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HomeMy WebLinkAboutFISCHER BLK 1 LT 3B6Fischer Block 1 3B6 #015-292-20 0 9/rg/zaz f Municipality of Anchorage On -Site Water and Wastewater Section - (907) 343-7904 Page Of ON -SITE WASTEWATER INSPECTION REPORT Permit Number:.OSP201350 PID Number: 0 15-292-20 Dwelling: Z Single Family (SF) 0 with ADU M Duplex (D) El Two Single Family Project: M New Z Upgrade Name JAMES & GERRI MCCAFFREY ABSORPTION FIELD — ADVANTEX F1 Deep Trench N Wide Trench E] Bed R Mound Site Address 5121 SPRUCE CREEK CIRCLE, ANCHORAGE EJ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 1 3 6 GPD/SFI 3 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 2.5 Ft. Gravel depth beneath pip 0.5 Ft. Subdivision Block Lot FISCHER 1 3136 Fill added above original grade VARIES 0.72'— 0.84 Ft. Gravel length 15 Ft. Township Range Section Gravel width 5 Ft. Beds: Number of Lines NA Distance between lines NA Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist, between trenches From Tank Field Tank Line 75 Fe NA NA Ft. Well 50'+ 50'+ 25'+ TANK 0 septic El S.T.E.P. 0 Holding 0 Other ADVANTEX Manufacturer ANCHORAGE TANK Capacity 1500 Gal. Surface Water 50'+ 50'+ Material EPDXY STEEL Number of compartments 2 Lot Line *4'+ *0.5'+ NA Foundation *8'+ 10'+ ILIFT STATION - NA IManufacturer NA Capacity NA Gal. I Remarks Decommissioned old septic tank & installed new epoxy steel septic tank. *Outside prism per previous analysis & per. Alarm location FIRST FLOOR ROOM S SIDE Electrical installed by CAPSTONE waiver & permit. Installer A+ PIPE MATERIAL House to tank 3034 Tank to drainfield 3034 Drainfield 3034 CO/MT 3034 Inspector FWC BENCH MARK (Assumed elevation) 100 ft Inspection dates: 1st 11/10/2020 2 nd 11/25/20 Location and description 3 rd 11/30/20 4 1h 11/30/20 GARAGE SLAB ON -SITE WATER AND WASTEWATER SECTION APPROVAL Conditional Approval: Date TH .... .... .. Septic Syste Approved Curtis Huffman - CE128991 Date t 12/20/24 . Aaw Note: this approval does not include well permit requirements. (Kev u*/uz/ i b) PERMIT: OSSP2013\50 PID:015-292-20 Utl.-K ��0 \/ DE o LOT 3136 g BLK 1 52.E 2 H STAKEDWELL 38R RADIUS PRIOR N TO CONST. J o B GARAGE SLAB t TH2O-1 FCO CONIC DECK D/W STAKED PL & ESMT. ��� PRIOR TO CONST. C MH DECOM SSIONED LOT 3135 ,� P EXITING ANK & D ABANDON p CRIB SEPTIC AREA MH CD E MT TH2O-1A C F _4 0 NEW EPDXY STEEL ADVANTEX TANK 23 T FIELD. DECK SUPPTS ARE SUPPORTS \S O / 5'+ FROM TANK. STAKED PL & ESMT. 0 REA & SITE HAVE PRIOR TO CONST. \ FAST d MIN/` LS WITH NO MAINTAINED 0.5' GWATER A80 FROM FIELD TO PL & K PL PER �`2000 10. 10.5' GRADE. PER M WAIVER & IT. SPRUCE CREEK CIRCLE A—C=10.8' I CO B — C = 50.1 ' FCO 100.05 100.08 A—D=18.4' MH AX20 POD MH I B—D=52.7' 11 149s.oa A—E=23.9 B—E=47.0' 500-GAL Ii 95.45 1OXY A—F=25.4: STEEL ADEEL VAANT K B—F=49.0 A-13=37.9' I B — G= 45. 6' U�DDE SOIL A—H=37.5 PRISM PER PREVIOUS B — H = 43. 6' ANALYSIS - SEE PERMIT DOCS. CO SEPTIC SECTION SCALE: NTS FISCHER BLOCK 1, LOT 3136 PREPARED FOR: JAMES & GERRI MCCAFFREY 5121 SPRUCE CREEK CIRCLE ANCHORAGE, AK 99507 FIRST WATER CONSULTING 13030 Sues Way DATE: U VEY: Anchorage, Alaska 99516 DRAWN: (907)350-9566 SCALE: firstwaterAK©gmail.com rl, d Ci I* r~ m F- O J 13.9' W N J J • rem CO MT 19.89 /-FINAL GRADE R 99.77 99.05 TH2D-1A FILTER FABRIC ORIGINAL GRADE -_ � 2. oRG/a. 6.55 96.55 SEWER ROCK 4 05 96.05 KEPT SHALLOWER & CW/SW INSTALLED O 3 5 2' MOA SAND 94.05 NO GRND.WTR. OR AT INSTALL 10' 89.05 Bq, PER SITE & AREA SOILS DATA & PER MOA PERMIT SUPPFORTOSERMCES: ,� �►�� ° � � OF AA 4 9 TH*Ny 12/20/24 ` is Huffman ,w JLS , CE 128991 FWCS , 12/20/24j/ 1" = 20' \ sslo��'' •�► J( I\V VL VI\LLr\ l.�Ifi ILL ANCHORAGE RECORDING DISTRICT, ALASKA AS -BUILT OF: FISHER SUBDIVISION LOT 3B6 BLOCK I PLAT 70-174 SURVEY CERTIFICATE: I, John L. Schuller, Have conducted a physical survey of this property as shown on this drawing and that the improvements situated hereon are within the property lines and no enchroachments exist other than noted. Under no circtmistance sbouh any information on this drawing be used for construction of fences, structures, improvements, or for establishing boundary lines. EXCLUSION NOTES: It is the owners responsibility to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. APRIL 10, 2024 1"=2V IschutherokOgmc 24-032 DRANW 8N CHECKED BY CRID NUMBER: BOOK PA JLS SW2537 1 240140 ® = FND 5i8" REAR OF 4 -°\ ® . 49TH ...................... ...... @ •.JOHN L. SCHULLER: o + � LS-10408 ' J�® `,t°fessionot'e L 1831 Talkeetna Street Anchorage, Alaska 99508 (907) 227-1455 office (907) 274-4992 fax MUNICIPALITY OF ANCHORAGE On Sitc VVotcr & 'Nooteyentcr Progrom PC] Box 19665Q 4700 Elmwe Rcad Ar,chorage, A1askq PN.vne: (W)l 34� -7904 Fax: (9073f*,7997 Permit Number: OSP20,1350 Work Type: Septic, Upgrade: Tax Code Number, 015-5219220()00 Site Legal Address: FISCHER BLK 1 LT 3136 G:2537 Site Mailin ,g Address: 5121 SPRUCE CREEK CIR, Anchorage Owner. MCCAFFREY JAMES T JR & GERRI A Design Engineer: FIRST WATER CONSUL11"ING This permit is for the construction of: M=1 Effective Date Expiration Date: Lot Size in Sq Ft: WITAT55-- "-#Tare= 10'` 1912 0 20 911912021 11492 Zi D il s p o s, a I Reid rv-1 Septic Tank 0 Holding Tank 17 Privy 0 Private Well 01krVater Storage All construction shall be in accordance with'. 1 . The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters '(5.55and 15.65 and the State of Alaska Wastel,biater Disposai Regulations (1 8,AAC72) and Drinking Water Regulations (1 8AA08 0) 3. The wash` r2c)de requires inspeclions cluring the it stnita icr. The engineer shall notify the Development Services Department per AMC 15.135. Provide ncti-ific,-3tion by calling (907) 343-7904 (2417), 4. From r-,),r--,,,.ober 15 to ApM '15, a subsurface soil absorption system under cr.,nst-mction 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: Per the design, deck r supports within 5' of the tank will bo roplaoed with plies driven to the elevation of the bottom of the tank or deeper. C-D Y- _1 r F , Lf) co Received By: 1:,surd By, - Date: 9/12020 Date: V101 1�6 3 ON -SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 015-292-20 Phone: 907-343-7904 Fax: 907-343-7997 Property owner(s) JAMES & GERRI MCCAFFREY Day phone 9072423398 Mailing address 5121 SPRUCE CREEK CIRCLE, ANCHORAGE, AK 99507 Site address 5121 SPRUCE CREEK CIRCLE, ANCHORAGE, AK 99507 Legal description (Sub'd., Block & Lot) FISCHER 131, 1_3136 Legal description (Township, Range & Section) Lot Size 11,492 Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (Z all that apply) Absorption Field Fx_j Initial D Single Family (SF) E (w/wo ADU) Septic Tank Z Upgrade M Duplex (D) 0 Holding Tank 0 Renewal D Multiple Dwellings ❑ Privy El (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. (Signature of property owner or authorized agent) Permit/Rush Fees: 4 L! q 6, P 6 kki b- n Date of Payment: (V,2 c) 9 6) � 0 Receipt Number'. 0� Permit No. 6 sp 613 5o Waiver Fees: #/Co. 7-5- cc vl� Date of Payment: q // gh 0 Receipt Number: 6/G I40 Waiver No. 05VZ01057 G:\Development Services\Building Safety\On Site Water and WastewaterTorms\Client Forms\Permit Application.doc F'rst Wdler 13030 Sues Way, Anchorage, AK 99516 907-350-9566 / firstwaterAK@gmail.com November 4, 2020 Municipalities of Anchorage On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 RE: SEPTIC SYSTEM UPGRADE PERMIT LEGAL: FISCHER BLOCK 1, LOT 3116 PHYSICAL: 5121 SPRUCE CREEK CIRCLE, ANCHORAGE, 99507 Per original discussions with On -Site staff and after site meeting layout discussion with A+ Services it appears the best option is to place the field in the front yard as shown on the attached revised design. The lot and area soils show fast percolating <lmin soils with groundwater at or below 10.5' as shown on page one of the design. The design is based on the existing soils and groundwater MOA record data of the subject and adjacent lots. Due to the very limited area, lot line waivers (tank, basin and field) of up to 0.5' to property line will be needed as with the original permitted design. Granting of these waivers will not impact the adjacent property. We propose to install one shallow trench with and Advantex 1500-gallon steel tank and AX-20 Pod with pump basin system to serve the existing 3-bedroom residence. If possible based on excavation and elevations, a pump basin may not be necessary. The slopes are moderate at 8-12% 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, i Curtis Huffinan, P.E. Frsl WdL,' . i'IhNNi11� e e Mun' y of Anchorage t)nparrment P.O. Box 196650 0 4700 Elmore Road Anchorage, Alaska 99519-6650 0 (907) 343-7904 a Fax (907) 343-7997 http:l/www.muni.org/Onsite Development ices Division On -Site Water and Wastewater Program ?�CX ARIANCE/WAIVER REVIEW Waiver#: OSV201057 COSA#: P I D#: 015-292-20 Legal Description: Fischer Blk 1 Lt 3B6 Engineer: First Water Consulting Permit#: OSP201350 Your request for a waiver of the required 10 feet horizontal separation from the absorption field to the property line has been approved. The approved separation distance is ©.!;"feet. In addition, the tank may be/., feet from the property line also. Oas, 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. a■ a a a a a a a a a a a a a a a a a a a a a a a a a a■ a a a a a e a a is a a a a a a e e e a a a a a a a a a a a a a e a a it a e a a a a a e a a a a a of Waiver is Granted: X Waiver is not Granted: Date: (q l `� Zd Approved by: Name of Reviewe ■■aseeasaaeaaeaaaeeaeaaaaaavaaaaaeaaaaaaaaaaaaaaaeaaaeaaaa■ 0aa0aa2eaeae00aaa1 DESIGN CRITERIA: 450 GPD / 6 GPD/SF = 75 SF / 5'W = 15' LONG INSTALL ONE TRENCH 15'L X 5'W X 0.5'ED - 8' MAX FROM ORIGINAL GRADE, EXCAVATE 8' FROM GRADE & INSTALL 2' MOA APPROVED SAND W/ INSULATION & 2'+ OF COVER, INSTALL 1500-GAL STEEL ADVANTEX TANK SYSTEM W/ PUMP BASIN BASIN MAINTAINING 6'+ TO FOUNDATION, 5'+ TO DECK SUPPORTS OR PILING DRIVEN TO BOTTOM OF TANK ELEVATION, 5'+ TO FIELD, 50'+ TO WELLS & SURFACE WATER W/ 4' OF COVER OR INSULATION. • � •� wc. m♦ LOT am &X 1 www— <1 IN / " SOILS & NO GRND W7R 300 MT 1 WT 3W GEG 2018 SM/GP SOILS <1MlN/" NO GRND W77?. • mK.sw. v Q r m � � iscri nx.ur io a.w row \ wIi N's vet m MT 6F SOILS NO GRND W7R NOTED l 2014 GEG GP S/ -12' GRND W7R® 1 .5' C041 • GW SOILS 2000 GEG -10' GW/SW SOILS <7MIN/" NO GRND W77? FISCHER BLOCK 1, LOT 3136 SUPPORToSERWCES.• .4'- Nk a OF At, A PREPARED FOR. F,A►��� JAMES & GERRI MCCAFFREY v 5121 SPRUCE CREEK CIRCLE * 9 ' ANCHORAGE, AK 99507 FIRST WATER CONSULTING DA7F 11/5/2020 =eartis xurtman / SURVEY ✓LS 2020 CE 128991 13030 SUES WAY' DRAWN: FWCS 111512020 ANCHORAGE, AK 99516 SCALE 1" = 50' 907-350-9566 firstwoterAK@gmoil.com PAGE 1 of 2 15 LF LATERAL/30 HOLES = 0.5' SPACING PER 3/16' HOLE Cot j NOTES: DECOMMISSION EXISI TING SEPTIC TANK & CRIB. EXCAVATE 8' MAX AND ADD 2' OF MOA APPROVED SAND FOLLOWED BY 0.5' EFEECTI VE DEPTH. MAINTAIN TRENCH 10'+ FROM FOUNOA TION, 50' TO WELLS, 0. 5' TO PROPERTY LINE WI TH 2' OF COVER & INSULA TION. INSTALL PER AMC 15.65, 15.55, & MASS... TANK BEDDING, SEPARA TIONS, MA TERIALS, INSTALL EW 1500—GAL TANK & AX20 POD WITH PUMP BASIN FISCHER BLOCK 1, LOT 3136 SUPPORTISEROCES.Aw ..►_OF •�,�\ PREPARED FOR: or , JAMES & GERRI MCCAFFREY TH�,� 5121 SPRUCE CREEK CIRCLE ' 11-6 'or9 * ANCHORAGE, AK 99507 QC FIRST WATER CONSULTING DATE- 111512020 �` is xuffman. SURVEY. JLS 2020 CE 128991 13030 SUES WAY DRAWN: FWCS 111512020 ANCHORAGE, AK 99516 SCALE. 1 " = 20' 907-350-9566 firs twoterAK®gmoil.Com PAGE 2 OF 2 EEUNDATI❑N & DECK SUPPORT TO TANK EXISTING DECK REMOVE & REPLACE W/ SUPPORTS TO TANK BOTTOM IF NEEDED 6.0' GRADE HALF BASEMENT AX20 0 LO ASSUMED FOOTER POD ELEVATION 1500—GAL STEEL TANK S BED TANK PER MFR REQ. IF DECK SUPPORTS ARE W/IN 5' OF TANK — INSTALL DECK PILING / SUPPORT TO BOTTOM OF TANK ELEVATION A,A� FISCHER BLOCK 1, LOT 3B6 SUPPORT SERVICES.• �►�''��\ PREPARED FOR. JAMES & GERRI MCCAFFREY F!p. OF AZ A 7, Vk"i> y, 5121 SPRUCE CREEK CIRCLE QZ:* 9 TH ANCHORAGE, AK 99507 0 FIRST WATER CONSULTING DATE.• 111412020 ` rtis Huffman. 13030 SUES WAY ANCHORAGE, AK 99516 SURVEY JLS 2020 DRAWN: FWCS " , CIE128991 11� 20 , 4� SCALE.• 1 = 5' \ � 907-350-9566 firs twaferAK©gmoil. com \�sslovty f , ra ! is[ Water . . C Q N S U I T I N G 13030 Sues Way - Anchorage, Alaska 99516 Tel.907-350-9566 firstwaterAKogmaiLcom SOILS LOG -PERCOLATION TEST LEGAL DESCRIPTION FISCHER B1, 1,3136 DEPTH FEET OG SOILS ORG/OL 1 2 3 GW/SW 4 5 6 7 8 9 10 BOH 11 12 13 14 15 16 17 18 19 20 icipality of Anchorage si er and Wastewater AdW : • ` �REVI COMPUANCE .' . eb enfuss, 091191, TH ... . ....�... l Curtis Huffman / CE 128991 ,• i�`i`�/'� } F;OPROFESsOW`-. -o- PERFORMED FOR: JAMES MCCAFFREY TESTHOLE # 20-1 DATE PERFORMED: 8/ 16/2020 GROUND WATER ENCOUNTERED: NO IF YES, AT WHAT DEPTH: NA DEPTH TO WATER AT MONITORING: DRY DATE: 8/31/2020 SEE SITE PLAN FOR SLOPE & LOCATION COMMENTS: VERY RAPID PERCOLATING SOILS — SAND FILTER VERIFY GROUNDWATER MT AT TIME OF CONSTRUCTION Reading Date Gross Time Net Time Depth to Water Net Drop 8/16/20 2 min 6" 6" 2 min 6" 6" 2 min 6" 6" PERCOLATION RATE <1 (MIN / INCH) TEST RUN BEWTWEEN 3 & 4 FT PERC HOLE DIAMETER 6" PRE-SOAKED PRIOR TO TEST & ALL READINGS TO THE 1/16"' PERFORMED BY: FWCS / FWC - I CURTIS HUFFMAN CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE & MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 8/31/2020 41,11 First Water C O N S U L T I N G 13030 Sues Way - Anchorage, Alaska 99516 Tel.907-350-9566 firstwaterAKggmail.com SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: FISCHER B1 L3B6 10wrl 12 13 14 15 16 17 18 19 20 Co 0 1 ;tor A. •49 TM + .. , T! • • . . . { . { • Curtis Huffman 1� CE 128991 rF • .I 1/ 10/20 • .� t�F©pROFESSO� PERFORMED FOR: JAMES MCCAFFREY TESTHOLE # 204A DATE PERFORMED: 11/3/2020 GROUNDWATER ENCOUNTERED: NO IF YES, AT WHAT DEPTH: NA DEPTH TO WATER AT MONITORING: DRY DATE: 11 /10/2020 SEE SITE PLAN FOR SLOPE & LOCATION COMMENTS: VERY RAPID PERCOLATING SOILS — SAND FILTER SAME SOILS ... AS TH2O-1 VERIFY GROUNDWATER MT AT TIME OF CONSTRUCTION Reading Date Gross Time Net Time Depth to Water Net Dro 11/3/20 2 min 6" 6" 2 min 6" 6" 2 min 6" 6" PERCOLATION RATE <1 (MIN / INCH) TEST RUN BEWTWEEN 3 & 4 FT PERC HOLE DIAMETER 6" PRE-SOAKED PRIOR TO TEST & ALL READINGS TO THE 1/16Tx PERFORMED BY: FWCS / FWC - I CURTIS HUFFMAN CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE & MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 11/10/2020 MUNICIPALITY OF ANCHORAGE ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT THIS MAINTENANCE AND REPAIR AGREEMENT, herein the "AGREEMENT" made and entered into as of this JD Day of of 20 ZO , by and between herein the "OWNER," and the Municipality of Anchorage, herein the "MI MC tLTTNY", in accordance with Anchorage Municipal Code (AMC) 15.65.365. In consideration of the mutual covenants contained herein, the parties to this Agreement agree as follows: 1. Advanced Wastewater Treatment Systems. The Municipality grants permission to the Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as AN ADVANTEX SYSTEM located at (legal description) FISCHER BLOCK 1, LOT 3136 2. Maintenance, Repairs and Alterations. wner is required to read, understand and initial each section) Throughout the term of this Agreement,, the Owner shall enter into a service agreement with an AWWTS service and maintenance provider approved by the Municipality or the manufacturer's representative. The AWWTS shall be maintained in a satisfactory condition capable of performing as designed and producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. It shall be the responsibility of the Owner during the term of this Agreement to pay for all repair(s), maintenance, adjustment(s), replacement costs, and inspection costs. This includes an annual maintenance fee (typically $400 to $600). Owner agrees that only maintenance and repair personnel approved by the Municipality or the manufacturer's representative will inspect and make any necessary maintenance, repairs or permitted alterations to the system. Owner acknowledges that regular maintenance of an AWWTS reduces the potential failure of the system, which could include sewage backup and costly repairs or drainfield replacement. (rev. 05/18/2018) Page 1 of 3 Owner acknowledges that the Municipality may request records of maintenance and repairs from the manufacturer's representative or maintenance provider. Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be assessed in accordance with AMC 14.60.030. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS. The Municipality will give at least 24-hour notice. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. Owner agrees that the AWWTS installation and maintenance requirements as provided by the AWWTS vendor/installer and approved by the Municipality are the governing guidelines for the construction, maintenance and repair of the Owner's AWWTS. Owner agrees to maintain remote monitoring of the AWWTS as required by the AWWTS approval. 3. Term. The term of this Agreement shall begin on the date of approval by the Municipality to operate the installed system, or upon transfer of title, and shall continue while the AWWTS is operational or until title is transferred. 4. Nonwaiver. The failure of the Municipality at any time to enforce a provision of this Agreement shall in no way constitute a waiver of the provisions, nor in any way affect the validity of the Agreement or any part hereof, or the right of the Municipality thereafter to enforce every provision hereof. 5. Amendment. This Agreement shall only be amended by authorized representatives of the Owner and Municipality. Any attempt to amend this agreement by either an unauthorized representative or unauthorized means shall be void. 6. Jurisdiction: Choice of ]Law. Any civil action arising from this Agreement shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Agreement. 7. Severability. Any provisions of this Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Agreement. (rev. 05/18/2018) Page 2 of 3 n t signature) Date: .Drint name) STATE OF ALASKA ) ss. THIRD JUDICIAL DISTRICT ) The foregoing_ instrument was acknowledged before me this day of 20 by .` �y R',n�, NOTARlY PUBL.X�,F OR ALASKA My Commission expirese:. MUNROPALI(TY: By: (signature (print name) Date: Title: (rev. 05/18/2018) Page 3 of 3 ANCHORAGE RECORDING DISTRICT, ALASKA AS -BUILT OF: FISCHER SUBDIVISION LOT 3B6 BLOCK 1 PLAT 70-170 SPRUCE CREEK CIRCLE * = FND 5/8" REBAR 's®��`Xe, SURVEY CERTIFICATE: I, John L. Schuller, Have conducted a r Q F \'� h sical survey of this property as shown on this r win ''�'"�• • ' ' ' ' ` ' 'A� p Y y P p Y s, d.a 9 ,.•;.• •. and that the improvements situated hereon are within the / �''• ' �/ . • . property lines and no enchroachments exist other than �'• •� noted. Under no circumstance should any information on .'• 49� .'.7 this drawing be used for construction of fences, structures, WA . :.... ........../ . ....:... . improvements, or for establishing boundary lines. p 9 rY?A EXCLUSION NOTES: It is the owners responsibility to • • • • • • • • • • • • • • • • • • • • • • • / determine the existence of any easements, covenants, or .JOHN L. SCHULLER.• a '- restrictions which do not appear on the recorded :'•, LS --10448 ,•�'�/ subdivision plat. WORK ORDER NUMBER: DATE: SCALE: E-MAIL l �o�, ' • 7; .' JULY 29, 2020 1 =20 Ar a0 ,,r, DRAWBY: CHECKED BY GRID NUMBER: BOOK AGE: f 20-057 SLS 2537 200168 IN ny 31-) 1 U» ADL ND��L��" � aw �rIle,� U off Aq 1831 Talkeetna Street Anchorage, Alaska 99508 (907) 227-1455 office (947) 274--4992 fax