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HomeMy WebLinkAboutALFONSO LT 29AOnsite File Alfonso Lot 29A PID# 051-281-90 (Rev 05iuzri 8) Municipality of Anchorage On-Site Water and Wastewater Section • (907) 343-7904 Page 1 of 3 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP211414 PID Number: 051-281-90 Dwelling: ❑■ Single Family (SF) ❑■ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ❑■ Upgrade Name Troy & Valerie Call ABSORPTION FIELD ❑ Deep Trench R1 Wide Trench ❑ Bed ❑ Mound Site Address 16243 Shims Street, Eagle River, AK 99577 ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 244-9612 71 4 1.0 GPD/SF 8.4 / 8.1 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 7.9/7.6 Ft. Gravel depth beneath pipe 0.5/0.5 Ft. Subdivision Block Lot Alfonso 29A Fill added above original grade 0.5/0.8 Ft. Gravel length 63 / 60 Ft. Township Range Section Gravel width 5.0 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 615 Ft2 2 >6 Ft. Well >100' >100 N/A N/A >25' TANK Fm] Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Greer Tank Capacity 1250 Gal. Surface Water >1 >100' N/A N/A Material Plastic Number of compartments 2 Lot Line >5' *8' N/A N/A NA Foundation> 1 0' > 1 0' N/A N/A LIFT STATION acturer Capacity Remarks *See Waiver Gal. Alarm location al installed by Installer PIPE MATERIAL House to tank D3034 drainfield Tank to D3034 Denali Excavating Drainfield D3034 CO/MTD3034 Inspector J. Millette BENCH MARK (Assumed elevation) 100 ft Inspdiect 15' 10/27/21 10/28/21 Location and description Sn 11/2/21 2�d Bottom of siding of main home Yd 4`h ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp Conditional Approval: ........... Date 1� ® •e �z ;' A......9th ...a........ ..1,?T..i..... io .........un..... `� ;MICHAEL E. ANDERSON Septic Syste Approved No.CE-4381••' Zs ®®♦ Date f / ZZ ♦ F''••.. 1/11/22 ,..••'c���� . iFQ •............• • Note: this approv does not include well permit requirements. �411®"'R®awwet�� �+ (Rev 05iuzri 8) m UD vJ �0 V ) z 0 J Q (/)U- 0 w u_i 30 ¢ o "� L2i�_ LL > w � to n~- � t 1L01 Oi-i A w Z>-�o=� Au-iin J d_ ZU U F- Q - � CL CL — --- Q C) < U z ~ U O U 0 H M� C) a. Y a M \ N S i"' Z D co >- `` H ~ z C Z Q O \\ ®S 2Ez�0 -1z ,may N \\ O VTiJ r U LCL U 0 �- Z ONE \\ Q (D ® OQQ� - C,C) LO cli �awo N \ N 3 oizU LO O z H C) � w N S UU cn+® S Q u- W O _ �- / w� o o zr) z LL \S�'.. N O 1- oX a LU o 0 Q. ioo �e o �m �- x = F- 0 (D za Q -1 0 ) ir ZO I co W o Cl) ( , U) U , H a LU 0 O J0 J w 0 j r w SOU r- ?�: O -U) j CV 0 1 0-N ` a 0 C) ~ w a W 0 l LL (D _j i— Zo p W O x z x o W List=RAI ISV'--] ---� 1� 1 ,O I _ I j }{ .�� 1���I1S SNIHS W o w t z t LL. O 0 LU C/) O 0- U) 230 06 LU o Q LL, 0 0 U :EW W m Qm O L7 U m H U) U Q w Oz H �oLU 0w> w Z U � co W2- W I- F- U O> w Z W W J O m z O 0 U 0 Z U , o 00 � OUNU-LL- 2E Mws ryD W 1 vJ Q Z w LU LL 0 V- ALFONSO SUB, LOT 29A PERMIT # OSP211414 PID # 051-281-90 of- .---,,,WEST TRENCH O U:2 U 99.9 FINISH GRADE 99.4 ORIGINAL GRADE 11 fill 91 .5 DRAINFIELDROCK 91.5 91.0 MOA APPROVED FILTER SAND 91.0 �- 88.9 88.9 -� I-• 63' NO GROUNDWATER 11/15/21 ~ 84.9 Of- EAST TRENCH � o 99.9 FINISH GRADE 99.1 ORIGINAL GRADE 91.5-11, DRAINFIELD ROCK 91.5 91.0 -",MOA APPROVED FILTER SAND 91.0 88.6 88.6 60' NO GROUNDWATER 11/15/21 84.6 PROFILE AS -BUILT (NO SCALE) SOILS LOG AND PERCOLATION TEST ENGINEERING LEGAL DESCRIPTION: ALFONSO, L29A PERFORMEDFOR: TROY & VALERIE CALL DATE: 10127121 PROJECT No.: PARCELID#: 051-281-90 TECHNICIAN: J. MILLETTE DEPTH TEST HOLE 1 (feet) 1 2 3 4 s 6 11 12 13 15 16 17 18 19 20 SLOPE ML W/ TRACES OF SM WAS GROUND WATER ENCOUNTERED? NO IF YES a WHAT DEPTH? DEPTH TO WATER AFTER MONITORING: DATE OF MONITORING: I ,J MUGM (GRAVELY SILT) 1 DATE READING GROSS TIME (MINUTES) NET TIME (MINUTES) DEPTH To WATER (INCHES) NET DROP (INCHES) 1 2 3 4 5 6 PERCOLATION RATE: (MIN/INCH) PERC. HOLE DIA.(INCHES) TEST RUN BETWEEN: FT. and FT. COMMENTS: *NO PERCOLATION TEST OR WATER MONITORING PERFORMED. joSOILS LOG AND PERCOLATION TEST ENGINEERING LEGAL DESCRIPTION: ALFONSO, L29A PERFORMEDFOR: TROY & VALERIE CALL DATE: 10127121 PROJECT No.: PARCEL ID#: 051-281-90 TECHNICIAN: J. M ILLETTE DEPTH TEST HOLE 2 (feet) 1 2 3 4 5 6- 7 8 9 10 11 12 13 14 15 16 17 18 1 SLOPE .ay.� GP/GW (POORLY GRADED SANDY GRAVEL) a . .4 3 COMMENTS: DATE READING WAS GROUND WATER ENCOUNTERED? NU NET TIME (MINUTES) DEPTH To WATER (INCHES) NET DROP (INCHES) IF YES a WHAT DEPTH? - L 1 12:20/12:22 DEPTH TO WATER AFTER MONITORING: NONE 16 / 6 16 6 16 m 2 DATE OF MONITORING: 11/15/21 (� 016 / 616 COMMENTS: DATE READING GROSS TIME (MINUTES) NET TIME (MINUTES) DEPTH To WATER (INCHES) NET DROP (INCHES) 10/27 1 12:20/12:22 2:190 16 / 6 16 6 16 2 12:23/12:25 2:20 016 / 616 616 3 12:26/12:28 2:18 0 6 / 616 616 4 12:29/12:31 2:21 016 / 616 616 5 12:33/12:35 2:21 0 0/ 6 0 6 16 6 12:38/12:40 2:19 0-1/6-1 / 6 16 6 16 PERCOLATION RATE: <1 (MIN/INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN: 4 FT. and 5 FT. Municipality of Anchorage - Ur.partment P.O. Box 196650 • 4700 Elmore Road Anchorage, Alaska 99519-6650 a (907) 343-7904 • Fax (907) 343-7997 http://www.muni.org/Onsite Development Services Division On -Site Water and Wastewater Program * * * * VARIANCE/WAIVER REVIEW * * * * Waiver#: OSV211097 COSA#: PID#: 051-281-90 Legal Description: ALFONSO LT 29A Engineer: Forge engineering Permit#: OSP211414 Your request for a waiver of the required 10 feet horizontal separation from the absorption field to the property line has been approved. The approved separation distance is 8.0 feet. This waiver approval applies to the existing absorption field only. Any future upgrade to the on- site wastewater disposal system will require all separation distances be met or another approval from this department. ............................................... ■ ............................. ■ 1 Waiver is Granted: X Waiver is not Granted: Date: 3 Z Approved by: Name of Review ........................... ■ ............................. ■ ■ ............... ■ **** VARIANCE/WAIVER REVIEW **** December 8, 2021 aE E E R I N G MOA Development Services On -Site Water & Wastewater Prograin 4700 Elmore Rd Anchorage, AK 99507 Subject: Alfonso, Lot 29A —16243 Shims Street Waiver Request Dear On -Site Services Engineer: PO BOX 240773 ANCHORAGE, AK 99524 522-7773 677-7766 (FAX) FORGECIVIL.COM Despite careful planning and layout, an absorption trench was installed 8' from the north property line at its closest point. All other separation requirements are met and no adverse impact to the neighboring lot to the north. is expected due to this encroachment. We therefore request a waiver to the 10' separation requirement for field to property line be issued. Sincerely, Michael E. Anderson, PE /" � I Z/Z3/7_ 1 035110 #225 Certified Drilling Log DOC CO dba BILL 8. COLE ;400"ULLIVAN WATER WELLS P.O. Box 670269, Chugiak, AK 99567 1568-2759 OWNER OF LAND:J Va��j ADDRESS: ' ', S "(26NC 9wC'('SCG) LEGAL DESCRIPTION P1fmso LGA �fl DATE: I C-).F�s„ 21 PERMIT NUMBER: off)? 2„y\a DATE OF ISSUE: TAX IDENTIFICATION NUMBER Oc312��`iZfQO� Is well located at approved permit location: Des []No Method of Drilling: ®air rotary ❑cable tool Depth of Well: `(0C)' Casing Type: Steel Wall thickness .250 inches Diameter: 6 inches, depth <j:�L� feet Liner type Static Water Level: feet Recovery Rate 1, —1.!5 FXJ gpm ❑ gph Method of Testing Air Well Intake Opening Type: ❑ open end open hole ❑ Screened Start feet Stopped ❑ Perforations Start feet Stopped Grout Type: Fftln )v-iI�e Volume: 5C-) Ib Depth: from - -�? feet, to L4 a feet Well Disinfected Upon Completion: ®yes ❑ no. Method of Disinfection: Chlorine 50 PPM Comments: IRM - -• n - %J!t a • Bore Hole Data ' Depth From To 0 2 Casing Stickup CA Vz on'Av f .QTR \0 ,Sal ���- - �ne, ca, 6CZ-)bn ep CDnCyC'MCVU am s4nn Drillers Name: Cole Sullivan ATTENTION: It is the responsibility of the property owner to submit a copy of the well log to the proper authority. Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation. MatSu Borough: Department of Environmental Conservation. DOC CO dba BILL lie COLE ,01"ULLIVAN WATER WELLS P.O. Box 670269, Chugiak, AFC 99567 68$-2789 www.suilivanwaterwelis.com Pump Installation Log Well Drilling Permit Number: SW C)!51p,� l y lL Date of Issue , 1 ` 12 4 Parcel Identification Number: �� 2 Legal Description Property Owner Name & Address -Tfo._. \ �,� V� 1 �► C n-\ Pump Installation Date: '_. a 1 Pump Intake Depth Below Top of Well Casing: k C�)o feet Pump manufacturer's Name: FCan k --t \(� Pump Mode{: 0 FD�� --3\4N 23C Pump Size: 314 Pitless Adapter Burial Depth: Pitless Adapter Installer: OeG�-c) cc(i10�x L) (-Ano`-) Disinfected Upon Completion? ® yes ❑ no Method of Disinfection: Chlorine 50 PPM Comments: Pitless Manufacturer:C,KX �" nc-:CA' Pump Installers Name: Sullivan Water Wells feet Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. Municipality of Anchorage Community Development Department On -Site Water & Wastewater Program 4700 Elmore St. ■ P.O. Box 196650 s Anchorage, AK 99507-6650 ■ www.muni.org/onsite s (907) 343-7904 Legal Address: Well Decommissioning Log k "M Subdivision Block Lot I r4 T R Section Lot On-site water & wastewater Program certified contractor performing the well decommissi 'in ,T Name: t � Signature Company: ZDV I I t1 I,°E�. ✓ , Gt ,A) #f R Well decommissioning date: ( Ii Method of decommissioning: AMC 15:55.060L1 fi Location: Use the space below to provide a drawing of the property showing the following items; • North Arrow • Decommissioned well, a. ❑ b. ❑ c. • Other water wells on the property, • Two separate swing -tie distances for each well shown in the drawing, NotEk. The swing -tie distances shall be measured from either permanent structures of property corners. t a h� k NOTES: 1) DUE TO SNOW & ICE COVER, THE GRAVEL DRIVEWAY IS APPROXIMATE. 2) THE DIMENSIONS ON THE RECORD PLAT DO NOT CLOSE AND COMPUTED DISTANCES ARE SHOWN AND HELD THIS SURVEY. (C) = COMPUTED (R) = RECORD I Lot 8B r10.2'x12.2' SHED I WE 12.0'x15.2' I I 11 p DECK � rt Ui PIPES 101 Lot 7C Lot 1 WELL— ` GP f100' I \ 11 c� PROTECTIVE RADIUS I 3 .0, I I Lot 8A \ I � N \ 4.0'x5.0' PORCH ' J \ N 89'59'21 "E 297.36' N 89'5838"W 112.68' x CHAIN-LINK FENCE -/ADDITION 6.3'x14.8'- SEPI PIPE \I �2 122.95' I I STORY3 L d 0) RESIDENCE L✓V I ( S 63'47'25"W S I i \ EASEMENT N 89'58'36"W 34.02'(C) 33.87'(R) Ln I 21.36'(C) 21.50'(R) Lot 29A :.... Lot 2 \ 49,071 S.F. I Lot LO ;. G/VeC \ Z x } GATE OR/V SAY ' No 21-78 VA1 x /I 123.7, ,•.., • - �pR� 'c�. `,—s MANHOLE I Lot 8B r10.2'x12.2' SHED I WE 12.0'x15.2' I I 11 p DECK � rt Ui PIPES 101 Lot 7C Lot 1 I hereby certify that i have surveyed the following described property: LOT 29A, ALFONSO SUBDIVISION (PLAT No. 98-151) 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 premises and that there are no roadways, transmission lines or other visible easements on said property except as indicated hereon. Dated this the -- _ Day of LUt�1tL 2 ,rl. t at Anchorage, Alaska It is the responsibility of the owner to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. ' 49TH -v* KENNETH G. LAN G 404�F '••.LS.-5202c,J©© O A ••.••.NQo OFfSSIONAL �Ae AECC963 WELL— ` GP f100' c� PROTECTIVE RADIUS I I I � 4.0'x5.0' PORCH ' N 89'5838"W 112.68' 7.4'x11.4' \I SHED / N 89'58'38"W 122.95' I I N 26"1 2'22"W 10' T&E 22.50' S 63'47'25"W I i \ EASEMENT N 89'58'36"W 34.02'(C) 33.87'(R) I 21.36'(C) 21.50'(R) Lot 2 \ I Lot 29B / PLOT PLAN AS BUILT _X_ SCALE 1 " 50' GRID NW 0753 Project No 21-78 VA1 Lang & Associates, inc. 11500 Daryl Avenue, Anchorage, Alaska (907) 522-6476 Phone 99515-3049 Professional Land Surveyors (907) 522-4625 Fax ken0Ian8surve �F q .com Jonathan®langsurvey.com v'` .• '' '9s Q I hereby certify that i have surveyed the following described property: LOT 29A, ALFONSO SUBDIVISION (PLAT No. 98-151) 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 premises and that there are no roadways, transmission lines or other visible easements on said property except as indicated hereon. Dated this the -- _ Day of LUt�1tL 2 ,rl. t at Anchorage, Alaska It is the responsibility of the owner to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. ' 49TH -v* KENNETH G. LAN G 404�F '••.LS.-5202c,J©© O A ••.••.NQo OFfSSIONAL �Ae AECC963 MUNICIPALITY OF ANCHORAGE JAI Cn On -Site Water & Wastewater Program 0) S PO Box 196650 4700 Elmore Road r' Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 r http://www.muni.org/onsite V Department On -Site Wastewater Disposal System Permit Permit Number: OSP211414 Effective Date: 10/1/2021 Work Type: Septic Upgrade Expiration Date: 10/1/2022 Tax Code Number: 05128190000 Site Legal Address: ALFONSO LT 29A G:0753 Site Mailing Address: 16243 SHIMS ST, Eagle River Owner: CALL TROY L & VALERIE Lot Size in Sq Ft: 49071 Design Engineer: FORGE ENGINEERING Total Bedrooms: 4 This permit is for the construction of: Q Disposal Field Q Septic Tank Holding Tank Privy Private Well Water Storage All construction shall be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Received By: Date: Issued By: Date: ,..- . j" Community Development Department w_ Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 051-281-90 Property owner(s) Troy & Valerie Call Mailing address 16243 Shims Street Site address Same Eagle River, AK 99577 Legal description (Sub'd., Block & Lot) Alfonso, Lot 29A Day phone 301-5359 Legal description (Township, Range & Section) Lot Size 49,071 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field x❑ Initial ❑ Single Family (SF) ❑X (w/wo AD U) Septic Tank ElUpgrade ❑X ❑ (D) Holding Tank ElRenewal ElDuplex Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: 0 595 Waiver Fees: Date of Payment: q�27%l Date of Payment: Receipt Number: 097 g 72 Receipt Number: Permit No. 0 S %,a r I V 1(_/ Waiver No. Permit App_::- : .—..:c September 24, 2021 MOA Development Services On-Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject: Alfonso, Lot 29A – 16243 Shims Street Septic System Design and Permit Application Dear On-Site Services Engineer: A permit was issued to construct a septic system on this lot in December of 2000. The permit expired prior to completion of the system. At some point a 1,000-gallon septic tank was placed on the lot and what appears to be an absorption crib. The construction of this system was not documented. We are requesting a permit to construct a new septic system to serve the home and ADU on the lot. The proposed location of the new system is shown on the attached Site Plan along with the locations of the existing systems. The existing system, placed without a permit, will be decommissioned in accordance with the Uniform Plumbing Code. The original system shown on the permit issued in 2000 will also be decommissioned. The surface of the lot is virtually flat with no slopes greater than 2% in any direction. The new absorption system will be placed parallel to the slope as much as possible. A test hole will be placed prior to construction to verify the quality of the subsurface soils. A test hole placed by S&S Engineering in 2000 indicates coarse gravel with percolation rates less than 1 minute per inch are found on the lot. A sand layer will be placed to flow the percolation rate of the underlying soil. Wells on this and adjacent lots are shown. The alternate septic site is also shown and is more than 6’ from the primary site. Please refer to the attached plan sheet for the well location and preliminary septic design. If this design is followed, there will be no adverse impacts to adjacent properties. Sincerely, Michael E. Anderson, PE Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211414, Deb Wockenfuss, 10/01/21 NOTE: SLOPES >25% ARE WITHIN 50' OF THE PROPOSED SEPTIC SYSTEM. NO SURFACE WATER WITHIN 50' OF THE SEPTIC SYSTEM. ALL WELLS ON SURROUNDING LOTS WITH IMPACTS TO THIS PROPERTY ARE SHOWN. NO CONFLICTS WITH WELLS OR SEPTIC SYSTEMS. CO - CLEANOUT 2CO - DOUBLE CLEANOUT FCO - FOUNDATION CLEANOUT FS - FLOW SPLTTER VALVE MH - MANHOLE MT - MONITORING TUBE SV - SEPTIC VENT TH - TEST HOLE LEGEND 1"=40' 3-BDRM HOME 8040 0 FEET ALFONSO SUB, LOT 29A ERVIN ROAD10' T & E EASEMENT1 BDRM ADU EXISTING WELL DECOMMISSION PER MOA CODE. NEW 1,250 GALLON SEPTIC TANK w/ 20' MANWAY PUMP, CRUSH AND BACKFILL EXISTING ABSORPTION SYSTEMS. EXACT CONFIGURATION AND DIMENSIONS UNKNOWN. 2-60' LONG x 5' WIDE x .5' EFFECTIVE DEPTH ABSORPTION TRENCHES DECOMMISSION EXISTING SEPTIC TANK PER UPC. 9/24/21 PROPOSED TH. CONSTRUCT PRIOR TO CONSTRUCTION TO VERIFY SUBSOIL CONDITIONS. NO CONFLICT WITH SEPTIC SYSTEM ON THIS LOT. NO CONFLICT WITH WELL OR SEPTIC SYSTEM ON THIS LOT. PROPOSED WELL LOCATION SHED S & S TH ALT. SITE: CAT III SYSTEM WITH 25' LONG X 5' WIDE X .5' EFF. DEPTH ABS. TRENCH. APP. RATE 6 GPD/SF. CO CO CO CO CO 2CO SV SV MT MT FS 6' 0-1% 0-1% 0-1% 0-1% WELL>100' FROM PROPERTY LINE. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211414, Deb Wockenfuss, 10/01/21 ALFONSO SUBDIVISION, LOT 29A TYPICAL TRENCH SECTION (NO SCALE) NOTES: 1. GRADE AREA OVER TRENCH TO DRAIN AWAY 2. PROVIDE 3' OF COVER OVER TRENCHES AND 4' OVER SEPTIC TANK, OR 2' WITH 2" OF INSULATION 3. CHECK GROUNDWATER AT TIME OF CONSTRUCTION. IF LEVEL IS HIGHER THAN PREVIOUSLY OBSERVED, CALL ENGINEER IMMEDIATELY 4" PERFORATED PVC (HOLES DOWN) DRAINFIELD ROCK 5' 6" 6" 4.0' 6" DESIGN FACTORS:SYSTEM REQUIREMENTS: 600 GPD PEAK FLOW PERK RATE: <1 MIN/IN APPLICATION RATE: 1.0 GPD/SF 5' WIDE TRENCH SYSTEM w/ 2' SAND LINER 1,250-GALLON SEPTIC TANK BOTTOM OF TRENCH: 5' BELOW GRADE FLOW LINE ELEVATION: 4' 6" BELOW GRADE TOP OF TRENCH: 6" ABOVE GRADE 600 GPD / 1.0 GPD / SF /5' WIDE * 1.0 RED FACTOR = 120 LF TRENCH REQUIRED (120 LF SPECIFIED) MOA APPROVED FILTER SAND 2' GEOTEXTILE FABRIC 9/24/21 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211414, Deb Wockenfuss, 10/01/21 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. m u ni.org/on si to On -Site Water System Permit Permit Number: OSP211379 Work Type: Well Upgrade Tax Code N um ber: . 05128190000 Site Legal Address: ALFONSO LT 29A G:0753 Site Mailing Address: 16243 SHIMS ST, Eagle River Owner: CALL TROY L & VALERIE Design Engineer: FORGE ENGINEERING This permit is for the construction of: Effective Date Expiration Date: Lot Size in Sq Ft: Total Bedrooms: �ncnr_ S Pf v L)cl�ortnzent 9/10/2021 9/10/2022 49071 ❑ Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy Q 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 15.55. Provide notification by calling (907) 343-7904 (2417). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Special Provisions: 1.Septic systems shown on site plan are either undocumented or schematic. Septic upgrade is not included under this permit. 2.To close out this permit, please submit the following: a. Well log b. Pump install log c. Water sample results for total coliform, nitrates and arsenic d. Decommissioning log for old well. Veronica Pope 2021.09.10 Received By:*i� 15:50:03 -08'00' 6�Issued By: Date: Date: 4 MUNICIPALITY OF ANCHORAGE Parcel I.D. 051-281-90 Property owner(s) Troy & Valerie Call Mailing address 16243 Shims Street Eagle River, AK 99577 Day phone 301-5359 Site address Same Legal description (Sub'd., Block & Lot) Alfonso, Lot 29A Legal description (Township, Range & Section) Lot Size 49,071 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑ Initial ❑ Single Family (SF) ❑X (w/wo AD U) Septic Tank ❑ Upgrade ❑X Duplex ❑ (D) Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑X Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: 42 a 5 Waiver Fees: Date of Payment: q 3/ao� Date of Payment: Receipt Number: 0 jyy 5.D Receipt Number: Permit No. QS P.21 1 3'1 9 Waiver No. Permit App_-'- : .,:c September 3, 2021 MOA Development Services On-Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject: Alfonso, Lot 29A – 16243 Shims Street Well Permit Dear On-Site Services Engineer: The well on the subject lot is no longer producing water. The owner must place a new well on the property to provide water to the three-bedroom home and 1-bedroom ADU on the lot. The existing well will be decommissioned in accordance with Municipal Code. No water is currently available to serve the house and ADU. A permit was issued to construct a septic system on this lot in December of 2000. The permit expired prior to completion of the system. At some point a 1,000-gallon septic tank was placed on the lot and what appears to be an absorption crib. The construction of this system was not documented. We will be requesting a permit to construct a new septic system to serve the home and ADU on the lot in the near future. The preliminary location of the new system is shown on the attached Site Plan. The existing system, placed without a permit, will be decommissioned in accordance with the Uniform Plumbing Code. The original system shown on the permit issued in 2000 will also be decommissioned. Wells on this and adjacent lots are shown. Please refer to the attached plan sheet for the well location and preliminary septic design. If this design is followed, there will be no adverse impacts to adjacent properties. Sincerely, Michael E. Anderson, PE Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211379, Rebecca Carroll, 09/10/21 CO - CLEANOUT 2CO - DOUBLE CLEANOUT FCO - FOUNDATION CLEANOUT FD - FLOW DIVERTER VALVE MH - MANHOLE MT - MONITORING TUBE SV - SEPTIC VENT TH - TEST HOLE LEGEND 1"=40' 3-BDRM HOME 8040 0 FEET ALFONSO SUB, LOT 29A ERVIN ROAD10' T & E EASEMENT1 BDRM ADU EXISTING WELL DECOMMISSION PER MOA CODE. NEW 1,250 GALLON SEPTIC TANK w/ 20' MANWAY PUMP, CRUSH AND BACKFILL EXISTING ABSORPTION SYSTEM. 2-60' LONG x 5' WIDE x .5' EFFECTIVE DEPTH ABSORPTION TRENCHES DECOMMISSION EXISTING SEPTIC TANK PER UPC. SITE PLAN 9/2/21 PROPOSED TH NO CONFLICT WITH SEPTIC SYSTEM ON THIS LOT. NO CONFLICT WITH SEPTIC SYSTEM ON THIS LOT. PROPOSED WELL LOCATION SHED Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211379, Rebecca Carroll, 09/10/21 Alfonso Lot 29A #051-281-90 Expired Permit MUNICIPALITY OF ANCHORAGE Department of Health & Human Services Q On -Site Sewer/Well Permit Applications NOTE: Application must be filled out completely SINGLE FAMILY DWELLING Parcel Identification Number Property Owner Name 7x&'7-' &'7-' ( Day Phone "o l " 1171 Z_ Mailing Address 166,-13 6,-13 Zip Code t/ 7 Legal Description Lot Block Subdivision _ -- I Section Township I ,. LWLot Size • J Acre q. Ft;. Number of Bedrooms(�t Inspections well be co ducted by: Approved Engineering Firm Municipality (permie�n° rused) Does your house contain any of the following: ❑ Hot Tub ❑ Swimming Pool ❑ Therapy Pool ❑ Jacuzzi ❑ Water Softener Unit This application is for: ❑ Sewer Only ❑ Sewer and Well KSewer Upgrade ❑ Well Only ❑ Water Storage I certify that the above information is correct. I further certify that S & S ENGINEERING this application is being made for a Single Family Dwelling and 17834 Eagle River Loop Road No. 204 in accordance with applicable Municipal Codes. Eagle River, Alaskgr90opwner/well Driller Fees: '-') Waiver Fees: 72-012 (Rev. 4/98)* Receipt # 4�1G% -1-9 � (� � � � Permit # % W Receipt # Waiver # Mimicipalify ®f Anchorage George P. tiVuerch, Mayor November 26, 2001 Troy Call 16243 Shims St. Eagle River, AK 99577 Building Safety Division P.O. Box 196650 • 4700 S. Braga« Street Anchorage, Alaska 99519-6650 • (907) 343-8301 littp://-%N-%x,Nv.ci.anclioragc.alc.us Subject: On -Site Water and/or Wastewater Permit. Permit Number: SW000501 Legal Description: Alfonso Lot 29A Dear Troy Call: Department of Public Works An On -Site Water/Wastewater Permit, number SW000501, issued by this office for a single-family system, will expire on December 8, 2001. This permit was valid for 365 calendar days. If this was a well permit and the well has been drilled, a well log must be sent to this office for documentation of the installation and to close the permit. If this permit was for a wastewater disposal system, an original as -built inspection report must be sent to this office for review, approval and documentation. This as -built inspection report must be signed by the licensed Professional Engineer who inspected the installation of the system. As -built inspection reports are required to be submitted within 30 days of the completion of the system. If no system was installed under this permit, and you are still planning to install a well or wastewater disposal system, a new permit must be obtained from this office. A new permit may be issued free of charge for a second year if the application for the renewal is received on or before the date of expiration of the original permit. When applying for a new permit, the fees are: $320.00 for a wastewater permit and $120.00 for a well permit. If you have any questions, please call this office at 343-7904. 7n-Site y, ross, PE r Water and Wastewater Program Enc: Copy of permit MUNICIPALITY OF ANCHORAGE Department of Health and Human Se►vices On -Site Services Program 825 L Street Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Permit Number: SW000501 Legal Description: ALFONSO LT 29A Design Engineer: 0003 S & S Engineering Owner Name: Troy Call Owner Address: 16243 Shims St. Eagle River , AK 99577 - Date Issued: Dec 08, 2000 Expiration Date: Dec 08, 2001 Parcel ID: 051-281-90 Site Address: 016243 SHIMS ST Lot Size: 49071 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the construction of: ❑, Disposal Field ❑� Septic Tank Holding Tank ❑ Privy All construction must be in accordance with: 1. The attached approved design. Private Well D Water Storage 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 (907) 343-4744 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By Issued By: Date: b- — // — U J Date:/ 2 — -0/ S&S� 7ineeRinG November 22, 2000 ROBERT C. COWAN, P.E. CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 APPROVALSHORITY MUNICIPALITY OF ANCHORAGE Department of Health and Human Services P.O. Box 196650 Anchorage, AK. 99519 SEWER &WATER MAIN EXTENSIONS REFERENCE: Lot 29A, Section 25, T15N, R1W SEWER R WATER INSPECTION It is requested that you issue a permit to install a septic system to serve the existing three bedroom dwelling on the referenced property. A test hole was excavated and a percolation test performed. The approximate location of ENGINEERING STUDIES AND REPORTS the test hole is located on the attached site plan. At the time of excavation, 10/19/00, water was not found. After ground water monitoring, the tube was dry. WELLINSPECTION We do not anticipate any adverse effects on neighboring wells, septic systems, reserve &FLOWTEST areas or drainage patterns by the installation of the proposed septic system. The construction of this system will not prevent any future development on any of the adjacent properties. SITE PLANS If you require additional information, please contact us. Sincerely, ROAD DESIGN SOILTEST Robert C. Cowan, P.E. RCC/bjj PERCOLATION Enclosure TEST STRUCTURAL& MECHANICAL INSPECTIONS ON SITE WASTEWATER DISPOSALSYSTEM DESIGN 17034 NORTH EAGLE RIVER LOOP • SUITE 204 • EAGLE RIVER, ALASKA 99577 1 " = 60' DESIGN SITE -PLAN SCALE D � <s COUiNO�I >U zm c�C�cc N - Z= m -3 -3 0 O D � � Z r`1 i , >0 .lt o .o coN C o w'4 D v y �p z Cd a — — — t7-1 mLn --------------------—"---(`� m4h-C/)a c D N Ul O z n m - -yam— SHIMS STREET L o 20' B.L.M. EASEMENT D\� — — — — — — — — — — — — — — — — — — — — -10 � � m m 7D .0 n O � 0 C n Z m r r O r' m --3, o << O m N r.0 co w � Lle-� O y 'n 15 O !� 0mux-i O - Cn Z A A a -D m Q m O Z z v O= CC /� N �O i`n xuoi. Ln Z < 00�m0 C to yn m �n r O O D r A z D r' Z XC mXC CJ D v y'n y i5 - O m C Q n p (n O N O C m Zm �Zm �D� ; .y '� m D=iO m mm ��m �o o N D O Zr� O Av z v M00 y+ moa v _ m --I O Cn<N O 0 m m x mzo0 m µ m XrO� TI m r C n o r i o N yam `�' r70m rjo zov > >m Z �xz z .� .y DNrrl c O 0 O o o f o Z µ ; z O z rri r m r ��,• m' i :�r� m �"' O 0 C I ���� m -3r;' 0 (ENGINEES,c, EAL) ® Municipality of AnchorageAf '�.;•'.'' ���•.,,i 7 �+� DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG - PERCOLATION TEST „•'. Q� •93'cV�-.,`}} C - 8801 PERFORMED FOR: DATE PERFORME��i LEGAL DESCRIPTION: 7-/5 Z21711 Township, Range, Section: :� SLOPE SITE PLAN DEPTH j (FEET) 1 ✓` C v N 2 , 3 •. o (� GM ,� 5 -I . N 14- 15- 16- 17- 18- 19 41516171819 20 COMMENTS Ll I I I I I 1 1-1 1 C�, ( WAS GROUND WATER ENCOUNTERED? N c, S IF YES, WHAT _ A� �` LO _ { DEPTH. P E Depth to Water After 4Z-710 Monitoring? � Date: Reading Date Gross Time Net Depth to Net Time Water Drop .— or PERCOLATION RATE ' (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN s FT AND 6 - FT S & S ENGINEERING PERFORMED BY: 7.Fa�s eae. I �'t�✓ CERTIFY THW-71 IS ST WAS PERFORMED IN Eagle .tier Loop ' ' 0 u ACCORDANCE WtfjsA�ITEkjE33v1�1�$Qj�AL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85)