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HomeMy WebLinkAboutHERBERT LT 2DHerbert Lot 20 #010-115-02 MUNICIPALITY OF ANCHORAGE 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. 010 115-02 - 1. GENERAL INFORMATION Complete legal description HERBERT LOT 2b Location (site address) 3706 Wilson Current property owner(s) Mailing address Real estate agent HOUt 2. TYPE OF DWELLING: Fxj Single Family (w/ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 3 Expiration Date: Day phone Day phone 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Private Well 0 Private Septic ❑ Water Storage ❑ Holding Tank ❑ Community Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑X Waiver request tor: N O N E 9 Distance: Received by: Date: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ Z eO Date of Payment 5-11312- Z Receipt Number CLl13 p COSA # O SG 2212 D� Waiver Fee $ Date of Payment Receipt Number Waiver # 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal -affixed hereto -and -as of the validation date-shownbelow,-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 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 C&M ENGINEERING Phone 8545558 Address 20182 TULWAR Engineer's Printed Name CHARLES BALZARINI Date 5/6/22 q) - 0_0fir 6. DSD SIGNATURE / • • . • • . ...... System #1 Approved for bedrooms ' ' ' ' . • • • ' 3 • CHARLES G BALZARINI System #2 Approved for bedrooms r�� �F�u'.. CE -13854 ..& Disapproved �11 TF�FOP ' • •SSION • ' P�11�—'" ll ROFE Conditional approval for bedrooms, with the following stipulations: By U�)U_k �WXI Original Certificate Date: The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA Checklist blue sheet WATER AND � o WAS_V_- V'' 0— G6 AM � ::Z1 RO 4 By U�)U_k �WXI Original Certificate Date: The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA Checklist blue sheet COSA Checklist yellow sheet COSA Checklist Legal Description: Parcel ID: If more than 1 septic system on lot: COSA Checklist # of Structure served by this system A. WELL DATA Well log is filed with Onsite (or attached) Date drilled Total depth ft Cased to ft Sanitary seal is functioning correctly Wires are properly protected Casing height (above ground) in. Date of flow test for COSA Static water level at beginning of test ft. Well production at time of test gpm Water storage tank volume gallons Well disinfected for coliform test? Yes No Coliform bacteria is Negative Nitrate mg/L Nitrate less than MRL (ND) Arsenic ug/L Arsenic less than MRL (ND) Collected by Date of Sample Comments __________________________________________________________________________________ C. LIFT STATION Required maintenance completed Age of lift station years Lift station material Comments: 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 Monitor tubes go to bottom of effective. If not, state depth into effective Code-required soil cover over field System presoaked (Required if vacant for greater than 30 days prior to date of test) Gallons introduced gallons Adequacy test date Results Pass For bedrooms Fluid depth prior to test in Water added gal New depth in Elapsed time min Final fluid depth in Absorption rate gpd Any rejuvenation treatment (past 12 months) If yes, enter date Comments/Deficiencies: B. TANK DATA Age of tank(s) years Tank type/material Measured operating fluid level in septic tank Standpipes/foundation cleanout per record drawing Date of pumping D. ABSORPTION FIELD DATA ______________________ Which system tested (date installed) Herbert Lot 2 D 010 115 02 11 1 5.1 UNK NA UNK +45 ND 22.1 12 C&M Engineering 4/28/22 14 5/2/22 Well may have been drilled c.1950. COSA Checklist yellow sheet E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well) Septic Tank/Lift Station on Lot > 100’ 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 From Septic/Holding Tank on Lot to:(Please enter distances if less than required) Building Foundations > 10’ Yes if No ft Property Line > 5’ Yes if No ft Absorption Field > 5’ 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 septic tank is under driveway comment below From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10’ Yes if No ft 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 If absorption field is under driveway comment below Wells on Adjacent Lots: Private Wells > 100’ Yes if No ft Community Wells > 200’ Yes if No ft F. ENGINEER’S COMMENTS G. ENGINEER’S CERTIFICATION I certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. :HOODQGSULYDWHVHZHUOLQHZHUHERWKLQVWDOOHGSULRUWRFRGHXSGDWHZKLFKUHTXLUHGIRRWVHSDUDWLRQ 5/10/22 ✔ ✔ <10 ✔ ✔ ✔✔ Arsenic levels consistent with previous results. The sewer line passes near the well. Recommend pumping and camera-ing the sewer line prior to occupying the home. Install watertight caps. Consider encasement of pipe adjacent to well. ✔ MUNICIPALITY OF ANCHORAGE    DEVELOPMENT SERVICES DEPARTMENT    907‐343‐7904  On‐Site Water and Wastewater Section                                                                                           Fax: 343‐7997  www.muni.org/onsite         Mailing Address: P. O. Box 196650 * Anchorage, Alaska 99519‐6650 * www.muni.org      Arsenic Advisory   Certificate of On‐Site Systems Approval # OSC221209  Subdivision: Herbert,  Lot: 2D  A water sample revealed an arsenic concentration of 22.1 micrograms per liter  (ug/L).  The Environmental Protection Agency (EPA) has established a maximum  contaminant level (MCL) of 10.0 ug/L for public drinking water systems.  While  private wells are not subject to this regulation, EPA standards are based on existing  health information and can therefore be used to gauge the relative quality of water  from private wells.  Information on arsenic is available from the On‐Site Water and  Wastewater Program website (www.muni.org/onsite) or at 343‐7904.    This advisory must be attached to all copies of the subject Certificate of On‐Site  Systems Approval.    1 Carroll, Rebecca M. From:CHARLES Balzarini <cgbalzarini@gmail.com> Sent:Tuesday, May 24, 2022 9:58 AM To:Carroll, Rebecca M. Subject:Re: HERBERT LT 2D Follow Up Flag:Follow up Flag Status:Flagged [EXTERNAL EMAIL]  Yes, well has a functioning seal.   The sewer CO inside the crawl space is capped, but it’s cobbled on.    On Tue, May 24, 2022 at 9:56 AM Carroll, Rebecca M. <rebecca.carroll@anchorageak.gov> wrote:  Charles,     I’m looking at the resubmittal for the Herbert L2D COSA.  Under Engineer’s Comments, you state “Install watertight  caps.”  Is this in reference to the private sewer line cleanout(s)?       Becca Carroll  Onsite Water and Wastewater  Municipality of Anchorage  343-7908     From: eplans‐noreply@anchorageak.gov <eplans‐noreply@anchorageak.gov>   Sent: Tuesday, May 24, 2022 9:29 AM  To: Carroll, Rebecca M. <rebecca.carroll@anchorageak.gov>  Subject: Onsite Well and Septic Department Review cycle #2 Assignment for OSC221209            Onsite Well and Septic Department Review cycle #2 Assignment   Ati-r �v"'Y y.:�8rs17 Ll. _ a' O J V to I_ m a r a Ua. 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O � r W � a W F Z m 4 E o a J J Z W m f• m Q ¢ O W 2 N a a D r w = a _ O 0 Y 2 W Z Z a m O V °u N N N N � V W ¢ W ¢ W V Z O Z W J J V V • V Z F Z W m J J J J Z W m m m Q ¢ O W F f a V r w = a _ O Z O Y 2 W Z Z � ¢ O V °u r O c uu u Q IL , w r t- z a W V Y q a z � W V W a = > O m u p •• m W F p � � a > O N 6 ¢ a Q W w J 4 r J W u a ¢ Z V 2 V J N J Q• W YZ W ds Z i r o J ¢ Q V X 0 n � 0 N N N N W u W ¢ W ¢ 0 O O Z a a V V • V Z Z Z F J J J J J Z W m m m Q ¢ O W W f W V i V V W Z O W W °u uu c uu u Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99507 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 010-115-02 GENERAL INFORMATION Complete legal description Location (site address) COSA # i O ExpirationDate: ,,2 .-7- // Lot 2D, Herbert Subdivision 3706 Wilson Street Anchorage, AK Current Property owner(s) Regina E. Herbert Mailing address 2370 Kasmir Court Austell, GA 30106 Day phone Lending agency Day phone Mailing address Retal E'§t~te.~Ag,ent Mailing Addr~.s Unless;othen~',~se re~lbested, COSA will be held by DSD for pickup. NUMBER OF'BEDROOMS: Two (2) Day phone TYPE OF.WATER SUPPLY: Individual Well [] Individual Water Storage [] Community Class 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 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.) 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 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 Phone 522-7773 Address P.O. Box 240773 Anchorage, AK 99524 Engineer's Pdnted Name Michael E. Anderson, P.E. DSD SIGNATURE '~"'~ Approved for Disapproved. Date 6/20/2011 't 'm~S..........?~ ~ Conditional approval for bedrooms, with the following stipulations: Attachments: COSA Checklist Septic System Advisory Well Flow Advisory Nitrate Advisory X Arsenic Advisory Maintenance Agreements Supplemental Engineer's Report Other Original Certificate Date: 8 - ~- 7-~/// (Rev. 11/05) Municipality of Anchorage Development Services Department Building Safety Division On-Site Water & Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99507 www. muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: Herbert Subdivision, Lot 2D A. WELL DATA IfA, B, or C provide PWSID # Sanitary seal (Y/N) Y Well type Private Date completed 1950+ Total depth >131 ft. Cased to >40 ft. FROM WELL LOG Date of test Static water level Well production WATER SAMPLE RESULTS: Coliform 0 colonies/100 mL Arsenic: 25.7 ug/I B. SEPTIC/HOLDING TANK DATA Parcel ID: 010-115-02 g.p.m. Nitrate .193 mg/L Date of sample: 6/9/11 AWVVU Sewer System Well Log (Y/N) N Number of Compartments Depression over tank (Y/N) Pumper Tank Type/Material Tank size ~ gal. Foundation cleanout (Y/N) ~ Date of pumping C, ABSORPTION FIELD DATA Date installed Length ft. Total depth ft. Date of adequacy test Wires properly protected (Y/N) Soil rating (g.p.d./ft2 or ft2/bdrm) ~ Width ft. Eft. absorption area ft2 Monitoring tube Results (Pass/Fail) __ in. Water added Casing height (above ground) __ Fluid depth in absorption field before test Elapsed Time: ~ min. Final fluid depth Any rejuvenation treatment (past 12 mo.) (YIN & type) ATINSPECTION 6/17/2011 21.8 ft. 4.7 g.p.m. Collected by: MEA Date installed Cleanouts (Y/N).. High water alarm (Y/N) Y >12 in. System type Gravel below pipe ft. Depression over field ~ For bedrooms ~ gal. New depth in. in. Absorption rate >= g.p.d. If yes, give date Do LIFT STATION Date installed "Pump on" level at~ Datum in. E. SEPARATION DISTANCES Size in gallons "Pump off" level at~ Cycles tested in. SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot N/A Absorption field on lot N/A Public sewer main >75' Sewer/septic service line >25' Animal containment areas >50' Manhole/Access (Y/N) High water alarm level at Meets alarm & circuit requirements? in. On adjacent lots >1oo' On adjacent lots >1oo' Public sewer manhole/cleanout Holding tank N/A Manure/animal excrete storage areas >100' >100' SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: N/A Property line N/A Building foundation Water main N/A Wells on adjacent lots Water service line N/A N/A SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line N/A Water Service line N/A Curtain drain None Noted Building foundation Surface water N/A Wells on adjacent lots N/A F. COMMENTS: Lot is Sewed by AWWU Sewer Main. Absorption field Surface water N/A N/A N/A Water main N/A Driveway, parking/vehicle storage N/A G. ENGINEER'S CERTIFICATION I certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. Engineer's Printed Name Michael E. Anderson, P.E. Date 6/20/2011 COSA Fee $ Date of Payment Receipt Number lqo" Waiver Fee $ Date of Payment Receipt Number (Rev. 11105) Municipality of Anchorage Community Development Department Development Services Division On-Site Water and Wastewater Program 4700 Elmore Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 Arsenic Advisory Certificate of On-Site Systems Approval # 111208 A Certificate of On-Site Systems Approval inspection and test of potable water was recently conducted on the well water supply on Block , Lot 2D of Herbert Subdivision. This inspection revealed an arsenic concentration of 25.7 micrograms per liter (ug/L) for the property's well water sample. The Environmental Protection Agency (EPA) has established a maximum contaminant level (MCL) of 10.0 ug/L for public drinking water systems. While private wells are not subject to this regulation, EPA standards are based on existing health information and can therefore be used to gauge the relative quality of water from private wells. Information on arsenic is available from the On-Site Water and Wastewater Program website (www.muni.org/onsite) or at 343-7904. This advisory must be attached to all copies of the subject Certificate of On- Site Systems Approval. .......... SGS SGS ReL# 1 112381001 Client Name Anderson Engineering Printed Date/Time 06/14/2011 8:01 Project Name/# Lot 2D Herbert Collected Date/Time 06/09/2011 10:45 Client Sample ID Lot 2D tterbert Received Date/Time 06/09/2011 11:10 Matrix Drinking Water Technical Director Stephen C. Ede Sample Remarks: Allowable Prep Analysis Parameter Results LOQ Units Method Container ID Limits Date Date Init Metals by ICP/MS Arsenic 25.7 * 5.00 ug/L EP200.8 C (<10) 06/10/11 06/10/11 NRB Waters Department Total Nitrate/Nitrite-N 0.193 0.100 mg/L SM20 4500NO3-F B (<10) 06/09/11 AYC Microbiology Laboratory E. Coli Negative 1 100mL SM20 9223B A 06/09/11 DLC Total Coliform Negative I 100mL SM20 9223B A 06/09/11 DLC p,00a CMER FRONT gtm&NA MUCH Slot AMMO SMACK REAR MA MO ,7.I8ACK LOT 2E O O d O O 0 CA LOT 1 S89a 57'00"W 150.00' m 1 OX30 ANCHOR ESMT. N 8.0 CAP,PORT SHOP CARPORT 5890 67'09W 150.00' LOT 2C UNDER NO CIRCUMSTANCES SHOULD AN AS–BUILT BE USED FOR CONSTRUCTION OR FOR ESTABLISHING BOUNDARY OR FENCE LINES. THE SURVEYOR TAKES RESPONS181UTY FOR THE INITIAL TRANSACTION ONLY AND ASSUMES FINANCIAL LIABILITY ONLY FOR THE COST OF THE SURVEY, LISTED DISTANCES PREVAIL OVER SCALING. REPRODUCTION MAY CAUSE ERRORS IN SCALE. LOT "WY SURVEY TYPE SYMBOLS FOUNDATION ASr-BUILT -SET REBAR DRAINAGE ASPHALT E1NAL STRucwHE AS–KILT O FOUND RE3AR •� �e--R-9- WOOD FENCE r-r�� CONCRETE PLOT PLAN ... As–Btwt . _ . LOT SURVEY ... TOPOMAPNY --`� 00 ASSUMED ELEV. IE-3t—k METAL FENCE LC1 L,+� W000 DECK IT IS THE RESPONSIBILITY OF THE BUILDER OR OWNER, PRIOR TO CONSTRUCTION, TO VERIFY PROPOSED BUILDING GRADE RELATIVE TO FINISHED GRADE AND UTILITY CONNECTIONS AND TO DETERMINE THE EXISTENCE OF ANY EASEMENTS, COVENANTS OR RESTRICTIONS h W PLAN UJIQ 20R ®�•A��, 4 C a,• (- \• • ®® hme fo.ma Q rtaeDNud allal the lot "mere ? a. e4oea an the plan and to um beef of m b,aefedgo aM ovilm", all &" NNane hme bas, O I b •�~J LO ��//��l EXISTING a M V/ HOUSE D.D N FINAL STRUCTURE AS–BUILT®gig Rata.rt It Jn hervby a Iyj Wel 1 Oro 4 .IUnf, he" pmfmrma A• -Dull n y of ,b. all �to,�'e0, �'•••.......•••. d dN,a,sk- -dd Nite�imektm ae h.n.nn true awooUner,',H M•t Urdew ®®® p��fe9810ne� J O CD z WELL y y GRAVEL DRIVEWAY 5890 67'09W 150.00' LOT 2C UNDER NO CIRCUMSTANCES SHOULD AN AS–BUILT BE USED FOR CONSTRUCTION OR FOR ESTABLISHING BOUNDARY OR FENCE LINES. THE SURVEYOR TAKES RESPONS181UTY FOR THE INITIAL TRANSACTION ONLY AND ASSUMES FINANCIAL LIABILITY ONLY FOR THE COST OF THE SURVEY, LISTED DISTANCES PREVAIL OVER SCALING. REPRODUCTION MAY CAUSE ERRORS IN SCALE. LOT "WY SURVEY TYPE SYMBOLS FOUNDATION ASr-BUILT -SET REBAR DRAINAGE ASPHALT E1NAL STRucwHE AS–KILT O FOUND RE3AR •� �e--R-9- WOOD FENCE r-r�� CONCRETE PLOT PLAN ... As–Btwt . _ . LOT SURVEY ... TOPOMAPNY --`� 00 ASSUMED ELEV. IE-3t—k METAL FENCE LC1 L,+� W000 DECK IT IS THE RESPONSIBILITY OF THE BUILDER OR OWNER, PRIOR TO CONSTRUCTION, TO VERIFY PROPOSED BUILDING GRADE RELATIVE TO FINISHED GRADE AND UTILITY CONNECTIONS AND TO DETERMINE THE EXISTENCE OF ANY EASEMENTS, COVENANTS OR RESTRICTIONS WHICH DO NOT APPEAR ON. THE RECORDED SUBDIVISION PLAT. SURVEY CERTIFICATION PLAN QA'®� OF a�� PLOT I hreby arDty Wat I nano phyltaMy ■+*+yam W lot Ma•n ono de.ath•d hr+eo. and at I ®�•A��, 4 C a,• (- \• • ®® hme fo.ma Q rtaeDNud allal the lot "mere ",J V a. e4oea an the plan and to um beef of m b,aefedgo aM ovilm", all &" NNane hme bas, Air A meekxed K. a4d FOUNDATION AS -BUILT •• t Raberl E Jols,e. Jr. hr'.by aMDy that I ha•+ pateneee an An-Buft arwy d the mW am the feuadottert ..+ In(s bt nd W haven •• .r•� ' .... '• -.. , AMreNeA• and hfanrotion o• .f,n.n nonrAmanle &WUrAm am Me and no eor ROSER .IR. O Ar AW �'•.,• FINAL STRUCTURE AS–BUILT®gig Rata.rt It Jn hervby a Iyj Wel 1 • •, ,: • ,� 4 4 .IUnf, he" pmfmrma A• -Dull n y of ,b. all �to,�'e0, �'•••.......•••. d dN,a,sk- -dd Nite�imektm ae h.n.nn true awooUner,',H M•t Urdew ®®® p��fe9810ne� ONLY THOSE IMPROVEMENTS ABOVE GROUND AND VISIBLE WILL BE SHOWN, FENCES, WELLS, SEPTIC CLEANOUTS, SIDEWALKS. DRIVEWAYS, ETC., ARE SHOWN IN THEIR APPROXIMATE LOCATION, ONLY. SNOW MAY PREVENT SOME IMPROVEMENTS FROM BEING SEEN AND LOCATED_ ALL DISTANCES ARE RECORD UNLESS OTHERVVISQ NOTED. Prepared by Robert E. Johns, Jr. & Assoc. Professional Land Surveyors 1700 Brink Drive. cele: lit _A300RAGE, ALASKA 99500 Roo. Lot S.F, Rec. Piot File No. ate sarieyed: 06/09/11 Drawn er• REJ Chocked 9WL ate Drawn. 06/13/11 Gr'd`SW1729 "''0' 11-155 HERBERT LOT 2D Aarow Pump & Well Service LLC (907)346-9355 Inspection Report I ran a camera 45' down the well at 3706 Wilson Street and did not find any holes/cracks in the casing or leaking around the pitless. Beau Maxim