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HomeMy WebLinkAboutGOLDEN VIEW HEIGHTS LT 2&VI�% e Heights 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 hftp://www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP231395 Work Type: Septic Initial Tax Code Number: 02004215000 Site Legal Address: GOLDEN VIEW HEIGHTS LT 2 G:3238 Site Mailing Address: 15622 WIND SONG DR, Anchorage Owner: HULTQUIST CASEY Design Engineer: PANNONE ENGINEERING SERVICES This permit is for the construction of: Effective Date: Expiration Date: Lot Size in Sq Ft: Total Bedrooms: i»ent S 0 G e: Department 11 /21 /2023 11 /20/2024 45000 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: S S Ulf Issued By:. Date: Date: 1 I 2 ! 20 'Z] 4 MUNICIPALITY OF ANCHORAGE Community Development Department '- 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. 020-042-15 Property owner(s) Hultquist Homes, Inc. Day phone Mailing address Site address 15622 Wind Song Drive Legal description (Sub'd., Block & Lot) Golden View Heights, Lot 2 Legal description (Township, Range & Section) Lot Size 45,000 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (M all that apply) Absorption Field X❑ Initial FRI Single Family (SF) X❑ Septic Tank 0 Upgrade El(w/wo ADU) Holding Tank ❑ Renewal ElDuplex (D) ❑ 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. SRP (Signature of property owner or authorized agent) Permit/Rush Fees: S Z Waiver Fees: Date of Payment: i r 2+ 7-023 Date of Payment: Receipt Number: o2 c3 G, Receipt Number: Permit No. Z 3 I S 9 S- Waiver No. Permit App__- : :'-.,:c Pannone Engineering • e Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve@panengak.com Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, Alaska Subject: Golden View Heights, Lot 2 Septic System Permit Request Septic System Design Narrative Municipality of Anchorage On -site Water and Wastewater REVIEWED FOR CODE COMPUANI OSP231395, Curtis Townsend, 1112, This is a design narrative for a permit to install an initial septic system on the subject property. The proposed system will serve a proposed four -bedroom (4) house. The lot was previously developed, but has been cleared of all improvements except the existing well. The well will remain and be re -used. This lot and surrounding lots are served by private wells. Currently there are no wells within 100 feet of the proposed system. 1. Soils: One test hole was performed on this lot by First Water Consulting in September of 2022.Groundwater was monitored in October of 2022 at a depth of 9.0 feet after the 7-day monitoring period. Based on the overall soils appearance and percolation test results of test hole; an application rate of 1.2 gpd/SF was used for the design of a conventional wastewater treatment system in the area of test hole. 2. Soil Absorption System Design. a. See Sheet 1 of the design package. 3. Surface Water: There is no surface water within 100 feet of the proposed septic tank and drain field. 4. Topography: See attached site plan for area topography. The LIDAR contours in the area indicate a slope exceeding 25%. All provisions of the Steep Slope provision in the code will be met. S. Drawing Markings: The Drawings are marked "For MOA Review Only". When written notification that the review is complete and no further comments are received from MoA On -Site Department, the note will be removed and "For Construction" drawings will be issued. The proposed installation will not affect the future development of this or the surrounding lots. If you have any questions or concerns, please contact me at (907) 745-8200. Sincerely, Is T__1_> {7 Steven R. Pannone, P.E. F. ASCE Owner/Civil Engineer 15 November 2023 Mailing: P.O.Box 1807, Palmer, AI< 99645 Telephone: (907) 745-8200 FAX: (907) 745-8201 On -bite Water and We / \ I REVI FOR COD OSP231395, Curtis T ti INO WELLS/SEPTICS WITHIN 200' / 1 * LOT CLEARED OF ALL I I PREVIOUS IMPROVEMENTS. I SEPTIC SYSTEM DECOMMISSIONED 156TH AVENUE \ONLY PREVIOUS IMPROVEMENT I I I REMAINING IS WELL. T / \ 1 I TH-�2022 5. (FIRST WATER) 1 L w \ 1 I I I I II O C3 ' O PRIMARY/RESERVE DRAIN FIELD (P) Q N 701F x 5.0'W x 2.0'ED x 5.0'TD o J = INSTALL MONITOR TUBE AND \ F w CLEAN OUT AT EACH END / 1250g (MIN) SEPTIC TANK (P) INSTALL FOUNDATION CLEAN OUT / INSTALL DOUBLE CLEAN OUT AFTER zl4BR HOUSE (P) I w. I w> U =, � Z a_O z LOT 2 I o �N o o cn z Li o �� '� 101.9a p ,s/ I 1 88 6.0� \ \ p 90 8g I 96 M /a70 z �-ff -W DESIGN PARAMETERS PRIMARY/RESERVE SEPTIC SYSTEM NO. BEDROOM: 4(600 gpd) TANK SIZE: 1250gal (MIN) PERC RATE: 2 MPI SOIL RATING: 1.2 GPD/SF AREA RQD: 500 SF SYS. TYPE: WIDE TRENCH 2.0'ED RF: 0.70 MIN LENGTH: 70 LF USE: 'FIELD: 70LFx5.0'Wx2.0'E.Dx5.0'TD TOTAL AREA: 500 SF FOR CONSTRUCTION pANNONE ENG SVC, LLC P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 0 WELL E z '� I / SEPTIC AREA (E) N/ I � I DRAWN BY: DRM GOLDEN VIEW HEIGHTS, LOT 2 HULTQUIST HOMES INC. 15622 WINDSONG DRIVE PLAN ANCHORAGE, AK Date P�� • � 11 /15/2023 Scale *� •;* 1 "=50' .... .. . ....... P.I.D. NO 020-042-15 •• . ems anno" PERMIT NO. CE 8149 OSPxxxxxx 1112e SPECIAL PROVISIONS TO SPECIFICATIONS On -site Water and REVIEWED FOR CODE CO M UANI 1. GENERAL NOTES, 1.1. ANY MODIFICATIONS TO THE ATTACHED PLANS NEED TO BE APPROVED BY PES AND THE OWNER OF THE PROPERTY. OSP2.31395, Curtis Tomser1 , 19/2.' 1.2. PES SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE BEFORE CONSTRUCTION OF THE PROPOSED WASTEWATER TREATMENT SYSTEM. 1.3. PES SHALL BE NOTIFIED A MINIMUM OF 24 HOURS IN ADVANCE TO PERFORM A MINIMUM OF FOLLOWING INSPECTIONS: 1.3.1. A PRE CONSTRUCTION MEETING IS REQUIRED BY STATE AND MUNICIPAL REGULATIONS BEFORE A ONSITE WASTEWATER TREATMENT SYSTEM MAY BE INSTALLED. 1.3.2. TOP OF SEPTIC AND OR HOLDING TANK (TANK IS SET IN PLACE LEVEL WITH ALL PIPING ATTACHED (CLEANOUTS, MANHOLES, INLET AND OUTLET PIPING). 1.3.3. BOTTOM OF EXCAVATION OF THE DRAIN FIELD/S. 1.3.4. AFTER PLACEMENT OF FILTER SAND (IF NEEDED). 1.3.5. AFTER INSTALLATION OF THE DRAIN ROCK WITH ALL ASSOCIATED PIPING IN PLACE INCLUDING DISTRIBUTION LINES CLEANOUTS AND MONITOR TUBES PRIOR TO INSTALLATION OF FILTER FABRIC AND INSULATION (IF NEEDED). 1.3.6. FINAL GRADE INSPECTION. ENTIRE SYSTEM IS INSTALLED AND BACKFILLED. 1.4. THE ENGINEER (PES) HAS NO CONTRACTUAL RELATIONSHIP WITH THE CONTRACTOR (THE INSTALLER OF THE SYSTEM) AND, THEREFORE, HAS NO AUTHORITY, CONTROL OR RESPONSIBILITY FOR THE CONTRACTOR'S EMPLOYEES, THE QUALITY OF WORK, THEIR COMPLIANCE WITH THE DESIGN DRAWINGS/SPECIFICATIONS OR THEIR MEANS/METHODS OF CONSTRUCTION. AT APPROPRIATE INTERVALS, THE ENGINEER WILL VISIT THE WORKSITE TO OBSERVE THE QUALITY OF THE CONSTRUCTION AND TO DETERMINE IN GENERAL IF THE CONSTRUCTION IS PROCEEDING IN ACCORDANCE WITH THE DESIGN DRAWINGS/SPECIFICATIONS.THE ENGINEER WILL NOTIFY THE OWNER IF DEFICIENCIES ARE OBSERVED; HOWEVER, THE FAILURE OF THE ENGINEER TO OBSERVE A DEFICIENCY WILL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR CORRECTING ANY SUCH DEFICIENCY. THE ENGINEER WILL PREPARE RECORD DRAWINGS AND SUBMIT THEM TO THE REGULATORY AGENCY HAVING JURISDICTION OVER THE WASTEWATER TREATMENT SYSTEM (ADEC OR MOA). FINAL APPROVAL OF THE WORK AND CORRECTION OF ANY DEFICIENCIES IS BETWEEN THE OWNER, THE CONTRACTOR, AND THE REGULATORY AGENCY HAVING JURISDICTION OVER THE WASTEWATER TREATMENT SYSTEM (ADEC OR MOA). 2. SCOPE AND SPECIFICATIONS: 2.1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MOA COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON -SITE WASTEWATER DISPOSAL SYSTEMS AND AND IN ACCORDANCE WITH AMC 15.65 AND 15.55. 2.2. CONTRACTED WORK WILL BE IN COMPLIANCE WITH MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) DIVISION 10 & DIVISION 20 AS APPROPRIATE. 2.3. SCOPE OF WORK: INSTALL SYSTEM IN ACCORDANCE WITH THE ATTACHED DESIGN AND SPECIFICATIONS. 2.4. GROUNDWATER WAS NOT ENCOUNTERED TO A DEPTH OF 9.0 FEET BELOW EXISTING GRADE AS EVIDENCED BY THE SOIL TEST HOLE. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 9.0 FEET BELOW EXISTING GRADE NOTIFY THE ENGINEER IMMEDIATELY. 2.5. STRUCTURES DEPICTED ON THE SITE PLAN ARE BASED UPON ONE OF THE FOLLOWING: CONCEPTUAL PLOT PLAN DEVELOPED BY OWNER; A PLOT PLAN DEVELOPED BY RLS; OR A SURVEY AS -BUILT. 3. CONSTRUCTION SPECIFICATIONS, 3.1. ALL EXCAVATION DEPTHS ARE ADVISORY. THEY ARE TO BE VERIFIED AND MAY BE MODIFIED BY THE ENGINEER IF ACTUAL FIELD CONDITIONS VARY FROM THOSE USED TO PREPARE THE DESIGN 3.2. EXCAVATE THE DRAIN FIELD. BOTTOM OF EXCAVATION SHALL BE LEVEL AND SCARIFIED. RECORD ELEVATIONS AT BEGINNING, MIDDLE AND END OF TRENCH BOTTOM. CONSTRUCTION EQUIPMENT SHALL NOT OPERATE ON THE FLOOR OF THE EXCAVATION. ANY MATERIAL COMPACTED BY THE OPERATION OF THE CONSTRUCTION EQUIPMENT SHALL BE REMOVED AND REPLACED WITH UNCOMPACTED MATERIAL. 3.3. PLACE THE SEWER ROCK TO THE SPECIFIED DEPTHS. DO NOT CONTAMINATE SEWER ROCK WITH NATIVE MATERIAL OR SPOILS FROM EXCAVATION. LEVEL ROCK SURFACE TO f1" PRIOR TO INSTALLING THE PERFORATED PIPE. 3.4. ALL PIPE SHALL BE PVC CONFORMING TO ASTM D3034 OR ENGINEER APPROVED EQUAL. MINIMUM SOIL COVER SHALL BE 3 FEET OVER THE PIPE AND 4 FEET OVER THE SEPTIC TANK. ONE INCH OF INSULATION MAY BE SUBSTITUTED FOR 1 FOOT OF SOIL COVER. 3.5. ALL INSULATION SHALL BE 2" THICK DOW HI-40 INSULBOARD OR ENGINEER APPROVED EQUAL. CENTER INSULBOARD WIDTH OVER SEPTIC TANK OR LINES. 3.6. GEOTEXTILE SHALL BE MIRAFI 140S OR ENGINEER APPROVED EQUAL. LAP ALL JOINTS 2 FEET MINIMUM. 3.7. COVER THE DISTRIBUTION PIPE WITH A MINIMUM OF 2" OF SEWER ROCK AND COVER WITH GEOTEXTILE BEFORE PLACING INSULATION AND BACKFILL. 3.8. MATERIAL USED AS FILL SHALL BE CLEAN AND FREE OF ORGANICS, TRASH AND CONSTRUCTION DEBRIS. 3.9. SLOPE ALL FILL MATERIAL TO DRAIN AT 2% MINIMUM SLOPE AND 3:1 MAXIMUM SLOPE AND IN SUCH A MANNER THAT PONDING AT OR NEAR THE DRAIN FIELD DOES NOT OCCUR. THE FILL SHALL BE LEFT AT 6" HIGHER THAN SHOWN TO ALLOW FOR SETTLEMENT. SEED SURFACE AFTER COMPLETING INSTALLATION AS PER MOA CODE. 3.10. RECORD THE FINISH GROUND ELEVATION OVER THE BEGINNING, MIDDLE AND END OF SYSTEM. 3.11. MAINTAIN 5' SEPARATION BETWEEN PERCOLATION HOLE AND THE DRAIN FIELD TRENCH. 3.12. EXPOSE, PUMP AND FILL LOG DISPOSAL CRIB OR CONCRETE TANK WITH SOIL TO ABANDON IAW WITH MOA CODE IF NEEDED. 4. CONTRACTOR RESPONSIBILITIES, 4.1. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE SITE CONDITIONS AND LOCATIONS OF ALL LOT LINES, EASEMENTS, WELLS (E & P), SEPTIC SYSTEMS (E & P) AND SHALL MEET MINIMUM SEPARATION DISTANCES OR AS NOTED. 4.2. THE CONTRACTOR (BOTH WELL AND SEPTIC SYSTEM CONTRACTORS) SHALL HAVE ANY WELL LOCATION AND SEPTIC LOCATION STAKED AND ANY LOT LINE AND WELL RADIUS SHOWN ON THE PLAN WITHIN 30 FEET OF THE PROPOSED SYSTEM STAKED BY A REGISTERED LAND SURVEYOR BEFORE STARTING THE WORK. 4.3. THE CONTRACTOR IS RESPONSIBLE FOR ALL R.O.W. AND OTHER REQUIRED PERMITS, OTHER THAN THE ATTACHED. 4.4. THE CONTRACTOR SHALL CALL FOR LOCATING OF ALL BURIED UTILITIES. 4.5. THE CONTRACTOR SHALL PROVIDE 24 HOUR NOTICE TO THE ENGINEER PRIOR TO START OF WORK. ALL SURVEYING AND LOCATES SHALL BE IN PLACE PRIOR TO NOTIFYING THE ENGINEER. 4.6. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCY BETWEEN THE APPROVED DRAWINGS AND SITE CONDITIONS/LIMITATIONS POTENTIALLY CAUSING THE NEED TO MODIFY THE DESIGN. 4.7. AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL SUBMIT RED -LINE AS -BUILT DRAWINGS TO THE ENGINEER. THE RED -LINES SHALL INCLUDE PIPE LENGTHS, ORIGINAL GROUND ELEVATIONS, PIPE ELEVATIONS, AND TANK ELEVATIONS. 4.8. THE CONTRACTOR SHALL PROVIDE PHOTOGRAPHS OF THE SYSTEM INSTALLATION TO INCLUDE BOTTOM OF EXCAVATION, TOP OF PIPE WITH CLEAN -OUTS AND MONITOR TUBES INSTALLED, INSTALLED TANK AND FINAL GRADING. 5. THE CONTRACTOR SHALL SIGN THE FOLLOWING: I CERTIFY THAT ALL WORK WILL BE PERFORMED IN ACCORDANCE WITH THE APPROVED PERMIT, AND ANY AND ALL CHANGE ORDERS, AND THAT THE AS -BUILT REDLINES ARE TRUE AND ACCURATE REPRESENTATION OF THE PROJECT AS CONSTRUCTED. THE PARTIES HEREBY AGREE TO THE TERMS AND CONDITIONS SET FORTH IN ATTACHED DOCUMENTS. CLIENT: CONTRACTOR: NAME: NAME: SIGNATURE: SIGNATURE: DATE: DATE: FOR CONSTRUCTION PAMONE ENG SVC, LLC Date P.O. BOX 100217 ANCHORAGE, AK 99510 .(�,.. 11/15/2023 PHONE (907) 272-8218 FAX (907) 272-8211 �P'��,. Scale NTS .... .. ....... P.I.D. NO GOLDEN VIEW HEIGHTS, LOT 2 020-042-15 HULTQUIST HOMES INC. even ana PERMIT NO. CE 8149 15622 WINDSONG DRIVE OSPxxxxxx DESIGN DETAILS ANCHORAGE, AK Sheet 2OF2 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: OSP221409 Work Type: Septic Upgrade Tax Code Number: 02004215000 Site Legal Address: GOLDEN VIEW HEIGHTS LT 2 G:3238 Site Mailing Address: 15622 WIND SONG DR, Anchorage Owner: FLETT TABE O Design Engineer: FIRST WATER CONSULTING This permit is for the construction of: Effective Date: Expiration Date cnt v � n f De partill ent Lot Size in Sq Ft: Total Bedrooms: 10/31/2022 10/31/2023 45000 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 ReGep�: Issued By: r Date: Date: 31 Zz 3 MUHJUp U Y OF " HCHOR „ OEE 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. 020-042-15 Property owner(s) TABE O FLETT Day phone Mailinq address 15622 WIND SONG DRIVE, ANCHORAGE, AK 99516 Site address 15622 WIND SONG DRIVE, ANCHORAGE, AK 99516 Legal description (Sub'd., Block & Lot) GOLDEN VIEW HEIGHTS LOT 2 Legal description (Township, Range & Section) Lot Size 45,000 Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field 0 Initial ❑ Single Family (SF) Q (w/wo AD U) Septic Tank x❑ Upgrade ❑x Duplex ❑ (D) Holding Tank ❑ Renewal F-1Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. nature of property owner or authorized agent) Permit/Rush Fees: J—q b Date of Payment: f El g - Receipt Number: Q()6-0 6b_ Permit No. Q5 P V a I Ll 6 9 Waiver Fees: Date of Payment: Receipt Number: Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client FormsTermit Application.doc 13030 Sues Way, Anchorage, AK 99516 907-350-9566 / firstwaterAK@gmail.com October 7, 2022 Municipalities of Anchorage On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 RE: SEPTIC SYSTEM UPGRADE PERMIT LEGAL: GOLDEN VIEW HEIGHTS LOT 2 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 shallow trench and 1500-gallon epoxy coated steel tank to serve the existing 3-bedroom residence. The design is based on the recent test hole conducted on September 25, 2022. Groundwater was observed at test hole excavation at 9.5’ and at monitoring on October 3, 2022 at 9’ from existing grade. The slopes are moderate at 10-15% 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 OSP221409, Deb Wockenfuss, 10/31/22 N 89°59'50''W 298.99'S 0°04'49''E 150.17'N 89°59'50''W 299.51'N 0°07'10''E 150.17'CAR PORT LEAN-TO DECKWELL FND. 3/4' PIPE FND. 3/4" PIPEGRAVEL DRIVEWAY29.3 24.811.6' 11.0'17.3' 10.0' OLD GRAVEL ROADWAY(LOCATION TAKEN FROM PLAT 68-83)41.710' UTILITY EASEMENTWELL VERY APPROX. FIRST WATER CONSULTING DESIGN CALCS: NO WELLS WITHIN 100' OF PROPOSED SEPTIC SYSTEM. NO SLOPES >25% WITHIN 50' OF PROPOSED FIELD. GOLDEN VIEW HEIGHTS LT 2 LARGE LOT WITH NO KNOWN ENCROACHMENTS. SEPTIC AREAS VACANTVACANT Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221409, Deb Wockenfuss, 10/31/22 N 89°59'50''W 298.99'S 0°04'49''E 150.17'N 89°59'50''W 299.51' CAR PORT LEAN-TO DE C K WELL FND. 3/4" PIPEGRAVEL DRIVEWAY29.3 24.811.6' 11.0'17.3' 10.0' OLD GRAVEL ROADWAY(L O C A T ION TAKEN F R O M P L A T 6 8 - 8 3 )41.710' UTILITY EASEMENTFIRST WATER CONSULTING GOLDEN VIEW HEIGHTS LT 2 DESIGN DETAILS: GOLDEN VIEW HEIGHTS LT 2 STAKE ALL WELL RADII, PROPERTY LINES, ETC.. PRIOR TO CONSTRUCTION. VERIFY 100'+ TO ALL PRIVATE WELLS PRIOR TO CONSTRUCTION. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221409, Deb Wockenfuss, 10/31/22 3030 Sues Way - Anchorage, Alaska 99516 Tel. 907-350-9566 firstwaterAK@gmail.com SOILS LOG - PERCOLATION TEST LEGAL : GOLDEN VIEW HEIGHTS LOT 2 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: 10/5/2022 DEPTH FEET OG SOILS 1 2 ORG/OL 3 4 5 6 GM/gp 7 8 9 10 11 12 BOH 13 14 15 16 17 18 19 20 Reading Date Gross Time Net Time Depth to Water Net Drop 10/3/22 10 min 6” 5 5/16” “ 6” 5 3/16” “ 6” 5 4/16” “ 6” 5 2/16” “ 6” 5 1/16” “ 6” 5 1/16” PERCOLATION RATE 2 (MIN / INCH) TEST RUN BEWTWEEN 3 & 4 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: 9.5’ DEPTH TO WATER AT MONITORING: 9’ DATE: 10/3/22 TESTHOLE # 22-1 DATE PERFORMED: 9/25/22 SEE SITE PLAN FOR SLOPE & LOCATION COMMENTS: VERIFY GROUNDWATER MT AT TIME OF CONSTRUCTION PERFORMED FOR: TABE O FLETT 10/5/22 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221409, Deb Wockenfuss, 10/31/22 WESII D S @NTJGT DR-E\/ EB At'o9L =r6VtVOoO S IF 4I iF>o keJ -da a zO!!zZ <g> o5 <u* ts =a 4r= e 3 e- q o E -u @ F i- ts .6iT - .rJ,, !+ , F?-t ;3Sia * 6aa <X, a !z' < l-L= = >>> - i:i;i t aX=" * =>zt > aEt,;: Y9>-rx-@* a_ (==G :u:6 :u_ - (r@-< *=gsv(r! ^ -=>- Fe><o o E--:F O o* HEE ^ 9!,tr :5--ioi ; z=F= !io::>o : <;Eo oor= aUF<az t\ uu=z ,7F^ A F 6- u 0 FU ' Oo< J t:,r - L2Z Q.y 26 - E<o I u>c > o6c Y oI!, a t ,oaO : uEl+ > @ a)BuJU 9 @<6O^ . Y -.-: i E L2 ::@ o E uo- Fa il ? Oaa Li u J -zA:sg92 9=<e; =E>fio 9 * ur)a * t o UJ A I < 5E I O >,,:ro ? - i:-, = u { E-xrJ il . ^ata T < i-^u F ^ i -22 V r tO= ) 6a<U -U O ,^U- uqz O =-gI-[U U :FO7:JI U :.1Or:av ft q-L^E55 x 7E-,<E@ u ui.DF5# E lr,,ida? = 2e>gz,i H <oo<i\ f, uoz,,ot ; FJ=iitr :i o(aFUd U ZOC U>A a! FI: u.1 2A:O -n o o N i tr rJ)-o lo c ut m z Etl D a fa1 >\ 4 hflr\] Br (o lril) Ffl Br ml 4r] Eall k n ;U LI -J---.-"......-Jo"^,oo r--.-.--: \ 'J4yUs; \-oi -- I I I I I I l I /;o/,ot, itr l2 o/uo lz,U toj zl F-I<l0l DIJr>l (liio,Jrul ul J/o, oi Dl ( ] O !T!LITY EASEMENT U trI 1 o ci z d,r\\)nS}ilr %l(]A'. -\ "1'. t' .Z :Q,o.a , oltt ".")\ r".J.tr.T--\ a0) r!o L LI1<,lIa.' \ \t Nq tLL'09 [ filOl.,ZDoD N //1/ ( \ I / MUNICIPALITY OF ANCHORAGE • DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street - Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL. INSPECTION REPORT NAME 7— T PFIONE ,��,N/E,yR LSI UPGRADE: MAILING ADDRESS LEGAL DESCRIPTION / I�✓— / / // LOCATION NO. OF BEDROOMS eJ WellAotionarea Dwelling PERMIT NO. U Y DISTANCE TO: 0 L1 3a FZ Manufacturer / Material No. of commpartnts n N f �lC Liq. capacity rn gallons IF HOMEMADE: Inside length Width Liquid depth [j Y DISTANCE TO: well Dwelling PERMIT NO. z Q T—M Manufacturer Material Liquid capacity in gallons Q DISTANCE TO: WeII Foundation Nearest lot line PERMIT NO. w J W z No. of lines __ Length of each line Total length of lines Trench width Distance between lines F Z W CC inches —_ Top tile to finish Material beneath H of grade tile Total effective absorption area Q inches Length - Width Depth T PERMIT NO. IL r41- Wa Type of crib Crib diameter Crib depth Total effective absorption area co WWeII DISTANCE TO: Building foundation Nearest lot line J J W Class DISTANCE TO: Depth Building foundation Driller P Sewer line Distance to lot line PERMIT NO, -- Septic tank Absorptionn meals) OTHER _ PIPE MATERIALS SOIL TEST RAM IN G VIA — — INSTALLER / REMARKS colt's T 461 � , CPlleev - - y AV APPROVED DATE /LEGAL 11 n'Y 'O.... • .% DEPAE T ME NT OF HEALTH H rlND F NV I F`Or-4rlE d T =IL_ PR(.lTE T .ToN 829 `L' ST RE V. -J. ANCHORAGE., AK 9,.9501 ; •,.:.: 264-4720 t C -1r-4 --- �EF :1 ,r,FE � F.-.1-4VEF;-:: 'J�#0EFP.e- �C��- r=°W -r rq 11- PERMIT 1PEaF'MIT NO, t: t903-29 AF'PL.ICANT T ABF O. FLE T'T ;RA BO: r; 474---G 271 44-15 I_O A"I'ION LE: GAL. L2-iiCCDErd VIEW HTS LOT = .I 'EW' rE <: 5(71 T TYPE OF r,Olt_• A13SORBTION SYSTEM IS: DR:AINFIE:LE.', P'1A�<:IMl. M NUMBER' OF BEDROOM S:OII... EATING f'SC! FTr'E.F;:)-- 4r THE R E QU I PE D 12E OF' THE: SOIL ABSORPTION SYSTEM i S : 0, FK F4 -T- E g RED Le 6 • r4 CA "`EE' t- I -= b 017 F' °v'IE -: E__ Ca F---. F-' t 1D TETE LENGTH I) I MENS I ON IS THE LENGTH (IN F E.E" E•) OF TIME TRENCH OR DRf U.IF I E I..D. THE DEPTH OF' A TRENCH OP. PIT I:::. THE: DP:STANCE=: BETkIEE N THE SURFACE OF `I"FIE. GROIJND AND THE BOTTOM OF THE E:i;(.'rAVATIOrd <IN FEET). T a ALL. T"' F';::' Ems" P-4 6. H 16 -41C. -Ir" 11: " _ CIER C""a C-4 THE, GRAVE.L.. DEPTH IS THE; MINIMUM DEPTH OF GP IVE1_. BETWEEN THE' OUTFALL, PIPE`: AND THE BOTTOM OF THE E XCAS+ATI Cirri (IN FEET). F-aFTG!1_ 1 :I S)-. [=-, IE=" -r 1C:�. -F F -1P' -4A- 1�-3 TL nom:E := --l_C-.ACEO 01 03i #:=I P— P.- C-9 E'"4.'::. K,:'RMIT APPLICANT HAS THE-. RE_SPONSIRIL.T.TY TO INFORM THIS DEPARTMENT DURING 1111" Ird'. •TALL_A T ICird INSPEXTIONS OF ANY WELLS ADJACENT TO THIS: f }..PERT'',.' AND THEE. NUMBER R OF RESIDENCES THEN THE WE7_L, WILL. SERVE. "...._ ...... ,.._." "�' 141.'1 4.✓�.'p ::a � �"'�' � IF"' F. �1— 7. i' 1-3 �" '�I F F"�,. W, Kms» a ^ 1 I_X F-,�' Fµ.: C'n ................,..._. F<f'iCKFI L.L. I NG OF ANY SYSTEtfl WITHOUT FINAL I rd�.l •E;C T I Or•d AND AF'F'f::i.-1'. Al- BY THIS DEPARTMENT WILL BE: SUBJECT TO PROSECUTION. MINIMUM DI`:TANC:E: BETWEEN A WELL.. AND E'Ir'Y Card -::ITE S�ENAaE f_aI F'f,,:i-,;1=IL. ''-Pr'STEV1 100 FEET FOR A PRIVATE WE -'LL; OR 190 TO 200 FEET FROM N PUBLIC WELt­ DEF'trND INN i IJF'ON THE: TYPE: OF PI.JBL I f_•: WFI_L.. OTHEF:: REQUIREMENT' --3 MAY AE'F'l.Y. SPECIFICATIONS AND CONSTRUCTION DJAGFtAVI:: FIRE AVAILABLE To I N. RF F'ROPE R INSTALLATION. I CERTIFY THAT J.: I AM FAMILIA(* blIT'H THE: REQUIREMENTS FOR ON -1 -ITE S0,1EF.S AI'd[) I..IF.I_I..` t'I:: SA-. FORTH BY THE MLltd i C: i PAL :r. T',' OF, ANCHORAGE. 2: I WILL, .TNST'AL.L, THF: S'r':::TEM IN AC C::ORDANCE WITH TI -IES CODES. I UNDE F:'�"I INC, T1T THE ON ---SITE SEWER '=', T: T'EM MAYE?Ei�l_I I F?E : ENLARGEMENT :GE:t1Erd'i I F' THE E:E.`•:;IDENC:E IS R MI:iE)E'.L_ED TO INCLUDE MORE THAN BEDROOMS. r APP L. IC-Ar:d_T..._.ThAE__O,- -FL.E i:SI.IEC? B'�'. " .��1._.... ,.�.�„ _.�-�: �.-�.--� c� ,). ?AT'E;:....C.L��v��S` W.u�� '•1:<:. 2 -- LA n ,..ori.. In 2 "1 MUNICIPALITY OF ANCHORAGE T yy��RRDEPT. o�'"" - i F: " CCTION DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTEC�IONUNWNTAL STREET LOCATION 825 L Street - Anchorage, Alaska 99501 G 6/x&1.70 cc) /F. ® MAR _ Wf O ENVIRONMENTAL ENGINEERING DIVISION [P SINGLE FAMILY Telephone 264.4720 RECEIVED REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER FACILITIES DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing.- - - -- - 1. Theo j heo dz) re e-✓ 7. WATER SU LY j PHONE �yY-49 Is- ria MAILING ADDRESS C {e �k3 54 �`/�� 7 (4/r /?Dm pi %MI6 lJv7 PROPERTY RESIDENT (If different from above) -- / since June 1975. For wells drilled prior to that date, give well PHONE ko r Z� I 8. SEWAGE DISPOSAL SY13TEM **If 2. BUYER - - P ONFT E c2 -)'7- MAII ING ADDRESS C D C<<S_ C�� ° ❑ PUBLIC UTILITY 3. ENDING INSTITUTI _N PHONE MAILING ADDRESS - - - 61'J T- IJ a%f-, fi-) h0t0,qr, Ak, - - - - - - - 4. REALTOR/AGENT Iq PHONE MAILING ADDRESS - - is -7r7 as S��t ion - - - - 5. LEGAL DESCRIPTION - STREET LOCATION G 6/x&1.70 cc) /F. 6. TYPE OF RESIDENCE NUMBER OF BEDROOMS [P SINGLE FAMILY - ❑ One C] Four ❑ Other _ ®Two C] Five ❑ MULTIPLE FAMILY ❑ Three ❑ Six 7. WATER SU LY j Com" INDIVIDUAL* 66 * ATTACH WELL LOG. A well log is required for all wells drilled ❑ COMMUNITY since June 1975. For wells drilled prior to that date, give well ❑ PUBLIC UTILITY depth (attach log if available.) 8. SEWAGE DISPOSAL SY13TEM **If ©� INDIVIDUAL/ON-SITE** individual/on-site, give installation date If system is over two (2) years old an adequacy test is required ❑ PUBLIC UTILITY by this Department. NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUhST BEFORE PROCESSING CAN BE INITIATED. 72-01W3/78) (✓B�fLb�� a THIS SIDE FOR OFFICIAL USE ONLY INSPECTION APPOINTMENTS DATE RECEIVED TIME TIME TIME DATE DATE DATE INSPECTOR INSPECTOR INSPECTOR DIRECTIONS: 1. TYPE OF RESIDENCE ❑ SINGLE FAMILY ❑ MULTIPLE FAMILY NUMBER OF BEDROOMS ❑ ONE ❑ THREE ❑ FIVE ❑ OTHER ❑ TWO ❑ FOUR ❑ SIX 2. WATER SUPPLY ❑ INDIVIDUAL ❑ COMMUNITY ❑ PUBLIC UTILITY Connection Verified PERMITNUMBER DEPTH OF WELL DATE DRILLED LOG RECEIVED 3. SEWAGE DISPOSAL SYSTEM ❑INDIVIDUAL/ON -SITE ❑PUBLIC UTILITY Connection Verified PERMIT NUMBER DATEINSTALLED INSTALLER ❑Septic Tank or ❑ Holding Tank Size: If Tank is homemade give dimensions: SOILS RATING TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA MATERIAL 4. DISTANCES WELL T0: Septic/Holding Tank Absorption Area Sewer LineNearest Lot Line Absorption Area to nearest Lot Line 5. COMMENTS ❑ APPROVED FOR Z. BEDROOMS ELCONDITIONAL APPROVAL (letter must accompany certificate) ❑ DISAPPROVED DATE 3 " I C� `'-I R BY (Title) C LEGAL DESCRIPTION 72-010 (Rev. 3/78) John ;M. Lambe, R.E. 4303 North Star Street Anchorage, Alaska, 99503 907-279-8056 DATE OF TESTS: 3110 LEGAL DESCRIPTION: �- �,1 r *� Hle v NO. OF BEDROOMS: RECORDS ON FILE: CRIB vDRAIiv'FIELD OTHER TEST PERFORMED IN ACCORDANCE WI.1.E JML STANDARD PROCEDURE ACCEPTED BY MUNICIPALITY OF ANCHORAGE, DEPT. OF ENVIR01"TIMENTAL QUALITY ON ZZ FtIITH THE FOLLO'NI/sNGGL `�MODIFICCATIONS : �A. ,X►A�atfYOF"% f1157 SURGE CAPACITY:. :SOIL, ABSORPTION SYSTEM (SAS) .4(-D -e Is SEPTIC TANK PLUS AS `ABSORPTION RATE AVERAGE 24 hrs STEADY STATE RISE OBSERVATIONS: IQ MOTES: ep i FERFORTiED B ..,Y: r� SUPERVISED BY TEST ' DATA ATTACHE �'` John M.'Lambe, P.E. 4303. North Star Street Anchorage, Alaska, 99503 907.279-8056 EXISTING 'DRAIN FIELD TEST - PERCOLATION ADEQUACY REFERENCE: .7 . DATE 3,1 a PERFORMED BY: r LEGAL DESCRIPTION: ��+Y ��`,'^, ,fr* ar J .C°-. ' i.,1 J J s�hF•� �'„ _. .' a ,. .d z,., , ^3'..a ..-rs LL , c,. <»i A . DEPTH BELOW METER READING GALLONS PUMPED TIME - REFERENCE GALLONS NET iln f iA ' 7egll_� eta 4' ii C?O 49 zoo -70 i MUNICIPALITY OF ANCHORAGE o 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. 020-042-15 Legal description GOLDEN VIEW HEIGHTS LT 2 Site address 15622 WIND SONG DR Anchorage AK Current property owner(s) O Flett Expiration Date: 3 Z3 X The On-site system(s) is/are approved for 3 bedrooms Conditional approval for bedrooms, with the following stipulations: Comments or advisories: existing septic tank and crib removed July 2023. New owner to seek permit for 4 bedroom septic system to be constructed. Old house demolished Jul 2023. New house to be built and connected to existing water well and new septic system. This work is expected to be completed by June 2024. By: Original Certificate Date: 8/30/2023 This Certificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject system(s) is/are in substantial compliance with municipal code. The Municipality of Anchorage, Development Services Department (DSD) issues COSAs based upon representations provided by an independent professional engineer. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. ATTACHMENTS: COSA Checklist X Well Flow Advisory Absorption Field Advisory Nitrate Advisory Tank Age Advisory Arsenic Advisory Other COSA Approval_June 2022 HUHMPA UTY (OF ANCHORAGEE 0 Development Services Department Xi/Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Application 1. GENERAL INFORMATION Parcel I.D. 020-042-15 Complete legal description GOLDEN VIEW HEIGHTS LOT 2 Location (site address) 15622 WIND SONG DRIVE, ANCHORAGE, AK 99516 Current property owner(s) TABE O FLETT Day phone 2. ON-SITE SYSTEMS SIZED FOR 3 BEDROOMS 3. TYPE OF WATER SUPPLY: ® Private Well ❑ Private Well serving 2 dwelling units ❑ Private Well serving 3+ dwelling units ❑ Community Well or Public ❑ Water Storage 4. TYPE OF WASTEWATER DISPOSAL: ® Private Septic ❑ Private Septic serving 2 dwelling units ❑ Holding Tank ❑ Community Septic or Public Sewer 5. SEPTIC TANK: ® Steel ❑ Plastic ❑ Concrete ❑ Fiberglass Age S.T. & ABSORPTION FIELD TO BE INSTALLED 2023 - See advisory if steel older than 20 years 6. ABSORPTION FIELD: ❑ AWWTS ❑ Bed ❑ Deep Trench ® Wide Trench ❑ Seepage Pit Waiver request for: Distance: Expedited review requested: ❑ By applying for this entitlement, this property is subject to inspection by municipal On-site staff to verify the accuracy of the information provided. COSA Fee $ (, 5��o Date of Payment el 9 f a.U23 COSA# Q/J[_ a3/(Ja'? #_'� / 9 Uaa Waiver Fee $ Date of Payment Waiver # CCOSA Application 2022.doc Legal Description: GOLDEN VIEW HEIGHTS LOT 2 Parcel ID: 020-042-15 If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system A. WELL DATA - SULLIVAN WATER WELLS ® Well log is filed with Onsite (or attached) Well production at time of test 3.2 gpm Date drilled CIRCA LATE 1960s Total depth 49+ ft Water storage tank volume NA gallons Cased to UNKNOWN ft Well disinfected for coliform test? ❑ Yes ® No ® Sanitary seal is functioning correctly ® Coliform bacteria is Negative ® Wires are properly protected Nitrate 2 • '�,.5­mg/L ❑ Nitrate less than MRL (ND) Casing height (above ground) 24 in. Arsenic ug/L ® Arsenic less than MRL (ND) Date of flow test for COSA 2/8/2023 Collected by SULLIVAN – CAN RUSH Static water level at beginning of test 18.5 ft. Date 2/8/2023 Comments SEE DATA IN SULLIVAN LETTER WHO CONDUCTED WELL FLOW TEST CAN WATER SAMPLES & WELL HEAD WORK. WELL DRILLED CIRCA 1967 & WAS 65' DEEP AT THAT TIME PER MOA 3/14/1979 LETTER. B. TANK DATA Measured operating fluid level in septic tank NA Date of pumping NA – NEW SEPTIC TANK TBD ❑ Required maintenance completed, if AWWTS Comments: NEW S.T. TO BE INSTALLED 2023 D. ABSORPTION FIELD DATA – NEW FIELD PENDING Which system tested (date installed) NEW SYSTEM 2023 ❑ ALL standpipes present per record drawing Total measured depth from grade _ft (max) Measured depth to pipe invert from grade _ft (min) ❑ N/A – pressurized field. ❑ Per record drawings, field is insulated. ❑ Monitor tubes go to bottom of effective. If not, state depth into effective ❑ Presoaked required if (Required if house vacant or field not used for more than 30 days prior to date of test) Gallons introduced gallons date Any rejuvenation treatment (past 12 months) N If yes, enter date C. LIFT STATION ❑ Required maintenance completed Age of lift station years Lift station material Comments: Adequacy test date NA – NEW SYST. Results ❑ Pass Fluid depth prior to test _ in Water added gal New fluid depth in Elapsed time min Final fluid depth in Absorption rate _ gpd FIELD STATUS – POST RECOVERY Effective depth (per record drawings) _ in Effective depth used — in Effective depth remaining in Comments/Deficiencies: NEW SEPTIC SYSTEM TANK & ABSORPTION FIELD TO BE INSTALLED 2023. PLEASE SEE ATTACHED CCOSA LETTER WITH 3 BIDS & ESCROW. CCOSA Checklist.dou CCOSA Checklist.docx E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well on lot) Septic Tank/Lift Station on Lot > 100’ Yes if No ft Neighboring Tank > 100’ Yes if No ft Absorption Field on Lot > 100’ Yes if No ft Neighboring Absorption Fields > 100’ Yes if No ft Community Sewer Main > 75’ Yes if No ft Community Sewer Manhole/Cleanout > 100’ Yes if No ft Private Sewer/Septic Line > 25’ Yes if No ft Holding Tank > 100’ Yes if No ft Animal Containment > 50’ Yes if No ft Manure/Animal Excreta Storage > 100’ Yes if No ft N/A – Served by Community Well (not on lot) or Public Water From Septic/Holding Tank and Absorption Field(s) on Lot to: (Please enter distances if less than required) Building Foundations > 10’ Yes if No ft Tank to Property Line > 5’ Yes if No ft Field to Property Line > 10’ Yes if No ft Water Main > 10’ Yes if No ft Water Service Line > 10’ Yes if No ft Surface Water > 100’ Yes if No ft Wells on Adjacent Lots: Private Wells > 100’ Yes if No ft Community Wells > 200’ Yes if No ft If tank or field is under driveway comment below F. ENGINEER’S COMMENTS G. CERTIFICATION & STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On-Site Systems Approval Guidelines, indicates that the on-site water supply and/or wastewater disposal system appears to comply with applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation, unless noted otherwise. Name of Firm FIRST WATER CONSULTING Phone 907-350-9566 Engineer’s Printed Name CURTIS HUFFMAN, PE Date 2/9/2023 Comments: This investigation was completed in compliance with MOA guidelines, regulations, and best industry practices / methods. The assessment of the condition of the well and septic applies only to the conditions as of the day tested. The flow and absorption rates may change due to subsurface conditions that may not be observed from the surface, changes in land use, local soil characteristics, groundwater levels that may fluctuate during the year, quality of construction (workmanship & materials), the water usage of the family being served by the system and maintenance. The operational life of all well and septic systems are subject to these various and dynamic characteristics and are outside the control of the evaluator of the well and septic system. Therefore, any or NO estimate of how long a system will function satisfactory for current or future occupants or guarantee that no unseen encroachments, deficiencies or discrepancies exist can be given by First Water Consulting & 2/9/2023 Date: 2-8-23 P.O. Box 670269 Chugiak, AK 99567 P: (907) 688-2759 F: (907) 688-2259 TO: Brent Western 15622 Wind Song Drive Anchorage, AK 99516 Flow Test Report: Casing stickup: 2’ Resting Static: 18.5’ Max Drawdown: 49.3’ Well Yield: 3.2 GPM New sanitary seal & conduit installed. CAN water sample kit submitted on 2-8-23 and rushed (approx. 3-5 business days).