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HomeMy WebLinkAboutBIRCHWOOD SOUTH BLK 2 LT 3Birchwood South Block 2 Lot 3 #051-294-18 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 C0r4 5&NEW uG ►VW ❑ UPGRADE MAILING ADDRESS A 3-a-z LEGAL DESCRIPTION kor J RL T Vel O4iN LOCATION NO. OF BE�OOMS DISTANCE TO: Well Absorption area Dwelling P RMIT NO. VY aZQ Man f turer Mat er'aI No. of compartme is UJ ` rn Liq. capacity in gallons IF HOMEMADE: Inside Ien th Width Liquid depth �i Y DISTANCE TO: Well Dwelling PERMIT NO. JOZ O < Manufacturer Material Liquid capacity in gallons O DISTANCE TO: Well Toa Foundation Nearest lot I' ie A PERMIT NO. w = J LL Z No. of lines Length of each line Total lenth ofJ.ine 1 Trench with Distance between lines P Z W / i+g Q H Top finish Mater'al eneath the r� i i� is Total effective absor tion area of tile to grade / �C y Rv�e t i c Length Width epth Ct NO. " W O pt_A-9_---rPERMIT Q F- Type of crib Crib diameter Crib depth Total effective absorption area wa W y Well Building foundation Nearest lot line DISTANCE TO: J Class Depth Driller Distance to lot line PERMIT NO. J 7S J _ W Building foundation Sewer line Septic tank Absorption area(s) DISTANCE TO: OTHER PIPE MATERIALS we ICA T SOIL TEST RATING 7' a- INSTALLEROU 5 r lO REMARKS- 7' t4 tr(� / 1✓ FP7—ti , C� r'JP, f 7-t>/ / r ALA ��e�2eeseowee«« 21 �eee° �� oeoeoaoee oeeeeeeeooeeG.e.a� � David S. Ya..shok a `® A P P R Q ,% CE 512' 0 0 ° DATE LEGAL AV pRp S,ONp�.a® .�''��-�j LOT 3 LiC 72-013 (Rev. MUNICIPALITY OF ANCHO�AGE IL-1 ti Department of Health and Environmental Protection 825 L Street, Anchorage, AK. 99501 264-4720 # # # HANDWRITTEN PERMIT # # Permit # '�(� �,�ln /OR ON-SITE SEWER PERMIT Applicant: r -y �_ �, Mailing Address: 370 0 S io�r10 r - Location: Phone Number: -p Legal Description: L (,Ud<)C4 Sou lF }Lot Size: Type of Soil Absorption System Is: Trench: Drainfield: Seepage Bed: Holding Tank: Maximum Number of Bedrooms: Soil Rating(sq.ft/br) The Required Size of the Soil Absorption System,Is: DEPTH _ LENGTH ` GRAVEL DEPTH WIDTH The length dimension is the length(in feet) of the trench or drainfield. The depth of a trench or pit is the distance between the surface of the ground and the bottom of the excavation(in feet). There is no set width for trenches. The gravel depth is the minimum depth of gravel between the outfall pipe and the bottom of the excavation(in feet). * * REQUIRED SEPTIC(HOLDING) TANK SIZE GALLONS # # Permit applicant has the responsibility to inform this department during the installation inspections of any wells adjacent to this property and the number of residences that the well will serve. * # * TWO(2) INSPECTIONS ARE REQUIRED # # Backfilling of any system without final inspection and approval by this departmer will be subject to prosecution. Minimum distance between a well and any on-site sewage disposal system is 100 fec for a private well or 150 to 200 feet from a public well depending upon the type of public well. Minimum distance from a private well to a private sewer line is 25 feet and to a community sewer line is 75 feet. Well logs are required and must be returned to this department within 30 days of the well completion. Other requirements may apply. Specifications and construction diagrams are available to insure proper installation. # # PERMIT EXPIRES DECEMBER 31, 1 9 3 3 I certify that: (1) I am familiar with the requirements for on-site sewers and wells as set forth by the Municipality of Anchorage. (2). I will install the system in accordance with codes. (3) I understand that the on-site sewer system may require enlargement if the residence is remodeled to include more Cthat 3 bedrooms. SigneZl. , ��.V_ ',.r Issued by. 7 t_ Applicant Date: f SWP/024(1/81) r.f ct. ,ti, JR SOILS LOG MUNICIPALITY OF ANCHORAGE ;9 PERCOLATION .� DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION TEST ' 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST PERFORMED FOR: ^T—R 1,A D eMCz IN EER INC•; DATE PERFORMED: 11 —3-8?— LEGAL .3-8Z LEGAL DESCRIPTION: ITLGAwoQV SOki-n-, .5-U1521 V i S10 t4 FL.OGIL ;2 l—OT _3 SLOPE tITE PLAN DEPTH I 094ANIC. MAT 1 2 3 4 5 6 7 s 9 10 11 12 13 14 15 16 17 18 1E IZv sT I O RLA" f e- SAN tpy 13Qow.J - 6j ZAY t SI,, -v SA,40Y 4 EAV CL_ , GM, MotST / / U 9, Ay , SIL -7 54114 C>/ 4RAVF.L_ 14M t Mo/►yT-yamET evG�• f�> t., ow •. otY s. T e.'c,-As r.oe ssn�a .. • US GROUND WATER ,••a0�;ACOUNTERED? ae��=��„��r► IF YES, AT WHAT DEPTH? 20 TOTAL DEPTH eo Y Pvc. 'NSTAu-Ep PERCOLATION RATE 8. b / 40 (minutes/inch) To ZOI TEST RUN BETWEEN �'9— FT AND -7' 3 FT / 3. g AND 4.O COMMENTS QF-id's'''m t'�3�T L�'C/�`Ry�I C`�i4� p��"f Pt 1Ze" IN /'►Ay aF=�-nns=s / T S NO L O P E Reading Date Gross Time Net Time CMI,4.) Depth to Water Net Drop 2 �l3" 2 1:52 2••ZZ l:ss 2:25 30 O 84% 4`_3/4 G %z 4 _ 3 3 Iv 3 3 2 ' 23 2:55 30 83',� /XL 4 :53 S 30 gS V ? S 'S4 3: Zt- 30 80' 7 3. Z4 3:St. 30 30 8S Ve 48 4 e '!Z, 7 7 3:25 4: zG 30 78 YL 48 ' 1 8 ;5 30 84 %I 5' 9 1 81 IO 4 2G 30 F441/41 3 %t �� PERFORMEDBY: 1� IFu.��aA. CERTIFIED BY: � � ! DATE: i; uue II,�ii) �0 MI INICIPALITY OF ANCHORAGE r❑ PERCOLATION kE DEPARTMEN HEALTH AND ENVIRONMENTAL Pr. . ECTION TEST 825 1 Street Anchors a Alaska 99501 264-4720 SOILS LOG PERCOLATION TEST 'ERFO'RMED FOR:T21AD ENGII`4E6r21NG _DATE PERFORMED: SI6It3Z EGAL DESCRIPTION: FKLQTrJA &FgcowboD LLE14 �ORDIVLSIOtJ MK • DEPTH SLOPE SITE PLAN (FEET) OReK- BeowN P, 1 �T, P't 2 B2oW11 51lr 4 SAND4 GeAVEL GP -GM, 3 rYlo15� '. A71., co13F3L cs @ 3.0 4;0' 4 5 A� QGFU5AL 5.0' MOLD EftST 6 �I 9 10 11 1 I I IgGn� �, M, Mo 1-5--r 12 13 14 15 16 1 19 20 MMENTS WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? S //O L O P E Reading Date Gross Time Net Time Depth to Net Water Drop :l5 3 Iro - 30 in 15 444 ohm, vY 4- lo!503-5-Min 'r ro I I:Z 3e'-11 TOTnLD&PTH OF 80RINt3- Bcr G' PERCOLATION RATE /. s^ (minutesrnch) COEN To 1 fJc- WG t�5Thfl_t_-DI'T0 11 O TEST RUN BETWEEN z • ZS.. FT AND 3.79 FT RFORMED BY: P--7T"E' CN/aL/GN CERTIFIED BY: DATE: /9 �nL !�-7`AG Y 1� (D N 00 (o 00 t7 OD 00 (D 0 . LL. U. 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Z LL. w aw z 0 V) LU w 0 0,. 0 0 0 V) w Cd LL) C4 C4 C� W w C� U. w U- w LL. w c. w w U. u Z F- F <- �:: o < 3 0 0 Municipality of Anchorage Development Services Department Building Safety Division Onsite 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. 051-294-18 iWei 4,11F* _L11CL140110ITi901ZJ UPW srs' E:p: COSA # Dcrpg,.,�'I Expiration Date: G[ -;R - OG Complete legal description Lot 3; Block 2; Birchwood South Subdivision Location (site address) 16203 Carlisle St. Current Propertyowner(s) Sandi Sumner Day phone 694-2080 Mailing address PO Box 672501 Chugiak, AK 99567 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 OF BEDROOMS: 3. TYPE OF WATER SUPPLY: Individual Well Individual Water Storage Community Class C Well Public Water System TYPE OF WASTEWATER DISPOSAL: ❑ Individual On-site ❑ Individual Holding Tank ❑ Community On-site ❑ ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of On -Site 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 Onsite 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 Onsite 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.) Certificates 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 engineer's work. 4. 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 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 riles 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. NameofFirm S & S Eneineerinr Phone 694-2979 Address 17034 N. Eagle Engineer's Printed Name oop Ste. 204 Eagle River, AK 99Y40 7 Caa'4',' Date C /�' 6 L 5. DSD SIGNATUREy ` ROBERT C. COWAN enc CE -8801 V Approved for _ bedrooms.�4t rA..., ! Disapproved. ttttt'�=�t1„r Conditional approval for bedrooms, with the following stipulations: Attachments: COSA Checklist X Arsenic Advisory Septic System Advisory Maintenance Agreements Well Flow Advisory Supplemental Engineer's Report Nitrate Advisory Other By: Original Certificate Date: co g -06 (Rev. I IM) Municipality of Anchorage a ,.• Development Services Department Building Safety Division On -Site Water 8 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 CHECKLIST Legal Description: 1-,�T .2 r>;PLtI[[Ver-) SOCTH Parcel ID: OS 195 A. WELL DATA Well type Cf, IG" Date completed _ Total depth ft. Date of test If A. B, or C provide PWSID # ;2 LCIS to Sanitary seal (YIN) _ Wires Cased to ft. FROM WELL LOG Static water level ft. Well pr n g.p.m. WATER SAMPLE RESULTS: Coliform N colonies/100 mL Nitrate '3,7(o mg/L Arsenic: /VD mgA Date of sample: -'4if B. SEPTICIHOLDING TANK DATA Tank Type/Material Serpn e- /4S-r-ree-(- Tanksize /(Xv gal. Number of Compartments c2 Well Log (YIN) (Y/N) height (above ground) in. AT INSPECTION ft. g.p.m. Other bacteria `T' colonies/100 mL Collected by: S4 S ��u6rrel Date installed rol/ylg3 CieanoutsON) qfr S Foundation cleanout 6%) -`S Depression over tank (Yt5 ALo High water alarm (Y® /Jo i Date of pumping SEVT. TC05 Pumper 'STL S �OVAZIJU& C. ABSORPTION FIELD DATA Date installed rot -5 Soil rating (g.p.d.lft2 or ft2/bdrm) System type i 1 � Length ft. Width ft. Gravel below pipe j ft. i Total depth ft. Eft. absorption area .23 Monitor�ing�tube Depression over field Q o Date of adequacy test SIA -6, Resu Pas ail) For 3 bedrooms Fluid depth in absorption field before test in. Water added 510 gal. New depth _L in. Elapsed Time: 50 min. Final fluid depth - in. Absorption rate >= 4 SO4 g.p.d. Any rejuvenation treatment (past 12 mo.) (Y& type) N J If yes, give date = D. LIFT STATION t,1 Ift Date installed Size in gallons 'Pump on' level at _ in. 'Pump o Datum Cycles tested E. SEPARATION DISTANCES High water alarm level at Meets alarm & circuit requirements? SEPARATION DISTANCES FROM WELL ON LOT TO: CCA -SS t? " cot<(C_. Septic tank/lift station on lot Absorption field on lot Public sewer main Sewer /septic service line. Animal mWmVfif areas On adjacent lots On adjacent lots manhole/cleanout Holding tank Manure/animal excrete storage areas SEPARATION DISTANCES FROM SEPTICIHOLDING TANK ON LOT TO: Building foundation 514- Property line 5 14 Absorption field 5 !t Water main u In Water service line 10 rt Surface water (0 0 1.I - r Wells on adjacent lots /s0 t SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line JO + Building foundation 10 + Water main A.) JA I r r Water Service line 0 -- Surface water /OO •I" Driveway, parkinghrehida storage Z + r Curtain drainAyAX- 00 Wells on adjacent lots 1 GO + F. COMMENTS G. ENGINEER'S CERTIFICATION I certify that I have determined through field inspections and • ; v review of Municipal records that the above systems are In conformance with MOA COSA guidelines in effect on this date.' 6 �_ A IlOealr G COWAN Engineer's Printed Name a�k�ZT �• Cam ls`�, ` CC'♦38o1 Date (03-�o6 tttt`�/d COSA Fee $ Date of Payment 4P tv Receipt Number Qo iv,5 (Rev. 11/05) Waiver Fee $ Data of Receipt Number in. Z 2X7-..3/ iJ i. Ito «.f [:. J.1 ,, ,..� 11 :✓ r� e '6'•d 17..1 1 t`: 1 n1- r r AS-RUILT 1 hereby certify that 1 have surveyed the following described B.LfT, N00 Out �r,414 Anchorage Recording, Precinct, Alaska, and that the improve• ments situated thereon are within the property lines and do not overlap or encroach on the property lying adjacent thereto, that no Improvements on property lyingg adjacent therein encroach on the premises in queoion and Ilmt there are no roadways, transmission lines or otl•-er visible easements on said property except as indicated herron. Dated at Eagle River. \laska this-I+J. PORIAr c. jO1INSON 7 C yl - SCALE: Reg.stered Land Surveyor No. $RO-LS 1" µol Ik.x 7'445!,, r axle River, Alaska "77 191onr VW) 644.2543 f�\ illr•La�} � ) 4• n S p. p rZ r n� \ J 2X7-..3/ iJ i. Ito «.f [:. J.1 ,, ,..� 11 :✓ r� e '6'•d 17..1 1 t`: 1 n1- r r AS-RUILT 1 hereby certify that 1 have surveyed the following described B.LfT, N00 Out �r,414 Anchorage Recording, Precinct, Alaska, and that the improve• ments situated thereon are within the property lines and do not overlap or encroach on the property lying adjacent thereto, that no Improvements on property lyingg adjacent therein encroach on the premises in queoion and Ilmt there are no roadways, transmission lines or otl•-er visible easements on said property except as indicated herron. Dated at Eagle River. \laska this-I+J. PORIAr c. jO1INSON 7 C yl - SCALE: Reg.stered Land Surveyor No. $RO-LS 1" µol Ik.x 7'445!,, r axle River, Alaska "77 191onr VW) 644.2543 SCS ReEN Client Name Project Name/N Client Sample ID Matrix Samplc Remarks: J 1062534001 S & S Enginecring L3 B2 Birchwood South SD L3 B2 Birchwood South SD Drinking Water All Dateslrimes are Alaska Standard Time Printed Daterrime 05/30/2006 12:20 Collected Daterrime 05/192006 15:00 Received Date rime 05/192006 17:00 Technical Director Stephen C. Ede Allowable Prep Analysis Parameter Results POL Units Method Container ID Limits Date Date Init Metals by ICP/MS Arsenic ND 5.00 ug/L EP200.8 C (<-10) 0523106 0524/06 hill Haters Department Nitrate -N 3.76 0.100 Microbiology Laboratory Total Coliform 4 OB, No Coli mg/l. EPA 353.2 B (<-10) 0520106 ALR col/100mL SM209222B A ("1) 05/19/06 TLF MUNICIPALITY OF ANCHORAGE IiL • '� DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services an 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. # L1�� —'lei-1� HAA #���1 1. GENERAL INFORMATION Complete legal description Birchwood South S/D, B2, L3 Location (site address or directions) � Stan Fr Property owner Day phone Mailing address Lending agency Day pnone Mailing address Agent Joe Perrozi, ReMax Eagle River Day phone 694-4200 Address Eagle River Unless otherwise requested, HAA will be held for pickup. 2. NUMBER OF BEDROOMS: 3 4 3. TYPE OF WATER SUPPLY: Individual well Community well Public water El 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: NOTE: If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025 (Rev. 1/91) Front MOA 1121 19 Individual on-site El Holding tank El 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 (Rev. 1/91) Front MOA 1121 S. 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 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 in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date, of this inspection.' - Name of Firm KND Engineering Phone. 696-6111 Address 20441 Ptarmigan Blvd., Eagle River, AK 99577 Engineer's signature 6. DHHS SIGNATURE Approved for Disapproved. r � R E F- bedrooms. Conditional approval for Additional Comments By: XWO Date bedrooms, with the following stipulations: Date 6— 7 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 order to 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. 72-025 (ROV. 1/91) Back MOA 1121 RECEIVE( Municipality of Anchorage IJUN 17 1999 DEPARTMENT OF HEALTH & HUMAN SERVICE%NICIPALITYOFANCH Environmental Services Division ENVIRONMEWALSERVICES 825 L Street, Room 502 *Anchorage, Alaska 99501 • (907) 343-4744 Legal Description: A. WELL DATA Health Authority Approval Checklist Birchwd South B2, L3 Parcel I.D.: Well type Class "C" If A, B, or C, attach ADEC letter. ADEC water system number_ Log present (Y/N) Y Date completed 10/5/79 Total depth 53 Cased to Sanitary seal (Y/N) Y Date of test FROM WELL LOG 10/5/79 Static water level 30' Well production 12.5. unk. 215956 Casing height (above ground) 24" Wires properly protected (Y/N) Y AT INSPECTION N/A N/A N/A g.p.m. g.p.m. WATER SAMPLE RESULTS: Coliform Nitrate Other bacteria 0 Date of sample: G12ZI Iff Collected by: fi4 ix B. SEPTIC/HOLDING TANK DATA Date installed 6/14/83 Tank size 1000 Number of Compartments 2 Cleanouts (Y/N) Y Foundation cleanout (Y/N) Y Depression (Y/N) N High water alarm (Y/N). N/A 6/8/99 JR's Date of Pumping Pumper C. ABSORPTION FIELD DATA Date installed 6/14/83 Soil rating (g.p.d./ft2 or ft2/bdrm) 85 %m' type Bed Length 58' Width 7' Gravel thickness below pipe l' Total depth 7' Effective absorption area 333 Monitoring Tube present (YM) Y Depression over field (Y/N) N Date of adequacy test 6/8/99 Results (Pass/Fail) P For 3 bedrooms Fluid depth in absorption field before test (in.); 0 Immediately after 480 gal. water added (in.): 0 Fluid depth N/A (ins) Minutes later: N/A Peroxide treatment (past 12 months) (Y/N) N 72-026 (Rev. 3/96)"' Absorption rate = 333+ a.p.d. _ if yes, give date N/A D. LIFT STATION Date installed N/A Manhole/Access (Y/N) High water alarm level at* _ Cycles tested E. SEPARATION DISTANCES Size in gallons N/A "Pump on" level at* *Datum SEPARATION DISTANCES FROM WELL ON LOT TO: Septic/holding tank on lot N/A "Pump off" level at* On adjacent lots 46&4- /y,+ Absorption field on loth NA On adjacent lots N/A N/A Public sewer main Public sewer manhole/cleanout Sewer /septic service line 440!+NA Lift station SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOTTO: N/A Foundation 5'+ Property line 10'+ Absorption field 54 Water main/service line 25'+ Surface water/drainage 100'+ Wells on adjacent lots 150'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line. 10'+ Building foundation 10'+ Water main/service line 1501+ 0 Surface water + Driveway, parking/vehicle storage area 1+ Curtain drain N/A Wells on adjacent lots 150'+ F. ENGINEER'S CERTIFICATION I certify that I have determined thru field inspections and review of Municipal rece�jj�Nxt stems are. in conformance with MOA HAA guidelines in effect on this date. ; �A,P •••''as•* 0'0••.,fi� signature Kenneth M. -Du u P.E. Engineer's Name A s �• �� • •• to_ Ken %th <q Date 6/16/99 ��9), My CE 7116 •: s� HAA Fee $ �' Date of Payment. -067. - Receipt Number 0 72-026 (Rev. 3/96)* Waiver Fee $ Date of Payment Receipt Number uG•iL fIt LIN YI''',NMLNI1LL DoJ;Ji -4Gy " LLIJJ CT&F Environmental Services Inc. .►wrrrr.�.w..rr�.rrr,��.�.vrr CTSP Ref-# 993008001 Client PO# Client Nance KND Engineering Printed pate/Time 06/28!99 17:14 Projer-t Name/# Birchwood Somh 82 1,3 Collected Date/T1cne 06/24/99 1 ,20 Client Sample ID Birchwood South B2 L3 Received Date/Time 06/24/99 17:20 Matrix Drinking Water TechWGW Direr or: Stephen C. -de Ordered By PW5D) 0 Releas Sample Remarks - Allowable Ptep Analysis Parameter Results PCIL units Method LimltS Pace D&Ce _ init Total Calitorm 0 cot/100mL SM18 922?6 06/24/99 KAP NiTrare-N 2.53 0.500 mg/L EPA 300.0 10 man 06/24/99 06/24/99 SCS MUNICIPALITY OF ANCHORAGE • '� DEPARTMENT OF HEALTH & HUMAN SERVICES. i 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. # n4)\ - 22A L\ - \g 1. GENERAL INFORMATION Complete legal description 6� HAA# 0a, '\1-iLLn� Location (site address or directions) Aa1a0-3 e,11_6_64F 11 55 r , N �.D Property owner J901/6LX55 ti�1i4_IVIIV* Day phone '� y'7_ 11 7 0 Mailing address PO, ®x -7 7 O 3 61 ���1� �v .� �q 9t?5- ;77 Lending agency F Day phone 0, Mailing address Agent /`� �� Day phone Address Unless otherwise requested, HAA will be held for pickup. 2. NUMBER OF BEDROOMS: 3. TYPE OF WATER SUPPLY: Individual well Community well Public water 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 X 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(Rev.1/91) Front MOAA21 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 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 in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm Sheye t lz�—XD 0//K Phone Address Engineer's signature x e5 71;2,,6,'V' 6. DHHS SIGNATURE X Approved for bedrooms. Disapproved. Conditional approval for Additional Comments Date S 30 ,► '�...�r,. 6006 0004`004`90000... food / '. STEVEN E. FLODIi4 Af • '•• 4209-L �Q+� Ar profess'too bedrooms, with the following stipulations: 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 order to 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. 72-025 (Rev. 1/91) Back MOA #21 Municipality of Anchorage Department of Health and Human Services HEALTH AUTHORITY APPROVAL CHECKLIST L a- 3 a� ��a���� JO 077 Legal Description: Parcel I.D. A. Well Data Well type 0 If A, B, or C, attach ADEC letter. ADEC water system number g / S9 5 -Se Log present (Y/N) Date completed �� Driller TA Total depth 3 Cased to VN Casing height Sanitary seal (Y/N) Wires properly protected (Y/N) 04 Date of test Static water level Well flow .� Pump levell FROM WELL LOG l b15 -17y 3d 95-r 75-P SEPARATION DISTANCES FROM WELL TO: AT INSPECTION Septic/holding tank on lot®d ; On adjacent lots m n < D n F oz g.p.m. n Z 1T •� N O Septic/holding tank on lot®d ; On adjacent lots O Absorption field on lot ��� ; On adjacent lots Z Public sewer main &1A Public sewer manhole/cleanout 01 Sewer service line 1N114 Petroleum tank If WATER SAMPLE RESULTS: Coliform ® Nitrate �' L Other bacteria 0 Date of sample: Collected by:STP �e--e- B. SEPTIC/HOLDING TANK DATA Date installed G �y 3 Tank size LBo Compartments a— Cleanouts (Y/N) Foundation cleanout (Y/N) y Depression (Y/N) High water alarm (Y/N) Hifi Alarm tested (Y/N) 114 Date of pumping 5-/2 Pumper �,Aaa SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO: Well(s) on lot VA On adjacent lots L gB -IA- Foundation 7 To property line 7 5 Absorption field % R , t Water main/service line 'q Surface water/drainage & 'f'— r2-026(3W)•Front CONTINUED ON BACK PAGE m n < D rn F v O -- m O Absorption field on lot ��� ; On adjacent lots Z Public sewer main &1A Public sewer manhole/cleanout 01 Sewer service line 1N114 Petroleum tank If WATER SAMPLE RESULTS: Coliform ® Nitrate �' L Other bacteria 0 Date of sample: Collected by:STP �e--e- B. SEPTIC/HOLDING TANK DATA Date installed G �y 3 Tank size LBo Compartments a— Cleanouts (Y/N) Foundation cleanout (Y/N) y Depression (Y/N) High water alarm (Y/N) Hifi Alarm tested (Y/N) 114 Date of pumping 5-/2 Pumper �,Aaa SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO: Well(s) on lot VA On adjacent lots L gB -IA- Foundation 7 To property line 7 5 Absorption field % R , t Water main/service line 'q Surface water/drainage & 'f'— r2-026(3W)•Front CONTINUED ON BACK PAGE C. LIFT STATION Date installed (� Manufacturer Size in gallons Vent (Y/N) High water alarm level "Pump on" level at Meets MOA electrical codes (Y/N) SEPARATION DISTANCE FROM LIFT STATION TO: LW711 6=0 I D. ABSORPTION FIELD DATA On adjacent lots Manhole/Access (Y/N) "Pump off" Level at Cycles tested Date installed GZ 3 Soil rating (GPD/Ft2) Surface water y/y,(CV0,..11 Length EK Width 7 Gravel thickness System type �F _Total depth 7 Total absorption area Cleanout present (Y/N) � Depression over field (Y/N) Date of adequacy test a7 AV Results (pass/fail) for Bedrooms Water level in absorption field before test © After test Peroxide treatment (past 12 months) (Y/N) H If yes, give date SEPARATION DISTANCE FROM ABSORPTION FIELD TO: Well on lot W6 On adjacent lots LIDO 't 0 Property line 6-5---t To building foundation -3,6- To existing or abandoned system on lot L - On adjacent lots Cutbank 141 Water maiNservice line A9 t Surface water Driveway, parking/vehicle storage area 17 Curtain drain E. ENGINEER'S CERTIFICATION I certify that ! have checked, verified, or conformed to all MOA and HAA guidelines in=�e.�]i��'''►ery�this inspection. r�•• . •.... ��s�' '� ••• •• A. O♦ Signature Engineer's Name ���vG.-t f — �D �/ i S'1'EON`E`"L'C3b41V `Ar 4209-E I Date 6-1; r�o•'••......••'•� HAA Fee $ 3on ` �� Waiver Fee $ Date of Payment G - L Date of Payment Receipt Number °2 ` �' / �� �%� Receipt Number. 72-026 (3/93)' Back N: IM +� i I DEPT. OF ENVIRONMENTAL CC ANCHORAGE DISTRICT OFFICE 800 E. DIMOND BLVD., SUITE 3-470 ANCHORAGE, ALASKA 99515 Ms. Pat Patchin 16203 Carlisle Eagle River, AK 99577 May 16, 1994 SUBiE01: Lots 3, Block 2, Birchwood -South Subdivision Eagle River, Alaska; ADEC Project No. 9421 -DW -129-147 Class "C" PWSID No. 215956 Dear Ms. Patchin: (907) 349-7755 This letter is in response to the phone call received in this office May 9, 1994, regarding the above public water system, requesting this Department's approval of the Birchwood South Class "C" public water system. Since this drinking water system has been previously approved by the Department, and because it serves less than 13 bedrooms, the water system is a Class "C" Public Water System. Verification that the water supply has been recently tested will be required to maintain compliance with State Drinking Water Regulations. This office will need recent satisfactory results for raw water sample analyses for total coliform bacteria and inorganics for nitrate to provide verification that the water system is providing a sanitary source of water. Thank you for your cooperation with this Department, if there are any questions regarding the above please do not hesitate to call. ML/cf cc: Mr. Ron Alleva Alaska H2O, Inc. 133 West 5th Avenue Anchorage, AK 99501 Sincerely, Michael Lu, ELT. Environmental Engineer IL CT&E Ref.# Client Sample ID Matrix Client Name Ordered By Project Name Project# PWSID Sample Remarks: Parameter Nitrate -N Commercial Testing & Engineering Co. Environmental Laboratory Services LABORATORY ANALYSIS REPORT 94.2531-1 KITCHEN SINK, L3 BLK2 S BIRCHWOOD WATER PATCHIN, DOUG WORK Order 78916 Printed Date 05/31/94 @ 16:08 hrs. Collected Date 05/24/94 @ 20:30 hrs. UA Received Date 05/25/94 @ 16:45 hrs. Technical Director STEPHEN C. EDEA Released By: 1r� 7 ` , e-- --------------------------------------------------------------------------------- SAMPLE COLLECTED BY: STEVEN FLODIN. WITNESSED BY DOUG PATCHIN. QC Results Qual Units Method 1.68 mg/L EPA 353.2/300.0 Allowable Ext. Anal Limits Date Date Init 10 05/27/94 CMR * See Special Instructions Above UA– Unavailable ** See Sample Remarks Above NA=Not Analyzed U = Undetected, Reported value is the practical quantification limit. LT= Less Than D = Secondary dilution. GT=Greater Than 5633 B Street. Anchnrana AK 99F,1 A.1 AM — Tei• 10m1 RAI _74n V cam.,. 10n'71 Rat rZIM ENVIRONMENTAL FACILITIES IN ALASKA, COLORADO, FLORIDA, ILLINOIS, MARYLAND, NEW JERSEY, OHIO, UTAH, WEST VIRGINIA MUNICIPALITY OF ANCHORAGE • Department of Health & Human Services DIVISION OF ENVIRONMENTAL SERVICES i 343-4744 CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF �- ON-SITE SEWER AND WATER FACILITY FOR SINGLE FAMILY DWELLING Parcel I.D. # QD 29� 18 HAA# 22-C)39i 1. GENERAL INFORMATION (Must be completed prior to submittal) (a) Legal Description (include lot, block, subdivision, section, township, range) Location (address or directions) (b) Property owner Pam 9 Cwtti.3 C.Pi-Aton Telephone: (home) Business Mailing Address P.,O. Box 159 Anchorage AlaXhn 99504 (c) -Lending Institution Telephone Mailing Address (d) Real Estate Company and Agent RE/AJAX OF EAGI E RTUER (41) Telephone 694-4200 (e) Mail the HAA to the followinaddress: (or check here �i gf hold for pick up.) List contact person and day phone number below: S & S 6NGINIVNINO 2. TYPE OF RESIDENCE Single -Family X 3. WATER SUPPLY Individual Well ❑ Number of bedrooms 3 Community EX Public ❑ Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to th legality and status. 4. SEWAGE DISPOSAL On-site X Public ❑ Community ❑ Holding Tank ❑ Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legailty and status. 72-025 (Rev. 7/88) Page 1 of 2 3 ;o Z abed HOUB (BOIL 'ABH) SZO-ZL •�aom s,aaauibue leuoissa;oid a43 ui suoisslwo ao saoaaa ao; alglsuodsaa lou si a6eaoyouy;o A;iledloiunW aul *panssl sl aleol;Ilaao a aao;aq elep azAleue-1�0 suolloadsul lonpuoo lou op SHHa;o segAoldw3 •sluawaalnbei alels pue Ieaapa; ulelaao AAshes of iepio ui suoilnlllsul 6uipual a1a43 pue sawoq ;o siesegoand of Aselinoo a se slyl saop SHHQ ay1 'e�sely ;o alelS ay} ul paialsibei aaaul6ua leuolssa;oid luepuadepul ue Aq anoge 9 ydea6eied ul uanlb suolleluesaadaa eqj uodn Aluo paseq paleoilpeo lenoaddV Allaoglny glleaH senssl (SHHCI) saolnaaS uewnH pue u31e9H;o luawliedaa 96eaoyouy;o Allledlolunw ayl NOI1f1V0 leuoll!puoo n algia � 0 CW — eCZAn��r_ euoydelal lenoaddy leuolllpu00;o swaal panoaddesla \ / panoaddy Aq swooapaqao; panoaddy IVAOUddV SHHd '9 alep LC966 elsEIV'aanla aI6e3 peon dool a8n121 51B03 VEM L sseipp`d JNI'833N19N3 S I S Wald ;o OWEN •uolloodsul slyl;o alep ay; uo 309119 ul suollelnbaa pue 'seoueulpio 'sepoo alelS pue ledlolunW Ile yl!m eouelldwoo ul sl welsAs lesodslp jalemalsem ao/pue Alddns aalem alls-uo eql 'uolloadsul pue uolle61ls9nul Aw woe; pue sell; a6eaoyouy ;o AllledlolunW ayl woe; paulelgo uollewio;ui ayl uo paseq leyl Aj!aan aaylin; I •ulaaay paleolpul ainlonils;o ads l pue swooapaq;o aagwnu ayl ao; alenbape pue leuolloun; 'a;es sl walsAs lesodslp aalemelsem ao/pue Alddns aalem ells-uo eql leyl smogs lenoaddy Aluoylny ylleaH slyl;o u01le61ls9nul Aw leyl A;uan I 'molaq umoys alep uollepllen ayl;o se pue olaaay paxl;;e Zeas Aw Aq pal;!laao.sy -NOIIVWHOANI dNV VIVO'HOaV3S 3-114'S1S31'SN01103dSNl ONIalAOHd MIA ONIU33NION3 '9 MUNICIPALI1Y OF ANC.I1w; \;a ENVIRONMENTAL SERVICES DiVi310t MUNICIPALITY OF~O(ALITY OF ANCHORAGE (MOA) ENVIRONMENTAL SEV"EVj.IjlAJOHORITY APPROVAL (HAA) ;'SEP - 8 1988 CHECKLIST - FEBRUARY 1984 SEP 264-4744 n E C1 E I�/ ED ...� E � � 1.988 K �j Legal Descriptior�� RECEIVED s� A. WELL DATA Well Classification If A, B, C, D.E.C. Approved y N) Well Log Present (Y/N) Date Completed Total Depth Static Water Level Cased to Casing Height Above Ground Electrical Wiring in Conduit (Y/N) Separation Distances from Well: To Septic/Holding Tank on Lot I o4- Depth of Grouting — Pump Set At Yield Sanitary Seal on Casing (Y/N) Depression Around Wellhead (Y/N) ; On Adjoining Lots i To Nearest Edge of Absorption Field on Lot \tea 'H ; On Adjoining Lots To Nearest Public Sewer Line To Nearest Public Sewer Cleanout/Manhole Water Sample Collected by Water Sample Test Results Comments B. SEPTIC/"0t04N.G_TANK DATA To Nearest Sewer Service Line on Lot Date "l — BS Date Installed LD -) A''q53 Size , o0o No. of Compartments Standpipes (RN)Air-tight Caps (RN) Foundation Cleanout 4 N) y Depression over Tank (YO? � Date Last Pumped 10-Zb - YR fs iE"Povi Pumping/Maintenance Contract on File (Y/N)� N A ; for Pu n P1#6 Holding Tank High -Water Alarm (Y/N) /n` Temporary Holding Tank Permit (Y/N) Separation Distances from Septic*old o. g. Tank: To Water -Supply Well -Z"'_-' To Building Foundation � To Property Line To Disposal Field t To Water Main/Service Line ) '� '�` To Stream, Pond, Lake, or Major Drainage Course k Comments Page 1 of 2 72-026 IR(,v 8/86) Front C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata Date Installed %O Width of Field Square Feet of Absorption Area 7�4— Type of System Design�1�� �3 Length of Field 5'0 . Depth of Field .I Gravel Bed Thickness Standpipes Present4nUN) Depression over Field (Y45P Date of Last Adequacy Test Results of Last Adequacy Test 5r 3 Separation Distance from Absorption Field i To Water -Supply Well �Sb To Property Line , o -i-- To Building Foundation ��, To Existing or Abandoned System on Lot � b ; On Adjoining Lots 1 To Water Main/Service Line o 'I" To Cutbank (if present) I To Stream/Pond/Lake/or Major Drainage Course 1 To Driveway, Parking Area, or Vehicle Storage Area Comments D. LIFT STATION Date Installed Size in Gallo "Pump On" Level at High Water Alarm Level at _ Tested for Electrical Codes (Y/N) Comments Dimensions Manhole/Access (Y/N) Pump Off' Level at Vent (Y/N) Pumping Cycles during Adequacy Test. Meets MOA ** Check Permitted Bedroom Rating Against HAA Request ** I certify that I have checked, verified, or conformed to all MO and HAA guidelines in effect on the date of this i Slgneds.rC��GIw�cenINr_ Date CompJm7934 Eagle River Loop Road No. 3ftA No. Eagle River, Ales av�s 9577 y/ P'�� Q ••• � Receipt No. / 7 Date of Payment f y Amount: $ / 7G'- G-6 Page 2 of 2 72-026 (Rev 8/86) Rack .W. rN STEVE COINf'ER, UOl/!'RNOA l (DEPT. OF ENVIRONMENTAL CONSER"TION ANC'rli�RAC�E/W�=rTERLJ Ej! STRICT OFF i:CF_ 563---6775 3601 C STREF-T, SI.)ITF. 1331 ANCHORAGE. ALASKA 99`:;O'3 PljS I C) : CL.ASS :: WELL - To Whom It May Concorn: Accnrdinq to the record, on file in this office, the LOTS 1, 3 ' 4, 3LOCK 1, f:3IRCIAW0OD SC►UTH SUBQIVIS I0N slater System is in compliance with the State of Alaska 1)rink'inq Water Requlat ions. Since?-eIy, rucF i Erickson 11i-,trict. ()'fic:-� Supervisor• BF.F : p14k z X 11 X CHEMICAL & GEOLOGICAL LABORATORIES OF ALASKA, INC 1 5633 B STREET ANCHORAGE, ALASKA 99518 TELEPHONE (907) 562-2343 LAFEDERAL TAX ID # 92-0040440 BORATORIES ANALYSIS REPORT BY SAMPLE for Work Order # 8871 Date Report Printed: SEP 1 88 @ 13:40 Client Sample ID:L3, B2 BIRCHWOOD SOUTH Client Name S & S ENGINEERING PWSID :UA Client Acct SNSENGP Collected AUG 26 88 @ hrs. P.O.# NONE REC D Received AUG 30 88 @ 14:30 hrs. Req # Preserved with :NONE Ordered By Analysis Completed :AUG 31 88 Send Reports to: Laboratory Supeu sor :STEPHEN C. EDE 1)S & S ENGINEERING Released ByG./ 2) Special Instruct: Chemlab Ref #: 2421 Lab Smpl ID: 10 Matrix: WATER Parameter Tested Result/Units NITRATE -N Sample ROUTINE SAMPLE Remarks: 1.2 mg/l Allowable Method Limits EPA 353.2 10 1 Tests Performed See Special Instructions Above UA -Unavailable ND= None Detected '" See Sample Remarks Above NA- Not Analyzed LT=Less Than, GT -Greater Than Time APPLIC JT FILLS OUT UPPER HAL ONLY Property Owner <; , /.i- 6 Tim Phone Mailing Address .. �,'".. - _ �� -, Zip Code :: r Date Date Buyer Date Address Inspector Zip Code Lending Institution ',; ..... :f k' �� �- % ,; .y ��c _: �' Phone Address / /: // r%, _; c: i* Zip Code Realty Co. &Agent c � ,; ;� � � , . .:., ,. i :� �i ,: � �; - �-/ .�:� � — i ., - r a�f y/ . .._7c U Phone Address i' Zip Code Legal Description 01' /x' Cf/ c e a S o . Street Location /.: '7— '7— Type of Residence Type 5k Single Family C !.J ❑ Multiple Family No. of Bedrooms.___ ❑ Other Water Supply ❑ Individual ATTACH WELL LOG. A well log is required for all wells drilled since June 1975. Community For wells drilled prior to that date, give well depth (attach log if available). ❑ Public Utility 7 ( + Well To Absorption Area ' Sewer Disposal v n �r��� ¢ r _ 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 Tim Date Date Date Date Inspector Inspector Inspector Inspector Field Notes: ( BEDROOMS /j1L;;k F 'CONDITIONS OF APPROVAL ;APPROVED ( ) DISAPPROVED ( l ( ) CONDITIONAL APPROVAL" DATE BY: r b Soils Rati�g Date Sewer Installed Well To Absorption Area ' Well Log Received - Septic Tank Size 'I- Well to Tank I_ �k��t�ha_. 1�,� a,_f/ 72 023 Municipality of .Anchorage January 4, 1984 POU(,1 io 650 ANCA iORAGE, ALASKA 9955'- (907) 264-41 11 n)NV RNA tA! i MAYOR DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION Mr. David Yanoshek, P.E. Arctic Engineers, Inc. 1506 W. 36th Avenue Anchorage, AK 99503 Subject: Septic Systems Inspections, Lots 1-4, Block 2, South Birchwood Subdivision Dear Mr. Yanoshek: I have finished review of the submitted as-builts and additional submitted information and the results are as follows: Lot 1: The concrete septic tank does not meet Uniform Plumbing Code (and this department's) specifications for a septic tank. The first compartment is not large enough and there appears to be problems with the inlet and outlet baffles. The specifications are listed in the appendix of the U.P.C.a, pages 1.79 to 181 (a copy is attached). Lot 2: The tank is not approved. A possible solution will be to add an additional 500 gallon (approved type) septic tank after the concrete tank; however, a ermit will need to be obtained prior to installing it. �So-^-e- �.- L.t 1 Lot 3: The trench absorption area is adequate for 2 bedrooms. If_ additional bedrooms are desired then an upgrade will need to be completed and a permit obtained. Lot 4: As-builts are acceptable. Thank you for your assistance and for providing the additional information. Sincrely, Cory Willis, R.S. Acting Sewer & Water Program Manager CW86/ej/E1 cc: Larry Maulden Jack White 3201 C Street Anchorage, AK 99503 / _ \^ � / \ / Lot 2 Enclosed is a blueline of the septic tank installed on ' this lot and lot l. One foot (l/) of sewer rock was installed below the drain tile. The total effective absorption area for the system is based OD d seepage bed design allowing a 20% reduction . factor. 62 x 7 x .8 = 347 3.F. Lot 3�/ One foot (l/) of sewer rock was installed below the \ ' ' dI�i nL ti l 8 ^ ' A pero test was conducted between the 6.9 feet and 7'3 feet level. The soils rating is 154 3,F,/8.R' The effective absorption area is 58 x 7 X .8 = 325 square feet' Lot 4 One foot (l/) of sewer rock was installed below the drain tile, The effective absorption area is 61 X 7 x .O = 342 square feet, If you have any further qU85tiODS pertaining to this matter, please do not hesitate to Call, SiDC2rely, ARCTIC ENGINEERS, INC. David Yand�hek, P.E. Project Engineer