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HomeMy WebLinkAboutEARL RAY BLK 3 LT 34 Onsite File Earl Ray Block 3 Lot 34 #051 - 113 - 20 Municipality of Anchorage On -Site Water and Wastewater Section - (907) 343-7904 Page 1 of 1 ON -SITE WASTEWATER INSPECTION REPORT Permit Number: OSP 191508 PID Number: 05111320000 Dwelling: RE Single Family (SF) R with ADU El Duplex (D) El Two Single Family Project: El New RE Upgrade Name Spare ABSORPTION FIELD ❑ Deep Trench R Wide Trench R Bed R Mound Site Address 23809 SKI RD E] Other Phone Number of Bedrooms Soil Rating depth from original grade 13 GPD/SF ITotal Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Ft. Gravel depth beneath pipe Ft. Subdivision Block Lot EARL RAY BLOCK 3 LOT 34 Fill added above original grade 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 absorption area Number of trenches Dist. between trenches From Tank Field Tank Line Ft2 Ft. Well +100 — — — +50 TANK A Septic El S.T.E.P. E) Holding 171 Other Manufacturer GREER Capacity 1000 Gal. Surface Water +100 — — — Material Number of compartments Lot Line +10 - - - NA POLY 2 Foundation +10 - - - LIFT STATION IManufacturer Capacity Remarks Only the septic tank was installed. Gal. Recommend the crib be replaced prior to the next cosa. Alarm location Electrical installed by PIPE MATERIAL House to tank 3034 drainfield Tankto 3034 Installer GUARANTEED SVCS Drainfield EXIST CO/MT 3034 Inspector C.13ALZARINI BENCH MARK (Assumed elevation) 100 ft Inspection 1st 11/21/19 Location and description dates: 2 nd rd th TOP OF TANK MANHOLE LID 3 4 ON -SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp Amw Conditional Approval: Date .,d@W A1W *:*49TH off '-� r Septic System Approved Date ? to t;HARLES G BALZARIUI - Il* CE-13854 low - , \s� q- Note: this does include • Ilke A1W dQW approval not well permit requirements. 1/14/2 Kev ubluzl i t3) -- - APPR0X NEIGHBORING / WELL RADIUS E / UNABLE TO ACCESS TH|SPROpERTY) EARL RAY BLOCK 3 LOT 33 (WELL AND SEPTIC NOT ,�p 1000 GAL POLY TANK FUTURE 15x4O BED MAX EXCAVATION DEPTH 5' �/,ISTING SEEPAGE 1u1 EXISTING FCO 0 DRIVEWAY 9 RESERVE SITE REQUIRES AWWTS. L RAY BLOCK 3 LOT 34 3 BEDROOM HOME REVATION mNAL INLET SEPTIC TANK OUTLET SCHEMW PROM MEW SHOWS ELEVATIONS OF IMPEC70 nEWENITS BUT DOM NOT DENCT SYSTEM IN ITS MAIM. SEE TABLE FOR ����==��=���= LEGAL EARL RAY BLOCK 3 LOT 34 C&M ENGINEERING SERVICES OWNER:SPARE DATE: 2/3/26 1 REV. I DRAWN: 907-854-5558 SEPTIC RECORD DRA\NING S2 2 ° 0 3 ' 0 0 " W 2 5 0 . 0 0 RE C . S67 ° 5 7 ' 0 0 " E 2 0 0 . 0 0 RE C . N2 2 ° 0 3 ' 0 0 " E 2 5 0 . 0 0 RE C . S2 2 ° 0 3 ' 0 0 " W 2 5 0 . 0 1 M E A S . S68 ° 3 0 ' 4 7 " E 1 9 9 . 5 4 M E A S . N2 1 ° 3 4 ' 1 6 " E 2 4 8 . 4 0 M E A S . LOT 33 LOT 35 LOT 24 ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ℄ SK I R O A D S S SS S S SC W ED G E O F P A V E M E N T OHU OHU OHU OHU OHU OHU O H U O H U O H U O H U O H U OH U OH U OH U OH U 10' U T I L . E S M T . GRAVEL DRIVEWAY 64.6 51 . 0 12 . 8 46.6 79.1 N68 ° 0 2 ' 5 7 " W 1 9 7 . 4 6 M E A S . 47.5 27 . 9 23.24. 9 4.92.6 6.1 25 . 1 20.8 27 . 3 7.4 23 . 4 2.7 4. 7 1 0 0 ' W E L L RAD I U S Lot 34, Block 3 Earl Ray Subdivision 50,000 Sq. Ft. +/- 23809 Ski Road 2 Story Wood Frame House With Attached 1 Car Garage G E SHED BA S I S O F B E A R I N G N67 ° 5 7 ' 0 0 " W 2 0 0 . 0 0 RE C . Frederic W. Wagner NO. L.S.-9946 PROFESSIONAL SEAL Date:Frontier Surveys, LLC Project No: 650 W. 58th Ave. Suite E Anchorage, Alaska 99518 As-Built Survey of: www.frontiersurveys.com Frontier Surveys, LLC I, Frederic Wagner, hereby certify that this Mortgage Inspection Survey was performed by me, or under my direct supervision on Plat:Grid:Ordered By: 907.460.1686 - info@frontiersurveys.com This survey complies with the ASPLS Mortgage Location Standards. The survey represents visible improvements and conditions at the time of the survey. This document does not constitute a boundary survey and is subject to any inaccuracies that a subsequent boundary survey may reveal. It is the responsibility of the Owner to determine the existence of any easements, covenants, or restriction which do no appear on the record plat. Under no circumstances should this document be used for construction or for establishing a boundary or fence line. December 16th, 2019. Legend: Scale 1" = 40' Gas Meter Electric Meter/Outside Power Deck Septic Telephone Pole Fence Mailbox S T A T E O F ALA S K A 49 TH ROYEVRUSDNALLANOISSEFORP DER E T S I G E R 12/16/2019 S G E Overhead Utility Lot 34, Block 3 Earl Ray Subdivision General Notes: 1. This document is created for the purpose of a single property transaction and is subject to Federal Copyright Laws. 2. Excepting for gross negligence, the liability for this survey shall not exceed the cost of preparing this survey. 3. All measurements/setbacks are to the visual/apparent building footprint. 4. All dimensions to property lines are plus/minus 0.1ft. Charles Balzarini 19-502 12/16/2019 64-78 N/A E T W Elec. PedestalWater Well Tel. Pedestal Concrete MB [ Water Valve Found 5/8" Rebar N """Tr MUNICIPALITY OF ANCHORAGE �\ On-Site Water&Wastewater Program �° '30 1 PO Box 196650 4700 Elmore Road . ' Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997 ,� r, http://www.muni.org/onsite �. I cpartrnenr 4"CHOR aGE On-Site Wastewater Disposal System Permit Permit Number: OSP191508 Effective Date: 11/15/2019 Work Type: Septic Upgrade Expiration Date: 11/14/2020 Tax Code Number: 05111320000 Site Legal Address: EARL RAY BLK 3 LT 34 G:1360 Site Mailing Address: 23809 SKI RD, Chugiak Owner: SPARE THOMAS &VIRGINIA Lot Size in Sq Ft: 50000 Design Engineer: C & M Engineering Total Bedrooms: 3 This permit is for the construction of: El Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well 0 Water Storage All construction shall be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing C7- fie\& was addled -f0 't'!e or4y r'na� tank Pe„«�t �i to Received By: Date: Issued By: � Date: 12 // Z.6// EPLAIS MUNICIPALITY OF ANCHORAGE Development Services Department i Phone: 907-343-7904 On-Site Water & Wastewater Section `' Fax: 907-343-7997 £MERG EIJ Y ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 051 113 20 Property owner(s) Thomas and Virginia Spare Day phone 688-2061 Mailing address Site address 23809 Ski Road Legal description (Sub'd., Block & Lot) Earl Ray Block 3 Lot 34 Legal description (Township, Range & Section) Lot Size 50000 Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (®all that apply) Absorption Field El Initial n Single Family (SF) H (w/wo ADU) Septic Tank ❑ Upgrade 0 Duplex (D) ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy [ (SF and/or D) Private Well Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: NONE Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. C&M ENGINEERING (Signature of property owner or authorized agent) Permit/Rush Fees: eg, 2s- n() Waiver Fees: Date of Payment: 1/3/19 1/-/ti-011ate of Payment: Receipt Number: OWQ 0D Receipt Number: Permit No. Qsp1915O51 Waiver No. i2g4G G:\Development Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc GD-4I C&M ENGINEERING SERVICES Ph: 907-854-5558 Municipality of Anchorage Onsite Water&Wastewater Program 4700 Elmore Rd Anchorage, Ak 99507 12/04/2019 RE: Proposed Change Order for EARL RAY BLOCK 3 LOT 34 Dear Reviewer, The above referenced property is currently served by an older un-documented septic system. The tank was recently replaced. A requirement of the tank replacement permit was to document or replace the existing soil absorption system. The existing crib system was excavated and found to be full and on the verge of collapse. We are proposing to install a new drainfield to replace the failed system. The existing crib will be abandoned in place by removing the top and filling it in. We are requesting that a change order be approved to include the installation of the proposed drain field. A testhole was excavated and a percolation test and 7 day groundwater monitoring was performed. The Soils were found to be relatively free draining sand over a silty layer. Thank you for your time in reviewing this request. Please do not hesitate to contact me at 907-854-5558 or by email cgbalzarini(asgmail.com with any questions or concerns. Sincerely, Charles Balzarini, PE (12/04/19) 4OF `\ lll 4 * ... m. *fit/ CHARLES G BALZARINII ��� �'FC� CE13854 ��/� CSM ENGINEERING SERVICES 907-854-5558 Septic Design Calculations Residence: EARL RAY BLOCK 3 LOT 34 RESIDENCE/LOT INFO number of bedrooms 3 br Water usage/bedroom 150 gpd/br Water Usage 450 gpd CALCULATIONS ARE FOR REFERENCE PURPOSES ONLY USE DIMENSIONS SHOWN ON PLANS DRAIN FIELD type: Bed Application Rate 0.8 gpd/sqft required absorption area 563 sqft width (W) 15 ft minimum effective depth 0.5 ft below distribution pipe see narrative Min Required Length: 38 ft MAX Excavation Depth: 5 ft TO BOTTOM OF ROCK Min Cover: 3 ft Insulation: 2" blueboard Effluent Pipe: 4"ASTM 3034 CALCULATIONS ARE FOR REFERENCE PURPOSES ONLY USE DIMENSIONS SHOWN ON PLANS Calc By: CGB Date: 11/28/2019 ...7kk4 .= 1,##, CHARLES G BALZARINI CE13854 �PR°RESS10 ; - X11114.- 1' -mi LEGEND ��of A�:40 k o CLEANOUT • MONITOR TUBE Co; •7� � f, *:'49 TM ..*'•* / EARL RAY BLOCK 3 LOT 24 , . . ./ /i • .% :- : . . . . \ / �• J .f • �CHARLES G BALZARINf rO �F••, CEfl . -13854 •'`�// • � il`‘‘,\X- -- *-- -PROFESSION▪ ��� • \�,X� -1 • SEPTIC AREA •�.'S91__ l) ',15x40 BED RESERVE SITE APPROX NEIGHBORING -,.--/,' MAX(EXCAVATION REQUIRES AWWTS. r-..._/- WELL RADIUS F L AND ABANDON �\ DEPTH S` --___ . ISTING SEEPAGE "' .IT �� _ ' EARL RAY BLOCK 3 LOT 33 T/ ,,H _i _ ) -1 \ ' DOCUMENTED) 7- N N. ya° ® % / �y41- EARL RAY BLOCK 3 LOT 34 '\ u `,�' 3 BEDROOM HOME NEW -.%<-- j ------ 1000 GAL ( IN) POLY TANK l RppkS• MEETING M.A REQUIREMENTS. DEMOLISH � DEMOLISH •LD TANK PER I ‘00_,,,. MA REQ REMENTS. EXISTING FCO -I `Fr 1 n EARL RAY BLOCK DRIVEWAY 3 LOT 35 U ,. MARK WELL DRIVEWAY RADIUS BEFORE \ SETTING NEW TANK OR FIELD \ SEPARATION DISTANCE NOTES: '\ \ i THE PROPOSED SEPTIC TANK AND DRAINFIELD \ / MUST BE GREATER THAN: �. / 100' FROM ANY PRIVATE WELLS 200' FROM ANY PUBLIC WELLS .. 100' FROM ANY SURFACE WATER •.•'� 10' TO ANY PROPERTY UNE 10' TO THE HOUSE FOUNDATION - - 5' BETWEEN THE DRAINFIELD AND TANK SCALE: 1" = 40' LEGAL DESCRIPTION: EARL RAY BLOCK 3 LOT 34 C&M ENGINEERING SERVICES OWNER: SPARE DATE:11/12/19 REV: DRAWN: CB REF: 907-854-5558 SITE PLAN GO. ° I Municipality of Anchorage A ' ' ,�: (ENGINEEf B,,S, ,# Development Services Department• a ' ' .... �' . On-Site Water and Wastewater Section "S , 4700 Elmore St. :' t.. /1-c `# .. •;., 7 : i, a ../ I j P.O. Box 196650 Anchorage,AK 99519-6650 f..:,•, , ?Lz' G a;`. • , ••� • / www.muni.orq/onsite v No 07,-1,1:' ,4 / (907)343-7904 tOh C} 'F'IL 7(Y1'.4. -..,.;•:*V /� Soils Log -- Percolation Test j Performed For. �n' � V 'N H j� 1' 1 Date Performed: �(j � Legal Description: EA-P-4- �Y i - 3 t,.DT 1wnship, Range, Section: Slope Site Plan Depth ,eet),,, --T Pyo:rcr . 1----.- r' 2- • 'r (92/WEL 3- •• p4A)t) 4- .y ' 5i4.,/ 5- ( � , 6 G' c. 7- $ -714/10? WAS GROUND WATER 9- i ��6©t�t�L�S ENCOUNTERED? Alk 0 S 1 0- IF YES,AT WHAT DEPTH? /41,4 L Depth to Water After tnh 0 ie. 1 1- 1 Monitoring? } J/ 12- '—r' wi+ Date r�11117 13- 14- Reading Date Gross Time Net Time Depth to Water Net Drop 15- € 1)‘/[44? 5; o O G // 0 16- ds to 5 L//b 5 ,A4 17- 3 D. s/ o 0 0 18- l 0 - /ti; .- )77/!b 19- 5 �0 0 0 20- (,0 Wit& C - 4/4 PERCOLATION RALE 1 . 9 (minutes/inch) PERC HOLE DIAMETER e) TEST RIJN I3ETWFFN '3 FT AND L./ FT COMMENTS r c-(-, Eft/��� '/ti AfccPij,' A.--(5-- w'z— Al4 Qc1.z C C' 1 F;(27- fti a>� ( .k ;M'rn./v,-E ;-�br tic i /�> rH PERFORMED BY: C tt 1+f'L - �� 7� ---- a� � ( CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIP IDELINES IN EFFECT ON THIS DATE. DATE: DOC CO dba BILL & COLE ULLIVAN WATER WELLS P.O. Box 670269, Chugiak, AK 99567 688-2759 www.suilivanwaterwells.com Well Drilling Permit Number: SW Date of Issue Parcel Identification Number: 851 -- 113 -?,0 Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation.