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HomeMy WebLinkAboutMOUNTAIN PARK ESTATES BLK 11 LT 1, 2 & 3Mountain Park Estates Block 11 Lot If 2 & 3 #017-441-56 Municipality of Anchorage RV.._ Development Services Department Building Safety Division On -Site Water & Wastewater Program, 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 Page 1 of 3 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number: OSP101 156 PID Number: 017-441-56 Name` FRED & DODY FROELICH Wastewater System: El New ■ Upgrade Y Address: 5801 BEVERLY DR, ANCHORAGE, AK, 99516 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 348-5145 4 ■ Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound ❑ Other LEGAL DESCRIPTION Soil Rating: 0.45 Total Depth from original grade: 11 MAX GPD/Sq. Ft. Ft. Block: Lot: Subdivision: Depth to pipe bottom from original grade: Gravel depth beneath pipe: 11 1 & 2 MOUNTAIN PARK ESTATES 3.5 Ft. 7.5 Ft. Township: Range: Section: Fill added above original grade: Gravel length: — — — SEE DWG. Ft. 90 TOTAL (2 © 45) Ft. ElElDistanc WELL: New Upgrade Gravel width: 2.5 Number of lines: 2 e between lines: 15+ Ft. Ft. Classification (Private, A,B,C): Total Dep Cased To:(BEDRaCK) Total absorption area: Pipe material: Ft. Ft. 1350 SQ. Ft. D 3034/F-810 Driller: -C\NG Date Drilled: EX\S\ Static Water Level: Installer: WILCO CONTRACTORS Date installed: 9/22-24/2010 Ft Yield: Pump Set At: Casing Height Above Ground: TANK GPM Ft. Ft. SEPARATION DISTANCES ■Septic 11 Holding ❑S.T.E.P. ❑Other* To Septic Absorption Lift Holding Public/Private Manufacturer. GREER TANK Capacity in gallons: 1250 From Tank Field Station Tank Sewer Lines Well 100'+ 100'+ — — 25'+ Material: STEEL Number of compartments: 2 Surface Water 100'+ 100'+ — — — LIFT STATION Lot Line 5'+ *0'+ — — — Size in gallons: Manufacturer. "Pump on" level at: Pump off at: High water alarm at: Foundation 5'+ 10'+ — — — Pump Make el: Electrical Inspections performed by: Curtain Drain NONE KNOWN BENCH MARK Remarks: Location and Description: OLD SEPTIC SYSTEM ABANDONED PER CODE TOP OF TRIM ABOVE DOOR, EAST SIDE OF HOUSE DOUBLE CLEANOUTS APPROVED IN PLACE OF FOUNDATION CLEANOUT PER JEFF POET *WAIVER AND INGRESS EGRESS EASEMENT Assumed Elevation: 123.24 APPROVED PRIOR TO INSTALLATION Ft. Inspections performed by: GEG, Ltd. Dates: 1st 9/22/2010 ENGINEER'S SEAL 2nd 9/23/2010 00§Z:3: 0 OF COQ 3rd 9/24/2010 Qao Development Services Department Approval :: .p0 Conditional approval: Date: Q Q Q f r A. or ess. CE -79 �qj pb. Reviewed and approved by:,, �`c ����'�%� C�, Date: ( ��QdprofeSSloroo (Rev. 4/06) O���DO PERMIT NUMBER: AS -BUILT DRAWING PARCEL ID NUMBER: - OSP101156 017-441-56 I I \ VACANT 10, NEW DRAINFIELDS \EASE,NeNT441 Q \ \ M�2 \ MFS A B C IZ , o GO ' / DBL1 15.89 22.03 - M 4 DBL2 16.62 23.64 - ST1 51.11 37.71 97.51 I M DBL2 DBL4 ST2 57.49 40.28 98.73 n,, I i ' DBL1 DBL3 DBL3 58.84 40.89 98.98 NEW 1250 GALLON \ DBL4 59.70 1 41.19 98.94 = / Ii SEPTIC TANK \\ C01 68.92 49.88 106.34 U /I A B MT1 69.14 49.77 106.14 CO2 114.00 91.41 140.41 MT2 112.54 90.27 1139.87 I EXISTING\ \\ CO3 119.57 94.17 135.95 / HOUSE MT3 116.44 91.15 133.88 / I C04 73.83 49.02 98.55 / MT4 73.53 48.51 97.70 / I + + :;'•.:.. FS 63.20 43.33 99.88 - 100' WELL RADIUS / Q L -Li I BEVERLY DRIVE y� \\\ N 1 7-- SCALE: 1" = 40' OF A GARNESS ENGINEERING GROUP Ltd. ��� 9 CONSULTANTS & GENERAL CONTRACTORS ...... • • • • • • ............ • • 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE. AK 99507 • PHONE (907)537-8179 • FAX (907)338-3246 * WEBSITE: www.gammengfn"rinq.eom PREPARED FOR: PHONE NUMBER: I PAGE NUMBER: ••• •••••• DODY FROELICH 907-348-5145 2 OF 3 •.J fr y A. am s:' LEGAL DESCRIPTION: DRAWN BY: o09s ' -7953 \c�G MOUTNAIN PARK ESTATES S/D; BLOCK 11, LOTS 1 & 2 A.J.G.^P � ••ADJl.�-pro f ess*W"" C �o TYPE OF WORK: DATE: QOOOO�QOOo� AS BUILT DRAWING OF NEW SEPTIC SYSTEM 10/14/2010 (Rev. 01105) PERMIT NUMBER: AS -BUILT DRAWING PARCEL ID NUMBER: - OSP101156 017-441-56 FINAL GRADE = 99.08+ ST1 ST2 TOP OF TANK / AT OUTLET TANK94.96 AT INLET = 95.08 �1 �� ORIGINAL GRADE _ 97.60 ® HIGHEST PO INVERT OF BUNG AT INLET = 94.55 SOUTH TRENCH NEW 1250 GALLON SEPTIC TANK INVERT OF BUNG AT OUTLET = 94.37 FINAL GRADE _ 96.99-97.83 TH#1 INSULATION n FILTER FABRIC I I INVERT OF PIPE = 94.10 BOTTOM OF TRENCH = 86.60 ORIGINAL GRADE = 97.60 HIGHEST POINT 5'+ NORTH TRENCH RELATIVE ELEVATION OF BOTTOM OF TESTHOLE = 80.60 (DRY) FINAL GRADE _ 96.94-97.57 INSULATION FILTER FABRIC INVERT OF PIPE = 94.10 BOTTOM OF TRENCH = 86.60 •. 0 GARNESS ENGINEERING GROUP, Ltd.*� CONSULTANTS B GENERAL CONTRACTORS • • • ....... • ...... • . • • ...... • 3701 E. TUDOR ROAD. SUITE 101 • ANCHORAGE. AK 99507 • PHONE (907)337-6179 • FAX (907)338-3246 • WEBSRE: w .gcrose gin"ring.com PREPARED FOR: PHONE NUMBER: PAGE NUMBER: • • • • • • • • • • • • • • • • • • • • • • • DODY FROELICH 907-348-5145 3 OF 3 O •.J f y A. S: LEGAL DESCRIPTION: DRAWN BY: Q49; ' . CE 7955 MOUTNAIN PARK ESTATES S/D; BLOCK 11, LOTS 1 & 2 A.J.G. e F.o TYPE OF WORK: DATE: 4��0�0000, AS BUILT DRAWING OF NEW SEPTIC SYSTEM 10/14/2010 � (Kev. OVOS) o" aril/J —X 5e � PK, ell W AS -BUILT CORNERS SET HIS DATE I hereby cert' that I have certify performed a Mor gee's i �— _ �,F� Q Sef 4 'k [`GO7 !� ell W AS -BUILT CORNERS SET HIS DATE I hereby cert' that I have certify performed a Mor gee's �— _ �,F� �i/n- s ection of the fogowin d scribed r g p perty: �LiG I Jf�ai-A!h� 9 � /� � Sef 'k [`GO7 !� Tk lap�Q' •• ®��S' 0� Anchorage Recording Precinct, Alaska, • ® wv ® and that the improve- ments situated thereon are within the lines and do ® s1t property not overlap or encroach on .the property lying adjacent there- to, that no improvements on property lying adjacent thereto encroach on the premises in question and that there are no •gym«�mARq�••�p' cr Eatk� a °®' said roadways, transmission except s indicated hereon. visible easements on Dated ~� o• 32 a �y t� 7 o ®°p®®o• at Anchorage, Alaska thi day L✓1 �% + 9� ®®®°° e, EASEMENTS OF RECORD, OTHER THAN 4Q q��tD�FSStOMp� - of 19� THOSE SHOWN ON THE RECORDED e`�� b 4. FRED WALATKA & ASSOCIATES PLAT ARE NOT SHOWN HEREON. �� � Engineers and Surveyors ,' �`Y/ u,ug.10• ?010 PM Garness Engineering Group, Ltd• N0-9391 P- 1 Ingress/ Egress Easement Grant made this ---R day of_t� 2010, between JF�r d and Dodv Froehlich`, 5801 Beverly Drive, AnchoraQ-e, A.K. hereinafter referred to as the Grantor, and of Fred and Dodv Froehlich, 51301 Beverly Drive, Anchorage, AK_. hereinafter referred to as the Grantee. Whereas, the grantors arc owners as tenants in the entirety of the following described realty: Mountain Park Estates, Lots 1. & 2, Block 11, according to the official Plat # in the Anchorage Recording District, Third Judicial District, State of AIaska, And, Whereas, the grantees are desirous of enjoying the use of a certain portion of the grantor's land for the sole purposes of ingress and egress to Grantees land for the purpose of maintaining a private septic system. And, Whereas, the grantors have agreed to grant to the grantees as casement solely for said defined purposes and for no other, Now, this grant witnesses that in return for said specified consideration the Grantors hereby grant to the Grantees, there heirs and assigns, full and free right to maintain a private septic upon a portion of the Grantors land. This Grant of Easement is intended to be appurtenant to Grantees above described land and touches, concerns and runs with said lands. This is not intended to be an exclusive easement: The Grantor herein expressly reserves unto themselves equal rights of ingress and egress and all other rights as the owners as tenants in the entirety of the described premises. .Any dispute or disagreement arising under or in any way concerning this instrument shall be submitted for resolution to the process of binding arbitration in accordance with the Alaska statures made and provided for said arbitration. The jurisdiction of the Arbitrator shall conunence 60 days form the onset of the dispute and shall operate to toll all applicable Statutes of Limitation. 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Ph: (907) 337-6179 * Fax: (907) 338-3246 * website: gamessengineciing,com Aug -10- 2010 2:22PM G a r n e s s Engineering Group, Ltd• No•9391 P - 2 2 In Witness Whereof the Grantor and Grantee have hereunto set their hands the day and year above written. ��'� •�- , OArr Nam - Grantor wncr Na - �ee� State of Alaska ) ss. Third Judicial District) � Q10 This is to certify that on this 1-1 day of �, 2010 before me the undersigned, a Notary Public in and for the State of Alaska, duly commissioned and sworn, personally appeared own, ers name, to me known to be the persons described in and who executed the above and foregoing instrument, and acknowledged to me that they sued and sealed the same freely and voluntarily for the uses and purposes therein mentioned. Witness my hand and official seal the day and year in this certificate first above written. Notary Public CLAIRE P. WHITE State of Alaska Notary Public in and for Alaska My Commission Expires Feb 3, 2014 My Commission expires 3701 Last Tudor Road, Suite 101 * Anchorage, Alaska 99507 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: garnessengineering.com On -Site Wastewater Disposal System Permit MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: OSP101156 Tax Code Number: 01744156000 Work Type: Septic Upgrade Permit Effective Dates: August 20, 2010 to August 20, 2011 Design Engineer: GARNESS ENGINEERING GROUP LTD Subdivision: MOUNTAIN PARK ESTATES Site Legal Address: MOUNTAIN PARK ESTATES BLK 11 LT 1, 2 & 3 G:2838 Owner/Address: FROELICH FRED & DODY PO BOX 110849 ANCHORAGE AK 995110849 Site Mailing Address: 5801 BEVERLY DR, Anchorage Lot Size in Sq Ft: Total Bedrooms: This permit is for the construction of: 79600 4 Y Disposal Field Y Septic Tank N Holding Tank N Privy N Private Well N Water Storage All construction must 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 must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Special Provisions: An Ingress/Egress Agreement is required for the permitted location of the disposal field. Submit the agreement with the Inspection Report. Received Issued By: By' Date: � t �: Date: � ��' Municipality of Anchorage • Development Services Department °. Building Safety Division c On -Site Water & Wastewater Program 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 017-441-04,5 Property owner(s) FRED & DODY FROEHLICH Day phone 348-5145 Mailing address 5801 BEVERLY DRIVE * ANCHORAGE, AK * 99516 Site address 5801 BEVERLY DRIVE * ANCHORAGE, AK Zip Code 99516 Legal description (Sub'd, Block & Lot ) MOUNTAIN PARK ESTATES S/D: BLOCK 11. LOTS 1 & 2 13 Legal description (Township, Section & Range) N/A Lot Size Sq.Ft. THIS APPLICATION IS FOR ( Mall that apply) Absorption Field ❑ Septic Tank Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ Number of Bedrooms 4 THIS APPLICATION IS AN: Initial ❑ Upgrade Renewal ❑ I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP, Ltd. c." Permit/Rush Fees: Date of Payment: Receipt Number: 01'2-945 (Rev. 11/05) Waiver Fees: Date of Payment: Receipt Number: 1 SM IN A i A August 10, 2010 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, Ak 99519-6650 (907) 343-7904 Ref: Proposed Septic Upgrade for Mountain Park Estates; Block 11, Lots 1 & 2, To whom it may concern: The existing 4 bedroom house is served by a private well and septic system. The septic system is undocumented and needs to be upgraded. We are proposing to install a new 1250 gallon septic tank and a dual deep trench type drainfield. Two test holes were excavated on the property. The drainfield will be designed around the 30 foot radius of test hole #1. Comments regarding the design are summarized as follows: 1. SOILS: See the attached logs which shows the soil classifications, groundwater monitoring, and the percolation test results. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic system. 4. TOPOGRAPHY: As can be seen on the attached topography drawing the average topography below the drainfield is a 5-10 percent slope running approximately southeast to northwest. In short, there are no slope concerns. 5. INGRESS/EGRESS AGREEMENT: Due to site constraints, the proposed drainfield will cross the lot line between lot 1 and lot 2. An ingress/egress agreement shall be submitted with the final as -built drawings. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any gstions, please contact us at 337-6179. Thank you for your assistance. Sirl(.erely, .E., M.S. NOTE: Attached is a site plan drawing, a design drawing, one soil log, which are all part of the design package for this septic system. (Contact G. E. G. Ltd. for 7 page construction specification letter.) 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507-1259 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.gamessengineering.com o I ' CONT06R ACRES 1ST ADD. I \ LOT /LB / y I I I I 1 I I CONTOUR ACRE51ST ADD. I / LOT 3 I L,vPGP I I -------------- ------------- ------------ ------------- I I I CONTOUR ACRES 2ND ADD. LOT 6 \ I \ I 1 PROPOSED WEU_l I RADIUS I / 1 / I X11----------- ----------- -- MTN PARK; BLOCK 11, LOT 4 MTN PARK; BLOCK 11, LOT 5 I I II I/ Y/ I PROPOSED SEPTIC SYSTEM P \ \ 10 MTN PARK; TH#1 \\ LOT 1 10, EXISTING c \\4P��� HOUSE— MTN OT 2 RK; LOCK 10, IE\�YERL Y / MTN PARK; 1 I BLOCK 9, LOT 1 � I MTN PARK;— y BLOCK 9, LbT 2 MTN PARK; I\ BLOCK 9, LOT 3 N SCALE: 1" = loo, PO/NDD GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS . � 3701 E. TUDOR ROAD, SURE 101 • ANCHORAGE, AK 99507 • PHONE (907)337-8179 • FAX (907)338-3246 WEBSRE: www. omaaeen ineedn .eom a PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ............•••• FRED & DODY FROEHLICH 907-345-1121 1 OF 2 0 '.J' J r A. Garne s. LEGAL DESCRIPTION: DRAWN BY: OQ9s E-79 c� MOUNTAIN PARK ESTATES; BLOCK 11, LOT 1 & 2 A.J.G. TYPE OF WORK: DATE: 40oOO�O�QO000 SITE PLAN 8/9/2010 (Rev. 01/05) NUMBER OF BEDROOMS: 4 GALLONS PER DAY (GPD): 600 PERCOLATION RATE/S: 60 MIN/IN PROPOSED APPLICATION RATE: 0.45 MINIMUM DRAINFIELD SQ.FT.: 1333 MAXIMUM DEPTH: 11' WIDTH: 2.5' LENGTH: 90' TOTAL (2 0 45') M.O.A. APPROVED SAND FILTER: N/A EFFECTIVE: 7.5' REDUCTION FACTOR: N/A ACTUAL SQ.FT.: 1350 U t.u, LLO. f1AJ A / rAur w-rurluAlluN LETTER THAT PERTAINS TO THIS DESIGN. TO OBTAIN A COPY OF THE LETTER CONTACT GEG. BY PROCEEDING FORWARD WITH THIS INSTALLATION, THE ENGINEER, WELL DRILLER, CONTRACTOR AND PROPERTY OWNER AGREE THAT THEY HAVE READ THESE SPECIFICATIONS AND AGREE TO ACCEPT THE TERMS AND rmmnlTlnMq n1 rri win NOTE: CONTRACTOR SHALL HAVE UTILITY EASEMENT AND 100' WELL RADIUS FLAGGED BY A PROFESSIONAL LAND SURVEYOR PRIOR TO CONSTRUCTION. \ MTN PARK EST; BLOCK 11, LOT 3 \ 10 wk/ \ \ NOTE: INGRESS/EGRESS --+ \ EASE AGREEMENT SHALL BE REQUIRED PROPOSED 1250 GALLON SEPTIC TANK EXISTING i UNDOCUMENTED SEPTIC SYSTEM TO BE ABANDONED IN INSTALL FCO PLACE PER CODE / EXISTING HOUSE I MT CONT PROPOSED-- MT ^� DRAINFIELDS \ - SEE TOPO DRAWING —_ \ FOR SLOPE INFO —INSTALL \ FLOW SPLITTER \ —INSTALL DOUBLE CLEAANOUTS +TH#2 \ \ I 100' WELL RADIUS / I / ( \ S Al DARN ESS ENGINEERING GRtJUP Ltd � . CONSULTANTS B, GENERAL CONTRACTORS �..:,....•-; 3701 E. TUDOR ROAD SUITE 101 " ANCHORAGE, AK 99507 • PHONE (907)337-6179 • FAX (907)336-3246 • WEBSITE: www gamesseng(neering.com a PREPARED FOR: PHONE NUMBER: PAGE NUMBER: DO FRED & DODY FROEHLICH 907-345-1121 2 OF 3 G LEGAL DESCRIPTION: DRAWN BY: MOUNTAIN PARK ESTATES S/D; BLOCK 11, LOTS 1 & 2 A.J.G. TYPE OF WORK: DATE: DESIGN OF PROPOSED SEPTIC SYSTEM 8/9/2010- (nev. utiuo) 4xJ _—Vof .,, .,.q. .. ...... r .y Gar�ess.° C i953,�� G` j •�c�G ,4�npro f essio�°oma/ / I I / 1 / I / ( \ S Al DARN ESS ENGINEERING GRtJUP Ltd � . CONSULTANTS B, GENERAL CONTRACTORS �..:,....•-; 3701 E. TUDOR ROAD SUITE 101 " ANCHORAGE, AK 99507 • PHONE (907)337-6179 • FAX (907)336-3246 • WEBSITE: www gamesseng(neering.com a PREPARED FOR: PHONE NUMBER: PAGE NUMBER: DO FRED & DODY FROEHLICH 907-345-1121 2 OF 3 G LEGAL DESCRIPTION: DRAWN BY: MOUNTAIN PARK ESTATES S/D; BLOCK 11, LOTS 1 & 2 A.J.G. TYPE OF WORK: DATE: DESIGN OF PROPOSED SEPTIC SYSTEM 8/9/2010- (nev. utiuo) 4xJ _—Vof .,, .,.q. .. ...... r .y Gar�ess.° C i953,�� G` j •�c�G ,4�npro f essio�°oma/ t4,' CON UR ACRES ND ADD. E U EG f P 0 I ELL RADIUS MOT PARK; b:L 10, PAR ; \ i LOCK LOT 1 \ I MTN PARK; BLOCK 9, LbT 2 I MTN PARK; BLOCK 9, LOT 3 N RADIU / SCA 100, PO/NDD �.•...... ••� Soo T.:......... ........ ���0 G RN E siI� ERi G GROUP, Ltd. �: 9T ! C N ULT Ts & GENERAL CON CTORS r • • 701 E TUDOR ROAD. 5 101 ANCHO E, 99507 PHON (907) —8179 FAX ( 7) —3248 WEBSITE: www.gameseengineering.com .'':���r✓, PARED PH N BER: PAGE NUMBER: oo. r ... Q . Garner PRE ! f FRED & DOD FRO HLI H h 907/-345-/l 1 1 3 OF 3 QQ CE -953 LEGAL DESCRIPTION: DRAWN BY: 4 9,s MOUNTAIN ARK TA S; BL CK 11, OT 1 A.J.G. �p TYPE OF WORK: DATE: �QOOOOO sV00 TOPO D AWING OF S TE 8/9/2010 (Rev. 01/05) \ / I ,,--T—, \ CONT9UR ACRES 5T ADD. I \ LOT /LB — — — — — I \ — 1 — — — — — — — — — — — / I 1 MT PARK; 1, LOT 5 I 1 BL 1 I� \ CONTO LOT 3 1ST I MTN PARK- OCK 1 L T 3 o 0 MTN PA ; ; \ BLOCK 1 , ------ — -- I \ LOT 1 i CON UR ACRES ND ADD. E U EG f P 0 I ELL RADIUS MOT PARK; b:L 10, PAR ; \ i LOCK LOT 1 \ I MTN PARK; BLOCK 9, LbT 2 I MTN PARK; BLOCK 9, LOT 3 N RADIU / SCA 100, PO/NDD �.•...... ••� Soo T.:......... ........ ���0 G RN E siI� ERi G GROUP, Ltd. �: 9T ! C N ULT Ts & GENERAL CON CTORS r • • 701 E TUDOR ROAD. 5 101 ANCHO E, 99507 PHON (907) —8179 FAX ( 7) —3248 WEBSITE: www.gameseengineering.com .'':���r✓, PARED PH N BER: PAGE NUMBER: oo. r ... Q . Garner PRE ! f FRED & DOD FRO HLI H h 907/-345-/l 1 1 3 OF 3 QQ CE -953 LEGAL DESCRIPTION: DRAWN BY: 4 9,s MOUNTAIN ARK TA S; BL CK 11, OT 1 A.J.G. �p TYPE OF WORK: DATE: �QOOOOO sV00 TOPO D AWING OF S TE 8/9/2010 (Rev. 01/05) GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS 3701 E. TUDOR ROAD. SUITE 101 • ANCHORAGE. AK. 99507 • PHONE: (907)337-6179 • FAX: (907)338-3246 ' WEBSRE: gamemengineering.aom SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: MT. PARK ESTATES BLOCK 11 LOT 1 & 2 PERFORMED FOR: FRED & DODY FROELICH DATE: 7/20/2010 DEPTH 2" ORGANICS (feet PEAT ITEST HOLE #11 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15- 16- 17— B.O.H. 51617 B.O.H. 18 GM W/ POCKETS OF ML • ,• DRY 7/20/2010 DRY 8/4/2010 2:30 — 6" — lGIIIIIIIIIIIIIIII191 3:00 WMA 5.5" %�rty0�f,� 3 IIIIN • 6" — 4 3:30 30 5.5" 0.5" 5 3:30 — 6" — 6 4:00 30 5.5" 0.5" DEPTH TO GROUNDWATER DATE DRY 7/20/2010 DRY 8/4/2010 2:30 — 6" — N SEE ATTACHED SITE PLAN SCALE: 1" = 100' DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 8/4/2010 1 2:30 — 6" — 2 3:00 30 5.5" 0.5" 3 3:00 — 6" — 4 3:30 30 5.5" 0.5" 5 3:30 — 6" — 6 4:00 30 5.5" 0.5" 19 PERCOLATION RATE 60 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 6 FT. AND 7 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO SOILS LOGGED BY: ROB CAMPBELL PERCOLATION TEST PERFORMED BY: ANDREW GRAY COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PE FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: B �06000�0� OF GARNESS ENGINEERING GROUP, Ltd. o' 4 yp0� CONSULTANTS & GENERAL CONTRACTORS Q it YsY O .............. SOIL LOG PERCOLATION TEST 3701 E. TUDOR ROAD, SURE 101 • ANCHORAGE, AK. 99507 • PHONE: 907)337-6179 FAX: 907)338-3246 • WEBSITE: gameeeengineering.co a LEGAL DESCRIPTION: MT. PARK ESTATES BLOCK 11 LOT 1 & 2 e y arness. PERFORMED FOR: FRED & DODY FROELICH DATE: 7/20/2010 CE (feet) oO rofessi0oo ORGANICS TEST HOLE #2 00000 1 PEAT SOIL CLASSIFICATIONS 2 .... GW ORG 3 GP ML GM CL 4 GC OL N 0000 c o SW MH 5 low : SP CH SM OH SEE ATTACHED 6 Sc SITE PLAN 7 DEPTH TO DATE 8— GM W/ POCKETS 9 OF ML SCALE: 10 1" = 100' DATE READING CLOCK NET TIME WATER LEVEL NET DROP 11 12 13 14 15 16 17 B.O.H. 18 19 PERCOLATION RATE 48 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 5.5 FT. AND 6.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO SOILS LOGGED BY: ROB CAMPBELL PERCOLATION TEST PERFORMED BY: ANDREW GRAY COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS' PE FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: D GROUNDWATER WEEP ® 13' 7/20/2010 15' 8/4/2010 8/4/2010 1 3:20 — TIME (MINUTES) READING (INCHES) 8/4/2010 1 3:20 — 6" — 2 3:50 30 5.375" 0.625" 3 3:50 — 6" — 4 4:20 30 5.375" 0.625" 5 4:20 — 6" — 6 4:50 30 5.375" 0.625" - - - Di tCEIVED INSPECTION APPOINTMENTS 1n;A - - - - TIME TIME - AA `` M nAAA- cis -(a DATE - - DATE DATE INSPECTOR INSPECTOR INSPEG:D'� MUNICIPALITY OF ANCHORAGE MUNICIPALITY OF ANCHORAGE DEPT. OF I IFAL'fll & DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTIC�I�1 O&VIRONMENIALI'L;QTECTION - - 825LStreet - Anchorage, Alaska 99501 I' ` I ENVIRONMENTAL SANITATION DIVISION AL, i3 2 4 ' , I Telephone 264.4720 ((y REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWS L°'I�`ITIE� DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing. - 1. PROPERTYOWNER PHONE 5 - /� 2-1 MAILING ADD ESS d- e0)( 108f 9 04AtC'f00fotFk11 AI-,-f,ro4 937,i PROPERTY RESIDENT (If different from above PHONE 2. BUYER - - - - - PHONE - -,5� 04 /lok e'— MAI LINGADDRESS - - -- - - - - 5'A M I /Q. f /"!1-010 VF 3. LENDING INSTITUTION - - - PHONE a- i a l T Am -7 -to ko- L #ANC OF A N c H nip 6 S- MAILING ADDRESS - - - C , '. 17 9 S / v �'A774 CS IL L �Gvep D A Pn ./3 42x 72 0 o4 N/�-!� 4. R REALTOR/AGENT PH E At MAILING ADDRESS 5.- LEGAL DESCRIPTION ®rs Al. PANK Esr.4 TAIL_. ETRE -T LOCATION- - - - - - - - 6.- TYPE OF RESIDENCE - - NUMBER OF wl- Lel SINGLE FAMILY ❑ One *r Four ❑ Other ❑ Two ❑ Five MULTIPLE FAMILY ❑ Three ❑ Six 7. WATER �SU�P LY L7 INDIVIDUAL* * ATTACH WELL LOG. A well log -is required for all wells drilled ❑ COMMUNITY - since June 1975. For wells chilled prior to that date, give well ❑ PUBLIC UTILITY depth (attach lag if available.) dt FVt '' M/gy, I y7S 8. SEWAGE j POSAL Q%IND /ON SITE** YEAR ON-SITE SYSTEM WAS INSTALLED. ❑ PUBLIC UTILITY NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 72-010 (Rev. 6/79) 0 THIS SIDE FOR OFFICIAL USE ONLY 1. TYPE OF RESIDENCE ❑ SINGLE FAMILY ❑ MULTIPLE FAMILY NUMBER OF BEDROOMS ❑ ONE ❑ TWO ❑ THREE ❑ FIVE ❑ OTHER ❑ FOUR ❑ SIX 2. WATER SUPPLY ❑ INDIVIDUAL ❑ COMMUNITY ❑ PUBLIC UTILITY Connection Verified PERMIT NUMBER DEPTH OF WELL DATE DRILLED LOG RECEIVED 3. SEWAGE DISPOSAL SYSTEM ❑INDIVIDUAL/ON -SITE ❑PUBLIC UTILITY Connection Verified PERMIT NUMBER DATE INSTALLED INSTALLER ❑Septic Tank or ❑ Holding Tank Size: If Tank is homemade give dimensions: SOILS RATING TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA MATERIAL 4. DISTANCES WELL TO: Septic/Holding Tank Absorption Area Sewer Line Nearest Lot Line Absorption Area to nearest Lot Line 5. COMMENTS L� APPROVED FORBEDROOMS ///❑ CONDITIONAL APPROVAL (letter must accompany certificate) ❑ DISAPPROVED DATE ✓ � � � BY 0 e \NCHORAGt, Ai_ASKA 99501 l c907) 264-41 > 1 I, i l vi tr"��� SEOHGC M..301 UVAN, _� �/� bIAYOH C FP,AH I M1 N I OF M-Al.1 FI AND UNVIHON 01 F-ITiU_ 11 i(OTI-CTION August 31, 1981. Fred/Dody Froehlich Post Office Box 10-849 Anchorage, Alaska 99511 Subject: Lots 1 and 2 Block 11 Mountain Park Estates Subdivision Approval for the individual sewer and water facilities cannot be granted until the following items have been completed: �Ly The water analysis report needs to be submitted to this office from the Chem Lab, 5633 B Street, for V our review. (2) The septic tank pumped with a receipt submitted to \u� this office. U I£ there are any further questions, please call this office at 264-4720. Sincerely, Robert C. Pratt, R.S. Associate Specialist RCP/ljw cc: First National Bank of Anchorage Csilla Florida Post Office Box 720 99510 ALASKA cnulnoW11TAL conTROL 56RUI S, Inc. Engineering & enuironmental Studies nnut,�icir,;i_iw or FNVIRCN:,, r[ i,.i 9/2/81 FRED FROEHLICH P.O. BOX 10-849 ANCHORAGE AK 99511 SELLER — FRED FROEHLICH SUBDIVISION—MT. PARK SUBDIVISION BLOCK -11 LOT—•1 & 2 ADEQUACY TEST FOR SEWER SYSTEM THE TYPE OF ABSORPTION SYSTEM IS A PIT WITH AN UNKNOWN AREA. THE SYSTEM IS CAPABLE OF ACCEPTING 608 GALLONS OF WATER PER.DAY. THE SURGE CAPACITY OF THE SYSTEM IS 123 GALLONS. BASED UPON THE `PEST DATA THE SYSTEM IS ACCEPTABLE FOR A 4 BEDROOM HOME. THE SEPTIC TANK WAS PUMPED ON 6/16/81 SEPTIC TANK ADEQUACY THE EXISTING SEPTIC TANK VOLUME OF 1250 IS ADEQUATE FOR THIS 4 BEDROOM HOUSE. Rcid, Jr. r tai 1220 fest 25th Auenue • Anchorage, Alaska 99503 • (907) 276-1361 A U ,f) u Rcid, Jr. r tai 1220 fest 25th Auenue • Anchorage, Alaska 99503 • (907) 276-1361 :.�. .. - -��..' ,i ; t. - S �� Jr _� l "J. ,- i .- - �l i} 1,3 � tl � ♦t'1: L' �=xi/? - j Telephone: (907) 3451121 PARTICULARS AMOUNT 2295 — WATER TREATMENT CONSULTANT $89,00/ — — P.O. Box 10849 Anchorage, Alaska 99511 89-6 1252U !�' I.i ,I" '°;�;II II�„II� ,IIII i f I,fl, 111111 illlul Ifi,;I�,1li CHECK NO. 2295 DATE 6/16/81 AMOUNT $89.00 Anchorage Cesspool Pumping /6 NORTHERN LIGHTS BRANCH i O. FROEH LICH WATER TREATMENT CONSULTANT THE FIRST K NATIONAL BAN Of ANCHNK ANCHORAGE, ALASKA 99509 IOTINEGOTIABLE-ot �_C..t 1: L 2 5 2000501: 0 26 211l 5 9 2111 911° DELUXE - FORM NWVO-3 V-3 DATE I N V D 1 C E NUMBER D E S C R I P T I O N AMOUNT DEDUCTION 9 NET AMOUNT PARTICULARS AMOUNT ;/15/81 — Snerviceo $89,00/ — — $89.00 6 /C/ /6 V., P • '� Municipality of An ' orage CL I r:illl On -Site Water and Wastewate rograPh- (907) 343-7904 � s , F E .. Certificate of On -Site Systems Approval Parcel I.D. 017-441-56 Expiration Date: - e 1. GENERAL INFORMATION Complete legal description MOUNTAIN PARK ESTATES BLK 11 LT 1,2 Location (site address) 5801 BEVERLY DR ANCHORAGE AK 99516 Current Property owner(s) FNMA Day phone Mailing address Real Estate Agent BOB BROOK Day phone 2. TYPE OF DWELLING: 0 Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ❑x Individual El Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ PiihlirWater v F-1 Piihlir SewerR4tPY WaiverNariance request for: NONE Distance: --- Received by: f t Date: b 3 COSA to be released to the k ggineer, unless othemise requested by the engineer. COSA Fee $ 52.(,o ^- Date of Payment Receipt Number Cod6_% COSA# ot) l"IICJ(. l 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 shown below, 1 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 SPURKLAND ENGINEERING Address 203 W. 15TH AVE.,STE.202A, ANCHORAGE, AK 99501 Engineer's Printed Name LARS SPURKLAND 6. DSD SIGNATURE System #1 Approved for bedrooms System #2 Approved for bedrooms Disapproved Conditional approval for bedrooms, Phone 279-3916 Date 10/27/14 r OEAZ4kjt '49 ' p e � B '. �.�FURKN0. �. 1150 r®d 91�Fapld�3.,`�� �.. with the following stipul��iffiI��`��" By:(1('/%� lam(/ / Original Certificate Date: `3 © �T The N6 icipality of ZZgle 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 blue sheet £ i c If more than 1 septic system is on the lot: COSA Checklist # 1 of 1 Structure served by this system 1 Certificate of On -Site Systems Approval Checklist Legal Description: MOUNTAIN PARK ESTATES BILK 11 LT 1,2,4. j A. WELL DATA Well type PRIVATE Date completed 5/75 Total depth —250 ft. Date of test If A, B, or C provide PWSID #- Sanitary seal (Y/N) Y Cased to >40 ft. FROM WELL LOG Parcel ID: 017-441-56 Well Log (Y/N) N Wires properly protected (YIN) Y Casing height (above ground) 18+ in. AT INSPECTION 10/7/14 Static water level ft. 177 ft. Well production 9 -P.M. 5.0 9_P m WATER SAMPLE RESULTS Coliform NEG colonies/100 mL Nitrate 0.426 mg/L Arsenic ND ug/L Date of sample: 10/7/14 B. SEPTIC/HOLDING TANK DATA Tank Type/Material SEPTIC/STEEL Tank size 1250 gal. Number of Compartments Foundation cleanout (Y/N) Y Date of pumping 10/13/14 C. ABSORPTION FIELD DATA Collected by: ANSON MOXNESS Date installed 9/22/10 Cleanouts (YIN) Y Depression over tank (Y/N) N High water alarm (Y/N) N Pumper A+ HOME SERVICES 9/24/ t..$. Date installed � (0 Soil rating (g.p.d.lft2 or flz/bdrm) 0.45 System type DEEP TRENCI Length 90 ft. Width 2.5 ft. Gravel below pipe 7'5 ft. Total depth 11 ft. Eff. absorption area 1350 nz Monitoring tube Y Depression over field N Date of adequacy test 10/7/14 Results (Pass/Fail) PASS For 4 bedrooms Fluid depth in absorption field before test 55/61 in. Water added 600" gal. New depth 61/66 in. Elapsed Time: 1320 min. Final fluid depth 52/59 in. Absorption rate >= 600 g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) If yes, give date D. LIFT STATION Date installed Size in gallons "Pump on" level at in. "Pump off' level at— Datum t_ Datum E. SEPARATION DISTANCES WELL ON LOT TO: Cycles tested _ Septic tank/lift station on lot100+ Absorption field on lot 100'+ Public sewer main NA Sewer /septic service line 25'+ Animal containment areas 50+ Manhole/Access (Y/N) in. High water alarm level at in. Meets alarm & circuit requirements? _ On adjacent lots 1001+ On adjacent lots 100'+ Public sewer manhole/cleanout NA Holding tank NA Manure/animal excrete storage areas100+ SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5+ Property line 51+ Water main NA Water service line 10'+ Wells on adjacent lots 100'+ ABSORPTION FIELD ON LOT TO: Property line 10+ Building foundation 10+ Water Service line 104 Curtain drain 50'+ (N.O.) Surface water 100'+(N.O.) Wells on adjacent lots 100'+ F. COMMENTS **SYSTEM PRESOAKED 10/6/14 G. ENGINEER'S CERTIFICATION l 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 LARS SPURKLAND Date 10/27/14 COSA brown sheet 10-10-12.doc Absorption field 5'+ Surface water 100+ Water main NA Driveway, parkingivehide storage 10'+