone 562-4316 LD (f) XIS he HAA to the following address: S & S ENGINEERING 17034 Eagle River Loop Road, Suite 204 Eagle River, Alaska 99577 ordered by Lou Wood 2. TYPE OF RESIDENCE Single -Family 6 Multi -Family ❑ Other Number of Bedrooms 3 3. WATER SUPPLY Individual Well 13 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 DISPOSAL 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. 72-025 (11184) Page 1 of 2 (b9/LU SO -U Z to Z abed - liom sjaaul6uo Ieuolssaloid aql ui suoissiwo ao saoaja jol alglsuodsaa lou si a6eaogouy to llpedioiunw aql ,panssi sl aleoippao e aaolaq elep az (Ieue ao suoiloadsui lonpuoo lou op d3H(] to seaAoldw3 •sluawaimbei alels pue Ieaapal uieliao Ajsiles of aapio ui suoilnlllsu! 6u!pual aiegl pue sawoq to siesegoand of (salinoo a se slgl S@Op d3H(] aql TIsely to @leis @gl ul paaalsibei Aeouloue leuolssaload luepuedepui ue Aq anoge 9 gdeaBejed ul uanl6 suoileluasaidw aql uodn Ajolos paseq saleo!llUao lenoiddy A1!aogln`d glleaH sanssi (d3H(J) uo!loaload Ie1uawuoJlnu3 Pue glleaH to luawlaeda(] a6ejogouy to Allledlounlnl agl NOunvo lenoaddy IeuolllpuoO to swaal IEuolllpuoO panoaddesl(] panoaddy Aq �swoa e �� ao P q � s/ �C9/ 3 panaddy l�d�AOaddtJ d3H4 '9 a <:s soido�t ,reo �\ y. •a � �Qa t �a G J/ zwpLLS66 e7lselti'a9nly 91683 ale(] VZPAwkI ssaappy auogdalal ONIN93NION3 S'8 S wa(d 10 aweN 'uo!loadsui slgl to aleP aql uo loalla ui suolleln6aa pue'saoueulpao 'sapoo alels pus IedlolunN pe gl!M aouslldwoo ui sI wals (s lesodslp aalemalsum ao/pue Alddns jalem alis-uo aql 'uolloadsul pue uolle61ls9nul (w woal pue salil a6eaogouy to tllledloiunlnl agl woal paulelgo uollewJolul agl uo paseg legl Al!aan aaglanl I ulaaag peleolpui ainlonals to adAl pue swooapaq to jagwnu agl jol alenbape pus Isuo!lounl'ales sl walsls Iesodslp aalemelsemjo/pue llddns aalem alis-uo agl legl smogs lenoaddy (luoglny glleaH slgl to u011e611sanu1 AW legl AI!AOA I 'molaq urnogs alep uollepllen agl to se pue olaaaq paxille leas (w Aq pa!llliao sy NOIl`dWdOdNI ONV bl'd0 `HO)JV3S 3"Ild `S1S31 `SNOIlO3dSNl ONKIIAObld VYUId JNI!l33NION3 '9 MUNICIPALITY OF ANCHORAGc MUNICIPALITY OF ANCHORAGE (MOn1 DEPT, of HEALTH & HEALTH AUTHORITY APPROVAL (HAA) ENVIRONMENTAL PROTECTION CHECKLIST - FEBRUARY 1984 19�7 264-4720 2�? Legal Description: cr 3 Y�LjL /D A. WELLDAEA ENN ("7'P-NtJtiu UII�iN Well Classification 5- If A, B, C, D.E.C. Approved (Y/N) XY4 Well Log Present (Y&(.�ate Completed 1971 *nd_�� Yield [ Total Depth Z-! b t Cased to 4:5Z0 (4- Depth of Grouting Static Water Level /03 11 Pump Set At Casing Height Above Ground — Electrical Wiring in Conduit$'/N) Separation Distances from Well: .7 Sanitary Seal on Casing &N) — Depression Around Wellhead (Y& To Septic/Holding Tank on Lot /,90/ On Adjoining Lots To Nearest Edge of Absorption Field on Lot /00' ; On Adjoining Lots To Nearest Public Sewer Lined To Nearest Public Sewer Cleanout/Manhole To Nearest Sewer Service Line on Lot z S jf Water Sample Collected by 5 d'SC t=- N'L-f u v-'-"T� y ; Date I Water Sample Test Results Comments B. ISEP�/HOLDING TANK DATA Date Installed /0 -t0'- Size / ooh L� No. of Compartments L Standpipes &N) Air -tight Caps PN) Foundation Cleanout ('SDN) Depression over Tank (Y/b Pumping/Maintenance Contract on File (Y/N) Holding Tank High -Water Alarm (Y/N) Separation Distances from Septic/Holding Tank: ?- iI A Date Last Pumped g� :for Temporary Holding Tank Permit (Y/N) To Water -Supply Well boo To Building Foundation — To Property Line /D1 -f To Disposal Field 57 To Water Main/Service Line /C> Course Comments Page 1 of 2 72-026(11/84) To Stream, Pond, Lake, or Major Drainage C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata svq ���� Type of System Design Date Installed " ��G rLength of Field 4�pl�b Io L3 K/ ST nQ e� %Ri?A.)ue' Width of Field S Depth of Field `, Gravel Bed Thickness t c.G wv. v f� Square Feet of Absorption Area 3`/ SU f 70 Standpipes Present 6?N) Depression over Field (Y& Date of Last Adequacy Test Results of Last Adequacy Test ��C�J qi�c� Z/4^ - Separation Distance from Absorption Field: To Water -Supply Well To Building Foundation Lot To Water Main/Service Line / d 1-4 To Stream/Pond/Lake/or Major Drainage Course To Driveway, Parking Area or Vehicle Storage Area Commeh'fs �/id 9/ /moi G �( l 'Fej^- /7? / 9)WY 77 0 1A Mw • D. LIFT STATION To Property Line ; On Adjoining Lots /v To Existing or Abandoned System on — To Cutbank (if present) 7-4/t Date Installed Dimensions Size in Gallons Manhole/Access (Y/N) "Pump On" Level at "Pump Off' Level at High Water Alarm Level at Tested for Electrical Codes (Y/N) Comments ** Check Permitted Bedroom Rating Against HAA Request ** Vent(Y/N) G( .5a W,4 Pumping Cycles during Adequacy Test. Meets MOA I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection. Signed g & S ENGINE RING Date 034 Eagle River Loop Road No. 204 „„." Compact MOA No. <E 034 ;� A X13` ts: Eagle Rrver,AlaSka VY -711 W *;4. Receipt No. Date of Payment 8 Amount: $ /do Page 2 of 2 72-026 (11/64) MUNICIPALITY OF ANCHORAGE DI ;TMENT OF HEALTH AND HUMAN SER'?:S Environmental Health Division 825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT L Ex�Nnc- DISTANCES FROM SEPTIC SEPTIC TANK ABSORPTION FIELD WELL resst %l O 's-a'rpt /%%e 44 cS2�liG x Z � � WELL Phonets) ua z �F Per it No. V6-0'5--5- No. of Bedrooms 3 LOT LINE `� �•- `� _ LEGAL DESCRIPTION Lot ,j Block /O Su tlrvislon 1bili fi �Lt� FOUNDATION�- Township, Range. Section p !� /5 % 5 rf z / — d ✓ AS -BUILT DIAGRAM driveway. water bodies. (Show location of well. etc.) septic system, property lines, foundation. J TANKS ,v 7 7N c g� SEPTIC ❑ HOLDING ' t Manu iur er / ec_/DC2 Capacity in gallons material/ No. oI Compartments D h TYPE OF SYSTEM ❑•TRENCH ❑ BED VW. DRAIN ❑ OTHER Depth to pl pe u r �m ! ongmal grace (. FT Total depth from ong; al grace �� I S FT (� ! Fin added aaov grade / FT Gravel aepth beneath pipe Z ' 4---- FT PJ flol lH�. s t Z -! Gravei length / FT' Gravel width`^ / CJ �� FT Total absorption area/ ,s/( 3 // �? SQ FTS i Distance between lines /O FT �. Number of .,nes �/vew Sod rating 3 SQ (Pipe material JFTT Date In alletl WELLS PRIVATE ❑ OTHER (Identify) Dass kation IA.B.CI X�sT��� Total Depth FT Cased to FT Instailel Date Installed: f J • REMARKS: �7 �) /,n o /,/, G �� �(_Jl�v( �(� vLW�i Scale: Inspeetaens' Doioi �dT pby. i�L"�N' SEAL `'•i" J' . N: A. err , _.:..i�•r'. J Date:soy r L IRI'l 196Xy certify that this :+.ILG ,,14ca�, AV'rS '•Ji,�i Municipal and State VHc1ikQ4T2W0an [his dale: Health Department Approval: inspection was performed according to allk- � Date: i— J Lia i ae)h� h cy8p71c. -flan. r� P )� r - , If IG1,7/ e 'Cw c DATE RECEIVED INSPECTION APPOINTMENTS 6. TYPE OF RESIDENCE TIME [ SINGLE FAMILY TIME TIME �j 7. WATER SUPPLY [P INDIVIDUAL* * ATTACH WELL LOG. A well log is required for all wells drilled ❑ COMMUNITY DATE . r ❑ PUBLIC UTILITY DATE DATE ( q`6 ® INDIVIDUAL/ON-SITE** YEAR ON-SITE SYSTEM WAS INSTALLED. ❑ PUBLIC UTILITY INSPECTOR NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. INSPECTOR INSPECTOR MUNICIPALITY OF ANCHORAGE MUNICIPALITY CF ANC!OPAG'' DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION DEPT. 0' 825 L Street - Anchorage, Alaska 99507 E��✓IROPIwIE • ENVIRONMENTAL SANITATION DIVISION Telephone 264-4720 OF INDIVIDUAL WATER AND SEWE kk I'S REQUEST FOR APPROVAL DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing. 1. PROPERTYOWNER PHONE Zia V 1, roti '3YY_/15' MAI G ADDRESS PROPERTY RESIDENT (If different from above) PHONE 2. BUYER P ONE � �._ (2 e N % MAILING ADDRESS 3. LENDING INSTITUTIONh _ _ l -�cLt PHONE MAILING DDRESS \ 4. REALTOR/AGENT . J PHONE MAILING ADDRESS '/Di, fr ' C- ?L v �r c !vr o,11 cl 5. LEGAL DESCRIPTION , If IG1,7/ e 'Cw c STREET LOCATION 6. TYPE OF RESIDENCE NUMBER OF,BEDROOMS ❑ One ❑ Four ❑ Other [ SINGLE FAMILY ❑ Two ❑ Five ❑ MULTIPLE FAMILY �d Three ❑ Six 7. WATER SUPPLY [P INDIVIDUAL* * ATTACH WELL LOG. A well log is required for all wells drilled ❑ COMMUNITY since June 1975. For wells drilled prior to that date, give well ❑ PUBLIC UTILITY depth (attach log if available.) D 8. SEWAGE DISPOSAL SYSTEM ® INDIVIDUAL/ON-SITE** YEAR ON-SITE SYSTEM WAS INSTALLED. ❑ PUBLIC UTILITY NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 72-010 (Rev. 6/79)�'cca„_ THIS SIDE FOR OFFICIAL USE ONLY 1. TYPE OF RESIDENCE ❑ SINGLE FAMILY ❑ MULTIPLE FAMILY NUMBER OF BEDROOMS ❑ ONE ❑ THREE ❑ FIVE ❑ OTHER ❑ TWO ❑ FOUR ❑ SIX 2. WATER SUPPLY ❑ INDIVIDUAL ❑ COMMUNITY ❑ PUBLIC UTILITY Connection Verified PERMIT NUMBER DEPTH OF WELL DATE DRILLED LOG RECEIVED 3. SEWAGE DISPOSAL SYSTEM ❑INDIVIDUAL/ON -SITE ❑PUBLIC UTILITY Connection Verified PERMIT NUMBER DATE INSTALLED INSTALLER ❑Septic Tank or ❑ Holding Tank Size: If Tank is homemade give dimensions: SOILS RATING - TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA MATERIAL 4. DISTANCES WELL TO: Septic/Holding Tank Absorption Area Sewer Line Nearest Lot Line Absorption Area to nearest Lot Line - 5. COMMENTS M-- APPROVED FOR � BEDROOMS ❑ CONDITIONAL APPROVAL (letter must accompany certificate) ❑ DISAPPROVED DATE BY Tobben Spurklund P.E. 8155 Cranberry St. Anchorage, Alaska 99502 Phone (907) 243-5302 Mrs. Jydy Rich Sept.1121980 Realty Center 8301 Arctic Blvd. Anchorage, Alaska 99503 SEWER A DE f, UAC Y FEST LEGAL: LOT 39 BLOCK 10, GRANITE VIEW S/D Owner Domas Residence: 3 bedrooms, fully finished Water On site well Sewer From Municipal Records: 1000 gal steel tank, two compartment Stack Steel 9 ft. deep log crib Total absorption area, 504 sq. ft. Soil 155 Built in 1971 Date of Test Test Procedure OF Alq %I 'y 0 Not 2225-E r �'•� JUNE 254 1971 .' .. 1�1X®®N�!L Sept. 10, 1980 Water was introduced into,the set,tic tank at a measured rate and the water depth in the tank monitored. By adjusting the rate of inflow a rate was found at which the welter level remained stationary. This rate of flow was founf to be 2.5 gal. per min. which is much greater than the required absorption rate. The recorded readings are as follows: Time, min. 10 20 30 4o 50 6o 70 80 90 105 Flow gal/min 0 0.3 0.75 1.75 2.50 2.00 2.00 3.50 2.50 2.50 0.00 Water level inches. 51.5 51.5 51.5 51.5 51,75 51.75 52.00 52.50 52.00 51.75 51.50 During the test the waterlevel in the tank remained stationary at 53 inches. Al L GREATER ANCHORAGE ARJA BOROUGH Department of Environmental Quality 3330 "C" Street, Anchorage, Alaska 99503 274-4561 �� Date Received Time p of Inspection Date of Inspection REQUEST FOR APPROVAL OF INDTVIDUAL SEWER & 'WATER. FACILITIES A FOR 1. Aoproval Requested By: Address; 0 // Phone: 2. Property Owner: // Phoneeee 3. Legal Description: 0 4. Location: 5. Type of Facility to be Inspected: Numher of Bedrooms: 6. Well Data: A. Type B. C. Construction V� 1 \/ D. 7. Sewage Disoosal System A. Installed C. ftl L ____ B• C. Septic Tan 1. Size 1100 2 D. Seepage Pit: I. Size '�; l 2• Depth Bacterial Analysis Installer Manufacturer sliy(e � Material 1 0c\ S E. Disposal Field: Total Length bf Lines 8. Distances: A. Well To: Septic Tan� Absorption Area Z1 S Sewer Lines Tank / Nearest Lot Line ___/ S Other Contamination B. Foundation to Septic Tank '', Absorption Area C. Absorption Area to Nearest Lot Line s G N Requast for Approval of Page Two 9. Comments: individual Sewer & Water Facilitiv5 Approved -�1�,d �Disapproved Date I� Approval Valid for One Year From Date Signed Greater Anchorage Area Borough, Department of Environmental Quality DIAGRAM OF SYSTEM I certify that the information contained in this request for approval to be a true and accurate representation of the subiect sewer and water facilities located at: Signed Date March 13, 1973. Mr. David A. Bft;k3s 9011 Granite 1-ce Archoraff, Alaska 99507 Oe Dear '�r. 7.JET£C£: Lot 3, Pdocic 10 Granite tries Subdivision Dear :S. Ke have reviowed your sit,zatior_ in liv?;t of the interpretation o{ t=ie 40,000 So. Ft. -20,(100 Sq_ Ft. recuirf ':,',A conn in-ld in Section 1'u' i 7?..+i 7 df ti2C c %art' -e t df =::I6'II'O7u:'ni]t Il dI SCrV%1t1dIA T F1StE' Water Regulations. It is our find incy that sir -le you had Mrrershin of the lot on or before Feb- nary 5, 1973" an.4 ti -at you intend to construct a private resi er±ce for )mar personal use, tbIlt this particular Section of the ,'ante Water Regulations is not applicable in your case. As your well and SCtti'age disposal were installed before February S, 1973 and met all requirements as of that date it is our interpretation that the now protective radii do -Dt apply in your case. We Mould hrx ever advise you that of course all existing P.orrnlr..h Regulations are in effect and are ap^licable in all cases except where State requirenent-s are more stringent. Yours truly, Kyle J. 3. r,,;erry Regional ErxiTon"entt 1:ngineer RECEIVED I 1AR 4 1973 u0 ' - GREATER ANCHORAGE` AREA BOROUGH PEPT. OF ENVIRONA!,ENTAt QUALITY