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HomeMy WebLinkAboutELMORE #1 BLK 4 LT 6Elmore #1 Block 4 Lot 6 #018-171-41 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: OSP221042 Work Type: Septic Upgrade Tax Code Number: 01817141000 Site Legal Address: ELMORE #1 BLK 4 LT 6 G:3036 Site Mailing Address: 4901 NATRONA AVE, Anchorage Owner: PARK YANG KYU & KATHERINE Design Engineer: FIRST WATER CONSULTING This permit is for the construction of: Effective Date Expiration Date O Dul)artine»t Lot Size in Sq Ft: Total Bedrooms: 3/9/2022 3/9/2023 23590 Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage 3 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 1.5,. 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: Option A design shall be utilized unless a May groundwater reading confirms that the water table is at 8 ft or lower. '1 on r� d �.� u&Ae k Yeo-� i v� ire CL cum � VVI 0 0 — �►�,aeR �Q Received By: Issued By: 14pec(�Vcz// 0'13122 - Date: Date: c2�� -�=-�MMEMM,"uanicnics GARNESS ENGINEERING GROUP, Ltd ero elf ENGINEERING ^ SALES CONSULTING June 13, 2022 Municipality of Anchorage�� of A ;q`s\�) Development Service Department �r,�P.•' - 1 ;�y1� On -Site Water & Wastewater Program ,+ 9 iL : *� 4700 Elmore Road Anchorage, AK 99507 Ref: Groundwater monitoring for Elmore #1; Block 4, Lot 6 To whom whom it may concern: 22 On 3/9/2022 a design by First Water Consulting was approved by the MOA. A special provision on the permit by MOA onsite employee Rebecca Carrol, PE states "Option A design shall be utilized unless a May groundwater reading confirms that the water table is at 8 ft or lower.". Per ARM Septic Services (see attached email), a groundwater reading was taken in April of 2022. However, the groundwater reading was negatively affected because "winters snow was piled up in the yard, directly adjacent to and uphill from the test hole". In addition, the testhole was in a depression (appeared to be in the percolation bench). In short, it is reasonable to believe that the April reading by ARM Septic services was not accurate due. On 5/19/22, a site visit was performed by David Garness, PE to confirm the groundwater reading. It was noted that the testhole was dry to a total depth of 8.8 feet below grade. Based upon these facts, it is recommended design "option B" be allowed. If you have any ", stions, please contact us at 337-6179. Thank you for your assistance. Sincerely, E., M. S. 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Website: www.garnessengineering.com David Garness From: ARM Septic Services, LLC <armservicesak@outlook.com> Sent: Thursday, June 2, 2022 1:37 PM To: Carroll, Rebecca M. Cc: David Garness; Jeff Garness Subject: Re: 4901 natrona To All, Our team accidentally sent an email which was missing some of the important information from our site visit to the subject property in April. What should have been communicated is that the test hole was being adversely impacted from outside snow melt run-off factors, negatively affecting the test hole. It sounds like this has caused some confusion and for that I apologize. When I completed a site visit the property to look at the site conditions in April, the property's snow removal had clearly been completed in such a fashion that all of the winters snow was piled up in the yard, directly adjacent to and uphill from the test hole. The test hole had not been properly mounded or backfilled by the previous contractor, and as a result a large depression formed around the perforated test hole groundwater monitoring tube. As we all know, this is the perfect case scenario for melting runoff to adversely impact a test hole, greatly skewing the accuracy of a test hole, thus causing an inaccurate depiction of the groundwater level . I immediately called Jeff Garness and David Garness while onsite, and it was agreed upon that the test hole should be re -checked in early May (seasonal high groundwater table) to verify the previous inaccuracy due to the obvious melting runoff. When the test hole was re- checked in May, it reflected a more accurate level which was dry per my understanding. As you are all aware, this is a common occurrence in the past, henceforth why the MOA onsite department goes through great lengths to discuss this very topic during the onsite installers class, reminding contractors to mound up soil backfill around test holes to avoid this very issue. It would be my recommendation at this point, especially in light that we verified the actual level of groundwater in May during the seasonal high groundwater table, that we move forward with the understanding that the test hole was falsely affected by a concentrated pile of melting snow. I feel that this is both moral and conservative engineering. Please let me know if you have any questions. Respectfully, Rob Campbell Managing Member ARM Septic Services, LLC Ph: (907) 688-9433 Cell: (907) 317-9433 Email: ARM ServicesAKanoutlook.com Website: www.ARMServicesAK.com Facebook: www.facebook.com/ARMServicesAK/ On Jun 1, 2022, at 8:24 AM, Carroll, Rebecca M.<rebecca.carroll@anchorageak.gov> wrote: Carroll, Rebecca M. From: Carroll, Rebecca M. Sent: Wednesday, June 1, 2022 8:24 AM To: David Garness; ARM Septic Services, LLC Cc: Jeff Garness Subject: RE: 4901 natrona David, I think the 6 ft reading would need to be used as the seasonal high. Since a May reading showed a lower level, no adjustment would be needed. So it looks like Option A would still meet the separation to groundwater requirements. Becca Carroll Onsite Water and Wastewater Municipality of Anchorage 343-7908 From: David Garness <David@garnessengineering.com> Sent: Tuesday, May 31, 2022 2:04 PM To: ARM Septic Services, LLC <armservicesak@outlook.com>; Carroll, Rebecca M. <rebecca.carroll@anchorageak.gov> Cc: Jeff Garness <Jeff@garnessengineering.com> Subject: RE: 4901 natrona [EXTERNAL EMAIL] Rebecca, See email below from ARM Septic services regarding their findings. Per GEG inspection on 5/19/22 the test hole was dry (measured 8.8 feet below grade for a total depth). A special provision on the design states that "option B" can be utilized if a May groundwater reading shows that the groundwater in the testhole is below 8 feet. This was confirmed, however, there is a reading by ARM Septic showing groundwater in April at 6' (email below). It should be noted that the testhole is located in a significant depression and the April reading was likely influenced by surface water intrusion. In short, will you allow "option B" to be installed, or would the system need to be redesigned to match the groundwater reading by ARM Septic Services in April. Thank you From: ARM Septic Services, LLC <armservicesak@outlook.com> Sent: Tuesday, May 31, 2022 12:59 PM To: David Garness <David@garnessengineering.com> Cc: Jeff Garness <Jeff@garnessengineering.com> Subject: 4901 natrona Hello David & Jeff, It appears Rob did a site visit in middle of April and found H2O to be at 6'. Let me know if you guys have any questions. Thank you Mariah Campbell Member ARM Septic Services, LLC Ph: (907) 688-9433 �- % Ucp;unneot 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 Department On -Site Water and Wastewater Section Waiver#: OSV221016 COSA#: Permit#:OSP221042 PID#: 018-171-41 Legal Description: Elmore #1 Block 4 Lot 6 Engineer: First Water Consulting Applicant: Yanq KVu & Katherine Park Your request for a waiver of the required 10 feet horizontal separation from the absorption field to the west property line has been approved. The approved separation distance is 5.0 feet. See engineer's waiver request for justifications. This waiver approval applies to the proposed 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. ■■mmmmmmmmmm■ammmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm■■mmmmmmmmmmmmmmmmmmmmmmmma� Waiver is Granted: X Waiver is not Granted: Date: 3 19 1,zan Approved by: � '� L)1_ r Name of Reviewer mama®®®mmmmmmmm■mmmmmmm■■■mmmammmmmmmmmmmmmm■■■■mmmmmmm■■mmmmmemmmmmmmmmmmmmmm� MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax.- 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 018-171-41 Property owner(s) YANG KYU & KATHERINE PARK Day phone Mailing address 903 W NORHTERN LTS. BLVD. #200, ANCHORAGE, AK 99503 Site address 4901 NATRONA AVENUE, ANCHORAGE, AK 99516 Legal description (Sub'd., Block & Lot) ELMORE #1 B4, L6 Legal description (Township, Range & Section) 23 -590 .. _ .. q. Lot Size 3 S Ft. Number of Bedrooms APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field Q Initial ❑ Single Family (SF) El Septic Tank Q Upgrade Q (w/wo ADU) Holding Tank ❑ Renewal ❑ Duplex (D) ❑ Privy ❑ Multiple Dwellings ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDESWAIVER REQUEST FOR: 0-6)Or,c�lo� � IA h'��Per`i�� 1��� u 'I Distance: 5 �, —moi 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: -0595 Waiver Fees: t O a 5 Date of Payment: o a 5 aD,-) Date of Payment: 01�11? Receipt Number: 315 5 Receipt Number: `� O '-� O Permit No. DSP Z2 /092_ Waiver No. Q SV-?� 10 � (,o GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc 13030 Sues Way, Anchorage, AK 99516 907-350-9566 / firstwaterAK@gmail.com March 4, 2022 Municipalities of Anchorage On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 RE: SEPTIC SYSTEM UPGRADE PERMIT WITH WAIVER LEGAL: ELMORE #1 BLOCK 4 LOT 6 The property owner has requested we obtain a permit to upgrade the failed septic system of the above referenced lot. We propose to install one pressurized shallow trench and 1500-steel STEP gallon tank to serve the existing 3-bedroom residence. The design is based on the recent test hole conducted on March 3, 22. Groundwater was observed at test hole excavation and monitoring at 8’ & 10’ adjacent properties. We assume water levels will stay at 8’ or greater and anticipate installation to occur by end of June 2022. We will submit escrow letter with bids to accomplish this. We request a 5’ field to property line waiver in this request. We do not anticipate any ill effects to adjacent properties or this property with granting this waiver request. There are no ill effects to the western lot per site measurements or the lot’s layout. The decommissioned septic will be at least 5’+ to the western property line. The slopes are flat at the proposed upgrade location. The lot and area are served by private water. The design will not impact any of the neighboring properties. Please contact us if you have any questions. Sincerely, Curtis Huffman, P.E. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221042, Rebecca Carroll, 03/09/22 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221042, Rebecca Carroll, 03/09/22 OPTronl ,B DESIGN CALLS: 3 BDRM X 150 GPD = 450 GPD 450 GPD/1.2 GPD/SF. = 375 SF SAS 375 SF / (5 x .78)(1.5 ED) = 58 FT. TRENCH USE 1 TRENCH — 58' (L) X 5' (W) X 1.5'(ED) TOTAL DEPTH FROM EXISTING GRADE: —4' NOTES: STAKE P OPERTY LIN LL MUnicpality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMFIJP 58 LF 1 1/4" PVC WITH 3/16" HOLE @ 1.9' SPACING (TYP) NO SLOPES >25% WITHIN 50' OF PROPOSED FIELD. /'sc ELL RADIUS PRIOR TO CONSTRUCTION N89'59'58"E 1,32.06- 10* UTILITY ESMT 15.0 ^ 195. � SHED SHED a d 00 LOT 7 BLK 4 z _ v E DECOMMI ON EXISTING Q S.T. & STALL NEW W 1500 -GALS STEP TANK LOT 6 m 0 POSSIBLE FCHORs. BLK 4 LL00 O MH MH ® FCO Q° DECK m O 76.0s--- o DECK o EXISTING 00 < 30• C5 3 BR HOUSE Z2 LOCATE PROPERTY LINE AND WELL RADII27 0' 23.0• PRIOR TO CONST. 282• DECK DECK LOTS 5 AND 7 HAD GROUND WATER WELL AT 10' IN JUNE. FLAT MT COW 5. OFFSET • DA a MT NO SLOPE > 25% �+T LOCATE PR ERTY LINE WITHIN 50. OF AND RADII PROPOSED SYSTEM TH 21-1 PRIOR T CONST. S86'1 'W 131.80' (N8 46 "E 132.00' R) M NO WELLS WITHIN NATRONA AVE 100' OF PROPOSED SEPTI TANK ELMORE #1 BLK 4 LT 6 PREPARED FOR: YANG KYU & KATHERINE PARK 4901 NATRONA AVE ANCHORAGE, AK 99516 FIRST WATER CONSULTING 13030 SUES WAY ANCHORAGE, AK 99516 907-350-9566 FirstWaterAK©gmail.com SUPPORTSERVICE Fwcs r�z� DATE: 3/4/22 SURVEY: JLS DRAWN: FWCS SCALE: 1" = 40' PAGE: 1 OF 2 LOT 5 BLK 4 OF .AL�� 9 TH Tek _ rtis Huffman CE 128991w '/4/22 ��sstolz�' PT/DISI B K4jnicipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COW UF DESIGN DETAILS: OSI -221042 Rebecca Carroll, 03 - INSTALL NEW 1500—GAL STEEL STEP TANK. MAINTAIN 10'+ FROM FOUNDATION, 100' TO WELLS, 5' TO FIELD & DECK SUPPORTS WITH 4' OF COVER OR INSULATION. INSTALL 1 58'L x 5'W x 1.5'ED TRENCH —4' FROM GRADE w/ 3'+ OF COVER MAINTAINING 100' TO WELLS / SURFACE WATER, 10' TO LOT LINE,.... INSTALL PER AMC 15.65, 15.55, & MASS... TANK BEDDING, SEPARATIONS, MATERIALS,... 15.0' ^ 19.5' N SHED SHED N O 00 4 z� of DECOMMI SION EXISTING Q S.T. & STALL NEW W ir7 1500 -GAL S EL STEP TANK LOT 6 M 0 WITH N FCO & P SSIB E NCHORS. BLK 4 0 MH MH NATRONA AVE ELMORE #1 BLK 4 LT 6 PREPARED FOR: YANG KYU & KATHERINE PARK 4901 NATRONA AVE ANCHORAGE, AK 99516 FIRST WATER CONSULTING w I ry 0- 00— r- I00 r, 00 N= 00P N.. O r- 6 O 00 z0 SUPPORTSERVICES: OFrwcs AL�� ��. 9TH`Y C * T] DATE: 3/4/22 ZQ � • DECK SURVEY: DRAWN: m O ✓' CE 128991 w • 3/4/22 ' 7 6.0' O 1" = 30'ssto�' ,eAO 1-1 PAGE: EXISTING 0 00 DECK o < 30" M 3 BR HOUSE z LOCATE PROPERTY LINE 23.0' AND WELL RADII 27.o' M PRIOR TO CONST. 28.2' CONC DECK DECOMISION EXISTING SYST 0 FLAT MT CONC 5' OFFSET • D/W MT NO SLOPE > 25% FLAT LOCATE PRO ERTY LINE WITHIN 50' OF AND WE L RADII PROPOSED SYSTEM TH 21-1 PRIOR T CONST. S8 6'1 'W 131.80' (N8 46' "E 132.00' R) 0 NATRONA AVE ELMORE #1 BLK 4 LT 6 PREPARED FOR: YANG KYU & KATHERINE PARK 4901 NATRONA AVE ANCHORAGE, AK 99516 FIRST WATER CONSULTING w I ry 0- 00— r- I00 r, 00 N= 00P N.. O r- 6 O 00 z0 SUPPORTSERVICES: OFrwcs AL�� ��. 9TH`Y C * T] DATE: 3/4/22 rtis Huffman.i 13030 SUES WAY SURVEY: DRAWN: JLS FWCS ✓' CE 128991 w • 3/4/22 ' ANCHORAGE, AK 99516 SCALE: 1" = 30'ssto�' ,eAO 907-350-9566 FirstWaterAK©gmoil.com PAGE: 2 OF 2 4661 13030 Sues Way - Anchorage, Alaska 99516 Tel. 907-350-9566 firstwaterAK@gmail.com SOILS LOG - PERCOLATION TEST LEGAL : ELMORE #1 B4, L6 PERFORMED BY: FWC - I CURTIS HUFFMAN CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE & MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 3/2/2022 DEPTH FEET OG SOILS 1 2 ORG/OL-FILL 3 4 5 6 SWgw-gm Mod. dense 7 8 9 8’ GRND. WTR. 10 11 BOH 12 13 14 15 16 17 18 19 20 Reading Date Gross Time Net Time Depth to Water Net Drop 2/3/22 10 min 6” 5 3/16” “ 6” 5 3/16” “ 6” 5 3/16” “ 6” 5 3/16” “ 6” 5 3/16” “ 6” 5 4/16” PERCOLATION RATE 2 (MIN / INCH) TEST RUN BEWTWEEN 4 & 5 FT PERC HOLE DIAMETER 6” PRE-SOAKED PRIOR TO TEST & ALL READINGS TO THE 1/16TH. GROUND WATER ENCOUNTERED: YES IF YES, AT WHAT DEPTH: 8’ DEPTH TO WATER AT MONITORING: 8.5’ DATE: 3/2/22 TESTHOLE # 22-1 DATE PERFORMED: 2/2/22 SEE SITE PLAN FOR SLOPE & LOCATION COMMENTS: VERIFY GROUNDWATER MT AT TIME OF CONSTRUCTION PERFORMED FOR: KATHERINE & KYU PARK YANG 3/2/22 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221042, Rebecca Carroll, 03/09/22 y.. GRE"'`ER ANCHORAGE AREA BOI'1UGH Department of Environmental Quality 3330 C Street • Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME w`�110'� HOW MAILING ADDRESS COX /005.0 #A(L' "52Z PHONE alt - 5 �&7 LOCATION LEGAL DESCRIPTION GIWOre, b10c,IC y 'OT SEPTIC TANK: DISTANCEl r I NUMBER OF FROMWELL fit) MANUFACTURER 6CIK"e i- MATERIAL-Ek'f`914.SS COMPARTMENTS INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITY l�'i0 GALLONS. I TOTAL LENGTH 331 DISTANCE FROM WELL IA -b I FOUNDATION NEAREST LOT LINE CI OF LINES NUMBER OF LINES I DISTANCE BETWEEN LINES TRENCH WIDTH IN. TOTAL EFFECTIVE ABSORPTION AREA —cr_ SQ. FT. LENGTH OF EACH LINE / r DEPTH OF FILTER DEPTH: TOP OF TILE TO FINISH GRADE ala• MATERIAL BENEATH TILE ABOVE TILE �IN. WELL: TYPE C' Ell 114 CONSTRUCTION D),jcd- DEPTH DISTANCE FROM: BUILDING NEAREST NEAREST SEPTIC SEEPAGE FOUNDATION , LOT LINE., SEWER LINE . TANKfit', SYSTEM la� CESSPOOL . OTHER SOURCES APPROVED DISAPPROVED DISTANCES:. t) INSTALLED BY: �k ��N�LI•PaY`�_. 1 r SEWER LINE DEPTH: PIPE MATERIAL: lost" if -oh and 'PIt' f: �a5C- LOT SLOPE: _ REMARKS: .Jo ``L, Form Eq -032 _REMARKS - DIAGRAM OF SYSTEM lei c as }- C� C�ranowf' . f'��y,t•�eSs. DATE 7/7/7C APPROVED G.A.A.B. GREYER ANCHORAGE AREA BO`. DEPARTMENT OF ENVIRONMENTAL DUALITY PERMIT NO. 3110 "C" STREET ANCHORAGE, ALASKA 99503 TELEPHONE 214-4361 SEWAGE DISPOSAL SYSTEM - APPLICATION AND PERMIT NAME OF APPLICANT 'if , /g •" INSTALLATION LOCATION/ LEGAL DESCRIPTION /( INSTALLATION OF: SEPTIC TANK TYPE AND SIZE OF FACILITY TO BE DO FINANCED THROUGH .../ TO BEI TALLED BY SOIL TEST RESULTS ��y OTE EI THIS PERMIT IS NOT VALID WITHOUT SOIL TEST COMPLETION DATE ANTICIPATED FINAL INSPECTION: 24 HOUR NOTICE REOUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALLTY AUTHORITY WILL BE SUBJECT TO PROSECUTION. SEPTIC TANK MINIMUM DISTANCES. REQUIREMENTS FOUNDATION TO SEPTIC TANK J r FOUNDATION TO SEEPA`G7g PIT DRAIN PtE%D SEPTIC TANK TO SEEPAGE PIT WALL // ^� SEPTIC TANK -- SEEPAGE PIT DRAIN MtD' TO NEAREST LOT LINE. F!''II!lltD�� WELL TO SEPTIC TANK-. SEEPAGE PIT DRAIN FIELD ��L' ALSO CONSIDER AREA WELLS. WATER MAIN TO SEPTIC TANK SEEPAGE PIT DRAIN FIELD I � SEPTIC TANK./� SEEPAGE PIT ��_ DRAIN FIELD4621L. TO RIVER. LAKE. STREAM. CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION S FEET INTO UNDISTURBED SOIL. A INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. r' %'' 70 /orScr GRAVEL BACKFILL ZZ TO BOROUGH RE LATIONS REGARDING INSTALLAT N. 4/ &nz c.w.A.s. � OR V I LICENSED DESIGNER '32 EA SIZE Ta QIA6RAM SYSTEM�� 1 CERTIFY THAT 1 AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 25.00 AND THAT THE ABOVE DESCRI D SYSTEM IS IN ACCORDANCE WITH SAID CODE. DATE /�/5PPLICANT'S SIGNATURE /�^�s'4j� ��r •� �'�g� FO@M NO. 90-014 I �■■1f NOON■■ ■ 001soon On�E NOON■ MEME =■ — ■ 01 ME / ■EEE■ ■ ■■■ ■■■IN -NONE EE ■■■■■■■■■■■■■■■ ■■E■■ ■■E■■■■E■E■ ■ENE■NEEEEEEEEEE■E ■E■E■EEEEEE■EE■EEE ■u■■uE■■E■■■■E■■ E■■MEEEEEE■E■EEEEN EEE EEE■EEENOEE 1 CERTIFY THAT 1 AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 25.00 AND THAT THE ABOVE DESCRI D SYSTEM IS IN ACCORDANCE WITH SAID CODE. DATE /�/5PPLICANT'S SIGNATURE /�^�s'4j� ��r •� �'�g� FO@M NO. 90-014 Performed for G ) L2 Legal Description: This form reports: Depth Feet 2- 3- 4- 6- 7- 8- 9- GREATER ANCHORAGE AREA QOROIN n Department of Environmental Q6-iity 3330 "C" Street Anchorage, Alaska 99503 SOILS LOG - PEROLATION TEST s log 4 Date Performed 14 - Was ground water encountered? /.2 If yes, at what depth? /3 n1 Reading Date Gross Time Net Time Depth to Water Net Drop vercoiation rate__ _mInuLIe. -Proposed installation:_ T Seepage Pit Drain Field Depth of Inlet Depth to bottom of pit or trench COMENTS: — — -- qq---- ------- — ------------ Performed EQ -040 (6/74) •. Lor, 3 ^^ 0 EA.�e'MLNT� -T'- '� N• 89`.46'.30"E, /32.00 P,eOf�05'E•O E'LEYAT/On/ - - BLGY . Q: /07.0 /06.7 -SGriE SLJi a — /07.3 1 It L• the responsibility of the ownerbi 682 �lldeC. 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NOIIV31:1112130 SA33NION3 'J S1N3WWOO S,2133NION3 'd (Ijam Aliunwwoo li jo paimbei uegl ss9l A saouelsip aalua aseGld) :0110-1 uo 110M alenlad woad 93ONVISIa N0llVUVd3S '3 4 ON A sa.l ® .006 <aaleM aoejjnS ON A saA ® ooZ < sllaM Allunwwo0 11 ON A s@A ® ,O L < aurl aol,ueS aaleM 4 ON A sE)A ® AOL < sllaM alenud 11 ON A s0A ® A L < uleW aaleM :s10-1 lueoefpy uo sllem 11 ON A sa.l ® O L < oui l AlaadoJd Molaq luawwoo fennanup japun sl play uolldiosge 1l - ON 1l se), ® pL < uollepunod 6u!PI!n8 !, (pa.imbei uegl ssal 1! s uelsip aalue aseald) :ol;o-I uo plaid uolldiosgy woad molaq luawwoo Aennanup aapun sl duel olldes 11 11 ON A sad ® OL < aurl aolnaaS aaleM 11 ON A sa.0 ® AOZ < sham kllunwwo is GN A `s5,k AL-< uleW aaleM 14 ON A sal. ® OOL < sllaMGInud :4 ON A sal. ® S < plaid uolldaosgy :slo-I luaoefpV 0 sllaM 11 ON A sal. ® 5 < oul-1 �(laadoad 11 ON A Jy saA ® ,00L < (eM eoepnS :4 ON A sal. ® 06 < suollepunod 6u!pl!n8 .y ,;(pa.nnbaj uegl ssa[ J! saouelsip Ja1ua aseald) :0110-1 uo 3luel 6ulploH/3l;daS woad 11 ON A sal. ® U ON A so)` ® OL < ulew jamaS Allunwwo0 AOL < obeaolS elaaox3 lewluylaanuen 4 ON d! sa.l 11 ON d! sal. ® 05 < luawuleluo0 lewlud AOL < spla!d uo1ldiosgy 6ulaogg6!aN 11 ON A sa). ® AOL < � Uel bulPIOH 11 ON A sa)` ® AOL < 10-1 uo plaid uolldiosgy 4 ON ll sal. ®,9Z < eul-1 o!ldaS/iomeS alenud 11 ON A sad® AOL <duel buuoggblaN 11 ON A SO), ® 4 ON A sal. AOL < lnouee10laloqueIN aamaS Al!unwwo0 00 6 < 10-1 uo uollels 11!-11� Ue 1 olldaS (Ijam Aliunwwoo li jo paimbei uegl ss9l A saouelsip aalua aseGld) :0110-1 uo 110M alenlad woad 93ONVISIa N0llVUVd3S '3 Municipality of Anchorage • Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 018-17141 COSA # DL Iq Expiration Date: _ — /2 — Q G 1. GENERAL INFORMATION Complete legal description Lot 6, Block 4, Elmore Subdivision No, t Location (site address) 4901 Natrona street Current Property owner(s) Carolyn Hilton 345.5337 Day phone Mailing address 4901 Natrona Avenue Anchorage, AK 99516 Lending agency Day phone Mailing address Real Estate Agent Day phone Mailing Address Unless otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER AF BEDROOMS: Three (3) 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well Individual Water Storage R1 ❑ Individual On-site 0 Community Class Well ❑ Individual Holding Tank ❑ Public Water System ❑ Community On-site Public Sewer ❑ ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Onsite Systems Approval (COSA) based only upon the representations given in paragraph 4 by an Independent professional civil engineer registered in the State of Alaska. Certificates of On -Site Systems Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also Issues COSAs upon request to homeowners. Certificates of On -Site Systems Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water? sample results. (Certificates may be reissued for a period of up to one year with valid water samples.) Ce�ricates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage Is not responsible for errors or omissions In the professional engineers work. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify thaty investigation, based on procedures outlined in the Certificate of Onsite Systems Approval Guidelines for is 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 ori the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system Is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations In effect at the time of Installation. Name of Firm Anderson Engineering Address P.O. Box 240773 Anchorage, AK 99524 Engineer's Printed Name Michael E. Anderson, P.E. 6. DSD SIGNATURE 1,11� Approved for %? bedrooms. Disapproved. Phone 522-7773 Date 5117/2°°5 Conditional approval for bedrooms, with the following stipulations: COSA Checklist X Septic System Advisory —x Well Flow Advisory Nitrate Advisory Arsenic Advisory Maintenance Agreements Supplemental Engineer's Report Other By: Original Certificate Date: (a Municipality of Anchorage Development SeMces Department Building Safety DlvWw On -Sits Water 6 Wastewater Program 4700 Braliaw Street .!: CERTIFICATE OF ONSITE SYSTEMS APPROVAL CHECKLIST Legal Description: La 0.8lodr 4, 8rn" sotw MM Na 1 Parcel ID o1a 11141 A. WELL DATA Well type P"MW If A, B, or C provide PWSID S _ Wen Log (YIN N Data completed _ Sanitary seal (Y" v wires Properly protected (Y/N) Y Tolal depth 112 fL Cased to L12 ft. Castnp height(above ground) >12 in. FROM WELL LOG AT INSPECTION Date of test 516ao0e StanC waterievel R 76.3 --R Well production g•P•m• e.6• p.p.m. '. WATER SAMPLE RESULTS: Conform o colonlesMW ml. Nitrate •934 mg/LArsenla ND Other baderfa o co)ontesM00 ml Date of sample: 4mnooe Collected L Hwnwwme.I' B. SEPTICIHOLDING TANK DATA Tank 7ype/Materiat - sapod shw Date installed 717175 Tank size laso gal. Number of Compartments TWO Cleanouts (YIN) y Foundation cleanout (Y/N) Y Depression over tank (Y/N) N High water alarm (YIN) N Data of pumping =08 C. ABSORPTION FIELD DATA Pumper n nft Date trustalled 7g175 _ SQIi rating (g.p.dJlt°a tt'/bdrm) es sPBwtM.. Sy_TLw4p 33 iencm It. Width 2.07 R Gravel below pipe 14 fL Total depth s R Eff. absorption area -MLe Mon torinp tube N Depression wen Reid N Date of adequacy test &V2009 Results (Pass/Fgo) Pau For a bedrooms Fluid depth In absorption field before test 44.0 M. Water added_em 5 gal. New depth' 47.0 in. Elapsed Tkee: 1-20o min. Fkml ftuld depth 4ae in. Arty re)uven M 01156trrent (pest 12 ma) (YIN 3 type) Absorption rate >= 45o g.p.d. If yes, give date D. UFT STATION Date installed Size In gallons Manhole/Access (Y/N) mpan'IeveFat= ieverattn. storm & chug mgwenwW E. SEPARA11ON DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO.- Septic O:Septic tankAfR station on lot 1,11w ..� On aalacent 10 301W Absorption field on lot >tar On adjacent kris >1W Public sewer mem wA Public sewer manhole/deanout NIA Sewer /septic service line 3025' Holding tank WA Animal cont lnment areas ManurelaMmal excrete storage areas t+ls�tc SEPARATION DISTANCES FROM SEPTIGHOLDING TANK ON LOT TO: Building foundation >s Property line >s Absorption field >s ---- Water main ; --- wA --- --- VMr service line : -- "o' - - - - Surface water -- >my --------- Wells an adjacent kits 1,1ar r SEPARATION DISTANCE FROM ABSORPTION FIELD,ON LOT TO: Property line >t0 Buitdingfoundation >,Vy Water main NIA Water SeMT�6 One >10 Surface water >top omeway, pad mNahide storage >s Curtain drat* N" Need -- Wells on adjacent 10414 � F. COMMENTS - O. ENOINEEfk'S CERTIFICATION I ceffy that I have determined-YhFln /d In tions and review of AA�yunic*al records that the above sys res are in conhxmanc¢ wilh MOA COSH g%*Iffneflhct onthfs tlate �_ Engineer's Printed Name sid" E Mrdwsm P.E. Date SnIrAw COSA Fee $ : 4 3 O Date of Payment 5 z/ 7 Receipt Number 6,203 pisv. ttN'.f) � Waiver Fee S oats of Payment Receipt Number Municipality of Anchorage ' Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 Septic System Advisory Health Authority Approval # 060191 During a recent adequacy test on the septic system for Block 4, Lot 6 of Elmore #1 subdivision, 44.5 inches of standing water was observed in the absorption field. This indicates that approximately 93% of the absorption area is inundated. Although this system passed the adequacy test, the remaining life expectancy may be limited. This advisory must be attached to all copies of the subject Health Authority Approval. SGS Refa 1062095001 Client Name Anderson Engineering Project Name/! Lot 6 Block 4 Elmore Client Sample ID Lot 6 Block 4 Elmore Matrix Drinking Water PWSID 0 Samplc Remarks: All Dates/Times are Alaska Standard Time Printed Date/Time 05/08/2006 16:20 Collected Date/time 0427/2006 12:15 Received Date/rime 04272006 12:31 Technical Director Stephen C. F.de Allowable Prep Analysis Parameter Results PQL Units Method Container ID Limits Date Date Init Metals by ICP/M3 Arsenic ND 5.00 ug/L EP200.8 C (<-10) 0428/06 05/03/06 SCL Waters Department Nitrate -N 0.934 0.100 Microbiology Laboratory Total Coliform 0 mg/L EPA 353.2 B (<=10) 0428/06 ALR coUl00mL SM209222B A (<=1) 0427/06 TLF :tSA:.c:McNr�.t ' � N. 89°•4G'30"E, /9�.Op �t _.• t P.�O/�05�0 • , ' E'1-6—YA770Y .BL.OG. /07.0 F/N. O7Aoa ./0,9.7 �E %SLA U - /o7.a e g \20 N, It I- the responstbtUty of the owner* ender, prior w tonstruetlon, to tent 68t vpnsed bulld:n- grade Matlte to tin ,ed trade aIle ut:l:ty eonnectIms an determine We ex tence of any east =U. cotenants, or resu:tUoM ahtc s not appear on We teoorded tubdlel i� 0 � 2�l la•+1 ;g ' VO A jl�'! f n irnIr�• woob • „ p iL,E t p 6VItDING A ECERTIFICATION , ' z6. • 76=1 • $ 1 � �it °` 't:rr.•igJ. I P / N1 _I Or Al so .. y; . �, •.•ty 1 iV, 89 °��' 30 "E. /32.00 *:6*0000 so to a9� ; 4 . we GJ.I.::::::�.is olel Y ALN i 42.08-S t .;:so.IV.Qi'FZ�/J/'. A E:-. - LEGEND! LOT SURVEY CERTIFICATION 9 Bon Pips Monument . Suet Pin Lot M: s Block o Surrey Hub a Toes, I -f • .r.. Anchorage Recording Precinct, Alnkir REVISIONS 9� r•Po1O `"r' 01CtM90N 0 AIDANCII•tEE Resideme of: — / ®ENGMCCRt aaa0eert�uuet �..,..L—r—rr ori ,ter yi Sce,i: � Me --- -... __.•�s�_,t_n_. r acCr F-0 5-16-74 1,V/0 9#z5s ANDERSON ENGINEERING P.O. BOX 240773e ANCHORAGE, AK 99524 522-7773 677-7766 FAX MEMORANDUM DATE: June 12, 2006 TO: Jeff Poet FROM: Mike Anderson, P.E. SUBJECT: Lot 6, Block 4, Elmore Subivision No.1 Certificate of On Site System Approval We have revised the surveyor's as -built to show the remaining cleanouts on the property. Neither cleanout is closer than 10' from the property line. We have also changed the notations on the checklist to state that no animal containment area or manure/animal excrete storage areas are found on the lot. Please advise if you have further questions MUNICIPALITY OF ANCHORAGE • .r DEPARTMENT OF HEALTH S HUMAN SERVICES Division of Environmental Services On -Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. t! HAA # W1`07 fn1� 1. GENERAL INFORMATION Complete legal description Lot 6; Mck 4: EXmwte Subdi.vi6ion 01 Location (site address or directions) 4901 Na Acna Stneet Property owner CoAotyn and Je66rtey Jo4dan Day phone 345-5337 (h) Mailing address 4901 Natkona StAeet Ancho4age, AK 99516 762-222 w Lending agency Mailing address. Agent Address Unless otherwise requested, HAA will be held for pickup. 2. NUMBER OF BEDROOMS: 3 y 3. ' TYPE OF WATER SUPPLY: Individual well XXX Community well Public water Day phone Day phone NOTE: If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. 4. TYPE OF WASTEWATER DISPOSAL: Individual on-site XXX Holding tank Community on-site Public sewer NOTE: If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025(1...1/21) Front MOAF21 I 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 of this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I furtherverify that based on the information obtained from the Municipality of Anchorage files and from my invest!gation and Inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm S & S ENGINEERING 17034 Eagle River Loop Address Eagle River Alac4n eeS Engineer's signature 6. DHHS SIGNATURE 1 1 Approved for �Z�_0 3 bedrooms. Disapproved. Conditional approval for Additional Comments Phone Date bedrooms, with the following stipulations: By: (s<. cGt Date 9 3 • The Municipality of Anchorage Department of Health and Human Services (DHHS) Issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending institutions in orderto satisfy certain federal and state requirements. Employees of DHHS do not conduct Inspections or analyze data before a certificate is Issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 72025(FkW.W1) Br uwni L .. ® Municipality of Anchorage Department of Health and Human Services HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: /oT (o /u Q- 6_Ac,,t6 S Parcel I.D. 9 A. Well Data Well type P& I r/A'T6' It A. B, or C. attach ADEC letter. ADEC water system number Log present (Y&. AJD Date completedy lC. Driller (/•K . Total depth / / Z Cased to 1/2 Casing height I rt Sanitary seal &) (e!-, C Wires properly protected&) !gC FROM WELL LOG Date of test N�AVAIL Static water level 14! -f' Well flow IV IAAI(- g.p.m. Pump levell / d % ' *ODOQAJAC LOC, U"AVAILA✓SLE. PA7A F967M FL/nP SEPARATION DISTANCES FROM WELL TO: KEN r AT INSPECTION e -719/y-3 �3 m C s-, 4' g.p.m. r* -� cn WMP N07, lzeACIIQ.� q< e m :n K,cRACEMEur D/J /00/`1 y w SoHNSoN 1.Y�1(.�/N(, ti Septiclheldingtank on lot /'C K> /t : On adjacent lots Absorption field on lot �GO �� ; On adjacent lots Public sewer main r%s/� Public sewer manhole/cleanout1l20 f I Sewer service line ZS Petroleum tank iflONL� K,v�J WATER SAMPLE RESULTS: /ura Coliform 01/0DAa, Nitrate 0•59 v Otherbacteria N0-0✓� Date of sample: �l�//I�%3 Collectedby: 51�.�N6/N�Cr2/uCo B. SEPTICM0tefN&TANK DATA Date installed WILL Tank size /Z56 Compartments Cleanouts Y/ ) Ycs Foundation cleanout6N) YC Depression (ya tib High water alarm (1f/N)1 �� Alarm tested (Y/N) /ii( Date of pumping �r %� Pumper AucHo�z mr E CdSAmL- SEPARATION DISTANCES FROM SEPTIC/I+)l:&N TANK TO: Well(s) on lot loo f-,,- On adjacent lots _(U� It Foundation To property line I A- Absorption field', -/0 r Water main/service line Surface water/drainage J(xN (-yl- ;YE Ax /"SPEC/ON 72-026rM)•Fmt CONTINUED ON BACK PAGE C. LIFT STATION AWC Date installed Manufacturer Size In gallons Manhole/Access (YM) Vent (Y/N) High water alarm level 'Pump on" level at Meets MOA electrical codes (YM) SEPARATION D. ABSORPTION FIELD DATA tested STATION TO: Levet at adjacent lots Surface water Date installed Soil rating (GPD/Ft2) S System type Length r Width 3e– Gravel thickness Total depth Ir Total absorption area 264- Cleanout present&) I EJ Depression over field (Y/ l/� o o Date of adequacy test %3 Resun pas fail) /",45- C ' for /r►KEE 3 Bedrooms Water level In absorption field before test' O After test 0 Peroxide treatment (past 12 months) (Y/N) If yes, give date ALA SEPARATION DISTANCE FROM ABSORPTION FIELD TO: Well on lot_%Uy r� On adjacent lots W Property line To building foundation /,9 't To existing or abandoned system on lot N'N6_ On adjacent lots ZO r7 Cutbank �%�� //2ESEWI Water main/service line Surface water f:22 /f- Driveway, parkingivehicle storage area S i Curtain drain AbUE l(uL&),y E. ENGINEER'S CERTIFICATION I certify that I have checked, veriried, or conformed to OA and HAA guidelines insffea o!i they ol"Mis inspection. r .�•' MK o`v�t Signature S&SENGINEERING 17034 Eagle River L No.404 t«s, �� as?' Engineers NarUSIO e . . •., %3 Date HAA Fee $060 Waiver Fee $ Date of Payment q—1 —�/ Date of Payment Receipt Number a S/ 7/ r 47 Receipt Number 72.026 PM)' Sack Q9/14/93 16:36 CTBE EWIFZD4ENTAL LAB SERVICES 4 9073761167 MJ. OGS �•+'-' COMMERCIAL. TESTING & ENGINEERING CO. ENVIRONMENTAL LABORATORY a[RVICFB REPORT of ANALYSIS 5833 a STREET ANCHORAGE, AK 92518 Chemlab Ref.4 :93.4144-1 TEL: (907) 662-2943 Client Sample ID :L6 B4 ELMORE S/D M1 FAX: (907)5815301 Matrix %WATER WORK Order 170804 Client Name sS & S ENGINEERING Report Completed :09/14/93 Ordered By sR. SHAFER Collected %09/11/93 @ 09%47 hrs. Project Name s Received 109/11'E/99133 @ 11115 hrs. Projectl! : Technical Director sSTF�HL` r ID --I— PWSID %UA Released By : / mple Remarks: ROUTINE SAMPLE COLLECTED BY: S.S. Allowable Ext. Anal Results Qual Units Method Limits Date Date Inst ------ 4 Parameter _ -~ 09/11 LLH Nitrate -N - 0.56 mg/L EPA 353.2/300.0 1 ----------- See, Special Instructions Above •• See Sample Remarks Above practical quantification limit. U i Undetected. Reported value is the D ■ Secondary dilution. UA = Unavailable 14A Not LT i Less Than ed GT • Greater Than %*SGS Member o1 the SGS Group (Socl6l9 G9nkale Ce Sur"'Ilance) NEW JERSEY, SOUTH CAROLINA IM Al ASKA COLORADO, UTAH, ILLINOIS, OHIO. MARYLAND, WEST VIRGINIA, Time APPLI("JT FILLS OUT UPPER HA(^ONLY Time Property Owner `w7=7 Date Date Phone Date /�/'Gr Inspector Inspector Malllh:,Address p/j.S—/� 1 Zip Code 1%$IJ eZ 1SJ Buyer Address Zip Code n _ yc�✓/'� ' Lending Institution DEPT- O DEPT- Of HP.A!T!I tr ENVIRONM-NTAL P6J-4c:rlOt Phone Address" _ Zip Code HOV 29 23` Realty Co. E Agent �T" . L� � Lt Phone Address Zip Code r ^ ' 3 1j 0 Legal Description d Street Location 'jl DATE pe Residence B y Single Family Multiple Family No. of Bedrooms Date Sewer Installed Well To ADsorptlon Area ❑ Other Welt to Tank Water Supply t Individual ATTACH WELL LOG. A well log Is required for all wells drilled since June 1975. ❑ Community �l For wells trilled prior to that date. give well depth (attach log If available). ❑ Public Utility t Sewer Disposal Individual Year Individual Installed: ❑ Public Utility When Connected to Public Utility: ❑ Holding Tank NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REOUEST BEFORE PROCESSING CAN BE INITIATED. Time Time Time Time Date Date Date Date Inspector Inspector Inspector Inspector Field Notes: ,L7� /yL f7 0 A1UNIOF ANCHORAGE n _ yc�✓/'� ' DEPT- O DEPT- Of HP.A!T!I tr ENVIRONM-NTAL P6J-4c:rlOt . HOV 29 23` RECEIVED a7 �� (�) APPROVED BEDROOMS DITIONS OF APPROVAL (('DISAPPROVED ( ) CONDIPPROVL• DATE B y Solis Rating Date Sewer Installed Well To ADsorptlon Area Well Log Received Welt to Tank Septic Tank Size f noxa r 3 December 7, 1983 Tom Truman c/o Century 21 Sleeper, Inc. 8050 old Seward Highway Anchorage, AK 99502 Subject: Lot 6, Block 4, Elmore Subdivision fl Approval for the individual sewer and water facilities cannot be granted until the following items have been completed: • The septic tank pumped with a receipt submitted to this department. • An adequacy test needs to be performed on the existing leaching area. This test will determine if the system is C adequate according to National Standards. A listing of private firms performing the test is enclosed. This report needs to be submitted to this office for our review. Please notify this Department for a reinspection when the noted discrepancies have been corrected. If there are any further questions, please call this office at 264-4720. Sincerely, 1 Jim Roberts Associate Environmental Specialist JR10/ej/E1 Enclosure cc: Century 21 Sleeper, Inc. 8050 Old Seward Highway Anchorage, AK 995U2 ppjj�� np MM j�203 4oe �UV SPUN ANDA Pogo AAN HORAOE,VALASKAIT99501 CONSULTING ENGINEER TELEPHONE: (907) 279.3916 Alene Palmer Century 21 Sleeper Anchorage,Alaska 99502 LEGAL: SEPTIC SYSTEM SANITARY CAP SURFACE GRADING CASING ABOVE GROUND RIGID CONDUIT TYPE OF WELL LAB TEST SEPTIC TANK PUMPED: February 23,1984 WELL INSPECTION LOT 6, BLOCK 4, ELMORE NO. 1 DISTANCES OK. CAPS IN PLACE YES YES 18 INCHES YES RESIDENSIAL SATISFACTORY JULY 28,1983 -, APPWI NT FILES OUT UPPER HA`_'i ONLY Property Owner a Phone Matling Address "� (\u. 21D Code Buyer Date Address Inspector Zip Code Lending Institution `r_!� - Q `\Z•!�S✓� / Z� Phone Address Zip Code -CONDITIONS OF APPROVAL Realty Co. & Agent c a \ S l2�r-QPn Mc -' Phone Address Address \ \ \ \� Zip Code' C <Q �'�77ft 3� -29 Legal Description 1 •.,y. /,� L`-', l Street Location Soils Rating Type of Residence i Well Log Received Single Family 7s O Multiple Family No. of Bedrooms O Other Water Supply JO Individual ATTACH WELL LOG. A well log Is required for all wells drilled since June 1975. []-Community For wells trilled prior to that date• give well depth (attach log If available). O Public Utility Sewer Disposal A Individual Year Individual Installed: O Public Utility When Connected to Public Utility: O Holding Tank • NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. Time Time Time Time to a7 7-42 Date Dare Date Inspector Inspector Inspector Inspector Field Notes: _Q� (3 ) APPROVED BEDROOMS -CONDITIONS OF APPROVAL ( ) DISAPPROVED ( ) CONDITIONAL APP`` AL - DATE BY: _ Soils Rating Date Sewer Installed Well To Absorption Area Well Log Received Septic Tank Size % 7s Well to Tank Q )tan a" n, n ALASKA Cf ufflC1WTAL COnTROL RUM, M, inc. Enginccrinq 6 Enuironmcntal Sludics MUNICIPALITY OF ANCHORAGE D'?T. Cr HE+LT4 R ENVG ,4-t.:A. PBO:E=TI_.`7 JUL 2 0 1982, i R�C�IYEA . t JULY 12 1982 CENTURY 21/G GOODGAME 8050 OLD SEWARD HWY ACHORAGE AK 99502 SELLER — JACK HALL BUYER—TRUMAN SUBDIVISION—ELMORE SUBDIVISION BLOCK -4 LOT -6 ADEQUACY TEST FOR SEWER SYSTEM THE TYPE OF ABSORPTION SYSTEM IS A TRENCH WITH AN AREA OF 264 SQFT. THE SYSTEM IS CAPABLE OF ACCEPTING 450 GALLONS OF WATER PER DAY. THE SURGE CAPACITY OF THE SYSTEM IS 700 GALLONS. BASED UPON THE TEST DATA THE SYSTEM IS ACCEPTABLE FOR A 3 BEDROOM HOME. SEPTIC TANK ADEQUACY THE EXISTING SEPTIC TANK VOLUME OF 1250 IS ADEQUATE FOR THIS 3 BEDROOM HOUSE. 1220 Wtst 25th Aucnut • Anchorap. Alaska 99503 0 (901) 216.1361 July 13, 1982 Jack and Hazel hall N.}I.N. Natrona Avenue Subject: Lot 6 Clock, 4 Elmore Sub !1 Approval for the individual sewer and water facilities cannot be granted until the following items have been completed: /i'-� The water analysis report needs to be submitted to this ��- office from the Chem Lab, 5633 C Street, for our review. �v Expose the well for our inspection to determine proper v construction, also to insure minimum distance requirements are met between the well and sewer system. ',�'-An adequacy test needs to be performed on the existing leaching area. This test will determine if the system is adequate according to National Standards. A listing of private firms performing the test is enclosed. This report needs to be submitted to this office for our review. Please notify this Department for a reinspection when the noted discrepancies have been corrected. If there are any further questions, please call this office at 264-4720. Sincerely, . Get Robert c. Pratt Associate Environmental Specialist RP162/p/Eii Enclosure