Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
SLY-FOX LT 1
Onsite File Sly-Fox Lot 1 #015-191-62 Municipality of Anchorage On-Site Water and Wastewater Section • (907) 343-7904 Page 1 of 3 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP191527 PID Number: 015-191-62 Dwelling: ❑ Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ❑ Upgrade Name DAVID SVENDSEN ABSORPTION FIELD El Deep Trench ❑Wide Trench El Bed ound Site address 11400 COBRA STREET *ANCHORAGE, AK ❑ Other Phone Number of Bedrooms Soil Rating Total depth original grade 206-434-1585 2 GPD/SFJ Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Ft. Gravel depth beneath pipe Ft. Subdivision Block Lot SLY-FOX; LOT 1 Fill added above original gr Ft. Gravel length Ft. Township Range Section - Gravel width Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total orption area Number of trenches Dist. between trenches From Tank Field Tank Line Ftz Ft. Well 100'+ I TANK ❑ Septic A S.T.E.P. ❑ Holding ❑ Other Manufacturer G REER TANK Capacity 1500 Gal. surface Water 100'+ Material Number of compartments Lot Line51+ NA HDPE 2 Foundation 10,+ LIFT STATION Manufacturer GREER TANK Capacity 500 (2ND COMPARTMENT) Gal. Remarks OLD TANK DECOMMISSIONED PER UPC PER CONTRACTOR Alarm location , -� Electrical installed by DRS PIPE MATERIAL House to tank D3034 Tank to drainfield D3034 Installer JR'S SEPTIC SERVICES Drainfield 030341EXISTING Co/MTD3034 Inspector DAVID GARNESS, PE BENCH MARK (Assumed elevation) 98.6 ft Inspectiones: 151 5/19/2020 - Location and description 2 nG TOP OF MH 3d_ 41h_ ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp I, �a�6000' Conditional Approval: Date oo� % d o � 4 9 Tl, �r.,-./.. .. .......... .......� Septic System1JV ApprovedlluDate �O �7 a4�b CE��7953 .1,,�oo 0-.. Note: does �1 II:y�, 5 sio Pro000�0 this approval not include well permit requirements. #AEcc e4��4oCY (Rev 05/02/18) CL PERMIT NUMBER: PARCEL ID NUMBER: OSP191527 RECORD DRAWING 015-191-62 A B C MH8.3 45.9 40.7 VACANT TRAILS END;17.6 BLOCK 2, LOT 12 TRAILS END; BLOCK 2, LOT 13 TRAILS END; BLOCK 2, LOT 14 11.2 42.8 42.9 17.9 58.1 46.5 194 59.2 48.7 57.9 45.8 NEW 1500 GALLON HDPE GREIR SEPTIC TANK WITH ANCHORAGE TANK STEP T NK COMPONENTS i 10' UTILITY EASEMENT —— C 1 M 00 H1 —1 — CO D MT CO -CO CO EXISTING AT HOUSE .. MT . r •. .0 .+.y.' ..�.• •�� . ii' . • DRIVEWAY " EXISTING DRAINFIELDS - SEE MOA RECORDS FOR DETAILS THIS PORTION OF THE HOUSE • ' �' ;.... IS ON PILE FOUNDATION t I \ SHE ' 10' UTILITY EASEMENT �( SOIL COVER WAS ADDED OVER THE EAST TRENCH TO MEET MOA ONSITE CODE; FILL WAS ADDED OVER MOUNDED WEST TRENCH TO MEET SLOPE REQUIREMENTS OF <33% ,20' DRAINAGE EASEMENT / N .**JksmOF \A11 P.••''•. f ... 44 ... . r ........................... ii0r , �„ •1 C -795 i LICENSE,�1F ESS\Sf,"• • #AECC884 011 Ty"h ENGINEERING, SALES --.CONSULTING 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507 • PHONE (907) 3376179 • FAX (907) 33&3246 • VVESSITE: �wni gamesseng neelmg.com PREPARED FOR: PHONE NUMBER: PAGE NUMBER: DAVID SVENDSEN 206-434-1585 2 OF 3 LEGAL DESCRIPTION: DRAWN BY: SLY FOX; LOT 1 D.J.G. TYPE OF WORK: DATE: �, SEPTIC TANK RECORD DRAWINGS 6/9/2020 ,20' DRAINAGE EASEMENT / N .**JksmOF \A11 P.••''•. f ... 44 ... . r ........................... ii0r , �„ •1 C -795 i LICENSE,�1F ESS\Sf,"• • #AECC884 PERMIT NUMBER: PARCEL ID NUMBER: OSP1 91527 RECORD DRAWING 015-191-62 TOP OF MANHOLE = 98.60 FINAL GRADE = 98.39 MH1 MH2 TOP OF TANK AT INTLET = 94.57 INVERT OF BUNG AT INLET = 93.86 NEW 1500 GREER TANK WITH ANCHORAGE TANK COMPONENTS TO BE USED AS LIFT STATION TANK HOLE WAS DRY DURING EXCAVATION - GROUNDWATER WAS NOT ENCOUNTERED 2" INSULATION PER CONTRACTOR TOP OF TANK AT OUTLET = 94.58 GARNESS rENGINEVERKING G ROUP9 Ltd ENGINEERING SALES, CONSULTING 3701 E. TUDOR ROAD, SUITE 101 'ANCHORAGE, AK 99507- PHONE (907)337-6179- FAX (907)338-3246'WEBSITE: PREPARED FOR: PHONE NUMBER: PAGE NUMBER: DAVID SVENDSEN 206-434-1585 30F3 LEGAL DESCRIPTION: SLY -FOX; LOT 1 TYPE OF WORK: II, SEPTIC TANK PROFILE DRAWN BY: D.J.G. DATE: 6/9/2020 # ...... .... . ........... 0 .......... .............. 0 o i.,r%i Sore G ness Q mr # QE- 3 7 AV at 4w 4W LICENSE Sf.mow #AECC884 TAIL Lot 11 IPA ���U�� ��T&|� HOUSE DETAIL /�/� | | | / | | / | | / | | / 2 STORY ' RESIDENCE 15./ \ | 10' UTILITY | | | | EASEMENTS |�| � � [of 12 ||| Lot 13 | Lot 14 /|/ | |�| � �-� -�- --- --- ---� | �---- --- --- ---| --- --- --- --- -- 167.6' SEE WOODEN FENCE HOUSE DETAIL SEPTIC PIPES 76.5' EN FE C 20 PR TE VE P WELL Lot 1 10' UTILITY EASEMENTS S 8958'23"W 30233 | / | / -- --- -T- Lot 2 / 20' URA|NA0E-'~~7 EASEMENT / ° ' PLOT PLAN --- AS BUILT J�_ SCALE GRID _ SW 2641 Project No. 19-621ZL2___- 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 Long & Associates, inc. (907) 522-6476 Phone (907) 522-4625 Fax hereby certify that I have surveyed the following described property: LOT 1, SLY -FOX SUBDIVISION (PLAT No. 74-144) Anchorage Recording District, mmemo, and that the Improvements s/,uovmo rnmrmmn are within the property lines and du not encroach onto the property adjacent thereto, that no lrnprmvwrnmntm on the property lying adjacent thereto encroach on the surveyed pnmno|mms and that thane are no roadways, transmission lines or other visible mommrnanho on muid property except as Indicated hereon. Dated this the Day of Ju+^C , 2/��� . of Anchorage, Alaska M Is the responsibility of the owner to determine the existence of any rnants. covenants, or restrictions which do not appear on the recorded subdivision plot. .. 49TH�� �r ... ............. KENNETY G. LA AECC83 LLJ LLJ 00 - 00 M � . / -- --- -T- Lot 2 / 20' URA|NA0E-'~~7 EASEMENT / ° ' PLOT PLAN --- AS BUILT J�_ SCALE GRID _ SW 2641 Project No. 19-621ZL2___- 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 Long & Associates, inc. (907) 522-6476 Phone (907) 522-4625 Fax hereby certify that I have surveyed the following described property: LOT 1, SLY -FOX SUBDIVISION (PLAT No. 74-144) Anchorage Recording District, mmemo, and that the Improvements s/,uovmo rnmrmmn are within the property lines and du not encroach onto the property adjacent thereto, that no lrnprmvwrnmntm on the property lying adjacent thereto encroach on the surveyed pnmno|mms and that thane are no roadways, transmission lines or other visible mommrnanho on muid property except as Indicated hereon. Dated this the Day of Ju+^C , 2/��� . of Anchorage, Alaska M Is the responsibility of the owner to determine the existence of any rnants. covenants, or restrictions which do not appear on the recorded subdivision plot. .. 49TH�� �r ... ............. KENNETY G. LA AECC83 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: OSP191527 Work Type: SepticTank Upgrade Tax Code Number: 01519162000 Site Legal Address: SLY -FOX LT 1 G:2641 Site Mailing Address: 11400 COBRA ST, Anchorage Owner: SVENDSEN DAVID Design Engineer: GARNESS ENGINEERING GROUP LTD This permit is for the construction of: ❑ Disposal Field 0 Septic Tank ❑ Holding Tank ❑ Privy Effective Date: Expiration Date Lot Size in Sq Ft Total Bedrooms: Department 12/17/2019 12/16/2020 49987 ❑ 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 By: (� Issued By: I (! tUtm Date: Date: /17/11 FA Municipality of Anchorage_ P.O. Box 196650 0 4700 Elmore Road Anchorage, Alaska 99519-6650 0 (907) 343-7904 0 Fax (907) 343-7997 http://www.muni.org/Onsite Development Services Del2artment On -Site Water and Wastewater Section n Department * * * * VARIANCE/WAIVER REVIEW * * * * Waiver#: OSV191100 COSA#-. OSC191594 Permit#: OSP191527 PID#: 015-191-62 Legal Description: Sly -Fox Lot 1 Engineer: Garness Engineering Group Applicant: David Svendsen Your request for a waiver of the required 100 feet horizontal separation from the absorption field to the surface water has been approved. The approved separation distance is 85.0 feet. See engineer's waiver request for justifications. In addition, MOA topography mapping indicates that if effluent were to surface, it would travel over 100 ft before reaching the surface water. This waiver approval applies to the existing absorption field only. Any fixture upgrade to the on- site wastewater disposal system will require all separation distances be met or another approval from this department. ............ 0 M a 0 M N .................. 0 0 0 0 0 0 0.000 M t ........................ t. K 1 Waiver is Granted: X Waiver is not Granted: Date: 1 Approved by: Name of Reviewer **** VARIAN C E/WAIVER REVIEW **** MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development ServicesnW On -Site Water & Wastewater Program Mayor Dan Sullivan On -Site SewerMell Permit Application For A Single Family Dwelling Parcel I.D. 015-191-62 DEC 1 7 201,9 a << Property owner(s) DAVID SVENDSEN Day phone 204 1 5 n Mailing address 11400 COBRA STREET *ANCHORAGE, AK 99516 Site address 11400 COBRA STREET ANCHORAGE, AK 99516 Legal description (Sub'd, Block & Lot) SLY -FO; Legal description (Township, Section & Range) Lot Size Sq.Ft. APPLICATION IS FOR: Single Family (SF) (® all that apply) (w/wo ADU) Absorption Field ❑ Septic Tank Multiple Dwellings Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ LOT 1 Number of Bedrooms 2 APPLICATION IS AN: Initial ❑ Upgrade 19 Renewal ❑ 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) DRAINFIELD TO SURFACE WATERS Distance 85 FEET 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: X215 Waiver Fees: Date of Payment: — �-? �C1 ck Date of Payment: Receipt Number: Z!j 2,0 Receipt Number: Permit No. OS l 157 Waiver No. (Rev. 01/11) GARNESS ENGINEERING GROUP, Ltd ENGINEERING -SALES -CONSULTING December 16th, 2019 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Ref: Septic System Record Drawings for Sly -Fox; Lot 1 To whom it may concern: The subject lot had a permit issued in 7/24/1994. Per email correspondence with the MOA onsite department (attached), inspections were called in with the MOA on 8/5/94 and 8/13/94, however, no record drawings are in the MOA records. Per my conversations with MOA onsite employee Rebecca Carroll, P.E., due to there being record of inspections being called, the following assumptions could be made: • The system was not installed too deep and meets MOA separation distances to groundwater • The drainfields were sized as designed and permitted • The lateral lines and/or spacing meets MOA code requirements • Materials used meets MOA specifications (sand, rock, lateral line material etc....) A septic adequacy test was performed by GEG on 11/22/2019 and found the drainfield meets MOA absorption requirements for a 2 -bedroom home (see attached conditional COSA). It should be noted that the east drainfield was filled to 100% and did not drop during a 3 hour recover period. Per the request of the owner, the existing septic tank is to be replaced with a conditional COSA addressing several deficiencies associated with the system. They are listed as follows: • The flow diverter must be repaired and/or replaced • The east drainfield does not have adequate soil cover. The contractor must confirm insulation over the drainfield. If it does not have insulation, insulation and/or soil cover must be added • The mound does not have 3:1 slope. Soil cover must be added to meet MOA mound slope requirements. • Various pipes are broken and need to be cut so that a watertight cap may be placed over the vent. • The existing drainfield encroaches on surface waters to the south; we request that your department issue a variance form drainfield to surface waters to the south from 100 feet down to 85 feet. The area between the existing bed and surface waters is heavily vegetated. In addition, this encroachment has likely existed for the life of the system. In addition, during a site visit on 11/22/2019 it was determined that the outlet of the tank is lower than the east drainfield. This was verified on 12/12/2019. It was also determined that the foundation cleanout invert is lower than the existing drainfields. In short, a gravity flow septic tank could not be installed without replacing the east drainfield at a lower elevation. Given that the design states the drainfield would be installed at grade, it seems reasonable to assume that if the drainfield were lowered, it would not meet MOA code required separation to groundwater. Therefore, we are proposing to decommission the existing septic tank and install a new 1500 -gallon EPDXY coated steel STEP tank. In addition to the design, the record drawing for the profile of the bed is attached. Once the new tank is installed, the record drawings for the STEP tank will be submitted. We are unaware Mf any adverse impacts this installation and/or waivers would have on adjacent wells or septic systems. If yop hp4e any questions, please contact us at 337-6179. Thank you for your assistance. 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com -----------�------------\------- 1 I I 1 0' W LL D I I � 1 \ VACANT TRAILS END; BLOCK 2, LOT 12 TRAILS END; BLOCK 2, LOT 13 TRAILS END; BLOCK 2, LOT 11 VACANT VACANT CSEPTIC ARE�D / AWWfS / / I I I 1 HIDEAWAY FOREST; BLOCK 1, LOT 3 I\ I \ I \ 1 \ \El I \ —rt -----------1 \ / / 20' DRNNAGE fwsEuar SLY FOX; LOT 3 & 4 / I I 1 TRAILS END\ BLOCK 2, LOT 1Vl I 100'tyE�� I SDI S I 1 I I I I I 1 TRAILS ENO; BLOCK 3, L(6T 5 UNDE\/ELOPED STREET \TRAILS END; BLACK 8, LOT 1 TRAILS END; BLOCK 8, LOT 2 VACANT IN GARNESS ENGINEERING GROUP, Ltd ENGINEERING o SALES o CONSULTING 3701 E. TUDOR ROAD, SUITE 101 - ANCHORAGE, AK 99507' PH(ME (907) 337-6179' FAX (907) 338-3246 • WEBSITE: w .gamessenginee0ng.Gom PREPARED FOR: DAVID SVENDSEN PROJECT/LEGAL DESCRIPTION: SLY -FOX; LOT 1 TYPE OF WORK: � SEPTIC SYSTEM DESIGN UPGRADE PHONE NUMBER: 206-434-1585 PAGE NUMBER: 1 OF 2 DRAWN BY: D.J.G. DATE: 12/16/2019 EXISTING FD AND C/O; SEE I EXISTING TANK TO BE DECOMMISSIONED PER UPC; INSTALL NEW NOTE ON SEPTIC TANK ANCHORAGE TANK 1500 GALLON EPDXY COATED STEEL STEP TANK; ' CONVERT TO D3034 10' PRIOR TO FS AND REPLACE EXISTING FS APPROXIMATE LOCATION OF EXISTING O O / DRAINFIELDS; CONFIRM INSULATION OVER DRAINFIELD OR ADD SOIL COVER AND/OR INSULATION TO MEET F O CO MOA COVER REQUIREMENTS Co 8® EXISTING 2 CO° CO BEDROOM oMT HOUSE 10, uC l�� I y��� _Jllmi • :: % OCG MT2 co \ DRIVEWAY APPROXIMATE LOCATION OF \ PONDING WATERS DRA NAGE ASEMENT- SEED SIGN 85' WAIVER REQUEST 1 •� ' - 1 NARRATIVE FOR WAIVER REQUEST ' I WITH ABSORPTION FIELD I SHEDS \ — \ 20DRAINAGE EASEMENT \ AA— N ---- SCALE: 1"=40' GARNESS GEG, Ltd. HAS AN 8 PAGE SPECIFICATION LETTER ENGINEERING o SALES o CONSULTING NOTE: THE CONTRACTOR THAT PERTAINS TO THIS DESIGN. BY PROCEEDING P HONE NUMBER: SHALL HAVE THE NORTH FORWARD WITH THIS INSTALLATION, THE 206-434-1585 EASEMENT FLAGGED BY A ENGINEER, WELL DRILLER, CONTRACTOR AND DRAWN BY: REGISTERED LAND SURVEYOR PROPERTY OWNER AGREE THAT THEY HAVE D.J.G. TYPE OF WORK: PRIOR TO CONSTRUCTION. RAD THESE SPECIFICATIONS AND AGREE TO DESIGN OF SEPTIC TANK UPGRADE 12/16/2019 TRAILS END; BLOCK 2, LOT 14 ACCEPT THE TERMS AND CONDITIONS OUTLINED. VACANT TRAILS END; BLOCK 2, LOT 13 VACANT EXISTING FD AND C/O; SEE I EXISTING TANK TO BE DECOMMISSIONED PER UPC; INSTALL NEW NOTE ON SEPTIC TANK ANCHORAGE TANK 1500 GALLON EPDXY COATED STEEL STEP TANK; ' CONVERT TO D3034 10' PRIOR TO FS AND REPLACE EXISTING FS APPROXIMATE LOCATION OF EXISTING O O / DRAINFIELDS; CONFIRM INSULATION OVER DRAINFIELD OR ADD SOIL COVER AND/OR INSULATION TO MEET F O CO MOA COVER REQUIREMENTS Co 8® EXISTING 2 CO° CO BEDROOM oMT HOUSE 10, uC l�� I y��� _Jllmi • :: % OCG MT2 co \ DRIVEWAY APPROXIMATE LOCATION OF \ PONDING WATERS DRA NAGE ASEMENT- SEED SIGN 85' WAIVER REQUEST 1 •� ' - 1 NARRATIVE FOR WAIVER REQUEST ' I WITH ABSORPTION FIELD I SHEDS \ — \ 20DRAINAGE EASEMENT \ AA— N ---- SCALE: 1"=40' GARNESS ENGINEERING GROUP, Ltd ENGINEERING o SALES o CONSULTING 3701 E. TUDOR ROAD, SUITE 101 -ANCHORAGE, AK 99507' PHONE (907) 337-6179' FAX (907) 338-3246 • WEBSITE: www.gamessengineedng.com PREPARED FOR: P HONE NUMBER: PAGE NUMBER: DAVID SVENDSEN 206-434-1585 2 OF 2 PROJECT/LEGAL DESCRIPTION: DRAWN BY: SLY -FOX; LOT 1 D.J.G. TYPE OF WORK: DATE: DESIGN OF SEPTIC TANK UPGRADE 12/16/2019 A *� ••¢ �* LO....... ...�i .......... 0 ..... ...........................0 C 53 .1 A AV• LICENSE #AECC884 / Municipality of Anchorage On-Site Water and Wastewater Section • (907) 343-7904 Page 1 of 4 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: SW940259 PID Number: 015-191-62 Dwelling: ❑■ Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ❑ Upgrade Name DAVID SVENDSEN ABSORPTION FIELD ❑ Deep Trench ❑ Wide Trench ❑ Bed ■❑ Mound ❑ Other Site Address 11400 COBRA STREET *ANCHORAGE, AK Phone Number of Bedrooms Soil Rating ITotal depth from original grade 206-434-1585 2 0.5 GPD/SF *SEE LETTER Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade SEE LETTER Ft. Gravel depth beneath pipe SEE ATTACHED 16 Ft. Subdivision Block Lot* SLY-FOX; LOT 1 Fill added above original grade *SEE DESIGN Ft. Gravel length *30 & *30 Ft. Township Range Section - Gravel width *15 & *15 Ft. Beds: Number of Lines 3 (ASSUMED) Distance between lines UNK Ft. SEPARATION DISTANCES ToTotal From Septic Tank Absorption Field Lift Station Holding Tank Sewer Line absorption area *900 Ft2 Number of trenches - Dist. between trenches - Ft. Well 1001+ 100,+ 25�+ TANK ❑ Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Capacity Surface Water 100'+ *85'-I- Gal. Material Number of compartments Lot Line 5'+ 10'+ NA Foundation 5'-I- �'.� LIFT STATION Manufacturer Capacity Remarks -SEE ATTACHED ENGINEERING LETTER FOR TANK REPLACEMENT Gal. SEPTIC TANK IS BEING REPLACED - SEE ATTACHED DESIGN Alarm location Electrical installed by Installer UNKNOWN PIPE MATERIAL House to tank * Tank to * drainfield Drainfield * CO/MT* Inspector UNKNOWN BENCH MARK (Assumed elevation) 96.75 ft Inspection es: 15' `8/5/94 2nd *8/13/94 3d - 4'h - Location and description BOTTOM OF SIDING AT HOSE BIB ON-SITE WATER AND WASTEWATER SECTION APPROVAL Conditional Approval: Date Engineer's Stamp oc��Fq��o4 oo .. -ION 00 �? H �....:... 9 ........... ..... .... ..... ....... .....� ey �O CE-7g 3 ness.- pia G o0 t. iJr, .L� #AEcca�a���oO000000o Septic System ec'e`� _ S I Approved h Aa,-W" t Yld CU_U Date 11-17-/q Noe this approv doe not Inc` ude well p mqu ents. (Rev 05/02/18) ARCEL ID PERMIT NUMBER: RECORD D RAW I N G P015-191 62 ER. SW930030 TRAILS END; BLOCK 2, LOT 12 VACANT TRAILS END; BLOCK 2,O TRAILS END; BLOCK 2, LOT 13 VACANT TRAILS END; BLOCK 2, LOT 14 GARNESS POSSIBLE 15X30 BED ORIENTATION; EXACT ORIENTATION IS UNKNOWN - GEG WAS NOT PRESENT FOR THE INSTALL AND ALL INFORMATION IS ASSUMED BASED UPON THE DESIGN IN MOA RECORDS AND ELEVATIONS SHOTS THROUGH EXISTING C/O STAND PIPE EXISTING SEPTC REPLACED - SEE ATTACHED PACKAGE FOR TANK TO BE DESIGN SEPTIC TANK — PREPARED FOR: PHONE NUMBER: PAGE NUMBER: DAVID SVENDSEN 1-206-434-1585 2 OF 5 LEGAL DESCRIPTION: DRAWN BY: SLY -FOX; LOT 1 D.J.G. TYPE OF WORK: DATE: ,.- SEPTIC SYSTEM RECORD 01 CO CO o oCO3 O 6 / oMT I \ C04 M o ti. I .A 85' WAIVER REQUEST \ 1 1 APPROXIMATE LOCATION OF SURFACE \ l WATER NOTED ON 11/22/2019 ❑ I I / N \ / SCALE: / 1" = 40' GARNESS ENGINEERING GROUP, Ltd ENGINEERING oSALES oCONSULTING, 3701 E. TUDOR ROAD, SUITE 101 -ANCHORAGE, AK 99507' PHONE (907) 3376179' FAX (907) 33"246' WEBSITE: _gam_.gNeenng._ PREPARED FOR: PHONE NUMBER: PAGE NUMBER: DAVID SVENDSEN 1-206-434-1585 2 OF 5 LEGAL DESCRIPTION: DRAWN BY: SLY -FOX; LOT 1 D.J.G. TYPE OF WORK: DATE: ,.- SEPTIC SYSTEM RECORD DRAWINGS 11/25/2019 ,v 7111 ��•�� 14� ... ..............., go . . ......................... i Je ey . mess _: CE -7 53 C16(......� "'• � ZPI t7,t,G ♦ F .... Q`� '� ;E�1 PROFESS\6�t44� RRA 111�`aaw* / PERMIT2PARCEL NUMBER:SW94059 RECORD DRAWING 015-191-62 EAST BED GEG WAS NOT PRESENT DURING THE INSTALLATION OF THE SYSTEM; RECORD DRAWINGS WERE CREATED FROM ELEVATION SHOTS TAKEN IN 2019 THROUGH THE EXISTING CO'S AND MTS. NO EXCAVATION WAS PERFORMED - PER MOA RECORDS INSPECTIONS WERE "CALLED IN" IN 1994 MT CO TH#1 BOTTOM OF MTI = INVERT OF C/O 3 = 91.07 SAND FILTER - USED FOR LEVELING PER DESIGN; TOTAL DEPTH OF SAND IS UNKOWN 5' WIDE PER DESIGN RELATIVE ELEVATION OF BOTTOM OF TESTHOLE = 80.47 (ASSUMED 10 FEET FROM BOTTOM OF MT TO BOTTOM OF TESTHOLE - DESIGN STATED THAT THE TOP OF SAND WOULD BE AT GRADE (GW ASSUMED TO BE 83.47 - 7 FEET BELOW BOTTOM OF MT PER GWM READING ON 5/15/1994) CO GARNESS ENGINEERING GROUP, Ltd -_ - -^ ENGINEERING o SALES- CONSULTING L— - --� 3701 E. TUDOR ROAD. SUITE 101 ' ANCHORAGE. AK 99507 -PHONE (907) 3376179 -FAX (907) 33"246 -WEBSITE: vnvw. gamessengineenng.com PREPARED FOR: PHONE NUMBER: PAGE NUMBER: DAVID SVENDSEN 1-206-434-1585 3 OF 4 LEGAL DESCRIPTION: DRAWN BY: SLY -FOX; LOT 1 D.J.G. TYPE OF WORK: DATE: -,_ SEPTIC TANK PROFILE 12/16/2019 INVERT OF C/O 4 = 91.26 .. ***s%l j%4 OF I . * :..i.4Y..........��. �.;........y. ,.�....................� i �'JJ by .Gam s :��= # x •• E-79 20 411, LICENSE/1;:;`S":.� �• #AECC884 PERMIT NUMBER: PARCEL ID NUMBER: . S W940259 RECORD DRAWING 015-191-62 WEST BED GEG WAS NOT PRESENT DURING THE INSTALLATION OF THE SYSTEM; RECORD DRAWINGS WERE CREATED FROM ELEVATION SHOTS TAKEN IN 2019 THROUGH THE EXISTING CO'S AND MT'S. NO EXCAVATION WAS PERFORMED - PER MOA RECORDS INSPECTIONS WERE "CALLED IN" IN 1994 MT CO Ta#1 BOTTOM OF MT2 = 87.51 INVERT OF C/O 7 = 87.84 SAND FILTER - USED FOR LEVELING PER =SIGN; TOTAL DEPTH OF SAND IS UNKOWN 5' WIDE PER RELATIVE ELEVATION OF BOTTOM OF TESTHOLE = 77.51 (ASSUMED 10 FEET FROM BOTTOM OF MT TO BOTTOM OF TESTHOLE - DESIGN STATED THAT THE TOP OF SAND WOULD BE AT GRADE (GW ASSUMED TO BE 80.51 - 7 FEET BELOW BOTTOM OF MT PER GWM READING ON 5/15/1994) CO GARNESS ENGINEERING GROUP, Ltd ENGINEERING�SALES oCONSULTING -- 3701 E. TUDOR ROAD. SUITE 101 'ANCHORAGE. AK 99507 -PHONE (907) 3376179 -FAX (907) 338-3246' WEBSITE: www.aamessenaineenno.com PREPARED FOR: DAVID SVENDSEN LEGAL DESCRIPTION: SLY -FOX; LOT 1 TYPE OF WORK: � SEPTIC TANK PROFILE PHONE NUMBER: 1-206-434-1585 PAGE NUMBER: 40F4 DRAWN BY: D.J.G. DATE: 11/25/2019 INVERT OF C/O 5 = 87.85 .�\\\\\■111 i �.•' 1 AV 9 ..:. �.....�.. ..................:.... ........ .. ........... 0. ffre, a ness :c ♦ � E-7 53 � Z Ar Air ♦ F� ... �. LICENSE '111;;;;; #AECC884 ;��� �• / low Lot 11 HOUSE DETAIL Scale: 1 " = 30' I 10' UTILITY III I EASEMENTS I Lot 12 III Lot 13 I I I I I i N 89'59'30"E 302.32' SEPTIC PIPES I167.6' R ► + rn � M tr7 CD I • • W M L Lot I aI 49.985 S.F. Lot 3 z 10=UTIJiY EASEMENTS L Z — — — I ----— II I II S 89' SEE HOUSE DETAIL I I Lot 14 I 3�® N WOODEN FENCE 76.5' WELL . - � rrkDIUS cozo 10.2'x12.2' SHED 1 '.33' Lot 2 20' DRAINAGE / EASEMENT l 0 ` N 3 i Co — — — __J 1 PLOT PLAN AS BUILT X SCALE 1" = 50' GRID SW 2641 Project No. 19-624/A1 /� 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 Lang & ASS 0 C i a f e S 9 i n C, (907) 522-6476 Phone (907) 522-4625 Fax oo�� A���O Professional Land Surveyors ken®langsurvey.com o jonothan®longsurvey.com hereby certify that 1 have surveyed the following described property: .-iQQ'•.�-0� LOT 1, SLY -FOX SUBDIVISION (PLAT No. 74-144) o° q 9TH Q� Anchorage Recording District, Alaska, and that the improvements situated thereon are "( within the property lines and do not encroach onto the property adjacent thereto, that no Improvements on the property lying adjacent thereto encroach on the surveyed �^' :' KENETH NG. . .. premises and that there are no roadways, transmission lines or other visible U c+ _ G easements on said property except as indicated hereon. ? , c 0 �-PF '•.LS -5202.-- yJ4� Dated this the " Day of o�- , VI , of Anchorage, Alaska �p O O p�O�SSIONP& i3a It is the responsibility of the owner to determine the existence of any easements, �OOOOO�a covenants, or restrictions which do not appear on the recorded subdivision plat. AECC963 : MunicipaRty of Anchorage i Department of Health and Human Services 825 "L" Street Rick Mystrom. P.O. Box 196650 Anchorage, Alaska 99519-6650 Mayor 343-4744 July 26, 1995 David Svendsen 11400 Cobra Avenue Anchorage, Alaska 99516 1265 Subject: Lot 1 Sly -Fox Subdivision Permit #SW940259, PID #015-191-62 The subject permit, issued July 26, 1994 by this office for a single family well and/or on-site wastewater system, has expired as of July 26, 1995. A new permit must be obtained from this office for a well and/or on-site wastewater system NOT installed by the expiration date. If you have drilled the well, a well log must be sent to this office for documentation of the installation and to close the permit. If a licensed Professional Engineer has inspected the installation of the on-site wastewater system, the original as -built inspection report must be sent to this office for review, approval and documentation. All inspection reports must be submitted within 30 days of construction completion. When applying for a new permit, the fees are: $320.00 for an on-site wastewater permit; $120.00 for a well permit and $440.00 for a combined on-site wastewater and well permit. If you have any questions, please call this office at 343-4744. Sincerely, tAJames Cross, P.E. Program Manager On --site Services enc: Copy of Permit cc: Mountain Engineering PAGE 1 OF 2 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WASTEWATER DISPOSAL, SYSTEM PERMIT PERMIT NUMBER:SW940259 DESIGN ENGINEER:MOUNTAIN ENGINEERING OWNER NAME:SVENDSEN DAVID OWNER ADDRESS:11400 COBRA ST ANCHORAGE, ALASKA 99516 PARCEL ID:01519162 LEGAL DESCRIPTION: SLY -FOX LT 1 LOT SIZE: 49987 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONTRUCTI:ON OF: DISPOSAL FIELD /SEPTIC TANK SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: DATE :ISSUED: 7/26/94 EXPIRATION DATE: 7/26/95 1. THE ATTACHED APPROVED DESIGN. 2. ALL REQUIREMENTS SPECIFIED I:N ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80). 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICA'T'ION BY CALLING 343-4744 (24 HOURS) . 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: THE SAND USED IN THE FILTER LAYER MUST BE A CLEAN COURSE SAND WITH 4% OR LESS PASSING THE ##100 SIEVE AND 20 OR LESS PASSING##200 SIEVE. A SIEVE ANALYSIS MUST BE PROVIDED ON THE S �JSED OR IT �F� B13 OBTIkINED FROM A PRE -APPROVED SOURCE. / / I) / ) RECEIVED BY: ISSUED BY: L/ C644lq DATE:��/`�y DATE: ..^ 2 GGG7 T��� MOUNTAIN ENGINEERING 3868 Shannon Circle Anchorage, Alaska 99508 (907) 562-1500 DESIGN REVISION Project Scope : On -Site Septic System Design Revision Legal Description : Sly Fox, Lot 1 Date of Report: July 1, 1994 DESIGN NOTES A permit (# SW930030) was issued for the above referenced parcel based on our site plan dated 2/10/93. In February, 1994 the well was drilled to a depth of 170 FT. Please reference the attached Well Log. The property owner, David Svendsen, did not install the septic system before the permit expired oil 3/15/94. During the time since the permit was issued, Mr. Svendsen has slightly revised the desired location of the bed. Additionally, per the On -Site Services Section's Engineer Bulletin 94-3 of June 1, 1994, we would like to modify the design to narrow the bed width. For these reasons, attached is an application for a permit renewal, with a modified design. On October 24, 1993 we performed all additional percolation test/soils log (test hole #3) to the east of the previous test holes. Test hole #3 had a percolation rate of 9 min/inch, and after monitoring for eight months, the highest groundwater level observed was 7 FT. Because the other test holes had groundwater at 4.5 FT, we are proposing a similar mound, however it will be split in order to keep the width less than 15 FT. Note that we are proposing to place the eastern- most bed over the location of test hole 93. This is due to a desire to maintain a 20 FT separation from the house in the event that a foundation drain is installed around the perimeter of the house. Because the test hole was relatively shallow (and will have had nearly one year to settle before construction), we feel that any significant settlement which might occur has already taken place. With a percolation rate of 9 min/inch, the application rate is .5 GPD/SF. Based oil three bedrooms, the daily design flow is 450 gallons/day. The required area is thus 450/.5 = 900 SF. r Z O D C z -ypy.20-dr7,7 m0 2 m Z Vl 1r.7 ^ _ ala 2000 I i -. ` 11 l Z r Y _I A m m�ID� I 0 7107 y Z O o '/ 3 O N D X Z V 1� �' { 5 %J IZ Z m Tim p O— timmODW I I at�"6Ae 'r✓ m I Z y m �\ 1\\1110-.� .Zml MoomooD 'm;uDZ0I 1 I _ 4 �n\ n' in m D O D y \ O < _ 0 ; A 2 rn G7 I I J a� I✓ N O W m -M IMS r �/ >MOM Int O ZG-7-10 Z� D i O V \ O Z p p zl�l Aoo A' N o m apmv m oo0z M oo " 'm oo >D (- CA ZK M C m> A 0 Ay m � W - r � m c `I r m mm> CC x Z O m �1 i rh -� �- dam' °` p N O to I I �I N (A ® I ,/ I N I m m C m. 1 I D I \ A Mm- _ -0 Z+ fD D 0 Z A r o Q0 �l _ o o o r� G en I O --- / / / ��l _Q {�I O D m JA x m O• I I I -i DA In` �I,a r� 3m I Ao < VA 4o ��Ln r 0 m> O et \-4' 01 O- In p r `nnm r m �r In W V D O A COBRA STREET z m - p Mounttsh Lin&ssrMg, Anchorage, ADaeks 562-T000o ' (ENGINFEFrS 8 i P.: Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES n „1< W. r .e ort 825 "L" Street, Anchorage, Alaska 99502-0650 I\t?a _ 7760 SOILS LOG PERCOLATION TEST' PERFORMED FOR:.�I-I��N��e _ DATE PERFORMED: U/�3__ LEGAL DESCRIPTION: jLT f > (XJT Township, Range, Section: AMEVj,(UR(:TJ�7,ft� SLOPE SITE PLAN F —T—fes'--I f—i—rT—I--I—TTTT—I 1 -I 6 - ✓<� 7 - �O 10- 11 0 11 12 13- 14 51617 15- 16- 17 18- 19 20 COMMENTS — 51 L.:T Y 5 AT'J'P -,,/1 (;r" -V4 -,K, T^f) WAS GROUND WATER t V ENCOUNTERED? S IF YES, AT WHAT !•r) L 7) O DEPTH? P 11 ISfg3T— E Depth to Water Aller LtI' w "4-/ Monitoring? s IS gate: 'qI Reading Date Gross Time Net Depth to Net Time Water Drop "4 1G. to iL t 10 Lc� L �? 51S er5 4 PERCOLATION RATE �'� � (minutes/inch) FERC HOLE DIAMETER TEST RUN BETWEEN _ _ FT AND _- FT PERFORMED BY: 0�^+v'C'hl s^'s�i��.-J—_ 1 �'��✓1— CeC7,/S1'� CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: �) %- 72-008 (Rev. 4/85) 1201 Ramona St. 9951 ANCHORAGE' ALASIKA 844-7714 SIX INCH WATER WELL DRILLED -----------OUT TO THE DEPTH OF 170 Feet. DRILLED AT THE RATE OF 1!2L.),) —_ PER FOOT. Steel cal l.ng seated to 15` ft. PROPERTY OWNER _ "r. David Svendsen 2` 2-3943 LOCATION OF WELL SITE —Lt. Bl.';. Ziub. DRILLER Bernie Claus of RAMPART DRILL,iAG WORKS, KNELL. LOG: -• 13' Sandy fine wet gavel. 2`% ]� :na e •'.al i.n the formati nn. _13 - 54' A coarse gravel �iater:ial. About 3�% wet clay also. It should also be noted that at 15 feet there was a iirl-,nal anount of good water, but corning out of a red gravel. Indicating a very high iror, content. 54 - 122' A hardpan with coarse gravel.. 122 - 155' Fragmented roc':t material beginning to slew. An early form of conglonera.te. Steel casing seated '^ard int-) hard bedr-)ck at 155 ft. 155 - 170' Ila.rd bedrock with a very porous & broken material at 17:) ft. Good water rushing thru at that area & below was a comnletely broken up soft rock all the way to 135. The last 15 feet was ;,:ot usable footage. The best quality water is co^ri.ng un from 1:)' & cleared uo in four full. hours of Uumring. (We are very harry about t'. -at result & know that this Water Well will be a 1 --)ng term Well.. Water comes back un to 2L feet of surface. The recovery is fairly fast, 81 was running 5 gpn, only drongi.ng down to 4 gprn during the last hour of numning. A 1/2 horsepower submersible pump should provide the full amount the Well. is produc-i.ng. Pumo should be in- stall 20 to 3 feet off bottom. Sediment then will always stay at the botton of Well. (We guarantee good quality & quantity in this Well.) COST INCLUDES ALL LABOR AND MATERIAL FOI4 COMPLETION OF SAID DRILLING. U 300.3,) paid on this Well as of Jan. 18 1991; (Charge .for 1731) WRITE CHECK PAYABLE TO RAMPART DRILLING WORKS FOR THE SLIM OF _ �n THAN OU VERY MUCH. 0-kBERME C[.'A OFA AMPART DRILLING WORKS DATE February 14, 10')h �A TT �r a�-1g hag y��? p1}F1t�O� Thank you,, VrCEVCHARGE O F47�/:r%y PE1ii MONT�( WIL OBE ASSE"SED` ONf'�ASrP 0UE ACCOUNTS. � \ unicipa.lity of AnchorageCYR) Department of Health and Human Services Tom Fink, 825 "L" Street Mayor P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 March 15, 1994 David Svendsen 11400 Cobra Avenue Anchorage, Alaska 99516 1265 Subject: Lot 1 Sly -Fox Subdivision Permit #SW930030, PID #015-•191-62 The subject permit, issued March 15, 1993 by this office for a single family well and/or on-site wastewater system, has expired as of March 15, 1994. A new permit must be obtained from this office for a well and/or on-site wastewater system NOT installed by the expiration date. If you have drilled the well, a well log must be sent to this office for documentation of the installation and to close the permit. If a licensed Professional Engineer has inspected the installation of the on-site wastewater system, the original as -built inspection report must be sent to this office for review, approval and documentation. All inspection reports must be submitted within 30 days of construction completion. When applying for a new permit, the fees are: $320.00 for an on-site wastewater permit; $120.00 for a well permit and $440.00 for a combined on-site wastewater and well permit. If you have any questions, please call this office at 343-4744. Sin ergly, VV J n Smi , P. E. P ogram Manager n -site Services enc: Copy of Permit cc: Mountain Engineering MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW930030 DESIGN ENGINEER:MOUNTAIN ENGINEERING OWNER NAME:SVENDSEN DAVID OWNER ADDRESS:11400 COBRA ST ANCHORAGE, AK 99516 PARCEL ID:01519162 LEGAL DESCRIPTION: SLY -FOX LT 1 LOT SIZE: 49987 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: PAGE 1 OF 1 DATE ISSUED: 3/15/93 EXPIRATION DATE: 3/15/94 1. THE ATTACHED APPROVED DESIGN. 2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80). 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4329 OR 343-4681 AFTER BUSINESS HOURS 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: THERE MUST BE A TWO FOOT SAND FILTER INSTALLED AFTER THE ORGANICS HAVE BEEN EXCAVATED. RECEIVED ISSUED BY DATE: q _ DATE ]DESIGN CRITERIA AND NOTES Project Scope : Well and On -Site Septic System Design Legal Description : Sly Fox Subdivision, Lot 1 Date of Report: March 5, 1993 DESIGN CRITERIA This design is for a three (3) bedroom single-family on-site well and septic system. Two test holes were excavated at locations indicated on the attached site plan. Percolation rates were 8.7 min/inch and 11.1 min/inch for Test Holes #1 and 42 respectively. Water was encountered at 4.5 FT both during the testing, and at the end of the ground water monitoring period. Thus a mound system will be required to maintain the 4 FT minimum vertical separation distance between the bottom of the drainfield and the water table. Based on four bedrooms, the daily design flow is 3 X 150, or 450 gallons/day. The application rate (for both test holes) will be .5 Gal/Day/SF. The required area is thus 450/.5, or 900 SF. We have selected an area (45 FT X 20 FT) for the mound down -gradient from the proposed house. The bottom of the drainfield (bottom of the washed rock) will be at the existing grade. Prior to placing the drainfield, the approx. 6"-8" organic layer will be removed, and brought to original grade with a leveling course of clean sand. The septic tank will be a 1,000 gallon steel septic tank, with two compartments, Anchorage Tank or pre -approved equal. The lot slopes downhill to the west, and detailed topographical information is presented on the attached site plan. MOUNTAIN ENGINEERING Mark Pearson, P.E. T"ti oma_ ma�,ga o w Fi G,, • r ej ,'.,',. v � �' vwi 4 f z o 133U.LS VUBOO o v O a cn o - o� o 91 I a J o /V cn Ci 3i _ a O I, o w j w I I fn � m YQ Z a N a o --- - -- - -_ - --- o / F z - I--I\a--- - I 0 o I' D ro/ �w i an v 0 o i- >w 0 o00 I OO d Q I I I N I I wQj I I Np I ��I w ao0 I l Q I pvWi, / w O w p � 9z I o D wF- it _ II W O } !r O ZX> 1 �f lXKD �F- co KyQ awJ I I m \Ow I I WQ oqw �Jpw zoo /I o IZIW, m- I �oo Z ZQ / I1 Iii _ _cl a No I/ I o x W ,It �I j ,I/{ / J w � � N \ w <O O O 1 a W W \ ) F :2c>o w F H I I ZFr�}'o w N W I I wo o<Fa / QZ Q V wl I/II 0w wa aOoz:QoN / w w) — Qf g z d VNm Z w p JLJO W MW Z O � ::i 0< KF -JW OO K::) Q 0 Z J Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR: DATE PERFORM Township, Range, Section: LEGAL DESCRIPTION: ✓V1 YVX, DEPTH (FEET) II C7(LL.rF4�JlGS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 COMMENTS L- I-"- >A -t A D v✓I &17 AKL, -'%. SLOPE WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT Y DEPTH? T Depth to ftar Aller t Monilering? �,� Dale: If SITE PLAN PBARSON CF. - 7760 Reading Date Gross Time Net Depth to Time Water Net Drop t 2 0ills- I�,`O Ia AFF sqs 2s S� — 1`l_ ss_ PERCOLATION RATE `''' _ (minutes/inch) PERC HOLE DIAMETER bu TEST RUN BETWEEN FT AND —1_ FT PERFORMED BY:/vd C�`�.�n Y ry j_ .�"�5,�, GERIIFY �T�H,AT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:-J1LtslR'2 72-008 (Rev. 4/85) i u Municipality o1 Anchorage q-1. DEPARTMENT OF HEALTH & HUMAN SERVICES ; 625 "L" Street, Anchorage, Alaska 99602-0650 ; -19 c� r,,, .,:;_ �,/. PE"2'0N SOILS LOG — PERCOLATION TESTc '/60 PERFORMED FOR: _ DATE PER FORMED: LEGAL DESCRIPTION: �L'`C �v,>v (orr I Township, Range, Section: DEPTH SLOPE SITE PLAN (FEET) 1- N 2- 3 - 511�Ty ! pPg4 D 5- wl&?" 2 7- 8 grip 9- 10- 11 - 12- 13- 14- 15- 16- 17 18- 19- 20- COMMENTS 8- 1920 COMMENTS D ■"A min IF YES, AT WHAT DEPTH? Depth to Water AINU[y ,, , Monitoring? 14 — Date: Reading Date Gross Time Net Depth to Time Water Net Drop - bo_ t p �_ _—� -- p Lb I q 11 n 3. 4 PERCOLATION RATE ���_ (minutes/inch) PE'RC HOLE DIAMETER TEST RUN BETWEEN_ FT AND --�- _ FT PERFORMED BY: www��_ I 11V \zz— �e— �6s,2' CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: CL � 72-008 (Rev. 4/85) W{�0-rf✓i 2� ��%��Cr C��k�SC��C2�N T EA�-s ks-� 0 1'200 s `.:3� r:c 0 Tye FvC- '-1—I-F E v vv G 2s t L N� C-QQ NVnr-L-- V� P ©tr-7 s ry M1—/ s.oQ N -rnc (0 1: Nl w c, sLk--'-\ 1.\ D A.-5 5 V (2.0 S -1 �, 1-�.-L1 h e- r= -cm. P 1-.1 ea N (.-C- X29 C2( C�ua i fes. ID -"GT Ez�ll�t� -A o-, l-1 Municipality of Anchorage On -Site Water and Wastewater Program (907) 343-7904 A F E -.!�o Certificate of On -Site Systems Approval Parcel I. D.015-191-62 1. GENERAL INFORMATION: Complete legal description Sly Fox; Lot 1 Location (site address) 11400 Cobra Street *Anchorage, AK Current Property owner(s) Mailing address Real Estate Agent 2. TYPE OF DWELLING: M Single Family (w/wo ADU) F -I Duplex F -I Multiple Dwellings (Single Family and/or Duplex) Expiration Date: June- I �ff � as 0 Day phone Day phone 3. NUMBER OF BEDROOMS: 2 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well Individual N Individual Water Storage 0 Holding Tank 1771 Community Class Well 1771 Community 0 Public Water System 1-71 Public Sewer F-1 WaiverNariance request for: bfO,'M�'e.Q ' b SU-40ce- LZ0.A-_V- _O 5 Received by: COSA to be released to the engineer, unless otherwise requested by the engineer. Date: Go COSA Fee $ '5so --� 290 Waiver Fee $ 900 Date of Payment fg-f7-f9 Ck Date of Payment 1�47_fq C/k 23% Receipt Number O7 6 1� L9 Receipt Number 2 44 1,7,0 COSA # 05C f9159 y Waiver #, O'sV 19 f /09 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. 6. DSD SIGNATURE n System #1 Approved for oC bedrooms System #2 Approved for bedrooms Disapproved Conditional approval for bedrooms, 40 Jejfre`, A. ;orhess., -E-79)53 �o f ess!on°moo #AECC884 OF ( 41, ON-SITE WATER AND with the following st9itiWSTt`V, jATER Z,:, PRQG' AM /1�1J IV SERV ' 11SN By: Nvx Original Certificate Date: 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 COSA Checklist Legal Description: SLY -FOX; LOT 1 If more than 1 septic system on lot: COSA Checklist # A. WELL DATA F0 Well log is filed with Onsite (or attached) Date drilled 2/14/94 Total depth 170 ft Cased to 155 ft 9 Sanitary seal is functioning correctly 0 Wires are properly protected Casing height (above ground) 18+ in. Date of flow test for COSA 11/22/19 Static water level at beginning of test 18.4 ft. Comments B. TANK DATA Age of tank(S) NEW years Tank type/material STEP/HDPE Measured operating fluid level in septic tank NEW 01 Standpipes/foundation cleanout per record drawing Date of pumping NEW D. ABSORPTION FIELD DATA Which system tested (date installed) 8/1994 OR ALL standpipes present per record drawing Total measured depth from grade 4.4+ ft (max) Measured depth to pipe invert from grade 3.2+ ft (min) ❑ N/A — pressurized field ❑ Monitor tubes go to bottom of effective. If not, state depth into effective 0.34 Parcel ID: 015-191-62 of Structure served by this system Well production at time of test 6.0+ gpm Water storage tank volume N/A gallons Well disinfected for coliform test? ❑ Yes Q No 01 Coliform bacteria is Negative Nitrate 2.09 mg/L ❑ Nitrate less than MRL (ND) Arsenic ug/L 0 Arsenic less than MRL (ND) Collected by GEG Date of Sample 1/419 C. LIFT STATION 1J ❑ Required maintenance completed Age of lift station 0 years Lift station material HDPE Comments: Adequacy test date 11/22/19 Results ED Pass For 2 bedrooms Fluid depth prior to test *DRY in Water added 1246 gal New depth 0 in Elapsed time 0 min FE-1Code-requiredsoil cover over field Final fluid depth 0 in ❑ System presoaked Absorption rate 300+ gpd (Required if vacant for greater than 30 days prior to Any rejuvenation treatment (past 12 months) NO date of test) N/A Gallons introduced N/A gallons If yes, enter date Comments/Deficiencies: RESULTS ARE FOR WEST DRAINFIELD; EAST DRAINFIELD LIQUID LEVEL DID NOT DROP FOR A 180+ MINUTE PERIOD AFTER BEING FILLED TO 100% COSA Checklist yellow sheet L't-j eat ! t_ A 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' 0✓ Yes Community Sewer Manhole/Cleanout > 100' 0✓ Yes if No ft ❑✓ Yes if No ft Neighboring Tank > 100' [✓ Yes if No ft Private Sewer/Septic Line > 25' M Yes if No ft Absorption Field on Lot > 100' P/1 Yes if No ft Holding Tank > 100' M✓ Yes if No ft Neighboring Absorption Fields > 100' ❑✓ Yes if No ft Water Main > 10'✓Q Animal Containment > 50' E✓ Yes if No ft 0✓ Yes if No ft ✓Q Yes if No ft Water Service Line > 10' Yes if No Manure/Animal Excreta Storage > 100' If septic tank is under driveway Community Sewer Main > 75' R Yes if No ft 0 Yes if No ft From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' 0✓ Yes if No ft Surface Water > 100' Yes if No ft Property Line > 5' Water Service Line > 10' Yes if No ft Wells on Adjacent Lots: ❑ Yes Absorption Field > 5' ft Yes if No ft Private Wells > 100' ❑✓ Yes if No ft Water Main > 10'✓Q Yes if No ft Community Wells > 200' ✓Q Yes if No ft 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' 0✓ Yes if No ** ft If absorption field is under driveway comment below Property Line > 10' 0✓ Yes if No ft Wells on Adjacent Lots: Water Main > 10' 0 Yes if No ft Private Wells > 100' El Yes if No Water Service Line > 10' Yes if No ft Community Wells > 200' n Yes if No Surface Water > 100' ❑ Yes if No *85'+ ft F. ENGINEER'S COMMENTS *WR#OSV191100 "EXACT ORIENTATION OF DRAINFIELD IS UNKNOWN -IT IS ASSUMED TO BE 10'+ FROM THE HOUSE FOUNDATION AND 5'+ FROM DECK POSTS G. ENGINEER'S CERTIFICATION I certify that / 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 ®Municipality of Anchorage On -Site Water and Wastewater Program (907) 343-7904 C'0"tc0c Certificate of On -Site Systems Approval �2. Parcel I. D.015-191, 32' C' SA7 ETV Expiration Date: 62-1—,-_), d 2C/ 1. GENERAL INFORMATION: Complete legal description Sly -Fox; Lot 1 Location (site address) 11400 Cobra Street *Anchorage, AK Current Property owner(s) David Svendsen Day phone 1-206-434-1585 Mailing address Real Estate Agent Day phone 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex g � ❑ Multiple Dwellings (Single Family and/or Duplex) DEC r 1Q;y 3. NUMBER OF BEDROOMS: 2 <<�, O�6gLg 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ® Individual Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ WaiverNariance request for: DRAINFIELD TO SURFACE WATERS Distance: 85 FEET Received by: COSA to be released to the engineer, unless otherwise requested by the engineer. Date: _ C COSA Fee $ alRd — = �� �" Waiver Fee $ q6D " Date of Payment 23?(, Receipt Number q(o/2O COSA# V 5Ct )'�jy Date of Payment la --I"1-161 C.k Receipt Number 2 `l (a/ 2 Waiver # OSy I q t 100 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 Engineerinq 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: i Z If qJ19 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. 6. DSD SIGNATURE System #1 Approved for bedrooms System #2 Approved for bedrooms Disapproved Conditional approval for Z 0 P� /...If/A%%-� hi *� �JTH �* J. 9.... ........, Jai bedrooms, with the following sti -t- M ,-V,-d r d044 Garne s: �F e s's WATER AND WASTEWATER �^ PROGkAM y C<5.:s SE G NN Jl•).t *Ia�l��ull� Original Certificate Date: 12= Zro 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 COSA Checklist Legal Description: SLY -FOX; LOT 1 Parcel ID: 015-191-62 If more than 1 septic system on lot: COSA Checklist # of Structure served by this system A. WELL DATA ❑ Well log is filed with Onsite (or attached) Date drilled 2114194 Total depth 170 ft Cased to 155 ft ❑ Sanitary seal is functioning correctly ❑ Wires are properly protected Casing height (above ground) 18+ in. Date of flow test for COSA 11/22/19 Static water level at beginning of test 18.4 ft. Comments Well production at time of test 6.0+ gpm Water storage tank volume N/A gallons Well disinfected for coliform test? ❑ Yes ❑ No FOR Coliform bacteria is Negative Nitrate 2.09 mg/L ❑ Nitrate less than MRL (ND) Arsenic ug/L ❑ Arsenic less than MRL (ND) Collected by GEG Date of Sample 11/14119 *SEE ATTACHED DESIGN -CONDITIONAL COSA B. TANK DATA. C. LIFT STATION Age of tank(s) years ❑ Required maintenance co Tank type/material Age of lift station ye Miasured operating fluid level in septic tank * Lift station material ❑ Standpipes/foundation cleanout per record drawing Comments• �- Date of pumping N/A **SEE ATTACHED RECORD DRAWINGS REGARDING SOIL COVER OVER FIELD COSA Checklist yellow sheet SEE ATTACHED DESIGN LETTER FOR SEPTIC TANK WHICH D. ABSORPTION FIELD DATA ADDRESSES THE DEFICIENCIES OF THE DRAINFIELD Which system tested (date installed) $11994 Adequacy test date 11/22/19 ❑ ALL standpipes present per record drawing Results 17 Pass For 2 bedrooms Total measured depth from grade **2.8+ft (max) Fluid depth prior to test *DRY in Measured depth to pipe invert from grade ** ft (min) Water added 1246 gal ❑ N/A — pressurized field 0 New depth in ❑ Monitor tubes go to bottom of effective. If not, state 0 depth into effective 0.34 Elapsed time min p ❑ Code -required soil cover over field Final fluid depth 0 in ❑ System presoaked Absorption rate 300+ gpd (Required if vacant for greater than 30 days prior to Any rejuvenation treatment (past 12 months) NO date of test) Gallons introduced N/A gallons If yes, enter date N/A Comments/Deficiencies. RESULTS ARE FOR WEST DRAINFIELD; EAST DRAINFIELD LIQUID LEVEL DID NOT DROP FOR A 180+ MINUTE PERIOD AFTER BEING FILLED TO 100% **SEE ATTACHED RECORD DRAWINGS REGARDING SOIL COVER OVER FIELD 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 if No Community Sewer Manhole/Cleanout > 100' ❑✓ Yes if No ft M Yes if No ft Neighboring Tank > 100' ❑✓ Yes if No ft Private Sewer/Septic Line > 25' ❑✓ Yes if No ft Absorption Field on Lot > 100' ❑✓ Yes if No ft Holding Tank > 100' ❑✓ Yes if No ft Neighboring Absorption Fields > 100' Animal Containment > 50' ❑✓ Yes if No ft ❑✓ Yes if No ft Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' ❑✓ Yes if No ft 0 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' 0 Yes if No ft Wells on Adjacent Lots: Water Main > 10'✓❑ Yes if No ft Private Wells > 100' Yes if No Water Service Line > 10' ❑✓ Yes if No ft Community Wells > 200' ❑✓ Yes if No Surface Water > 100' ❑ Yes if No *85'+ ft F. ENGINEER'S COMMENTS *SEE ATTACHED DESIGN LETTER FOR SEPTIC TANK WHICH INCLUDES THE WAIVER REQUEST FOR THE EXISTING DRAINFIELD **EXACT ORIENTATION OF DRAINFIELD IS UNKNOWN - IT IS ASSUMED TO 10'+ FROM HOUSE FOUNDATION & 5'+ FROM DECK POSTS G. ENGINEER'S CERTIFICATION 1 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 ft fil Wilco Contractors 16701 Ransom Ridge Anchorage, Alaska 99516 Name/Address David Svendsen 1140 Lobra Street Anch. Ak. 99507 — - - — ------ - _._... -- Date Estimate No. Project 12/19119818 _—�-----.-._-..-- I sales Item Description Installation of new 1500 gallon steel epoxy coated step septic tank. This estimate includes electrical,all materials, tan k,survey, labor, equ ipm ent and adding more dirt to south end fields.lt does not include landcsapeing or tank pumping. Wilco Contractors will complete this job in a timely manner for the sum of sixteen thousand seven hundred fifty dollars. ($16,750.00). Payment will be as follows: 25% down ($4,187.50) and infull upon completion. This can be withdrawn by us if not accepted within 30 di - Cost ...... _ 16,750.00 Estimate ---- ............ ._._ Total 16,750.001 Escrow Holdback Request Loan Number: 0102045993 Subject Property: 11400 Cobra Street Borrower Last Name: Woodruff Anchorage, AK 99507 Escrow Setup: Escrow Required Completion Date: 06/01/2020 Escrowed Funds Provided By: Borrower: Seller: X Request to hold funds for the following repairs: • Installation of new 1500 gallon steel epoxy coated septic tank. Includes electrical, materials, tank • updated as built Escrow Calculation: Bid Completed By: Contractor bid X, Z Total Bid Amount: i „�t�(j1 �� 2— (Using the largermf the two bids provided, multiply the total estimated bid by 2 to calculate total bid amount) $.35,330.00 f Appraisal: Re -Inspection Fee: $ 150.00 V �'e Aej(j �%� 19w'j r Total Funds Escrowed: (Total Funds Escrowed will be held at closinel $ 35.420.00 Underwriter Approval: Date:// 1 a — ( ) Senior Management Approval (if Applicable): ** Attach all bids / email approvals / additional documentation as applicable ** Funds will not be released until Final MOA Approval.