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HomeMy WebLinkAboutSNOW CREST VIEW LT 8Snow Crest View Lot 8 #016-141-10 Municipality of Anchorage _ Development Services Department Building Safety Division On -Site Water and Wastewater Program, 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 Page of www d.anchorage.ak.us (907) 3417904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number. D�"c)!501�6 • PIDNumber: Na,V, Main AIr ❑ Wastewater System: New ® Upgrade ane 11331 94J(, Lane ABSORPTION FIELD Phone 250-a3JC3 NunDar of 11" a $ 3 J rWich W Mo Ottw STppO Wow Trach OMM+ LEGAL DESCRIPTION SW Rswq U TNW DOW am arpmal paM IO GPDFtr Ft. Bidet Let SIL z on l 13 SfTOtJ cress View Dep, b Ppe NAM amal praaa pen 3 Grav OW!, Danaalh pipe Ft. Ft Tovnenp Rerge Swan FY aeaerl Have "" Wale Q" Le,,Wh. 31 I -a Fl. FI. Well:x5rn0 New Upgrade Gl" w n Nw p Ines Dniarce estwean Ines Fl. I Ft Ckeva m tPmate. . c) T" Depen Caw at Taal witorpran rw / Z,� 434 PperMilarw Ft Fri r o 303 DNw Dale S1Ma Wow L" MMWIer Al �xc }sun Dale Mallow 6 25 05 Ft TwM Pura satM Camp N""'0"Aoov. Grpap TANK GPM FI. Fl SEPARATION DISTANCES S Septic ❑ Holding ❑ S.T.E.P. ❑ Other. To Septic Absorption ldt Holding ubhUPrwate ape"" `>p ape�'r From Tank Field Station Tank Sewer Line C Ink Gal (CY)0 wen a0O't 2� + NIA N A 2S + Mal. u S+' Nunpx p t^ompr mwe Suiau,wWM IDD'+ 100'+ N A N A LIFT STATION LN Low 5 r+ (D I N A N A Sze GM KIUIN JA 'Perp tai itwo, at 'Pu air MV n Nen"V alM M In M M Dion N�A N A NI'q _!Y /Y is Pump "a a ENancW hspeclane twlp 1,YculMn Rema ks BENCH MARK LVw,w,1" Deaa-F(�n _ 3" G.2y) TTo r1_1�/oor 121 NwmeO uwum FI 11 ZfS SQurC -Ar,� Dates: 1M (0 -m o5 Inspections by: L- Eng performed D5 1) Development Services Department App ov 125 ;'49TH Conditional Approval Date: /E S-UR-CLA; ' As zReviewed e and approved by: Dater ��` �1\� �SSiG=`—� \\\�� (Rev OLoal 00- 0 0 0 1000 gal Sept/c tank 0 a, CV d 4 Standard Trench: 2' Wide 31' Long 10' Deep 7' Sewer rock .'������� 3 Cover •.�P�� CF 4��••• �.• f ; 49th NO SCALE Sit t fM:= Baa' s 7 ft of Septic Rock Effective Monitor Cleonouts _ - 3' Cover lkV.= foo' NO SCALE u SPURKLAHD 1000 gal. septic tank t2 Bonen Yant Bottom Door Jan Gorwe Assi nod DOcBon 100' TOB203 W1 th Ave AND P.E. LOT 8 SNO)WREST VIE)/ SEPTIC SYSTEM ASBUILT 203 WISth Ave Anchorage Ak 99501 ADAM ALBORN DATES JUNE 28, 2005 jqjr,IWl DAM LAW SHEET, j j GRID, 2630 PERMIT SWO50185 PARCEL ID 1016-141-10 SCV0800JDWG Environmental Consulting and Design Municipality of Anchorage Development Services Department On Site Water and Wastewater Program 4700 South Dragaw Street Anchorage, Alaska 99519 Subject: Ladies and Gentlemen: Lot Line Wavier Request Snow Crest View Lot 8 April 26, 2007 During the installation of the septic system serving Snow Crest View Lot 8 the a portion drain field was installed within the 10 foot lot line set back. We are requesting that a lot line waiver be approved for this drain field. The separation of 5 feet exists between the nearest edge of the drain field and the property line. Granting of this waiver will not negatively affect any on the surrounding properties of the newly installed septic system. If you have any questions or concerns, please contact me at 279-3916. Sincerely, p t�'2 S Lars Spurkl d, P.E. Civil Engineer 203 West 1516 Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (907) 276-6013, SpurklandEng@gci.nct WAIVER FEE: IIS PAYMENT DATE:151T/07RECEIPT Jt: qy 1 && Munici ,let � pality of Anchorage r+.t Municipality �� 1:0. Mx I!NAN) • Awhom a. Alaska !MAiI! 4WIii) Y 47(X) lilmnre Rmd y J oni.v: (!X)7)343.f0)1 Y Fax: 0M Si& 0H) bup ffivim.numLnrg Mayor Mark 13c11ic11 Development SLmices Department 15 November 07 Spurkland Engineering 203 W. 15'h Ave Suite 203 Anchorage, AK 99501 Subject: Waiver Request for Snow Crest View Lot 8 Waiver Request # WR070062 Parcel ID #01614110 Dear Spurkland Engineering: runt oC Sri � 64j Y _ui 1. Department Your request for a waiver of the required 10 feet from the Absorption Field to the Property Line is approved. The approved separation distance is 5 feet. This waiver approval applies to the existing Absorption Field to Property Line separations only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. If there are any further concerns or questions regarding this waiver, please call our office at 343-7904. a' rely -via Y2,o--� Daniel J. Roth Program Manager On -Site Water & Wastewater Program Conzmzinity, Security, Prosperity Municipality of Anchorage Development Services Department +.e Building Safety Division Onsite Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.orgtonsite (907)343-7904 ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET To: Spurkland Engineering Legal description: Snow Crest View. Lot 8 ZD The attached paperwork has been reviewed and is being returned for the following reasons: ❑ Original signature or stamp missing on ❑ Calculation error in design. _ ❑ Additional soils information needed. _ ❑ Water monitoring results inadequate. ❑ Discrepancy in information submitted. ❑ Topographic information missing or inadequate. ® Incomplete; missing well to private sewer line se ® Incomplete; missing lot line waiver request letter ❑ Additional adequacy test information needed. ❑ Water sample unacceptable. _ ❑ Measured/proposed distances/dimensions missing. ❑ Locations of all soils, percolation and water monitoring tests not shown. ❑ Proposed system too deep for soils information submitted. ❑ Well log required. ❑ Omission in narrative. ❑ Insufficient fill over tank or field. Name of reviewer: Julie Makela, P.E. Date: 7/1/2005 Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water 8 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519.6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial Permit Number: SWO50185 Legal Description: SNOW CREST VIEW LT 8 Design Engineer: 0007 Tobben Spurkland, PE Owner Name: ADAM ALBORN Owner Address: 11331 DAVE LANE ANCHORAGE. AK 99501 - IA Date Issued: Jun 20, 2005 Expiration Date: Jun 20, 2006 Parcel ID: 016-141-10 Site Address: 011331 DAVID LN Lot Size: 8910 SO. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the construction of. Q Disposal Field ❑✓ Septic Tank Holding Tank ❑ Privy Private Well ❑ Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specked 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 DSD at least 2 hours prior to each Inspection. Provide notification by calling (907) 343-7904 ( 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: u �. >. _-0� Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.enchorage.ek.us (907)343-7904 ON-SITE SEWERIWELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. /)/&- / Ll I- to Permit Number SW Property owners) AJ*.. AI bor— Day phone TSO- Z3 S3 Mailing address (1) 11331 Noe In Mailing address (2) Zip Code Legal description (Lot, Block & Sub'd.) Legal description (Section, Township & Range) Lot Size A+q %a A c r /Sq.F THIS APPLICATION IS FOR: Number of Bedrooms 3 Sewer Only ❑ Well Only ❑ Sewer and Well ❑ Water Storage ❑ Sewer Upgrade THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ I certify that the above Information Is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. (Signature of prdperty owner or authorized agent) Permit Fees: 4 C40 pp /� Waiver Fees: . n,• .,i I UIIII"I'! 1 •�r!n;,l llin �l,n� C9 % 0 ���_ Rncnipl Numhnr, (Rev. 1200) SPUMand EfluNmeefiflg Environmental Consulting and Design SEPTIC SYSTEM DESIGN LOT 8 SNOW CREST VIEW Municipality of Anchorage Development Services Department On Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, Alaska 99519 June 1, 2005 We are submitting an application for the installation of a well and septic system for this lot. The submittal consists of three (3) drawings showing the present improvements on the lot and the adjoining properties, (sheet 1/3), the proposed improvements of the lot, of which only the well and septic system is subject to this permit application, (sheet 2/3), and a schematic of the septic system, (sheet 313). Soil logs and percolation tests of applicable testholes are also enclosed. The septic system design is based on the following : Testholc 16 It. deep No Groundwater Standard Trench Soil Rating. From Testhole 5/10/05. <I min/in = 1.2 gal per sq.ft/day No. of Bedrooms 3 Required Area per Bedroom: ISO/ 1.2 =125 sq.ft. Total area required: 125 x 3 = 375 sgft Bottom Rock At 10 feet Top Rock At 3 feet Rock Depth 7 feet Total Bed Length 375 /14 = 27 feet USE 30 FT SYSTEM CONFIGURATION STANDARD TRENCH TOTAL LENGTH 30 FT TOTAL WIDTH 2 FT TOTAL DEPTH 10 FT ROCK DEPTH 7 FT COVER 3 FT The installation of this septic system will not prevent wells and septic systems from being installed on the adjacent lots. There are no developed or natural surface / sub surface drainage courses on this or the adjacent lots. The proposed septic system will not change the general slope of the area. Ponding and/or concentration of surface runoff will not result from this installation. 203 West 15th Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (907) 276-6013, SpurklandEng@gci.net Municipality of Anchorage Development Services Department Building Safely Division 0 y1 on -Site Water and Wastewater Program 4700 South Bragaw SL P.O. Box 196650 Anchorage, AK 99519.6650 w+ ci anchorane 0 u5 (907) 343-7904 /1 `` Soils Log - Percolation Test Pe -formed Fcr: AUgm Alborn Ls;al DescripLcn: Srtow Cr#SV Vito/ l.o� $ Township, Range, Section: 2 3 e YlAS GROUND WATER E`:000aTSRED? No 6 IF YES, AT MAT DEPTH? L 0 Depth to wait, Aher P Monitoring? E Daw S I FERCCLAiICH PATE TEST RUN 9STWE2" CC'.:.•:EXTS F -RC r:C:=_ DIAMETER er PEnFOR%IED BY: I IM SN('V`MCA I CERTIFY TY.AT THS TEST PE?=ORk,IEO IN ACCORDANCE W(71-1ALL STATE AND A:U,IICIPAL GUIDELINES IN EFFECT Ott THS DATE. DATE: S 10 Zop u Standard Trenchr 2' Vide 30' Long 10' Deep 7' Sewer rock 3' Cover NO SCALE Sit t 7 ft of Septic Rock Effective 0 0 o � 1000 gal Septic tank C tl d V ! 12A Monitor NO SCALE 49th SPURKLAND CE -2225 . 1000 gat. septic tank a 3 1W1Sth thAve URRLHIVL r.L. 03 LOT B SWOMEST VIEF SEPTIC SYSTEM DESIGN 203 WI Anchorage Ak 9950111 ADAM ALBORN DATE MAY 31, 2005 11371 DAM LAW SHEETi 3 j GRID, 2630 PERMIT j SW0400XX PARCEL ID 1015 -081 -XX SCV08003.DWG 0 n 4 Cn I 25 I I 21A 24 5/ – R100.00_ I 22A-4 1 22 1 hOLV STREET �– I 22A-5 J� ® I I < ❑ 8 1 I --� 9 1 I 11 22A vl ® I 1 20 \ I}I \ 1 / — — — J L — — — — 1 ---_0 — -I IF -1 I - I �iG°b lixuuq I 19 ® I V 1` 23A-1'g, 3A-1 Q 18 I I I I II I I c,323A-2 T — R20000 12I I — — JOAN COURT �\I III 1613 1 .' 49th 50 0 50 1A9 150 200 250 300 SCALE, I' = 100 FT. PEN SPNRKLAND No. CE -2225 , I /UtltltN JYUNKUNU r I I LOT 8 SNOW CREST VIEW I I SEPT/C SYSTEM DESIGN I 203 W 15TH. AVENUE ADAM ALBORN DATE. • MAY 31, 1005 A07) AX. 99501 11331 DAVE LANE SHEET. 1 3 CR/D: 2630 /907) 779-3916 PERMIT #SV020XXX PID # 016 -141 -XX SCV08001.BVG 6 / 23 \ I — 1 b 1 I el! I I r r�¢Qeo- 7 Mm ANtuRo rNCH I CRETE= — — 1AD0 5£PDr IAAK ITD/A1 TH x sT IOTA1 �10 f AOnC 7 /ZtT \ IOTAL TH 2 ? I 1 .tZ! I' /f R100.00 / C7 � I I / PVWO 1/ 8 1 7 1 --A I--- t I I \ AWWN tAsW SYMI 9 TRAM 1 I -- — — — —— --� 3 — /{---------- 10'UMEW II (— — — — — — — — — — — I (—Area I I I I y 10 19 I I I I I f • 11 I `Fell' "i. 49th 3 3 • 1 Q.,.. ., 25 0 25 50 75 100 125 150 SCALD P = 50 FT. 203 W 15TH. AVENUE ADAM ACBORN IOA71 970 9030II 1 1133/ DAVE UNE 3BEN SPURKLAND No. CE -2223 DA Tr. MAY 31, 2005 SHEET.• 2/3 GRID. 2630 PERMIT # PID # SCV08002.DVG Municipality of Anchorage Development Services Department • � Building Safety Division : - - On -Site Water and Wastewater Program e 4700 South Bragaw St. ` S " ` P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907)343-7904 ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET To: Spurkland Engineering Legal description: Snow Crest View Subdivision, Lot 8 The attached paperwork has been reviewed and is being returned for the following reasons: ® Original signature or stamp missing on permit application and cross-section site plan ❑ Calculation error in design. _ ❑ Additional soils information needed. _ ❑ Water monitoring results inadequate. ❑ Discrepancy in information submitted. ❑ Topographic information missing or inadequate. ® Incomplete; missing location of driveway and parking areas, location of existing septic tank ® Incomplete; missing reserve drainfield location ❑ Additional adequacy test information needed. ❑ Water sample unacceptable. _ ❑ Measured/proposed distances/dimensions missing. ❑ Locations of all soils, percolation and water monitoring tests not shown. _ ❑ Proposed system too deep for soils information submitted. _ ❑ Well log required. ❑ Omission in narrative. _ ❑ Insufficient fill over tank or field._ ® Other. Will existing septic crib and tank be decommissioned? Name of reviewer: Julie Makela. P.E. Date: 6/14/2005 Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK GRATER ANCHORAGE AREA BOROUG�ir DEPARTMENT OF ENVIRONMENTAL QUALITY 3500 TUDOR ROAD ANCHORAGE, ALASKA 99507 279-8686 `_ 7 DATE RECEIVED:_' INSPECT: l/ - /L 71 TIME: REQUEST FOR APPROVAL OF ' INDIVIDUAL SEWER AND WATER FACILITIES rt IGJi ` G( FOR �L��� 1 . APPROVAL REQUESTED BY:el-_ annaFss: � z'� 24/7, 2. 3. 4. 5. w PHONE:9 Lf Lf 7 PROPERTY OWNER:���� G�7;7S%r)�rl1(�1r1 PHONE: se -5 c ;✓Co�� �L� . LEGAL DESCRIPTION: Z 6 J TYPE FACILITY TO BE INSPECTED: iic !7 n�/ STREET: NUMBER OF BEDROOMS: / WELL DATA: A. TYPE B. DEPTH C. SIZE ,�C�/%�rl/ G✓/ rtc�lL�- D. CONSTRUCTION E. BACTERIAL ANALYSIS SEWAGE DISPOSAL SYSTEM: A. SEPTIC TANK (IF HOMEMADE, SHOW DIAGRAM ON BACK) 1. SIZE `7�� 2. AGE `' ' ✓�� 3. M4N-H-F-1 t7i f�E-R- 4. INSTALLER APPROVAL REQUEST FOR SEWER & WATER FACILITIES PAGE TWO B. SEEPAGE PIT 1. SIZE 2. LINING C. DISPOSAL FIELD APPROVED: DISAPPROVED: DATE: DATE: APPROVAL VALID FOR ONE YEAR FROM DATE SIGNED. GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY 1. NUMBER OF LINES 2. TOTAL LENGTH 7. REQUIRED MEASUREMENTS A. WELL TO SEPTIC TANK B. WELL TO SEEPAGE PIT C. WELL TO SEWER LINE D. WELL TO PROPERTY LINE E. WELL TO OTHER POSSIBLE CONTAMINATION F. FOUNDATION TO SEPTIC TANK G. FOUNDATION TO SEEPAGE PIT H. SEEPAGE PIT TO PROPERTY LINE 8. COMMENTS:_ APPROVED: DISAPPROVED: DATE: DATE: APPROVAL VALID FOR ONE YEAR FROM DATE SIGNED. GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY movember 17, 1971 sponne P4ortqane 1j. *3th AvP'DIIf'- 99601 mro S U bj Lot �Gw 'st Vitaeivir no i,ear Sirs,. n I , 7 ;ie watqr swinly to thP S"L�JtNe�t lot is cc 'c"'e " it cannot be �Pprovpd not an Dortrovf"I supply* T�wrrflire, tiy ois 'Pv�Partwopt'4 If you fItIvp ?qly itl(,stinrs repardincl the a0lnVe, Vlot hesitAt�� tr-. contact this Offir� Si nrerel v , Lynn S. CO�Id Unvirvnri�..,ntal S-!(�O$AiSt st cc, Mrs. Adella Wel$ingh8m VA Aftinistration MUNMIPALITY OF ANCHORAGE tiev J Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section - - Fax: 907-343-7997 Certificate of On -Site Systems Approval Parcel I.D. 016-141-10 1. GENERAL INFORMATION Complete legal description Snow Crest View Lot 8 Location (site address) 11331 Dave Lane Current property owner(s) Adam Alborn Mailing address Real estate agent 2. TYPE OF DWELLING: Fx_1 Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) Expiration Date: 0 .5- `17 "2-02- Cr Day phone Day phone 3. NUMBER OF BEDROOMS: 3 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Private Well ❑ Private Septic Q Water Storage ❑ Holding Tank ❑ Community Well ® Community ❑ Public Water System] Public Sewer ❑ Waiver request for: Received by: COSA to be released to the engineer, unless otherwise requested by the engineer. Date: COSA Fee $ 5U Waiver Fee $ Date of Payment Jr , 6 b U Date of Payment Receipt Number oo 7 $ F6 Receipt Number COSA # 05C .2 .2 L) 3 6 Waiver # Distance: 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 (an -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. In conducting an adequacy test, I attempt to provide a thorough, conscientious engineering analysis of the system in accordance with MoA COSA guidelines and regulations. The reported results describe the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soil condition, ground water levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of this system. All systems eventually fail and satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. Therefore we cannot provide any warranty for future performance, nor can we estimate remaining life of the system. The content of this report is for the sole benefit of the owner listed above. Reliance on this report by another person is at their own risk. Pannone Engineering Services LLC highly recommends buyers hire their own engineer to evaluate this report. Name of Firm Pannone Engineering Services Phone (907) 745-8200 Address P.O. Box 1807 Palmer, AK 99645 Engineer's Printed Name Steven R. Pannone P.E. 6. DSD SIGNATURE System #1 Approved for 3 bedrooms Z System #2 Approved for bedrooms Disapproved Date 4 TH St veri i . f'onnor e 8149 Conditional approval for bedrooms, with the following stipulations: L-03.� -�-1 a S Lc CVs �s ,��—{-�,t� e cd.��� � 1� �� �'(y F ��w w,TER AN �. �o WAST`,-T1,o PK r, rVj JJ,ENT SERV �� Original Certificate Date: &-q-2 �Z Z 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 Stale of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA Checklist blue sheet Legal Description: Snow Crest View Lot 8 If more than 1 septic system on lot: COSA Checklist # 1 of 1 A. WELL DATA ❑ Well log is filed with Onsite (or attached) Date drilled Total depth ft Parcel ID: 016-141-10 Structure served by this system 1 Well production at time of test N/A gpm Water storage tank volume gallons Well disinfected for coliform test? ❑ Yes ❑ No Cased to ft ❑ Coliform bacteria is Negative ❑ Sanitary seal is functioning correctly Nitrate mg/L ❑ Nitrate less than MRL (ND) ❑ Wires are properly protected Arsenic ug/L ❑ Arsenic less than MRL (ND) Casing height (above ground) in. Collected by Date of flow test for COSA Date of Sample Static water level at beginning of test ft. Comments Lot Supplied By Community Well PWS 2210891 B.' TANK DATA Age of tank(s) 17 years Tank type/material 5 -SZ -1 Measured operating fluid level in septic tank 51" ❑ Standpipes/foundation cleanout per record drawing Date of pumping D. ABSORPTION FIELD DATA Deep Trench Which system tested (date installed) 2005 W ALL standpipes present per record drawing Total measured depth from grade 10.9 ft (max) Measured depth to pipe invert from grade 3.5 ft (min) ❑ N/A — pressurized field ❑ Monitor tubes go to bottom of effective. If not, state depth into effective C. LIFT STATION ❑ Required maintenance completed Age of lift station years Lift station material Comments: Adequacy test date °"17,1202= Results ❑✓ Pass For 3 bedrooms Fluid depth prior to test 33.5 in Water added 450 gal New depth 44.5 in Elapsed time 100 min 111111Code-requiredsoil cover over field Final fluid depth 33.5 in ❑ System presoaked Absorption rate 450+ gpd (Required if vacant for greater than 30 days prior to Any rejuvenation treatment (past 12 months) date of test) Gallons introduced gallons If yes, enter date Comments/Deficiencies: 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' L�J Yes Community Sewer Manhole/Cleanout > 100' ❑ Yes if No ft 0 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' Yes if No Animal Containment > 50' ❑ Yes if No ft ❑ Yes if No ft Community Sewer Main > 75' 171 Yes if No ft Manure/Animal Excreta Storage > 100' ❑ Yes if No ft From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' E✓ Yes if No ft Surface Water > 100' ® Yes if No ft Property Line > 5 L�J Yes if No ft Wells on Adjacent Lots: Absorption Field > 5' ❑✓ Yes if No ft Private Wells > 100' ❑✓ Yes if No ft Water Main > 10' Q Yes if No ft Community Wells > 200' RI Yes if No ft Water Service Line > 10" Z 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' ❑ Yes if No 5.0* ft Wells on Adjacent Lots: Water Main > 10' ❑✓ Yes if No ft Private Wells > 100' [✓ Yes if No ft Water Service Line > 10' F/ Yes if No ft Community Wells > 200' Q✓ Yes if No ft Surface Water > 100'✓CI Yes if No ft F. ENGINEER'S COMMENTS TANK SETTLED SLIGHTLY (1/2" DROP). SYSTEM STILL OPERATING W/I TOLERANCES LOT SUPPLIED BY COMMUNITY WELL. PWS 2210891 *SEE FILE FOR EXISTING WAIVERS. G. ENGINEER'S CERTIFICATION OF At -,4h 1 certify that l have determined through field inspections and review of Municipal records that the above systems are in confonnance with 49 — MOA COSA guidelines in effect on this date. v Pannone LE R 149 �L FBF„ �urESSO COSA Checklist yellow sheet THE STATE May 13, 2022 GOVERNOR MIKE DUNLEAVY Department of Environmental Conservation DIVISION OF ENVIRONMENTAL HEALTH Drinking Water Program Subject: Compliance Status for Snowcrest View South Public Water System, PWSID# 210891, Groundwater Source Dear Sarah Alborn, 555 Cordova Street Anchorage, Alaska, 99501 Main: 907.269.7517 Fax: 907.269.7650 elizabeth.nakanishi@alaska.gov I have reviewed the compliance History for the Snowcrest View South Public Water System, PWSID 210891. The system is current with all their monitoring requirements and is meeting all regulatory levels for regulated contaminants. The system does not have any, open violations. If you have questions, please contact me at 907-269- 7517 or b}, email at elizabeth.nakanishiaalaska.gov. Sincerely, Elizabeth Nakanishi Environmental Program Specialist II CRETE STREET 0 N 89*52'30"E 135.00' 30.00, COVERED ENTRY 114�SEPTIC WPS- -. � 0 z CLEANOUTS DR 64 64.5' LOT 8 M TWO STORY WOOD P 8,9 C! LOT 21 10 s.f. FRAME RESIDENCE Ci Ci 4� 25.6' 64.5' 44.9' S 89*52'30'W 135.00 6 LOT 9 Ui LOT 20 10' UTILITY EASEMENTS PLOT PLAN — AS BUILT X SCALE 1" = 30' GRID SW 2630 Project No. 08-144 _ Lang & Assoclafes, inc. 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 (907) 522-6476 Phone Registered Land Surveyors (907) 522-4625 Fax oa • kglangIsOolasko.not / jc long Is0a laska. net O.F.A. I hereby certify that I have surveyed the following described property: LOT 8, SNOW CREST VIEW SUBDIVISION (1) 49TH 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. ) KENNETH LANV. C"'v LS -5202 Dated this the 'I, Day of Log� of Anchorage, Alaska fror— 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 plot.