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HomeMy WebLinkAboutT12N R3W SEC 33 LT 209Onsite File T12N R3W Section 33 Lot 209 #018-322-05 Municipality of Anchorage On -Site Water and Wastewater Section • (907) 343-7904 Page of ON-SITE WASTEWATER INSPECTION REPORT Permit Number OSP181247 PID Number 01832205000 Dwelling: X Single Family (SF) with ADU o Duplex (D) o Two Single Family Project: • New o Upgrade Name MARTIN LIGHT ABSORPTION FIELD Im Deep Trench X Wide Trench Mound Site Address 15350 OLD SEWARD HIWAY Phone 907-360-8453 Number of Bedrooms 4 Soil Rating 1.2 GPD/SF Total depth from original grade 4.26 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 3.76 Ft. Gravel depth beneath pipe .50 Ft. Subdivision Block Lot - 209 Fill added above original grade 90 Ft Gravel length 85 Ft. Township Range Section Ti 2N R3W 33 Gravel width 6 Ft Beds: Numberof Lines 2 Distance between lines 12 Ft. SEPARATION DISTANCES To From Septic Tank Absorption Field Lift Statio. _- _ Holding Tank Sewer Line Total absorption area 510 SQ FT Number of trenches 2 Dist. between trenches 6 ._._ _ _ . _._.. Ft. Well 100'+ 100'+ NA NA TANK III Septic • STEP. • Holdin • Other Manufacturer GREER TANK, INC. Capacity 1250 Gal. Surface Water 100'+ 80'+ Material POLYETHYLENE Number of compartments 2 Lot Line 5' 21 NA Foundation 101+ 101+ LIFT STATION Manufacturer Capacity Gal. RemarksN�A Alarm location Electrical installed by Install er — MARTIN LIGHT/JOE LIGHT PIPE MATERIAL House to tank PVC Tank to drainfield ALL PIPES ASTM D 3034 brainfield PVC Inspector KEITH MOBLEY BENCH MARK (Assumed elevation) 58.54 ft _ Inspection dates 1. 2. 3. 4. ' Location and description ONCRETE FLOOR LOCATED AT THE SOUTHEAST CORNER OF THE NORTH CAR GARAGE 6/24/19, 7/2/19, & 8/1/19 ON-SITE WATER AND WAST'" WATER SECTION APPROVAL Conditional Approval: Date Engineer's Stamp :Al., �g �p - Keith Mobley �a `6", ry CE - 506Eowe _.. Septic System/ q Approved lZ�1 /2E� Date % ( ld aCd2 % Note: this approval does w-' include well permit requirements. August 21, 2019 NGE-TFT Project # 5062-18 MOA On -Site Water and Wastewater Program 15350 Old Seward Hwy Anchorage, AK 99516 Attn: On-site Services Engineer RE: FINAL SEPTIC SYSTEM INSTALLATION INSPECTION To whom it may concern, On behalf of our client, we are submitting a final inspection report. The septic was installed as per design with the following exceptions; 1. A tank monitoring well was placed at the east side of the septic tank; 2. Trench monitoring wells were moved to the end of the drain fields; and 3. The flow splitter was moved eastward to align with the 50' trench The following tables are included; A. Elevations B. Cross location cleanout measurements The assumed benchmark is the concrete floor located at the southeast corner of the north garage door opening. We believe the waste water disposal system was installed and complies with the issued permit. Sincerely, Northern Geotechnical Engineering, Inc. d. b. a. Terra Firma Testin Daniel J. Light, E.I.T Project Engineer OF At] Ag . F. CD . yJj Keith :`Mobley -" C1= - 5066 g Keith F. Mobley,,PP..E. President 1 1301 Olive Lane Anchorage, Alaska 99515 • Phone: (907) 344-5934 • Fax: (907) 344-5935 - Email: dlighud".nge-tft.com PROJECT ID: FIGURE TITLE: PROJECT NAME: PROJECT LOCATION: FIGURE NUMBER: SEPTIC SYSTEM LIGHT RESIDENCE SEPTIC SYSTEM T12N R3W SEC 33 L209 5062-18 1 •EXISTING WELLS AND SEPTIC SYSTEMS ON ADJACENT LOTS ARE FAR ENOUGH AWAY THAT THEY DO NOT NEED TO BE SHOWN •THE SEPTIC TANK WILL BE INSTALLED A MINIMUM OF 5 FEET FROM THE DRAIN FIELD •THE GRADE WHERE THE DRAIN FIELD WILL BE PLACED IS RELATIVELY FLAT AND WILL BE LEVELED SO THAT THE DRAINFIELD DOES NOT RUN PERPENDICULAR TO THE CONTOURS. EXISTING WELL DRIVEWAY EDGE 1,250 SEPTIC TANK SEPTIC LINE EXISTING SEPTIC FLOW SPLITTER MONITORING WELLS NEW DRAIN FIELD 100’ SCALE 1” : 30’ 100’ RADIUS 100’ RADIUS FOUNDATION CLEANOUT DOUBLE CLEANOUT DRAIN FIELD CLEANOUT 30’ RADIUS OF PERC TEST LIGHT RESIDENCE PERIMETER 80’ FROM SURFACE WATER LOT LINE SURFACE WATER EARTH BERM LOT LINE WATER FLOW : OVER 100’ TO SURFACE WATER FLOW DIRECTION MONITORING WELL NORTH GARAGE DOOR 1 GARAGE DOOR 2 NE SE LIGHT RESIDENCE 15350 OLD SEWARD HWY HORIZONTAL CROSS MEASUREMENTS FOR PIPING: NOT TO SCALE SE NE HEAT CONDUIT 48'10" 47'8" N TANK CLEANOUT 49'6" 48'6" MONITORING WELL 53'5" 53'1" S TANK CLEANOUT 51'9" 52'5" DOUBLE CLEANOUT 52'1" 54'1" DOUBLE CLEANOUT 50'7" 54'3" CLEAN OUT /58'9" 73'3" MONITORING WELL CLEAN OUT /78'8" 93'4" MONITORING WELL *MEASURE FROM NE CORNER. ATTACH MEASURING TAPE TO GARAGE DOOR 1 RUNNER BRACKET. *MEASURE FROM SE CORNER. ATTACH MEASURING TAPE TO GARAGE DOOR 2 RUNNER BRACKET. *ASSUMED BENCH MARK LEVEL HEIGHT.58.54' FLOOR OF THE SE CORNER OF GARAGE DOOR 1 Legal description: T12N R3W Sec 33 L209 A .. 0 (D-0 3 js — < -Q► y m A •� 3 S A co 3 (D 33—i3or-m Q S m - N C 'O �S -3..N O St0 N y N m N Q 0 0 O N -+ O � O O 3 -�3 OO ID 3 N N I Q p N N O� C) 3 (0 O — o;�mv-� N+ ( 0 N m N X Z0 0 S m m O 7 Q' W C N m 3 -0 £ m 0� 0 i� O i I O p 3 N p < O Q Z 0.,. O a O 0 m I n 00 "' O m� I OAAsfA Q 3 r: —a CD rr, v 's3 I` On.yOrtD� -+ SI mo m Q Q. SC m m-3 r0 X I F 3 0 0, z .; A _O O m I 3 3 •° m D 0 y-l-O03za °Om Q (._ O S` vii o O I. C ~' I.O.. Q N Vl m D QS.. 3 N N D N 3 0 o Q 3 to �a 3 0 S QN :rw •0 3 0" m m M lbm 3 fQ K —0 y YD Q. O 3 0 0 m N -+ Q 0 ��� m c0 to � O4 V 0 S Q 3 N C N N 3 :� � 0) cQ m rni.D CCA O) m A 3 O Q S O X O D 3 3n to to CA Ul I W 0 4�6 to Im 3/0 3/0 -- 3/0 kZZ 0/E 0/E — 0/E — 0/E — 0/E — 0/E — 0/E — 0/E 0/E —)3/\E — - 0/E 0/E — 0/E 0/E -- 0/E — 0/E 0/E — 0/E — C O�oa z : J,�U) Z: CX :CO (toz army0 '.0 042° Z � ••moo to to CA Ul I W 0 4�6 to Im 3/0 3/0 -- 3/0 kZZ 0/E 0/E — 0/E — 0/E — 0/E — 0/E — 0/E — 0/E 0/E —)3/\E — - 0/E 0/E — 0/E 0/E -- 0/E — 0/E 0/E — 0/E — C 0 5 10 15 20 25 30 35 40 45 50 55 60 65 GROUND APPROX 1% GRADE 2" INSULATION FOAM BOARD 4" PVC DRAIN PIPE NATIVE UNDISTURBED SOIL OVERBURDEN SOIL MONITORING TUBE 4" CLEANOUT EXISTING GROUND 3" MINUS DRAIN ROCK DOUBLE CLEANOUTS FLOW SPLITER1,250 GALLON POLYETHYLENE GREER TANK 2" INSULATION FOAM BOARD 4" CLEANOUT INLET OUTLET EDGE OF DRIVEWAY (FEET) 1' BERM SEPTIC CLEANOUTS MANHOLES MONITORING TUBE EXTENDS TO BOTTOM OF SEPTIC TANK. APPROX. 104" BELOW GROUND. Final Ground Elevation:58.90' Original Ground Elevation:58.00' Top of Tank Elevation:55.22' Tank Inlet Invert Elevation:54.72' Tank Outlet Elevation:54.54' Drainfield Invert Elevation:54.44' 7-day Groundwater Reading (7-10-2018):48.25' Groundwater Reading (11-3-2018):48.25' Groundwater Reading (June-2019):48.25' Bottom of Test Hole:48.25' Legal description: T12N R3W Sec 33 L209 (dry) (dry) (dry) 825 48.25' 825 (dry) (dry) (dry) 0 5 10 15 20 25 30 35 40 45 50 55 60 65 GROUND APPROX 1% GRADE 2" INSULATION FOAM BOARD 4" PVC DRAIN PIPE NATIVE UNDISTURBED SOIL OVERBURDEN SOIL MONITORING TUBE 4" CLEANOUT EXISTING GROUND 3" MINUS DRAIN ROCK DOUBLE CLEANOUTS FLOW SPLITER1,250 GALLON POLYETHYLENE GREER TANK 2" INSULATION FOAM BOARD 4" CLEANOUT INLET OUTLET EDGE OF DRIVEWAY (FEET) 1' BERM SEPTIC CLEANOUTS MANHOLES MONITORING TUBE EXTENDS TO BOTTOM OF SEPTIC TANK. APPROX. 104" BELOW GROUND. Final Ground Elevation:58.90' Original Ground Elevation:58.00' Top of Tank Elevation:55.22' Tank Inlet Invert Elevation:54.72' Tank Outlet Elevation:54.54' Drainfield Invert Elevation:54.24' 7-day Groundwater Reading (8-8-2018): 48.00' Groundwater Reading (11-3-2018): 47.80' Groundwater Reading (June-2019): Bottom of Test Hole:47.00' Legal description: T12N R3W Sec 33 L209 47.00'(dry) 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,ci.anchorage.ak.us (907):,343-7904 Soils Log - Percolation Test Performed For: Daniel Light Legal Description: 15350 Old Seward Hwy, Anchorage, AK, 99516 WC TEST Depth 1 (Feet) 1= } 0 - (OL) 2- 3- 4- 5- C'. 40 6, 7- 8- 01? 6_01 WAS GROUNDWATER 9- ENCOUNTERED? ? 10- ENCOU D. /-Or -(y IF YES, AT WHAT DEPTH? L Depth to Water After 11- Monitoring?/0 P E 12- Date: Date Performed: om Township, Range, Section: T12N R3W SEC 33 L209 to Site Plan 14- 15- 16- 17- 18- 19 - COMMENTS Reading Date Gross Time Net Time Depth to Water Net Drop SVb ;zo/,g gilo 6 1 j0m,n #151 t'rKk_;ULA I 1UN NA I t: (minuteslinch) PERG HOLE DIAMETER TEST RUN BETWEEN FT AND FT PERFORMED BY:}/I 10/�/ �jl CERTIFY THAT THIS TEST WAS - PERFORMED IN ACCORDANCE WITH AA STATE AND MUNICIPAL GUIDELINES INE(FECT ON THIS DATE. DATE: A// '2016 0= a 0-07gD O N 0 rt 7 0 A ® 0 3 7 ° 3 7 0 ° ® 1-0 7rt°°0:10rK W N 0 0 N 0 0 f s 0 0 0Q3a ;o Z CD y, o O O N 0 O C rt 109 a U v a o o�s'mv �— 7 0 N •0 ®® N y D a ® rt a ® 0-0 0 Z< 14*, a 7 A 0 SOD O 0 O °''O1d N m m ZO OK o 00 0 O;o -* S O C I O 7 m Os+ jet ° A o '0 0, c O.=' M o -w ® in, p rt 0 0 3 O O m0 No 03 a° (aO N o -+ D' w 0 ® �0' a 7'0 0 ON3- 3X® ® 0 7 7 0 0,; Q a 0 O rt �76O6Ai,03Za 3 7 m D CL G OnO7A� o - A(Q O a 0 C a 7 O O 0. `rt; D < `C p O 00 7 N 0 p O D 7 '® d N -> N7 0 A a �C :r =r v3 D O 0 3 "a®0 0 m m rt y O ® `c � O 7 N ao s a° o O® {p rt O Nr I o® I Nr �0 O 7 O O L" M °®-4`405 ° 7 O 001 o c I I a 7Z�*rn 10 mO N.> j Z A 7 4� `I 3® rm o x O s 7 3 ® 0 o O 0 3 � CO m: o� Z. 14 M �j ca T10 �J 0)w ..N .fJ • 1 U, W ;0 o —3/0 W N — 0/E — 0/E z S m O co 0 c z D D n c m 0 S m W r D --1 m 0 m m X c D cO N 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: OSP181247 Work Type: Septic Upgrade Tax Code Number: 01832205000 Site Legal Address: T1 2N R3W SEC 33 LT 209 G:3134 Site Mailing Address: 15350 OLD SEWARD HWY, Anchorage Owner: LIGHT MARTIN & LYNDA Design Engineer: NORTHERN GEOTECHNICAL ENGINEERING This permit is for the construction of: Effective Date: Expiration Date Lot Size in Sq Ft Total Bedrooms: �JAI C11 t 'S' 61 Department 1/10/2019 1/10/2020 108900 R1 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: Since the groundwater monitoring tubes are less than 5 feet from the proposed drainfields, they shall be removed at the time of drainfield construction in order to not create a conduit to the groundwater (15.65.210C.6). Cut 1 -(*0111) • s � YLReceived By: Date: 1 Issued By: �,(/ olu czz / Date: 4 Municipality of Anchorage P.O. Box 196650 ® 4700 Elmore Road Anchorage, Alaska 99519-6650 ® (907) 343-7904 e Fax (907) 343-7997 http://www.muni.org/Onsite Development Services Department On -Site Water and Wastewater Section * * * * VARIANCE/WAIVER REVIEW * x * * Waiver#: OSV181056 COSA#: Permit#:OSP181247 PID#: 018-322-05 Legal Description: T1 2N RM Secion 33 Lot 209 Engineer: Keith Mobley, P.E. Applicant: Martin & Lynda Light Your request for a waiver of the required 10 feet horizontal separation from the absorption field and septic tank to the east and south property lines has been approved. The approved separation distance is 2.0 feet. In addition, your request for a waiver of the required 100 feet horizontal separation from the absorption field to surface water has been approved. The approved separation distance is 80.0 feet. If the berm is removed, this waiver is void. This waiver approval applies to the proposed absorption field and septic tank only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. ■ ............... ■ ................... r ........... ■ ............................. , Waiver is Granted: X Waiver is not Granted: Date: 6 tp 0/19 Approved by: rdyt-0, c9o�_ Name of Reviewer ....................... a ....................... ■ .......................... a .. ■ t **** VARIAN C EMAIVE R REVIEW **** H UH0%� TY OF ' G` C SOP \ G E J Community Development De ,3rtment Phone: 907-343-7904 Development Services DivisiL I. Fax: 907-343-7997 On -Site Water & Wastewater rogram ON -SIT' SEWER/WELL PERMIT APPLICATION Parcel I.D. 018-322-05-000 Property owner(s) MARTIN Z: LYNDA LIGHT Mailing address 15350 OLD REWARD HWY Site address 15350 OLD SE`,j1/ARD HWY Day phone 907-360-8453 Legal description (Sub'd., Blo-.k & Lot) T1 2N R3W SEC33 LT 209 Legal description (Township, i-),ange & Section) T12N R3W SEC33 LT 209 Lot Size 108,900 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (N all that apply) Absorption Field 0 Initial ❑ Single Family (SF) ❑X Septic Tank ❑X Upgrade ❑ (w/wo ADU) (D) El Holding Tank ❑ RenewalDuplex ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: LOT LINE FOR THE TANK. & FIELD S-�-I`C S StCYt1 Tb Su, "Ce. �� Distance: L' co* 1 I certify that the above inform,.ition is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature"of pr,,operty ownerh'orized agent) Permit/Rush Fees: Waiver Fees:2. 0900 Date of Payment: Date of Payment: 5 3 1 Receipt Number: C� +�%�� Receipt Number: X38 17 9 Permit No. SSP Waiver No. 51f 7F/ ®�o Permit App__- : - NORTHERN GEOTECHNICAL ENGINEERING, INC. / TERRA FIRMA TESTING MaLaboratory Testing GeoWchnical Engineering Instrumentation Construction Monitoring Services Thermal Anal, y 23, 2019 NGE-TFT Project # 5062-18 MOA On -Site Water and Wastewater Program 15350 Old Seward Hwy Anchorage, AK 99516 . Attn: Onsite Services Engineer RE: ON-SITE SEPTIC CHANGE ORDER AND ENCROACHMENT/WAIVER PERMIT APPLICATION FOR T12N R3W SEC 33 L209 To Whom It May Concer., On behalf of our client, we (Northern Geotechnical Engineering, Inc. d.b.a. Terra Firma Testing) are requesting a `change order and an encroachment /waiver permit for the four- bedroom single family residential dwelling located on T12N R3W SEC 33 L209, Anchorage, Alaska. We request a waiver to al )w for an 80 -foot setback from Rabbit Creek. The current 100 - foot setback would place the septic tank and part of the drain field under the driveway. In addition, the gas service Y_:ie would be in direct conflict with the placement of the new septic system. A berm will be placed alongside the drain field to ensure that in the event of overflow or septic surfacing, the septic discharge will travel a minimum of 100 feet above ground before reaching any surface water. We therefore request a change order to modify the designed layo,: of the septic system as shown in the revised "Plan View" document. Upon Municipal approvalthe new septic system layout will provide the required drain field area, avoid conflicts .vith existing gas line and ensure that the new septic tank is not placed under our client's _':riveway. In our professional opinic the integrity of Rabbit Creek and adjacent properties will not be compromised as a res -_-.c of the 80 -foot setback of the drain field. We do not foresee there to be any impact or, abbit creek or the surrounding areas from the requested change order. Sincerely, Northern Geotechnical E-cgineering, Inc. d.b.a. Terra Firma Testing Daniel J. Light, E.I.T Project Engineer 11301 Olive Lane Anchorane, Alas.: 199 X1 r°'�49 Keith .Mobley CE - 5066 �// Keith F. Mobley, P.E. President d sV A $ � 0 5 ./ 344-1933 Email: r1 dlight nye-tft.com ilow `113"R6FESS1} % goo `ooakA ��31 119 VANORTHERN GEOTECHNICAL ENGINEERING,INC./ TERRA FIRMA TESTING Laboratory Testing Geotechnical Engineering Instrumentation Construction Monitoring Services Thermal Analysis July 31,2018 NGE-TFT Project# 5062-18 MOA On-Site Water and Wastewater Program 15350 Old Seward Hwy Anchorage,AK 99516 • Attn: Onsite Services Engineer RE: ON-SITE SEPTIC SYSTEM PERMIT APPLICATION FOR T12N R3W SEC 33 L209 To Whom It May Concern, On behalf of our client, we (Northern Geotechnical Engineering, Inc. d.b.a. Terra Firma Testing) are requesting on-site septic system permit for the proposed four-bedroom single family residential dwelling located on T12N R3W SEC 33 L209, Anchorage, Alaska hereafter referred to as "the site". The site is currently developed with a four bedroom single family dwelling. An existing septic system is proposed to be removed and replaced with a new septic system conforming to Municipality of Anchorage standards and guidelines. We present the site topography map with proposed developments in Figure 1. These locations were not surveyed and as such were estimated from local landmarks. We recommend a 1,250-gallon septic tank be installed with a drain field treatment system consisting of two trenches for this site.The septic tank will be installed approximately 2.5' feet below ground surface with 2" of insulation placed above the buried septic tank. The septic tank will be placed above the groundwater table. Providing proper construction in accordance with our design, the system will conform to the MOA Water and Wastewater System Codes Chapter 15.65 Wastewater Disposal. We, therefore, request a septic permit for T12N R3W SEC 33 L209 to be issued. Please feel free to contact us with any questions or comments you may have concerning the information presented in this letter. Sincerely, Northern Geotechnical Engineering, Inc. d.b.a. Terra Firma Testing, AL 1741'.' gskl Daniel . Light,E.I.T. //CO.• .•1vo Keith F. Mobley, . . Project Engineer - * 49 * 0 President 3'.14 loi6 rKeith .Mobley • /, s CE-5066 4`'%% �! RA. . •E�'� `t‘ffPROF ssto. 11301 Olive Lane Anchorage,Alask. 99515•Phone:(907)344-5934 Fax:(907)344-5933•Email:dlightLngc-ttt.com r!� NORTHERN GEOTECHNICAL ENGINEERING, INC./ TERRA FIRMA TESTING Laboratory Testing Geotechnical Engineering Instrumentation Construction Monitoring Services Thermal Analysis September 15, 2018 NGE-TFT Project# 5062-18 MOA On-Site Water and Wastewater Program 15350 Old Seward Hwy Anchorage,AK 99516 Attn: Onsite Services Engineer RE: LOT LINE WAIVER FOR T12N R3W SEC 33 L209 To Whom It May Concern, On behalf of our client, we (Northern Geotechnical Engineering, Inc. d.b.a. Terra Firma Testing) are requesting a lot line waiver for T12N R3W SEC 33 L209, hereafter referred to as "the site". A new septic tank and a small portion of the drain field is proposed to be installed within 10 feet of an existing lot line as seen in Figure 2 of the attached document. A portion of the septic tank and part of the drain field will be placed approximately two feet from the lot line. The adjacent lot is separated from LOT 209 by a road easement. The shoulder of the road meas'tred to the closest edge of the drain field is 20 feet of separation. In our professional opinion,we anticipate that the encroachment of the drain field into the 10-foot minimum distance from the lot line will not adversely affect the integrity of the existing road,nor will it adversely affect the adjacent lot because of the distance separating the edge of the drain field to the edge of the road.We anticipate septic flow into the adjacent lot to be minimal with no impact on the adjacent lot, and with no impact to the existing road. Providing proper construction in accordance with our design, the system will conform to MOA standards. We,therefore,propose that a lot line waiver be permitted for T12N R3W SEC 33 L209. Please feel free to contact us with any questions or comments you may have concerning the information presented in this letter. Sincerely, Northern Geotechnical Engineering, Inc. d.b.a. Terra Firma Testing, 40/Atii D. ie . Light,E.I.T. /ofd 1 �A Keith F. Mobley, . . Project Engineer 497 ..*VPresident f Keith F?Mobley , mac'' • CE-5066 •`401/ ',� FF • • . . . • • '`yI' �PROFESS0*--47 11301 Olive Lane Anchorage.Alask. 99515 Phone:(907)344-5934 Fax:(907)344-5933•Email:dlight@nge-tf.com EXISTING WELL 100' RADIUS --------------- LOT LINE DRAIN FIELD CLEANOUT 0F kq 49 EXIS—ING WELLS AND SEPTIC SYSTEMS ON ADJACENT LOTS ARE FAR ENOUGH AWAY THA_; THEY DO NOT NEED TO BE SHOWN Keith obley 0 THE SEPTIC TANK WILL BE INSTALLED A MINIMUM OF 5 FEET FROM THE DRAIN FIELD CE - 5066 vAlW 0 THE GRADE WHERE THE DRAIN FIELD WILL BE PLACED IS RELATIVELY FLAT AND WILL BE Aw PROF�SSOO LEVELED SO THAT THE DRAINFIELD DOES NOT RUN PERPENDICULAR TO THE CONTOURS. IEPTIC SYSTEM NORTHERN GEOTECHNicAL E:;GINEERING, INC. PROJECT NAME: PR JECTID: LIGHT RESIDENCE SEPTIC SYSTEM 5062-18 TERRA FIRmA TE( '11ING PROJECT LOCATION' FIG RE NUMBER: OlU CLEANOU F _0W SPUTTER UP 100' RADIUS 30' RADIUS OF PERCI TEST DRAIN FIELD SEPTIC URFACEWATER PLAC- EARTH BERM LOTLINE 100' RADIUS --------------- LOT LINE DRAIN FIELD CLEANOUT 0F kq 49 EXIS—ING WELLS AND SEPTIC SYSTEMS ON ADJACENT LOTS ARE FAR ENOUGH AWAY THA_; THEY DO NOT NEED TO BE SHOWN Keith obley 0 THE SEPTIC TANK WILL BE INSTALLED A MINIMUM OF 5 FEET FROM THE DRAIN FIELD CE - 5066 vAlW 0 THE GRADE WHERE THE DRAIN FIELD WILL BE PLACED IS RELATIVELY FLAT AND WILL BE Aw PROF�SSOO LEVELED SO THAT THE DRAINFIELD DOES NOT RUN PERPENDICULAR TO THE CONTOURS. IEPTIC SYSTEM NORTHERN GEOTECHNicAL E:;GINEERING, INC. PROJECT NAME: PR JECTID: LIGHT RESIDENCE SEPTIC SYSTEM 5062-18 TERRA FIRmA TE( '11ING PROJECT LOCATION' FIG RE NUMBER: DRAIN FIELD CROSS SECTION NVVVVVVVVV V VV V VVVVVVVVVVV V V VV V VVV VV . 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J 3333333J33JJJ 333JV 3JJJ33 J 3 3J333 J3J3 3J3333 3JJ31 3333) 3JJ3J33J 33JJ33 3 x33 33 3 3333Ja333V33 . .. . . . . ..42,0000400044.71004O 33J 3333J333 JJ 3JJJJa q 333aa3vvv J J J 3 J J 3 3 J 3 3 J333 3J3333 l � 3 a 4' P PIPE VC 3 ..77 pp J J 3 3 J3JJJJ JJ3333 3 3333JJJ33V 3a �ilia3 J J3i JJ J3JJJ 317 J 3 3 J 3 J J J J J J 3 3 3 3 3 3 3 J 3 J J J J 3 3 333J3 3333JJJ 4JJ3 �i .' 3 3 33 3 3 J 3 a `: :• "11 3 3 3 J 3 3 a 3 3 3 J 3 J3JJJJ JJJ JJ333 3J3JJJ3V v 3 3 J 3 J J 3 3 3 3 3 3 J 3 3 J 3 3 3 3 J 3 3 3i-aii-31"i- .R .:'..:..:.:•.:•.:•.:'.:'.:•.:•.:•. :'. •':.•:.:'. .:'. .:'.:'.:'.:'.:'.:'.:..:,i..,...:..:..:..,'..:. r`33 3 3 J 3 J 3 3 3 J 3 J J 3 J J J 3 J J 3 J J 3 J J J 3 3 a r. • • • •:i3333333333333333333J 33JJJ3 J333J3Ja" 3JJJ JJJ 333333333J33JJJJ3333J33J3 y.�,�;'.;�{;•:f:'{;'.:: • a 3 3 J J J J 3 3 3 3 3 3 3 3 3 3 J J 1 3 3333) 3 3JJ3J333 ` J3333J33J 3333J3JJJJJ 3333 3 3 J J J 3 3 J t 33J J JJ J3a373 33333J3J 3 33 JJJJJJJJ3 f 3J 333JJ 3J 333J VJVV V 3333333JJ3 333J 3 JJJJ 33aaJ 3JJ33JJ3J 33 x33 ',;.:i3333JJJ3J3333 a3J 1 DRAINAGE ROCK IV33 V333 '• -r' 3J3JJ3 .a333J3333333�3JJ JJJJJJ3 r;,�:_;;;;;••:;;;;: 3 33333333 [ •:}.. 333 33 ,3 a as as � 33333 3 •lh •:•'........... .,�.}.}}"_Y'}`•.i-i"1l Y Y}:�l- }�'}C}l'.l.R'R`R"}l`}-:R •'•..•..'..•.....•..•..•..:.•.•...•..•........:.,: •.:.,:::..,..,..,.�-Y'1l...,k'}I'.`.'.l'X.`.R X'.1}I'k Y{'.R`k`..`lI-k:K-k k.:k.`. .R ` :':: 6 MINIMUM SPACING {.{•lr.f:.:•:.:-:':-:;+.i:.i-'.C-:•G'1':-'.+:{r{:':'Ci{i{tirtiCti:i•:':: :ti:.tiri{tir'{tirti Ci;ti: i i �;:•6 WIDTH '• WIDTH DRAIN FIELD DESIGN CRITERIA: FACTOR FOR WIDE TRENCHES: �_``"\V 4 BEDROOM X 150 GPD/BDRM=600 GPD FACTOR=(W+2)/(W+1+2D) %g4P 4-1#0 PERCOLATION RATE#1=2.9 MIN/INCH W=WIDTH OF TRENCH 49 it t PERCOLATION RATE#2= 1.8 MIN/INCH D= DEPTH OF DRAIN ROCK BELOW BOTTOM OF PIPE i O 2•71•71<• ZO18� REQUIRED ABSORPTION AREA=600 GPD/1.2 GPD/SF=500 SF FACTOR=(6+2)/(6+1+(2*.5)) Keith . obley LENGTH OF TRENCH:500 SF/6'WIDE =83.3 FT FACTOR=1 FA fF CE-5066 `��/ v! rE9 , c`?! *2 TRENCHES: 55' LONG +30' LONG =85'OF TRENCH t` FaAROFESS1(0 r 1N\k\`��>>' *4" DRAINAGE PIPE WILL BE PLACED 12'ON CENTER * MAX DEPTH OF DRAINFIELD SEGMENT=3.5' BELOW GRADE FIGURE TITLE: NORTHERN GEOTECHNICAL ENGINEERING, INC. PROJECT NADRAIN MFIELD PROJECT ID: LIGHT RESIDENCE SEPTIC SYSTEM 5062-18 TERRA FIRMA TESTING PROJECT LOCATION. FIGURE NUMBER: T12N R3W SEC 33 L209 2 Municipality of Anchorage ,�.•",„ • Development Services Department = ` ' �`-r•''�,, Building Safety Division ./:„..,s.:.• ? '• ., ,, • ;'7 rt-mine On-Site Water and Wastewater Program :::*...4.: , •* , _ f t 4700 Elmore Road • �3.y F ..Box 196650 Anchorage,AK 99507 ..41.:/, i1 ec74,� www.ci.anchoraae.ak.us %:, Kit F. Oi1l6Y •(907)343-7904 fir 4, ete••OM �+ Soils Log - Percolation Test ,,,wows" Performed For: Daniel Light Date Performed: 7/3/20/$ Legal Description: 15350 Old Seward H,ti v,Anchorage,AK,99516 Township,Range,Section: T12N R3W SEC 33 L209 Slope "!op Site Plan PPRPTcsFA' 1 Depth 1111111.7e , 0 ' e/)' O2" O�cn/CG-'c / 4,10 r� z /a (o ) 2- •• •�i S,a ,^ocn Sera// 6/ v:/ -Mellir/ 3- Q (19/^y) rs 1✓i/ 1 4- (& i1) �, 5- � • o •6- Q' 7_ o N. 8- ; ,-'•,; 7 .r441br vii/9/'o,y 21 I D -'7.•••••:". .' •, A1015I W�'wI fi�/1L/ S GROUNDWATER /O s 11�■■■■■■■. . f 9"'%':.'' /�n� ENCOUNTERED? /f,/ 10- IF',ES,AT WHAT DEPTH? NSA 01" -�==---.■■ - Depth to Atter A/A E ■■■■■■■■■■ 11- Monkoring?Water / 12- Date: 7/3/2018 111111111111111111111111111111 13- 7/012.116 Alk ofeefild , c 14- ,eading Date Gross Time Net Time Depth to Water Net Drop 15- _ :7/3//9 12:0$ 6" 17- )2, 19 6" 18- ,l0: 29 10 ,n,.) q.5 " 3.5 -/ 19- — /2;30 6" 20- /2:Y0 /OM 0 `I 5 " 3,5 PER OLATION RATE 2,9 (minuteerinch) PERC HOLE DIAMETER el"/ �// TES` RUNBETWEENa FT AND 3 FT , / COMMENTS G,t�/4for,--e4k,-' ,1,/L Ok4re't�cct'/ rl 7r_; SAI/ //1� //7d/Cla II/r7(,. p9ff jraHpvtvtricf; Ar6 A'6T,51 e, s' okp1,17_ PERFORMED PERFORMED INACCORDANCE�THA{L t.ATE AND MUNICIPAL GUIDELINES IN I=FFECTON THIS DATE.T DATES TEST WAS Municipality of Anchorage �. ('I•; 4f:'t,�r Development Services Department =�� 'rr • Building Safety Division ; ': Y 'i, On-Site Water and Wastewater Program ;* ( I \ • •_'�.* 'y• � c-kime 4700 Elmore Road ; 40c f Zvi u',P.O.Box 196650 Anchorage,AK 99507 Ketri+ rnoeLer www.ci.anchorage.ak.usi ce•eese (907)343-7904 if, '• ,. ?�_ Soils Log - Percolation Test Performed For: Keith F. Mobley Date Performed:9/29/2018 Legal Description: 15350 Old Seward Hwy Township,Range,Section: T12N R3W SEC 33 L209 Slope —*Of' Site Plan • Depth MW#2 (Feet) / O f 2/nsnsf oI`/miei I 1- ,0 - 11 MtW I •• 2- p trC* 0, , 3- ,? 4- •U ' gr'o S,t,J7 NII 1A/ L II 5- .0 . 7ra.i,J (eir-/) rerC*Z 6- Tv' 7- `0' 8- u Z, u o, ff0 ian" 4 i"J- WAS GROUND WATER 9- 8/ P ENCOUNTERED? s 1 HIQ O/ 10- IF YES,AT WHAT DEPTH? L Depth to Water After P 1 1- Monitoring? E 12- Date: 9/29/2018 13- 14- Reading Date Gross Time Net Time Depth to Water Net Drop 15- 16- 17- 18- 19- 20- PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND FT COMMENTS "room) [...,,(d1 -71-4/ Itrs"-v•) . 7-4771, S/ ,11 elf 10 to'lom., -no STaininq co 9�0- es EA F 6l P BY: e� � o �� I iv/0 CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: ',,/A Municipality of Anchorage w,,�` ,,I: .•I f,�,l1r Development Services Department :` ;' '• ; 4, / Building Safety Division /• - '':r 4, On-Site Water and Wastewater Program -t:' ' I, • * 4700 Elmore Road _����/ 4a{2,708 s P.O.Box 196650 Anchorage,AK 99507 i .'• K!1 MOOIEY www.ci.anchorage.ak.us 'r." ce•eou (907)343-7904 r,, , Soils Log - Percolation Test Performed For: Light Residence Date Performed:8/1/2018 Legal Description: 15350 Old Seward Hwy Township,Range,Section: T12N R3W SEC 33 L209 Slope ->WQ Site Plan Depth Perc Test#2 o Feet) 0.22, rSQn i c`S/G ro.0 el 1- .O7. 3rov�✓n Saytdy GrcutetMwI / iIIIPIti■ al2- 0 C e's.) rs, Peru3-—� - - , A4- \ _ MWz 5- ...., �01�. ' PP.re}2 7- 11111160111 , 2' 1 ' 0' 8- WAS GROUND WATER NO U� 9- ENCOUNTERED? S ___ _ 0- 10- IF YES,AT WHAT DEPTH? N/A t -- -o I Depth to Water After p 1 1- Monitoring? N/A E 12- Date: 8/1/2018 13- 14- Reading Date Gross Time Net Time Depth to Water Net Drop 15- 8/1/2018 8:10 6" 16- 8:20 10 min 11.75" 5.75" 17- 8:21 6" 18- 8:31 10 min 11.5" 5.5" 19- 8:32 6" 20- 8:42 10 min 11.5" 5.5" PERCOLATION RATE 1.8 (minutes/inch) PERC HOLE DIAMETER 4" TEST RUN BETWEEN 2 FT AND 3 FT COMMENTS Grov.rei L4., e /704" en Co Li Aleeeel• PERFORMED BY: Daniel J.Light I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: August 1,2018 MUNICI?ALITY OF ANCHORAGE r i Community Development Department Phone: 907-343-7904 On-Site Water& Wastewater Proc am Fax: 907-343-7997 Septic System Owner-installer Agreement A real estate property owner (Owner) may install their own septic system. The department may issue an approval for a homeowner to perform work on a conventional (not AVVVVTS) on-site was ?water disposal system to serve that individual's owner-occupied, single-family or duplex ho- e if the homeowner satisfies and agrees to the following requirements. The property owner and e ;avation equipment operator may perform work on no more than one owner installed projec in a 12-month period. As owner of (legal descrip cn) I I c /1/ R3 W StC. _3 3 LI c Q l _I agree the following items are true --i accurate. 1. My experience installit,• septic s tems is as follows. A i AA * a 1 ` _ .: draMiniate 2. The name of the exca•, ation equipment operator is. I'ny Sc)1 T�'� iC-1t� a 3. There will not be corn/ .n�atlon for installation seryl es rendergd. .T w 1 t pc m ©Vi c Cy.Co..'C\- s 1-!e i 5 .4 ,+ CA Com+,^c�C.rc"✓� C.X. . cLu L.A e! * . ' �� pt.i ysi'C&l [at c�✓' 4. I will be actively Invol'. d with the septic system i tstallation at all tires. 5. The name of the inspE ;ting engineer is Telr-ga_ 4C� ke i 1'11 }'%c /C' y 6. I agree to discuss the plowing items with the inspecting engineer: a. Permit desigr criteria and specifications. b. Inspection r,` tirements set forth in AMC 15.65.150. c. 2-hour mini' ,um advance notice given to the On-site Water & Wastewater Program for a • required municipal inspections. 7. I agree any changes I make to the items listed above will require a new approval before performing work. 8. I agree to have the pro pct-specific On-site Wastewater Disposal System Permit available at the construction site the duration of all related work. Owner's printed name: Mar-i-i L r hi / /6 I*- Owner's signature: . Date: _c--/ ---3-72-41g Septic System Owner Installer Agreem• t_Feb2O doc 2018-048302-0 L Recording Dist: 301 - Anchorage s 12/28/2018 10:51 AM Pages: 1 of 4 • IIIIIIIIIIIIIIIIIIIIII 1203-33C Grid 3134 EN 18027 018-322-05 This permit is between Chugach Electric Association, Inc., an Alaska non-profit electric cooperative, (herein "Chugach"), whose address is P. O. Box 196300, Anchorage, Alaska 99519, and Martin Light and Lynda Light (herein "Permittee"), whose address is 15350 Old Seward Highway, Anchorage, Alaska 99516. Easement. Chugach is the grantee or user of an easement for the construction and maintenance of electrical facilities, as follows: Described in that certain written instrument recorded on the 11 to day of August 1955, in Volume 121, Page 278, on file in the office of the District Recorder, Anchorage Recording District, Third Judicial District, Seward Meridian, State of Alaska, Described in the United States Patent Number 1153044 as it affects Lot 209, Section 33, Township 12 North, Range 3 West, Seward Meridian, Third Judicial District, State of Alaska, (herein "Easement") which pertains to the following described real property: A Twenty Foot (20') wide easement centered on the Chugach overhead powerline crossing Lot 209, Section 33, Township 12 North, Range 3 West, Seward Meridian, Third Judicial District, State of Alaska, AND Reservation of right-of-way for roadway and public utilities purposes over the south and east Thirty -Three Feet (33') of Lot 209, Section 33, Township 12 North, Range 3 West, Seward Meridian, Third Judicial District, State of Alaska. Permittee acknowledges the validity of the Easement. Permittee warrants and represents that Permittee is the owner of the fee simple interest in the land subject to the Easement and the following described real property to which the Easement is adjacent: Lot 209 (Two -Hundred Nine), Section 33, Township 12 North, Range 3 West, Seward Meridian, Anchorage Recording District, Third Judicial District, State of Alaska, according to Bureau of Land Management Supplemental Plat of Section 33, accepted January 25, 1968, (herein "Parcel") Encroachment Permit - Page 1 of 4 eRecorded Document 2. Encroachment. Permittee proposes to construct the following improvements on or within the real property subject to said Easement: A septic system that encroaches for the width of the patent Right -of -Way reservation along the east boundary of Lot 209 for approximately Seventy -Six Feet (76'), the south portion of the septic system drain field also extending approximately Eighteen Feet (18') into the 20' wide portion of the Easement, (herein "Encroachment"). 3. Permit. Chugach hereby authorizes Permittee to construct and continue the existence of the Encroachment subject to the covenants set forth in this permit. 4. Indemnification. Permittee shall indemnify and hold Chugach harmless from any claims for personal injury, property damage or other loss arising in any way from the continuation of the Encroachment. 5. No Expansion or Increase. Permittee shall not in any way expand or increase the extent to which the Encroachment occupies any of the real property encumbered by the Easement without the prior written consent of Chugach. Chugach has no obligation to provide such consent. 6. No Interest in Real Estate Acquired. Permittee hereby acknowledges that the Encroachment and any additions thereto, even if in violation of this permit, has not and shall not in the future give rise to any interest or estate in the real property subject to the Easement or any other real property. Without in any way limiting the foregoing, Permittee acknowledges that the Encroachment is not adverse to any interest of Chugach and its continuation is entirely with the permission of Chugach for purposes of the common law doctrine of adverse possession. This permit creates no interest in the real property subject to the easement. 7. Modification of Utility Facilities. If the electric utility facilities located within the Easement are upgraded, added to, replaced or reconstructed, Permittee shall pay that portion ofChugach's total costs for such modification which is reasonably attributable to accommodating or preserving the Encroachment. If such payment is not made within thirty (30) days of written demand for same, Chugach may terminate this permit in accordance with paragraph 9, below. 8. Covenants Running with the Land. The obligations of the Permittee arising from this permit shall be covenants running with the land which shall burden the Parcel and the Peimittee's interest in the land subject to the Easement and shall benefit the Easement. 9. Termination. Chugach may terminate this permit after the giving of thirty (30) days written notice of such termination if: a. The Encroachment is enlarged, increased or extended within the real property affected by the Easement. Encroachment Permit - Page 2 of 4 2of4 eRecorded Document 2018-048302-0 b. The Encroachment is damaged by any means to an extent of more than thirty percent (30%) of its replacement cost at the time of destruction. C. Permittee fails to make the payment described in paragraph 7, above. 10. Term. This permit shall, if not sooner terminated by Chugach, expire forty (40) years from the date hereof. 11. Entire AgIggLi. F nt. This written permit constitutes the entire agreement between the parties with respect to the subject matter hereof and supersedes all other prior or contemporaneous agreements, oral or written, between the parties. No modifications, amendments, deletions, additions or alterations of the permit shall be effective unless in writing and signed by all of the parties hereto. CHUGACH ELECTRIC ASSOCIATION, INC 13y;� ��'it- SZG/GFS 'for s's Shelly Schmitt, Senior Manager Distribution Engineering Date: 12-20-10 eRecorded Document PERMITTEE By: --.� Ma inl] Date: •t By: l,ytf6 Light F, Date: 1 Z Z 7 A_ Encroachment Permit - Page 3 of 4 3of4 2018-048302-0 STATE OF ALASKA ) ss: THIRD JUDICIAL DISTRICT ) The foregoing instrument was acknowledged before me this c� 7 Doep p 1111 Y'L, , 2019 , by Martin Light and Lynda Li,f."ht, STATE OF ALASKA ) ) ss: THIRD JUDICIAL DISTRICT ) day of r Notary Public in and for the Sta of Alaska My commission expires: ' 1 — The foregoing instrument was acknowledged before me this 2 day of r:�, 6& r _, . 201 e, , by _.'�:�ye-_._. _,._., Senior Manager, Distribution Engineering of Chugach Electric Association, Inc., an Alaska corporation, on behalf of the corporation. AFTER RECORDING RETURN TO: Chugach Electric Association, Inc. P.O. Box 196300 Anchorage, Alaska 99519-6300 Notary Public in and for the State of Alaska My commission expires:*1 /Z,0.7–CD.__ ST TF, OF A,L,ASKA. NOTARY PUBLIO Stephen L. Howe My C,ammwelon biros 5,IZ2 v Encroachment Permit - Page 4 of 4 4of4 eRecorded Document 2018-048302-0 N Lot 1 Lot 203 Li , , , 204 , 0 N 90'00'•0"E 330.04' 2.5' / . - . ,n . QUONSET.HUT . .3.J' '° 2.5' • 41 - :�i. oR�\N., : • I• ? \ Lot 210 1t.2' x 10.2' SHED .5 93 . f N SHOP Lot 209 40' }/_ 2.50 Acres 108964 s.f. / z t } I If) O 100' PROTECTIVE WELL RADIUS_ m q 0 01 Lot g 208 rn W 33' BLM RIGHT-OF-WAY RESERVATION CA APPROXIMATE BANKS 11.1 cA OF RABBIT CREEK 14 0 L! \ 23.1 40.5' `r 3.9 / `O all 2.6' • V ,-I° i - 57' +/ 15.2' 1.2' 2 STORY WOOD FRAME N N v•wP`( RESIDENCE h � I 56 +/' 31.2' :..- SEPTIC CLEANOUTS 33' BLM RIGHT-OF-WAY RESERVAT10 1 f ("it I. 0i 0/E-----0/E_______ EvE0 0/E 0/E 0/E 0/E--0/E-0/E 0/E 0/E 0/E ./E-0/E 0/E 0 E 0/E 0/E- I .. ./E- 0 N 90'00'00"W 330.9:' Lot 234 Lot 233 j Lot 232 1 1 NOTE: THE LOT BOUNDARY IS CALCULATED FROM THE BLM PLAT DATED FEBRUARY 14, 1952 PLOT PLAN AS BUILT X SCALE 1" = 50' GRID SW 3134 Project No. 10-005 Lang (Sc Associates, inc. 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 (907) 522-6476 Registered Land Surveyors (907) 522-4625 Fax o400000�� kglanglsOalaska.net / jclanglsOalaska.net v OFA•`,9440 O I hereby certify that I have surveyed the following described property: ,,,:%' •' . "..• •''�'°0BLM Section Lot 209, Section 33, T12N, R3W, S.M. Alaska * 49TH '•77 v Anchorage Recording District, Alaska, and that the improvements situated thereon are within the property lines and do not encroach onto the property adjacent thereto, that D no improvements on the property lying adjacent thereto encroach on the surveyed �> .. premises and that there are no roadways, transmission lines or other visible Q KENNETH G. LANG •• o easements on said property except as indicated hereon. Q c% . Q LS-5202 ....;° Dated this the Uil Day of n F tet( 'Z. lo , at Anchorage, Alaska Q� 0 ski .••' S' ' It is the responsibility of the owner to determine the existence of any easements, 44�O�SSIONPt FY covenants, or restrictions which do not appear on the recorded subdivision plat. DDODood