Loading...
HomeMy WebLinkAboutBROADWATER HEIGHTS TR C LT 3 Municipality of Anchorage On -Site Water and Wastewater Section • (907) 343-7904 Page 1 of 3 ORI -SITE WASTEWATER INSPECTION REPORT Permit Number: OSP231228 PID Number: 050-131-60 Dwelling: 0 Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New X Upgrade Name CLAIR SHIREY C/O BRIAN BRODERICK ABSORPTION FIELD ❑ [I Dee p Trench ® Wide Trench ❑ Bed E] Mound Site Address 11823 W. SKYLINE DRIVE, EAGLE RIVER, AK 99577 ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 907-748-4900 3 1.2 GPD/SF SEE DWG. Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade SEE DWG. Ft. Gravel depth beneath pipe 0.50 Ft Subdivision Block Lot BROADWATER HEIGHTS TRACT C 3 Fill added above original grade SEE DWG. Ft. Gravel length 63 Ft. Township Range Section - Gravel width 6 Ft. Beds: Number of Lines Distance between lines - Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 378 Ftz - -Ft, Well *80'+ **100'+ - - 25'+ TANK 9 Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer GREER TANK Capacity 1000 Gal. Surface Water 100'+ 100'+ - _ Material Number of compartments Lot Line 51+ **101+ - - NA PLASTIC 2 Foundation 10'+ 10'+ - - L TION Manufacturer Capacity Remarks *WAIVER GRANTED (WAIVER # OSV 231040) Gal. **FLAGGED/STAKED BY REGISTERED SURVEYOR. Alarm location Electn �b�y Installer PIPE MATERIAL House to tank D3034 Tank to D3034 drainfield RPC CONSTRUCTION Drainfield D3034 CO/MTD3034 Inspector GEG CONSULTANT, JODY MAUS BENCH MARK (Assumed elevation) 100.00 ft Inspection ection 1n 8/26/23 8/26/23 Location and description Zn, 3°' 8/28/23 4°i - GARAGE SLAB ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp Qo600p044 Conditional Approval: Date 4 T. 70, i ........�......... ........ .....:4®....... D Septic System etfrGey`A Gflr.�iess, ��q 111 Approved illA,l _ Date �� / "�, Z3 . i3 ag23... �cQo / CLCD O ��4p Note: this approval does not include well permit requirements. profess+or�o� ��Ooo00� /n.... #AECC 184 PERMIT NUMBER: PARCEL ID NUMBER: OSP231228 RECORD DRAWING 050-131-60 1 ( a• .1. I I 1 1 t i i 1 STORM DRAINAGE PATH PER MOA GIS MAPPING 1 � '4 T 1 INSTALLED DOUBLE 1 CLEANOUTS 1\ / (DBL1 & DBL2) PER THE CONTRACTOR, \ INSULATED SEWER LINE \\ UNDER DRIVEWAY WITH r 4 -INCHES BY 4 -FOOT WIDE \ HIGH DENSITY INSULATION V5 \\ (CENTERED OVER PIPE) \ a. 1 �Lt m' '1 m 1 � , 1 .r_ •: i_ ST 100 -FOOT RADIUS (GENERALLOCATION)I I I i I I I I i 1, Z / NEW 1000 -GALLON GREER PLASTIC / SEPTIC TANK / i —INSTALLED DOUBLE CLEANOUTS (DBL3 & DBL4) MPW noewcin n ODA DBL1 39.0 ENGINEERING � SALES, CONSULTING 37.0 3701 E. TUDOR ROAD, SUITE 101 - ANCHORAGE, ALASKA ` PHONE (907) 337-6179 • WEBSITE: www.garnessengineefing.corn 39.6 PREPARED FOR: PHONE NUMBER: MH PAGE NUMBER: C/O BRIAN BRODERICK 907-748-4900 ST1 2 OF 3 PROJECT/LEGAL DESCRIPTION: 54.8 DRAWN BY: BROADWATER HEIGHTS; TRACT C, LOT 3 63.7 J.L.M. TYPE OF WORK: 83.3 DATE: RECORD DRAWING OF SEPTIC SYSTEM UPGRADE COI 8/30/2023 ODA DBL1 39.0 27.6 37.0 DBL2 39.6 27.5 36.4 MH 75.1 55.7 50.9 ST1 78.3 59.4 54.8 DBL3 82.1 63.7 59.3 DBL4 83.3 65.2 60.9 COI 88.8 72.0 66.4 MTI 90.7 73.7 69,9 CO2 1149.7 1133.8 128.6 MT2 1147.7 1131.6 126.4 NOTE: PIPE LOCATIONS ARE SHOWN PER GEG SHOTS TAKEN WITH LEICA DISTO S910 LASER DISTANCE METER. SWING -TIES TO HOUSE CORNERS WERE GENERATED IN AUTOCAD. NOTE: PER THE CONTRACTOR, THE OLD UNDOCUMENTED TANK (CONCRETE)AND OLD SEEPAGE PIT (CONCRETE RINGS) WERE DECOMMISSIONED PER UPC Vi JA A C''••'' •s ♦� of IV I &CITJJ/•• t 0, LICENSE #AECC884 rey /A. harness 1v mr CE 79 3 •,° 2 i 3 v2 3,.•' F'�A ' ROFESSko N VA vilwa**- -:�♦ PERMIT NUMBER: RECORD D RAW I N G PARCEL ID 050-131-60 NUMB OSP231228 TOP OF MANHOLE FINAL GRADE STI (MH I) = 97.48 --- 96.97-97.13 — 0 OP OF T INLET= 92. 6--\I I F I I I /— TP OF TANK @ OOUTLET = 92.06 •2" OF INSULATION PER CONTRACTOR INVERT OF BUNG @ I I I F�� INVERTO'OF B�UNZ @ INLET = 91.38—�� NEW1000-GALLON GREER PLASTIC SEPTIC TANK TOP OF TEST HOLE PIPE = 95.44 NOTE: PER THE CONTRACTOR, 6 -INCHES OF (TEST HOLE MT WAS REMOVED GRADE AT TEST HOLE = 91.77 TOPSOIL WAS PLACED OVER THE ENTIRE DURING CONSTRUCTION) MOUNDED /DISTURBED AREAS AND THEN THE FINAL GRADES AT CO's = 93.45-94.31 ENTIRE AREA SPRAYED WITH HYDRO -SEED (WITHi /ORIGINAL GRADE AT TACKIFIER). THE DRIVEWAY WAS REROUTED IN co'S I / HIGH POINT = 92.25 fl ORDER TO MEET THE 2:1 SLOPE REQUIREMENTS fq Ott I , � i Q�9 g$EN 2" INSULATION 2031 FILTER FABRIC 3.5 MAX. ON UPHILL SIDE NEW DRIVEWAY 1 0 5' OF EFFECTIVE 1.5' DEEP ON DOWNHILL SIDE tYrti .+q "� > .•..- - •-• (REMOVED ALL ORGANICS) :: '•'q^ "i- •'vim `,�' �r+� ' ti.- JJ k• . t, i LIMITS OF EXCAVATION ON 6' WIDE �' DOWNHILL SIDE OF TRENCH = 87.63 � LIMITS OF EXCAVATION ON INVERT OF DISTRIBUTION LINE = 89.8 _ UPHILL SIDE OF TRENCH = 88.75 TOP OF LEVELING SANDIBOTTOM OF DRAINROCK 89.3Lu y ~' 7' SEPARATION TO BEDROCK PROVIDED NOTE: THE BENCHMARK FOR THIS PROJECT IS THE — GARAGE SLAB RIGHT GARAGE DOOR )= 100.00 _9217 -TO LARGE BOULDER OR BEDROCK. NO GROUNDWATER ENCOUNTERED . w .777 ..7-77=7771"], AirOTTP •,�.�� kyARNESS EN(IlINEERIN(l (34R LtdX 49 . :. ......: :............0 j' ENGINEERING - SALES , CONSULTING� i 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, ALASKA' PHONE (907) 337-6179' WEBSITE www.gamessenginsedng.com ,.+u++:....... p...................s...0 PREPARED FOR: PHONE NUMBER: PAGE NUMBER: C�, y A:`Garn� ss: �'4ClC� C/O BRIAN BRODERICK 907-748-4900 3 OF 3 CE2? 53 ' 2�i ♦J'J'• err PROJECT/LEGAL DESCRIPTION: DRAWN BY: �. •. c I g j •' �� BROADWATER HEIGHTS; TRACT C, LOT 3 J.L.M. 1� Fp•p�`•(•�••- .• ••••�, TYPE OF WORK: DATE:LICENS E,,,■\\\�\`_''� RECORD DRAWING OF SEPTIC SYSTEM UPGRADE 8/30/2023 #AECC884 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: OSP231228 Work Type: Septic Upgrade Tax Code Number: 05013160000 Site Legal Address: BROADWATER HEIGHTS TR C LT 3 G:0253 Site Mailing Address: 11823 W SKYLINE DR, Eagle River Owner: SHIREY DAVID K Design Engineer: GARNESS ENGINEERING GROUP LTD This permit is for the construction of: Effective Date Expiration Date: »>enr No i CU � Department Lot Size in Sq Ft: Total Bedrooms: 8/9/2023 8/8/2024 19873 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 Special Provisions: 2:1 side slopes are permitted if jute mat is placed and tackifier added to the hydroseeding. No waiver needed. Received By: Issued By: �5��'- '"'� C C- C Date: Date: 3 MUNICIPALITY OF ANCHORAGE + 4 -343-7904Develo ment Services Department Phone: 907 On -Site Water & Wastewater Section Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 050-131-60 Property owner(s) CIO BRIAN BRODERICK Day phone 907-748-4900 Mailing address 11823 W SKYLINE DRIVE, EAGLE RIVER, AK 99577 Site address 11823 W SKYLINE DRIVE, EAGLE RIVER, AK 99577 Legal description (Sub'd., Block & Lot) BROADWATER HEIGHTS; TRACT C, LOT 3 Legal description (Township, Range & Section) Lot Size Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field Rx Initial ❑ Single Family (SF) Q (w/wo ADU) Septic Tank 0 Upgrade Duplex (D) ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: WELL TO TANK, _ Distance: 80' certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) r 1 g�c - Permit/Rush-Fees: � � ,� Waiver Fees: - - -- Date of Payment: Date of Payment: Receipt Number: 0703 0703 .SG Receipt Number: Permit No. 0 s F -Z- 312 24'' Waiver No. O S V Z 31 O y 0 GADevelopment Services\Building Safety\On Site Water and WastewaterWorms\Client Forms\Permit Application.doc Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231228, Curtis Townsend, 08/09/23 Municipality of Anchorage Ment s Vepnrtment P.O. Box 196650 ® 4700 Elmore Road Anchorage, Alaska 99519-6650 • (907) 343-7904 • Fax (907) 343-7997 http://www.muni.org/Onsite Development Services Division On -Site Water and Wastewater Program * * * * VARIANCE/WAIVER REVIEW * * * * Waiver#: OSV231040 PID#: 050-131-60 Permit#: OSP231228 Legal Description: Broadwater Heights Tract C Lot 3 Engineer: Jeffrey Garness, PE Applicant: Jeffrey Garness, PE Your request for a waiver of the required 100' horizontal separation from the septic tank to well has been approved. The approved separation distance is 80'. This waiver approval applies to the proposed absorption field only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department ❑The affected adjacent property owner(s) have been given a 7 day notice regarding this waiver. ❑ Notarized letter(s) of nonobjection have been received from the owner(s) of the affected adjacent property. ® Adjacent properties are not affected by this waiver. Waiver is Granted: X Waiver is not Granted: Date: _8/9/2023 Approved by: _Curtis Townsend Name of Reviewer **** VARIANCE/WAIVER REVIEW **** Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231228, Curtis Townsend, 08/09/23 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231228, Curtis Townsend, 08/09/23 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231228, Curtis Townsend, 08/09/23 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231228, Curtis Townsend, 08/09/23 Re: LanJ Use Pemtt, Lot J,Tract C, L~roa~;~ater Heights Subdivision. October 17, 1972 Clair L. Shirey P. O. Box 823 Eagle River, Alaska 99577 Dear Hr. Shirey: For some time nou w~: ~hw) ~een holding youe co~pleted, approved Land Use Permit for Lot 3, Tract C, Broadwater Heights Subdivision, lacking Only your signature on the permit. If you ~ould come in at your convenience to sign it we ~.~ill be able to issue the permit to you~ Your cooperation in this i)iatter ha.s been greatl~y appreciated. Si ncerely, Arlene Gonzales Zoning Inspector dd MUNICIPALITY OF ANCHORAGE Development Services Department _ Phone: 907-343-7904 On -Site Water & Wastewater Section Fax. 907-343-7997 Parcel I.D. 050-131-60 Certificate of On -Site Systems Approval Expiration Date: ✓ -y Legal description BROADWATER HEIGHTS TR C LT 3 Site address 11823 W SKYLINE DR Eagle River AK Current property owner(s) SHIREY X The On-site system(s) is/are approved for 3 bedrooms Conditional approval for bedrooms, with the following stipulations: Comments or advisories: Original Certificate Date: 9/1/2023 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 2097 5H f Development Services Department 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. 050-131-60 Complete legal description BROADWATER HEIGHTS; TRACT C, LOT 3 Location (site address) 11823W. SKYLINE DRIVE, EAGLE RIVER, AK 99577 Current property owner(s) Day phone 907-748-4900 2. ON-SITE SYSTEMS SIZED FOR 3 BEDROOMS 3. TYPE OF WATER SUPPLY: 0 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: 0 Private Septic ❑ Private Septic serving 2 dwelling units ❑ Holding Tanis ❑ Community Septic or Public Sewer 5. SEPTIC TANK: ❑ Steel ❑® Plastic ❑ Concrete ❑ Fiberglass Age NEW - See advisory if steel older than 20 years 6. ABSORPTION FIELD: ❑ AWWTS ❑ Bed ❑ Deep Trench Fln� Wide Trench ❑ Seepage Pit Waiver request for: Expedited review requested: 0 Distance: 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 $_ Ll ( Waiver Fee $ Date of Payment �! ( 2 3 Date of Payment COSA # C 2. 13�j �j Waiver # COSA Applicalion_Jun.,e 22022 00 COSA Checklist Legal Description: BROADWATER HEIGHTS; TRACT C, LOT 3 Parcel ID: 050-131-60 If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system 1 A. WELL DATA ❑ Well log is filed with Onsite (or attached) Well production at time of test 5.9 gpm Date drilled 1971 Total depth *40+ ft Water storage tank volume NIA gallons Cased to UNK ft Well disinfected for coliform test? ❑ Yes Q No 0 Sanitary seal is functioning correctly R Coliform bacteria is Negative 9 Wires are properly protected Nitrate 4.26 mg/L ❑ Nitrate less than MRL (ND) Casing height (above ground) 18+ in. Arsenic ug/L ❑■ Arsenic less than MRL (ND) Date of flow test for COSA 8/28/2023 Collected by GEG, LTD. Static water level at beginning of test 10.3 ft. Date 7/13/2023 Comments *SEE ATTACHED 1/2/2007 ARCTIC PUMP & WELL INC. WHICH STATES WELL IS 42 -FEET DEEP. B. TANK DATA Measured operating fluid level in septic tank NEW Date of pumping NEW ❑ Required maintenance completed, if AWWTS Comments: D. ABSORPTION FIELD DATA Which system tested (date installed) 8/26-29/23 X ALL standpipes present per record drawing Total measured depth from grade 5 ft (max) Measured depth to pipe invert from grade 3.7 ft (min) ❑ N/A — pressurized field. A Per record drawings, field is insulated. W 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/A If yes, enter date Comments/Deficiencies: STATION ❑ Require .tenance Age of lift station Lift station ial Adequacy test date NEW Results ❑ Pass Fluid depth prior to test NEW in Water added NEW gal New fluid depth NEW in Elapsed time NEW min Final fluid depth NEW in Absorption rate NEW gpd FIELD STATUS — POST RECOVERY Effective depth (per record drawings) 6 in Effective depth used 0 in Effective depth remaining 6 in COSA Checklist—June 2022 �i� 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'Community *80+ 4 Sewer Manhole/Cleanout > 100' ❑Yes if No ft E Yes if No ft Neighboring Tank > 100' ❑■ Yes if No ft Private Sewer/Septic Line > 25' ❑■ Yes if No ft Absorption Field on Lot > 100' g Yes if No ft Holding Tank > 100' ❑o Yes if No ft Neighboring Absorption Fields > 100' Animal Containment > 50' Q Yes if No ft ❑i Yes if No ft Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' 50FI Yes if No ft Q 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' Q Yes if No ft Surface Water > 100' 0 Yes if No ft Tank to Property Line > 5' [E Yes if No ft Wells on Adjacent Lots: Field to Property Line > 10' Q Yes if No ft Private Wells > 100' N] Yes if No ft Water Main > 10' Q Yes if No ft Community Wells > 200' E Yes if No ft Water Service Line > 10' ❑■ Yes if No ft If tank or field is under driveway comment below F. ENGINEER'S COMMENTS *WAIVER GRANTED ( WAIVER #OSV231040). 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 Gamess Engineering Group, LTD. (GEG) Phone 907-337-6179 Engineer's Printed Name Jeffrey A. Garness Date In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system in accordance with the guidelines and regulations established by the Municipality of Anchorage and industry practices. The reported results describe the condition of the system/s on the date/s of the evaluation. Separation distances were measured to readily identifiable features. Hidden defects or encroachments may exist that were not identified during the evaluation. The operational life of all wells and septic systems depend upon a variety of variables, including (but not limited to) soil conditions, groundwater levels (that may fluctuate during the year), quality of construction (materials and workmanship), and the water usage of the family utilizing the system/s. These conditions can vary, and are outside the control of GEG. Satisfactory test results do not guarantee future performance of the system/s; therefore, GEG makes no warranty (express or implied) regarding the future performance of the well or septic system. GEG makes no representation whether an alternative well or septic system can be installed on the property in the event either of the current systems fail to perform adequately in the future. The content of this report is for the sole benefit of the person/party that retained GEG to perform the evaluation. Reliance upon the information provided in this report by any other person or party (including subsequent property purchasers) is not authorized, nor will it confer any legal right whatsoever. COSA Checklist June 2022 4 DO J ff � "� ... y A. Gayness; QQ9Y'I CE -7 53��•' ��� 4ap �P •-���i.�.����nAo 0 LICENSE���p�ofession o #AECC884 2 0 . 1 27. 4 4. 3 1 9 . 8 21. 5 2 6 . 6 2 2 . 3 2.1 4. 3 0.8 0.5 1.0 6.7 W G R A V E L D R I V E W A Y ℄ S K Y L I N E D R I V E L =3 4 .9 3 R =2 0 .0 0 G E LOT A PLANTER N 1 1 ° 2 7 ' 2 0 " W 1 9 7 . 4 7 10' UTILITY EASEMENT 100' W E L L R A D I U S E D G E O F P A V E M E N T Lot 3, Tr C Broadwater Heights Subdivision 19,873 Sq. Ft. +/- 11823 Skyline Drive 2 Story Wood Frame House With Attached 2 Car Garage N88° 37' 00"E 34.81 L=121.95R=210.00 N34 ° 5 9 ' 3 5 " E 2 2 7 . 9 1 33 . 7 13 . 9 30 . 0 R.O . W . 80' W E L L R A D I U S 30.0 R.O.W. 10' UTILITY EASEMENT S SS SS S S SS N 1 1 ° 2 7 ' 2 0 " W 1 9 7 . 4 7 N34 ° 5 9 ' 3 5 " E 2 2 7 . 9 1 STILLWATER DRIV E SC 67.1 PROFESSIONAL SEAL Date:Frontier Surveys, LLC Project No: 650 W. 58th Ave. Suite E Anchorage, Alaska 99518 As-Built Survey of: www.frontiersurveys.com Frontier Surveys, LLC I, Pierre Stragier, hereby certify that this Mortgage Inspection Survey was performed by me, or under my direct supervision on Plat:Grid:Ordered By: 907.460.1686 - info@frontiersurveys.com This survey complies with the ASPLS Mortgage Location Standards. The survey represents visible improvements and conditions at the time of the survey. This document does not constitute a boundary survey and is subject to any inaccuracies that a subsequent boundary survey may reveal. It is the responsibility of the Owner to determine the existence of any easements, covenants, or restriction which do no appear on the record plat. Under no circumstances should this document be used for construction or for establishing a boundary or fence line. August 30th, 2023. Legend: Scale 1" = 30 Gas Meter Electric Meter/Outside Power Deck Septic Lot 3, Tr C Broadwater Heights Subdivision General Notes: 1. This document is created for the purpose of a single property transaction and is subject to Federal Copyright Laws. 2. Excepting for gross negligence, the liability for this survey shall not exceed the cost of preparing this survey. 3. All measurements/setbacks are to the visual/apparent building footprint. 4. All dimensions to property lines are plus/minus 0.1ft. Brian Broderick 23-360 08/30/2023 77-155 NW0253 Water WellG E S W Culvert Pierre M. Stragier No. L.S. - 9812 08/30/2023 R E GISTEREDPROFESSIO N A L L A N D S URVEYOR Bollard SC Septic Tank M.H. Ln LU co v c z s o W C: «. 0 c � w \ J > ° E .L E o > LM CL co ft 4-0 Sic cc cri CL CL , - Q a I-' " c = C co to to cn `,' # Cit m ° '�"' t a rn © 0 c E� o J tov cu 0 tfc OC r -4h;- ru -- t,I'fi ,.., -, v .a E 4V"fj cu :3 8 (D (n (1) v p CL u OL 75 41 ICU 0 f •� .�' CU _ N'f cQ ,L N t3. Co'i;JW JO 4A co ca o MONK • d__j ;,} � ,.,., Jas � +' "-' t0 oil�i./ . � � � « �.. « [«V*J� �7` /r V RIVE < INE ........ cii « . « � civ * Z S C:> KY © c « co � • cr> 4 cu +_j 's 0 00. ?11 Ln m X — 4) w d ",