The URL can be used to link to this page

Home My WebLink AboutGREENBROOK BLK 3Gr nbrook Block 3 #017-431-21 GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS December 21, 2015 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Rd. P.O. Box 196650, Anchorage, AK 99519-6650 (907)343-7904 Attn: Jay Crewdson, P.E. C.C. Debbie Plessinger Ref: Greenbrook: Block 3 — Memo concerning CAT III septic system Mr. Crewdson: The permitted septic system was installed on the referenced property in 2010. Since that time, the drainfield and Quanics Aerocell have been performing well. This year it was noticed that there is no continuity to the Jandy Valve wires. During our last few site visits, we have observed that the drainfields are still dry. In order to simplify the operation and maintenance of the system, we are proposing that this unit be permanently configured as a CAT II system. Our justifications are as follows: The drainfields both received at least 4' of filter sand during construction. The receiving soil perked at less than 1 minute per inch and so the CAT II soil application rate is 4.0 GPD/Sq. Ft. The home has 4 bedrooms, so 150 sq./ft. of absorption area is required. The existing drainfields have 215 sq/ft. of absorption area. The following information should supersede the application rates outlined in GEG's original design dated 7/20/10: Allowable application rate: 4.0 -Proposed application: 3.0 At this time, we request that your department approve a CAT II configuration to be used at the referenced property. Upon your concurrence, we will insure the jandy valve is in the open position, and will place a CAT II sticker on the control panel. If you have apy 4u�stions, please contact Jeff Gayness or Rob Campbell at (907) 337-6179. .E., M.S. 3701 E. Tudor Road, Suite 101 *Anchorage, Alaska 99507-1259 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.gamessengineering.com V Municipality of Anchorage Community Development Department Page 1 of 3 On -Site Water & Wastewater Program 4700 Elmore St. a P.O. Box 196650 Anchorage, AK 99519-6650 • httpJ/www.muni.org/onsite • (907)343-7904 ONSITE WASTEWATER INSPECTION REPORT Permit Number: OSP 101159 PID Number: 017-431-21 ■ New El Upgrade Name: SYLVAN LLC (DEBBIE PLESSINGER) ABSORPTION FIELD ❑ Deep Trench ■ Shallow Trench ❑ Bed ❑ Mound Address: PO BOX 231833 *ANCHORAGE, AK 99523 ❑ Other Phone: No. of Bedrooms: Soil Rating: Total Depth from original grade: (907) 830-9228 4 6.0 GPD/sq. Ft. SEE DWG. Ft LEGAL DESCRIPTION Depth to pipe invert from original grade: Gravel depth beneath pipe: SEE DWG. Ft. 0.57/0.60 Ft. Subdivision: Block: Lot: Fill added above original grade: Gravel length: GREENBROOK 3 — SEE DWG. 22/21 FL owns Ip: anger — — ec Ion: — Gravel Mold: Bede Number of lines Distance between lines: 5 Ft. I — — Ft. SEPARATION DISTANCES Total absorption area, Z l5 lift AWP,06 Pumbear of trenches: 2 Dist. between trencher. 10 To Septic Absorption Lift Holding Public/Private From Tank Field Station Tank Sewer Lines so. Ft. Ft. well 200'+ 200'+ 200'+ — 25'+ TANK ❑ Septic ■ S.T.E.P. CHolding El Other Manufacturer: Capacity: Surface Water 100'+ 100'+ 100'+ — GREER/QUANICS 1500 Gal. Lot Line 5'+ 10'+ s'+ - Material: Number of comportments: N/A STEEL 2 Foundation 5'+ 10'+ 5'+ - LIFT STATION Curtain Drain NONE KNOWN Manufacture: Capacity: GREER/QUANICS 1500 Col. Remarks: THIS IS A QUANICS AEROCELL SYSTEM. 'Pump on' level at: TIMER Pump off' level aL• TIMER High water alarm at: 46" (� S"VtAlb Pump Make & Model: P—SE-41—T BleaMcal Inspections performed by: M.O.A. AT l R C, PIPE MATERIAL House to tank D3034 Tank to SCH40 drainfield Installer WHITTER'S EXC. Drainfield F810 CO/MT D3034 Inspector GEG, Ltd. BENCHMARK (Assumed elevation) 108.27 Ft. Inspection Location and Description: Dates: 1 st 12/8/ 0 2nd 12/8/10 3rd 12/8/10 4th — GARAGE DOOR SLAB Community Development Department Approval BMolMEEWs a o D aoOF Conditionalapproval: Dater' -/3—/3 00, O P fey A. ne s �L as •, CE 795 `gyp p� .'se'*�. Approved: Date: =- -/ etip� ofession ��OOpoo�� o0 V PERMIT NUMBER: AS RCEL ID NUMBER; DRAWING PA017-431-21 OSP101 159 -BUILT EXIST NIG CLASS WELL� w NEW DRAINFIELDS ALTERNATE SITE NOTE: THE PROPERTY IS SERVED BY THE EXISTING "A" C04 M2 CLASS WATER SYSTEM MT2 I MT MIi T-1 CO3 FS #5 _%4 IIT Uj,)21 ST Li LJ X KEYBOX L FCO — — — — TH—#i+_ NEW 120' BY 80' 4 BEDROOM SEWER EASEMENT T HOUSE QUANICS 650 AEROCELL UNIT WITH 4N+ERNAt-ZJXlbY-VAhYE WQUlA5NO10 S.T.E.P. TANK WITH C:ALLON PUMP AND CONTROLS (:Nl L4T JL TH#1 GARNESS ENGINEERING GROUP, Ltd. pc/) CONSULTANTS & GENERAL CONTRACTORS ...... .. .... ...... 3701 C. 1000R flOKD, SUM 101 - MCHORKM M 99507 • PHONE (07)337-6179 - FM (907)M-3246 - YIE69RE: ga. m'.. PREPARED FOR: PHONE NUMBER: PAGE NUMBER .. . .......... ... SYLVAN LLC (DEBBIE PLESSINGER) 830-9228 2 OF 3ff Game s.- LEGAL DESCRIPTION: DRAWN BY: GREENBROOK SUBDIVISION; BLOCK 3# J.L.M. TYPE OF WORK: DATE: essrof '00 AS—BUILT DRAWING OF NEW SEPTIC SYSTEM 1/18/2012 (KOV. UlMc) A 441T%. ..ess:' .�•t .:: -I.mi �:.� :1 ® Co is 0 FJ a0 v0 O Z < 0 m 1 II S , 1] M Z 0 Om coo toy 120 \y ND mD OZ O_I Or Co O� \ O O Z too o W D m m m om II m 0 N O 1/24/2012 1 J.L.M. . DESCRIPTION: GREENBROOK SUBDIVISION; BLOCK 3 OF WORK: PROFILE AS -BUILT DRAWING WED FOR: pF SYLVAN LLC (DEBBIE PLESSINGER) C) 0 L4 Z W � ® •. r g I �4� f��l j I i pill Ll'Ii' I ' GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS &GENERAL CON'TRACPORS n c moan mm, sat[ tot. rrtprowcr. In. wsst rime (m>) .ut-ene/r�x: feat) sa azta • rxnme ..w�.mx..n PAGE: 28 3 OF 3 N ■ E: 441T%. ..ess:' GARNESS ENGINEERING GROUP, Ltd_ CONSULTANTS & GENERAL CONTRACTORS 107 E T100R ROAD, SURE 101 • ANCNORAOE, AN. 9830] •PHONE: C90�3J]-61]9 •FAX: 90])308-3218 • Weg : 9am• n9in do SOIL LOG - PERCOLATION TEST LEGAL PERFORMED DESCRIPTION: FOR: GREENBROOK S/D LOT 3 _ SYLVAN LLC (DEBBIE PLESSINGER) DAT FILL— MIXTURE GRAVEL, SAND, TEST HOLE #5 DEPTH (feet) . s.. ;' •.••;;:�:;` ••`^.i;'" 1 •�ii';� & SILT 60- SOIL CLASSIFICATIONS •"''"' ORIGINGAL GRADE '�`'ro• GW ORG •�•W;.:,:= ORGANICS GM CL '•`A :' REMOVED AND GC OL 4 �', FILL ADDED. 3°• Us o SW MH 5 ; ; "' •� • SP CH SM OH 6 ;'•='' SC •` >�+'' SP -GP WITH SOME LENSES 7 OF SM DEPTH TO DATE •�•:;;:•' GROUNDWATER 8 8112/8/10 0 9=111111111® 11 12 13 14 15 16 17 18 OF .j2�Z17.r.? SEE ATTACHED SITE PLAN DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) eN - FOR 19 I _MC ULHI IVN MAI 7 — I-IIIN. (INCH) `LRC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN — FT. AND — FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: — COMMENTS: THIS IS A CONFIRMATION TESTHOLE EXCAVATED AT THE TIME OF CONSTRUCTION TO VERIFY SOILS AND GROUNDWATER. PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS JPERVORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: LZ PLAT NO. 74-147 GREENBROOK SUBDIVISION BLOCK 3 238,045 S.F. HJ — b U I L I I HEREBY CERTIFY THAT I HAVE SURVEYE GASTALDILAND PROPERTY DEPICTED ABOVE AND THAT NI ENCROACHMENTS EXIST EXCEPT AS INDIC SURVEYING, LLC IT IS THE RESPONSIBILITY OF THE OWNEF JEFF A. GASTALDI, R.L..ETERMINE THE EXISTENCE OF ANY EASE 2000 E. DOWUNG RD., SurtE E COVENANTS OR RESTRICTIONS WHICH DO ANCHORAGE, ALASKA 99 QQaPEAR ON THE RECORDED SUBDIVISION PHONE 248-5454 UNDER NO CIRCUMSTANCES SHOULD ANY GRD DATE HEREON BE USED FOR CONSTRUCTION 0� 2838/2839 12/21/2012 ESTABLISHING BOUNDARY OR FENCE LINE ANCHORAGE RECORDING DISTRICT, ALAS F.B. JOB N0. I NOTE: NO CORNERS SET THIS DATE. 12-07 GBS3 THE TO 49I8 1"=100' �r- Municipality of Anchorage j r Community Development Department - Development Services Division pfti /� P.O. Box 196650 - Anchorage, Alaska 99519-6650 - 4700 Elmore Road Info and Help: (907) 343-8211 INSPECTION:- Voice: (907) 343-8300 Fax (907)249-7777- - Inspection Report - ElecFin APPLICATION NO. E10 0805 Subpermit of Master Permit: 10 0805 Permit Type: Electrical New Preference:AM InsTM #:223355 Address of Project: 6600 H F AN RD Parcel: 01743121000 work uescr. 2ruu sq tt living i 1U1b sq rt garage; CHANGED ADDRESS DUE TO DRIVEWAY RELOCATION, WAS LISTED AS 12500 VON SCHEBEN DR, THEN 6601 FREITAG DR, NOW 6600 HUFFMAN PWKKS-ADDRESSING, Remarks: mgm Contacts 5;7n—er Other (907)346-3725 Contractor (907)336-3430 Contractor 9073363430 Contractor (907)258.4567 Comments: F_( E G-r-iZ I C 4. i - Inspector: SYLVAN LLC J ELECTRIC LLC 6732 E. 99TH AVE 3D DRAFTING & DESIGN 9030 SPRUCE RUN CIRCLE SHAWN BROILEE 9030 SPRUCE RUN CIR FA CONTRACTORS & PAINTING LLC"R PO BOX 93090 Date: Vic+:- —. 4 cL J ELECTRIC LLC 6732 E. 99th Ave. Anchorage, Ak. 99507 Dec. 19, 2012 F A Contractors & Painting LLC P. 0. Box 9390 Anchorage, Ak. 99509 RE:6600 Huffman Rd. Block/tract 3 Greenbrook subd This letter is to certify the J Electric LLC wired septic lift station and alarm at the above address in accordance with the NEC and 140A codes. Contr. Lic # 34469 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: OSP101159 Tax Code Number: 01743121000 Work Type: Septic Initial Permit Effective Dates: October 01, 2010 to October 01, 2011 Design Engineer: GARNESS ENGINEERING GROUP LTD Subdivision: GREENBROOK Site Legal Address: GREENBROOK BILK 3 G:2839 Owner/Address: SYLVAN LLC PO BOX 231833 ANCHORAGE AK 995231833 Site Mailing Address: 12500 VON SCHEBEN DR, Anchorage Lot Size in Sq Ft: Total Bedrooms: This permit is for the construction of: 238045 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. Received Issued By Date. < Date: l/ Municipality of Anchorage ' Development Services Department -c Building Safety Division " Sti L'fT 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 �k �:^a^eYni)^�ti7� Vii„ s 77' Parcel I.D. 0l —` (3 L,1�-LlLlLl-w ��7-vl3q Property owner(s) DEBBIE PLESSINGER Day phone 830-9228 Mailing address PO BOX 231833 -ANCHORAGE.,AK Site address Zip Code 99523-1833 is'lUc K Legal description (Sub'd, Block & Lot) GREENBROOK SUBDIVISION; Leff 3 Legal description (Township, Section & Range) AND T12N, RX SEC. 26 E2 NE4 NE4 NW4 Lot Size-..? -3'i% 04 5 Sq. Ft. Number of Bedrooms 4 THIS APPLICATION IS FOR ( ®all that apply): THIS APPLICATION IS AN: Absorption Field ® Initial Septic Tank ® Upgrade ❑ Holding Tank ❑ Renewal ❑ Privy ❑ Private Well ❑ Water Storage ❑ 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. Permit/Rush Fees c C Date of Payment: •_ 1 1 �7 r Receipt Number: (Rev. 11/05) Waiver Fees: Date of Payment: Receipt Number: GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS July 20, 2010 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Street P.O. Box 196650, Anchorage, Ak 99519-6650 (907) 343-7904 Ref: Proposed Septic System for Greenbrook Subdivision; Lot 3, and T12N, R3W, Section 26, E2, NE4, NE4, NW4. To whom it may concern: The proposed 4 bedroom house to be located on Greenbrook S/D; lot 3 is to be served by the existing Class "A" water system and a private septic system. Multiple test holes were excavated on lot 3 and no suitable soils were found on-site. The property to the west of lot 3 (T12N, R3W, Section 26, E2, NE4, NE4, NW4) is owned by the same property owner and two test holes were excavated on this property. Test Hole #4 was found to be suitable for a septic system, but will require the use of an advanced wastewater system. We are proposing that the house be located on lot 3 and the septic system to be located on T12N, R3W, Section 26, E2, NE4, NE4, NW4. The owner will be required to grant an ingress/egress sewer easement for the proposed design. We are proposing to utilize the Quanics Aerocell system for this property which will require the installation of a 1500 gallon STEP tank and dual 5 -wide trench type drainfield with a MOA approved sand filter. The drainfield will be designed around the 30 foot radius of this test hole #4. Upon your approval of the proposed design, the owner will be required to have the ingress/egress easement recorded at the State of Alaska Recorders Office. 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. Test holes #1, #2, and #3 were found to be unsuitable; however, test hole #4 had suitable soils for an on-site absorption system. A percolation test was performed between 1.5 to 2.5 feet and had a percolation rate of <1 minute/inch. The groundwater was found to be at 3'-10" below the ground surface. We are proposing that the drainfields be excavated to a depth no more than 1.5 feet deep, removing all organics, and having four feet plus (4'+) of MOA approved sand filter installed. This will give us a 6.3 feet separation distance to the groundwater reading taken 7/25/2006. Based upon this information, the proposed design meets the MOA policy regarding groundwater separation distances. 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; however, both properties have classified wetlands on property. Attached is a jurisdictional delineation map which shows the wetland areas. Prior to any construction, the owner or contractor shall have the wetland area flagged/staked by the Corp of Engineers or the 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507-1259 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.gamessengineering.com MOA wetlands department to insure the septic system or house is not placed or effect the wetlands. The owner will be responsible for any wetland permits required for this installation. 4. TOPOGRAPHY: As can be seen on the attached design drawing, the average topography in the proposed drainfield area is a 1 to 10 percent slope running approximately east to west. There are no cutbanks or slopes greater than 50 feet downhill from the proposed drainfields. In short, there are no slope concerns. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your assistance. , P.E., M.S. NOTE. Attached is a site plan drawing, a design drawing, two detail drawings, and four soil logs, 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 GARNESS ENGINEERING GROUP, Ltd. eCONSULTANTS & GENERAL CONTRACTORS;: September 28, 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: Response to Comments for Greenbrook Subdivision; Lot 3 To whom it may concern: The following is our response to your comments for the referenced property: 1. The Ingress/egress agreement is to be filed with the state before the permit is issued. — A copy of the recorded ingress/egress easement has been supplied to your department. 2. Please submit the wetland permit. — A copy of the wetlands permit is attached along with a delineation map supplied by the COE. 3. Letters ofnon-objection required for the sewer line going through the utility easements. - Letters of non -objection have been obtained and supplied to the right-of-way department. 4. There is not 2' of unsaturated acceptingsoils. — As of 8/10/2010, there was 2.5 feet of unsaturated accepting soils. However, based upon the MOA's new interpretation of their own policy, we are now required to account for a 2 foot rise in groundwater levels from this reading which would result in all the insitu receiving soils being saturated. We are proposing to remove the organic layer and build up the drainfield with 4 feet of MOA approved sand in order to meet the separation distance to the anticipated high season groundwater. We request a waiver to the MOA policy that requires there be 2 feet of unsaturated insitu receiving soils, and request the MOA allow the system to be placed with classified fill (MOA sand filter). We are unaware of any adverse effects this waiver would have on adjacent wells or septic systems. We are also using an advancod wastewater sy tem for this system. Based upon these mitigating factors, it is our opinion that the waive should be granted. .E., M.S. 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507-1259 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.gamessengineering.com HUFFMAN ROAD ROBIN HILL S/D: LOT 2, BLOCK 1 WELL AND SEPTIC SYSTEM ON WEST SIDE OF LOT ROBIN HILL S/D: LOT 3, BLOCK 1 WELL AND SEPTIC SYSTEM ON SOUTH SIDE OF LOT ZOBIN HILL S/D: OT 1A, BLOCK 1 TEST HOLE LOCATIONS\I �REA;1A �GREENBROOK �PGp APPROXIMATE LOT 11, BLOCK 2 �PnCGREEi i �PTIC AR' / lOT PROPOSED 120'x80' SEWER) EWE Iii I 200' CLASS A I GREENBROOK S/D: S`RE EASEMENTR i WELL RADIUS LOT 1, BLOCK 5 ALTERNATE SITE �REA;1A �GREENBROOK S/D: LOT 11, BLOCK 2 �PnCGREEi i �PTIC AR' / lOT PROPOSED 120'x80' SEWER) EWE Iii ' • `�"T�`F S`RE EASEMENTR -A _ ri'3 GREENBROOK S/D: LOT 9, BLOCK 2�P02 1T#2 #1 GREENBROOK S/D: f, LOT 8, BLOCK 4 f PROPOSED SE i PROPOSED (SEE DESIGN PAGE 2 OF 4) i 4 BEDROOM I% HOUSE GREENBROOK i , S/D: LOT 3 �F GREENBROOK S//D:` \ LOT 7, BLOCK 4 ---------------------------- I i i GREENBROOK S/D: ROBIN HILL S/D: LOT 6, BLOCK 2 LOT 4, BLOCK 1 I I A i i �REA;1A �GREENBROOK S/D: LOT 11, BLOCK 2 �PnCGREEi i �PTIC AR' / lOT ROBIN HILL S/D: i GREENBROOK S/D: i LOT 26, BLOCK 2 �`-1 LOT 1 B, BLOCK 1 - - GREENBROOK S D: LOT 25, BLOCK 2 GREENBROOK S/D: LOT 12A, BLOCK 2 ` Ow 10 F°n�� p�•`C�.. r .9400 RNESS ENGINEERING GROUP, Ltd. 4 CONSULTANTS & GENERAL CONTRACTORS . • . F- TUDOR ROAD. SWE 01 - ANCHOPONGE, AK - PHONE (907)337-6179 - FAX (907)338-3246 701 E1SINGER 7 rr ONE NUMBER: � UMBER: .. • EBSM ffr� � PREPARED FOR: 1 OF 4 A�� sS: DEBBIE LP LEGAL DESCRIPTION: GREENBROOK SUBDIVISION; LOT 3 DRAWN BY- oaOA�'s E-70m� AND T12N, R3W, SEC. 26, E2, NE4, NE4, NW4 J.L.M. 044Q,a ...�53 Lo a 1 •`�ooG TYPE OF WORK: DATE: QPr, fep000 SITE PLAN FOR PROPOSED SEPTIC SYSTEM 7/20/2010 TEST HOLE LOCATIONS APPROXIMATE PROPOSED DRAINFIELDS (SEE DESIGN CRITERIA AND PAGE 4 OF 4) TH#4 ALTERNATE SITE 120° r,_nos 1_109 / — — — — 0 U 11 I I 1-1 1 I I I I I 80' I I I I I I I LJ LJ LUJ I 1-10% 11-10% TH#3T PROPOSED120° BY 80 SEWER EASEMENT PROPOSED QUANICS 650 AEROCELL UNIT WITH INTERNAL JANDY VALVE° (SEE PAGE 3 OF 4) 1015% 0 U ,dr. JII � I I = O O U U NOTE: THE HOMEOWNER/CONTRACTOR IS RESPONSIBLE HAVING THE SEWER EASEMENT, THE SHARED LOT LINE AND THE 200 FOOT WELL RADIUS FLAGGED BY A REGISTERED LAND SURVEYOR; AND ALSO FOR HAVING ANY WETLANDS STAKED BY THE CORP OF ENGINEERS OR MOA WETLANDS DEPARTMENT (SEE ATTACHED MAP, PRIOR TO ANY CONSTRUCTION. NSTALL FOUNDATION CLEANOUT NOTE: PROPERTY WILL BE \ SERVED BY THE EXISTING CLASS "A" WATER SYSTEM PROPOSED 4 BEDROOM \ HOUSE CLASS "A I f I I I I I I 1 I 1 1 1 1 PROPOSED 1500 GALLON S.T.E.P. TANK WITH QUANICS PUMP AND CONTROLS — (SEE PAGE 3 OF 4) DESIGN CRITERIA: NUMBER OF BEDROOMS: 4 GALLONS PER DAY (GPD): 600 PERCOLATION RATE/S: <1 MIN./INCH ALLOWABLE APPLICATION RATE: 6.0 PROPOSED APPLICATION RATE: 3.0 MINIMUM DRAINFIELD SQ.FT.: 200 UMAIIVrILLU UtJIUN: MAXIMUM DEPTH: 1.5 FEET DEEP (REMOVE ALL ORGANICS) WIDTH: 5 FEET LENGTH: 40 FEET (2 ® 20' LONG EACH) MOA APPROVED SAND FILTER: 4.0+ FEET ACTUAL SQ.FT.: 200 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 N SCALE: 1" = 50' IT GARNESS ENGINEERING GROUP, Ltd. � �� 4 �1 L5+GENERALCONTRACTORS'. 3701 E. TUDOR ROAD. SUITE 101 -ARCaORAGEAK 9907 - PHONE (907)3376179�(907)338-3246 WEBSITE: <,.w..:w_w_._gan i�in..c«°Q�O(�'a �� • ✓PHONENUMBERPAGE NUMBER. DEBBIE PLESSINGER 30-9228 2 OF 4PREPARED FOR. • ° �ffre A� ess: fl LEGAL DESCRIPTION: GREENBROOK SUBDIVISION; LOT 3 DRAWN BY: Q4 s CE -79 3 ceG AND T12N, R3W, SEC. 26, E2, NE4, NE4, NW4 J.L.M. TYPE OF WORK: DATE: 4�Odprofessiono\�o DESIGN OF PROPOSED SEPTIC SYSTEM 7/20/2010 �4�00�000 IKev. uuuo) rP G� X00 NSTALL FOUNDATION CLEANOUT NOTE: PROPERTY WILL BE \ SERVED BY THE EXISTING CLASS "A" WATER SYSTEM PROPOSED 4 BEDROOM \ HOUSE CLASS "A I f I I I I I I 1 I 1 1 1 1 PROPOSED 1500 GALLON S.T.E.P. TANK WITH QUANICS PUMP AND CONTROLS — (SEE PAGE 3 OF 4) DESIGN CRITERIA: NUMBER OF BEDROOMS: 4 GALLONS PER DAY (GPD): 600 PERCOLATION RATE/S: <1 MIN./INCH ALLOWABLE APPLICATION RATE: 6.0 PROPOSED APPLICATION RATE: 3.0 MINIMUM DRAINFIELD SQ.FT.: 200 UMAIIVrILLU UtJIUN: MAXIMUM DEPTH: 1.5 FEET DEEP (REMOVE ALL ORGANICS) WIDTH: 5 FEET LENGTH: 40 FEET (2 ® 20' LONG EACH) MOA APPROVED SAND FILTER: 4.0+ FEET ACTUAL SQ.FT.: 200 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 N SCALE: 1" = 50' IT GARNESS ENGINEERING GROUP, Ltd. � �� 4 �1 L5+GENERALCONTRACTORS'. 3701 E. TUDOR ROAD. SUITE 101 -ARCaORAGEAK 9907 - PHONE (907)3376179�(907)338-3246 WEBSITE: <,.w..:w_w_._gan i�in..c«°Q�O(�'a �� • ✓PHONENUMBERPAGE NUMBER. DEBBIE PLESSINGER 30-9228 2 OF 4PREPARED FOR. • ° �ffre A� ess: fl LEGAL DESCRIPTION: GREENBROOK SUBDIVISION; LOT 3 DRAWN BY: Q4 s CE -79 3 ceG AND T12N, R3W, SEC. 26, E2, NE4, NE4, NW4 J.L.M. TYPE OF WORK: DATE: 4�Odprofessiono\�o DESIGN OF PROPOSED SEPTIC SYSTEM 7/20/2010 �4�00�000 IKev. uuuo) GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS 01 E TUDOR ROAD, SURE 101 - MCHORAGE, AK. 99507 • PHONE (907)337-6179 • FAX: 907)338-3246 • WEBSRE gart�aenginserk SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: T12N R3W SEC 26 E2, NE4, NE4, NW4 PERFORMED FOR: VERN ROBBINS DATE: 6/16/2006 DEPTH (feet) ORGANICS TEST HOLE #4 1 GM/ML 7 8 9 B.O.H. 10 11 12 13 14 15 16 17 18 DEPTH TO GROUNDWATER • ' 'r DRY SOIL CLASSIFICATIONS 7/25/2006 y� on B 1 o zo�D 2 — <1 0" 6- 3 — — 6" _ ORG 3 .� Y SP/GP _ GP ML _ 6 — <1 H I I W I GM CL 4 .:•.__ : GC OL SW MH 5 SP CH SM ,' OH g SC GM/ML 7 8 9 B.O.H. 10 11 12 13 14 15 16 17 18 DEPTH TO GROUNDWATER DATE DRY 6/16/2006 3' 10" 7/25/2006 y� on B 1 o zo�D 2 — <1 SEE ATTACHED SITE PLAN DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 6/19/2006 1 — — 6" _ 2 — <1 0" 6- 3 — — 6" _ 4 — <1 0" 6" 5 — _ 6„ _ 6 — <1 0„ 6„ 19 PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 1.5 FT. AND 2.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES NO SOILS LOGGED BY: SUSAN OSWALT PERCOLATION TEST PERFORMED BY: JORDAN TROISI COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS P R�ORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: �/c 'Tin �000�o D4 GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS 3701 E. TUDOR ROAD. SUITE 101 • AN(:HORAGE. AK. 99507 • F41 E. (907)337-6179 •FAX: 90 • +� . . ........ ........... 7)337— ( 7)336-3248 1YEBSIIE garr�asenginesrirg SOIL LOG - PERCOLATION TEST D LEGAL DESCRIPTION: T12N R3W SEC 26 E2, NE4, NE4, NW4 .J� ey Gar ess.- PERFORMED FOR: VERN ROBBINS DATE: 6 15 2006 s CE— DEPTH --^&01 p (feet) ORGANICS TEST HOLE #31��00000�d�o 1 — SOIL CLASSIFICATIONS 2 o'> GW ORG 3 ML GP ML GM CL 4-- Do 0 0o GC OL SW MH 5 ••: •••• SP SP CH .� �. •.•• SM ,' OH 6 ' ' SC SEE ATTACHED SITE PLAN 7 DEPTH TO DATE 8 GM/ML 9 10 11 DATE READING CLOCK NET TIME WATER LEVEL NET DROP B.O.H. 12 13 3 — g" — 14 15 16 17 18 19 PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4.0 FT. AND 4.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES NO SOILS LOGGED BY: SUSAN OSWALT PERCOLATION TEST PERFORMED BY: CALEB GALL COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PRF RMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: S t D GROUNDWATER 6' 6/16/2006 3'-10" 7/25/2006 6/16/2006 1 — — TIME (MINUTES) READING (INCHES) 6/16/2006 1 — — g" — 2 — 3 0" 6" — 4 — 3 0" 6" 5 — — 6" — 6 — 3 0" 6" v GARNESS ENGINEERING GROUP, Ltd.-., ��0� CONSULTANTS & GENERAL CONTRACTORS ; 14 O ....... .. ....,.... G 3701 E TUDOR ROAD, SURE 101 • ( ;.. 1 .--.--•.."•"" ... Q SOIL LOG PERCOLATION TEST 4 ANCHORAGE, AK. 99507 •PHONE 907 —6179 •FAX. 907)336-3246 1NE65f1E gm�ngineenng.corn + OQ LEGAL DESCRIPTION: GREENBROOK SUBDIVISION; LOT 3, f y Ga ness;• 9. d CE -7 3 4`Q PERFORMED FOR: VERN ROBBINS DATE: 11/23/2004 DEPTH (feet) ORGANICS44��af'rofessiO��oo TEST HOLE #2 ��OOOOp� 1 SOIL CLASSIFICATIONS 2 GM/ML _ mss: GW ORG 3 >>1= GP ML ML 11WI GM CL 4 GC OL m SW MH 5 SP CH SM OH 6 GM/ML SC SEE ATTACHED SITE PLAN 7111111 8 9- 10-1 10 B.O.H. 11 12 13- 14- 15- 16- 17- 18- 19 3141516171819 PERCOLATION RATE 120+ (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 2.0 FT. AND 2.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: ROB CAMPBELL COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WASER ORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: ell, )0 DEPTH TO DATE GROUNDWATER 7.5' 11/23/04 DATE READING CLOCK TIME NET TIME (MINUTES) 4' 11/30/04 11/30/2004 1 3:30 — DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 11/30/2004 1 3:30 — 6 3/4" — 2 4:00 30 6 13/ 16" 0 GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS 3701 E TUDOR ROAD, SURE 101 • ANCHORAGE, AK. 99507 • PHONE (907)337-6179 • FAX: (907)338-3246 • WEM : gmrongi wwing,com SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: GREENBROOK SUBDIVISION; LOT 3, PERFORMED FOR: VERN ROBBINS DATE: 11/23/2004 DEPTH (feet)ORGANICS TEST HOLE #1 1 - ME:::: I ML 2 •-• : GP/SP 3 �. . 4 INN ILIIII 8 9 10 11 12 13 14 15 16 17 18 SOIL CLASSIFICATIONS DEPTH TO DATE GROUNDWATER 4' 1/23/200 2' 1/30/200 SEE ATTACHED SITE PLAN DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 111111111 3:11 - 6" - 2 NNW • 10 'u m 3/4- 0i 3:21 - 100 - 4 3:31 DEPTH TO DATE GROUNDWATER 4' 1/23/200 2' 1/30/200 SEE ATTACHED SITE PLAN DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 11/30/04 1 3:11 - 6" - 2 3:21 10 4 1/4- 3/4- 3 3:21 - 6" - 4 3:31 10 4 3/4" 1/4" 5 3:31 - 6" - 6 3:41 10 4 7/8" 1 1/8" 7 3:41 - 6" - 8 3:51 10 4 7/8" 1 1/8" 9 4:01 - 6" - 10 4:01 1 10 1 4 7/8" 1 1/8" 11 4:11 1 - 1 6" - 12 4:31 1 10 L. 4 7/8" 1 1/8" 19 PERCOLATION RATE 8.89 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 2.0 FT. AND 2.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: ROB CAMPBELL COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS VERfORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 'a/940 0 0 0 ;;�Z 0-212000)-10 .. 4ZZ<or002o> _ m mmmm (nm 00y0{� DD-D� C) �1-Om mm Z� m -40��1m�mm 0 co r- >1 OD�11 2 0G r1� (DD Or- ; 3N Om n DK-+NWW I 1P-iNA N m U O 0 Da) -( 0 0 D D O- I O< om C I m0 Z v no 0 Zm I CZN -_i z �D mo I ON Xcn� OD r C z — mmp I m� _�� LO (n 0 D --i (A T) I D� mom o� --A ,dr- ; om ==o u, i _ I - N C 00m C D c z O Om� r m z m m r o Xr I I OZ� �cn ° m6)r C cu -u Z -i �_ �41 IT1 TTi CNN C Z 'U Z7 2 00 m Z Z (f) 0 m -u m C 0 ;u = Z� mZr I z M5 ;0 mX mm C Ti � < ; �C)m -Tj Ti Om m mr D C C m r0 ZC-0 Z r r n -0r - DOD Nrmm Z®w C .1 0 • � O u u z O rl v N .Z) U1 m - C) (n � C Ci -D C -p O r z Z m c- O) r m cn z �OC m Z -i- 2 O 00 D DDN > W D Km O m x m -<O ?O r <Cr z y z r f7) m� 2 0 D (F Z -t m P r C D • c7 O r O O C Z -i O z oQo6�pp o co 4 y��p DATE:.....l 7/20/2010 DRAW. L.M. LEGAL DESCRIPTION: GREENBROOK SUBDIVISION; LOT 3 Jfi AND T12N, R3W, SEC. 26, E2, NE4, NE4, NW4 GAR ESS ENGINEERING GROUP, Ltd. TYPE OF WORK: o0 9yyi 'E-7953 ess:`��0 CONSULTANTS & GENERAL CON TFACTOFS � DESIGN 0 F Q U A N I C S AER 0 C E LL SYSTEM 3701 E. MOOR ROM. SUITE 101. ANCHORAGE AR. 99507 PHONE (907) 337-8179/FA%: (907) 338 3218 • WEBSOE:--g---gi-4i g— �44e, a `.6 PREPARED FOR: aprofess. 0& PHONE NUMBER: PAGE: �Q DEBBIE PLESSINGER 830-9228 3 OF 4 -10 FEET FEET —5 FEETl r —7 [F -- F —1 m I0 z 1 z I 0 0 m ;o c -n m Z 0 z :1 1 r- 0 z 1 0 10 I 0 c 0 rnI Im L -1 L—/ -J I 0 I r. - :E-:� r M Im 501 Kz -mo il-, -ma p Z 0 M K 0 R P < 'CE > Momr-i o:>* 0 r, QM3 Lo .. -u (nmm p�Oma0 r= 50 0 zo M �M-nq -0 m ZP6 Z mm om 0 --1 z -n ro ru;� . rn Fn > 0 =i 0 z 6 > 0�z -< X > 0 m "a Z* (p 6 m -.4 - �j (A Z 0 85. or -co, ;o C) J.C'Z Z A Q) C� 0 r m y m * mP -0 Z m ** 0 0 o 1A 0),S- + 0 obz 0 m mz m m OZ C: Z m DRAWN BY: 7/20/2010 1 J.L.M. kL DESCRIPTION: GREENBROOK SUBDIVISION; LOT 3 AND T12N, R3W, SEC. 26, E2, NE4, NE4, NW4 OF WORK: GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS &GENERAL CONTFACrORS DESIGN OF QUANICS AEROCELL SYSTEM .3701 E. WDOR ROAD. SM 109. ANCHORMC Ar- 9M7 PROM (907) 337-5179/FAX- (907) 338 3246 - WMM DEBBIE PLESSINGER E NUMBER: 830-9228 4 OF 4 T m Z m f�- > ...... ........ CE; -7953 4-� frofesslo(!-a �o g - 16 , 2010 2 : 2 8 P M G a r n @ s s Engineering Group, L t d - N o , 9 4 5 2 P- 3 ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT MEMORANDUM OF UNDERSTANDING BETWEEN MUNICIPALITY OF ANCHORAGE AND,.�- Cj.e, THIS MEMORANDUM OJJJNDFftSTANDTNG made and entered into as of this Day of A�A, of 20 1 Q, by and betweenK—)e. a herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY." In consideration of the mutual covenants contained herein, the parties to this Memorandum of Understanding agree as follows: 1. ADVANCED WASTEWATER TREATMENT SYSTEMS. Municipality grants permission to Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as (1 -CAM J�L S Ar-,-t.7t e- ? I located at ...S _ f e r,1 6- 0 1 I< Z_ 3 Anchorage, Alaska. 2. Definitions. A. Alteration. Any change to the design or function of an AW WTS that Includes the installation or removal of any parts, components or piece,,; not included in the original construction pen -nit and design. Prior to perfonning any alterations to an AWWTS the owner must obtain a Wastewater Disposal System Construction Permit from the Municipality pursuant to Anchorage Municipal Code (hereinafter, "AMC;") 15.65. B. Certificate of On -Site Systems Approval. An approval by the Municipality ot"existing water and wastewater disposal systems given at the time of property sale and title transfer in accordance with AMC 15,65. Aug 16- 2010 2 : 2 8 P M G a r n e s s Engineering Group, Ltd. No 9 4 5 2 P, 4 These approvals certify that the systems are adequate for the home-, that they support and meet the codes that were in place at the time of'systern construction. C. Damage. Any man-made or natural change in a system that would inhibit the system from performing as designed, D. Maintenance and Repair. The scheduled and as needed replacement of existing parts, components and pieces of an AWWTS' that were included in the original design which would allow the AWWTS to continue to perform as designed, E, Permit (Construction) An On -Site Wastewater Disposal System Construction Pen -nit as defined by AMC 15.65. K Permit (Operating) An Advanced Wastewater Treatment System Operating Permit. An annual permit, issued by the Municipality, that allows the Owner to operate an AWWTS, upon meeting all the requirements of this agreement, the conditions of Operating Pen -nit, the requirements of the On -Site Wastewater System Construction Permit and all relevant provisions ot'AMC 15.65 I Fee. Owner shall pay to Municipality an annual fee of ($ Q .00), payable on or before the issuance of the operating permit and annually thereallcr. The annual fbc is due on or before the anniversary date ofthc approval by the Municipality of installed system. 4. Terin. The term of this Memorandum of Understanding, shall be for the life of the AW'W'I"S. Aug,16, 2010 2:2M Garness Engineering Group, Ltd, Ho,9462 P. 5 The term begins on the date of approval by the Municipality of the installed system and shall continue while the AWWTS system is in use or operational or until the property is sold or title is transferred by owner and a new certificate of On -Site approval is issued to the new owner or transferee of the property, 5. Alterations, Installation and Removal of Additional Equipment. Owner agrees not to make any alterations, removal of parts or additions to the AW WTS without a Construction Permit from the Municipality. 6. Maintenance and Repid . A. Throughout the term of this Memorandum of Understanding, the Owner shall maintain AWWTS in good repair. In addition, it shall be the responsibility of' the Owner during the teen of this Memorandum of Understanding, and any extensions or renewals thereof.. at the owner's sole expense, to pay for any and all: (1) repair(s), (2) maintenance, (3) adjustment(s), (4) replacement costs., and (5) inspection costs, Further, Owner agrees to comply will all applicable ordinance, laws, regulations, rules and orders for the A W WTS'. B. Owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the systern pursuant to the terms and conditions contained in the Owner's AWWTS Operating Permit. This schedule shall be submitted to the Municipality annually upon the renewal of the permit. The schedule of maintenance and repair contained in the Owner's AWWTS Operating Permit is: Tuvicems. A YenL1-- C. Owner acknowledges that the line schedule for failing to maintain and repair an AWWTS are codified in AMC 14.60, Aug,16, 2 0 10, 2 : 2 8 P M G a r n @ s s E n g l n e e r I n g Group, L t d , N o , 9 4 5 2 P. 6 D. Owner agrees that only maintenance, repair personnel certified by the Municipality will inspect and make any necessary maintenance, repairs or pen-nitted alterations to the system. K Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS upon 24 hours written notice. F. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of'On-Site Systems Approval. G. Owner agrees that the relevant provisions of the standard specification guidebook for AWWTS is the governing professional guidelines for the construction, maintenance and repair of the Owner's AWWTS. 7. Nonwaiver. The failure of either party at any time to enforce a provision of this Memorandum of Understanding shall in no way constitute a waiver of the provisions, nor in any way effect the validity of'thc Memorandum of Understanding or any part hereof, or the right of such party thereafter to enforce each and every provision hereof. 8. Amendment. A. This Memorandum of I Jnderstanding shall only be amended, modified or changed by a writing, executed by authorized representatives of the parties, with the same formality of this Memorandum of Understanding was executed and such writing shall be attached to this Memorandum of Understanding as an amendment. B. For the purposes of any amendment modification or change to the terms and conditions of this contract, the only authorized representatives of the parties are., A u g , 16 - 2010 2 : 2 8 P M G a r n e s s Engineering G r o u P , L t d - H o , 9 4 5 2 P. 7 Owner; Anchorage., Purchasing Officer C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. 9. Jurisdiction: Choice of Law. Any civil action arising from this Memorandum of Understanding ,,hall be brought in the Superior Court for the Third Judicial District of the State orAlaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Memorandum of Understanding. 10. Severability, Any provisions of this Memorandum of Understanding decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Memorandum of Understanding. QWNEF • ---- ---------- Date: STATE OF ALASKA THIRD JUDICIAL DISTRICT MUNICIPALITY: By - Title: Date: The foregoing inStrL11-nenL was acknowledged before me this Ako 20 Q by ........... �,F NOTARY N OTAIi Y PUBLIC FOR ALASKA PUBLIC.* My Commission expires; F Wockenfuss, Deborah M. From: Tose, Leslie W POA [Leslie.W.Tose@usace.army. mil] Sent: Friday, October 01, 2010 1:36 PM To: Wockenfuss, Deborah M. Cc: DEBORAH PLESSINGER Subject: RE: Scanned Document Hi Deborah, I reviewed the plans and cross section for Debbie Plessinger's septic system. Debbie is well within the 0.50 acre wetlands impact limit for her NWP 29 permit, authorized for the purpose of residential development. The proposed 80' x 120' footprint for the septic system is acceptable. I am placing this email and the engineering plans in her file. Sincerely, Leslie Tose -----Original Message ----- From: Wockenfuss, Deborah M.[mailto:WockenfussDM@ci.anchorage.ak.us] Sent: Friday, October 01, 2010 12:34 PM To: Tose, Leslie W POA Subject: FW: Scanned Document Leslie, Enclosed is the profile view of the proposed septic system. If you need anything else, let me know. Approval from the Corp is the only thing holding up her onsite permit, so when I get something from you saying the 80' by 120' footprint is ok, Ms Plessinger can get going! Thanks for your help. Deb Wockenfuss Onsite Water/Wastewater Department Municipality of Anchorage 343-7906 1 CC- 2010-U43']Ry-O A Recording Dist- 301 - Anchorage III IIII IN III INGRESS/EGRESS EASEMENT A GRANT of easement is made this 10day of September, 2010, between, Sylvan LLC, P.O. Box 231833 Anchorage, AK 99523 hereinafter referred to as Grantor, and of Sylvan LLC, P.O. Box 231833, Anchorage, AK 99523, hereinafter referred to as the Grantee. WHEREAS, the grantor is owner of both the following described parcels of Real Property; Se&oarcC Merie1161) The Northwest one-quarter (NW 1/4) of the Northeast one-quarter (NE 1/4) of the East half (E1/2) of Section 26, Range Three West (R3W), Township Twelve North (T12N), all within the Anchorage Recording District, Third Judicial District, State of Alaska, hereinafter, "Parcel 1 (one)", And Block Three (3), Greenbrook Subdivision, Anchorage Recording District, Third Judicial District, State of Alaska, hereinafter, "Parcel 2 (two)", WHEREAS, for the benefit of Parcel 2 (two), Grantee needs the use of a certain portion of the grantor's other Parcel 1 (one) land for the sole purpose of ingress and egress to Grantor's Parcel 1 (one) for the purpose of maintaining a private septic system to be situated on Parcel 1 (one), Grantor and Grantee agree, in consideration of $1.00 (one dollar and no cents) and other good and valuable consideration, the receipt of which by Grantor is hereby acknowledged, hereby grants to the Grantee an easement for the purposes defined herein, NOW, this grant witnesseth that in return for said specified consideration paid by the Grantee to the Grantor, the GRANTOR HEREBY GRANTS unto the Grantee, its heirs and assigns, full and free right to maintain a private septic system upon a portion of Grantor's Parcel 1 (one) at any location within the bounds of Parcel 1 (one); once the septic system is installed, the boundaries of said septic leach field, drain pipes, or other below -surface installation required by any applicable state or local reg',•la ions regarding residential septic systems snail be Iixed and define the boundaries of this grant of easement. Page 1 of 3 This Grant of Easement is intended to be appurtenant to Grantee's above-described land and touches, concerns and runs with said lands., This is not intended to be an exclusive easement: Grantor herein expressly reserves unto itself equal rights of ingress and egress and all other rights as owner of both the described premises. In the event any successor party other than the hereinabove -named Grantee or Grantor owns either parcel of land described in this document, and a dispute or disagreement arises under or in any way concerning this instrument, it shall be submitted for resolution to the process of binding arbitration in accordance with the Alaska statutes made and provided for said arbitration. The jurisdiction of the Arbitrator shall commence 60 days from the onset of the dispute and shall operate to toll all applicable Statutes of Limitation. IN WITNESS WHEREOF the Grantor and Grantee have hereunto set their hands the day and year above written. SYLVAN LLC, Grantee By Deborah P,l(�Ainger, its President STATE OF ALASKA THIRD JUDICIAL DISTRICT THIS IS TO CERTIFY that on this day of September 2010 before me the undersigned, a Notary Public in and for the State of Alaska, duly commissioned and sworn, personally appeared Deborah Plessinger to me known to be the persons described in and who executed the above and foregoing instrument, and acknowledged to me that they signed and sealed the same freely„fid voluntarily for the uses and purposes therein mentioned. WIT •m*y1 SYLVAN LLC, Grantee XA- Byeborah essinger, its President STATE OF ALASKA THIRD JUDICIAL DISTRICT THIS IS TO CERTIFY that on this day of September, 2010 before me the undersigned, a Notary Public in and for the State of Alaska, duly commissioned and sworn, personally appeared Deborah Plessinger to me known to be the persons described in and who executed the above and foregoing instrument, and acknowledged to me that they signed and sealed the same freely and voluntarily for the uses and purposes therein mentioned. WITNESS nM,and official seal the day and year in this certificate first above written. �\\\N`\`PNL ' NOTARY PUBLIC\ OII11111 arai'umg'd Notary Public in and for Alaska My commission expires N -C J %f l c�� iIWIIVIiNIVIYIIVI�U 2010-043789-0 Municipality of Anchorage On -Site Water & Wastewater Program (907) 343-7904 lr,£L bF E3. s- s:. CERTIFICATE OF ON-SITE SYSTEMS APPROVAL Parcel I.D. 017-431-21 Expiration Date: 1. GENERAL INFORMATION Complete legal description GREENBROOK BLOCK 3 Location (site address) Current Property owner(s) Mailing address Real Estate Agent 6600 HUFFMAN ROAD *ANCHORAGE, AK SYLVAN LLC. (DEBBIE PLESSINGER) Day phone PO BOX 231833 *ANCHORAGE, AK 99523 2. TYPE OF DWELLING: Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY: Day phone 830-9228 TYPE OF WASTEWATER DISPOSAL: Individual Well ❑ Individual On-site 0 Individual Water Storage ❑ Individual Holding tank ❑ Community Class A Well 0 Community On-site ❑ Public Water System ❑ Public Sewer ❑ WaiverAfariance request for. n/o Distance: — Received by: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $_ Date of Paymerr Receipt Number COSA # Date: Waiver Fee $ _ Date of Paymerr Receipt Number Waiver # 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seat 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. 1 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 GARNESS ENGINEERING GROUP, Ltd. Phone Address 3701 E. TUDOR ROAD, SUITE 101 * ANCHORAGE, AK 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Engineer's Comments: In conducting this evaluation, GEG, UD. attempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DSD Guidelines & Regulations. The reported results described the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soils condition, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. GEG, LTD. can therefore not provide any warranty or future estimate of how long the system will continue to meet the operational requirements of the ADEC or MOA DSD. The content of this report is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any other person or party is not authorized, nor will it confer any legal right whatsoever. 6. DSD SIGNATURE I� System #1 Approved for 1� bedrooms. System #2 Approved for bedrooms. Disapproved. 337-6179 Date 9/2 / f V - ...y�ptr7e+� Aarn4s:. Conditional approval for bedrooms, with the following stipulations: ✓SFr -7953V,' j. Z f d l'ro f esslo�o�� Original Certificate Date: -! -2 - e The 42enicolity or Anchorage Develop, emt 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. ATTCHMENTS: COSA Checklist Septic System Advisory Well Flow Advisory rRa lime) Nitrate Advisory Arsenic Advisory Other Municipality of Anchorage On -Site Water &Wastewater Program (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL Parcel I.D. 017-431-21 Expiration Date: (_ / — 1 — / S 1. GENERAL INFORMATION Complete legal description Location (site address) Current Property owner(s) Mailing address Real Estate Agent 2. TYPE OF DWELLING: GREENBROOK BLOCK 3 6600 HUFFMAN ROAD *ANCHORAGE AK SYLVAN LLC. (DEBBIE PLESSINGER) Day phone PO BOX 231833 *ANCHORAGE AK 99523 M Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) Day phone 830-9228 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ❑ Individual On-site 0 Individual Water Storage ❑ Individual Holding tank ❑ Community Class A Well E Community On-site ❑ Public Water System ❑ Public Sewer ❑ Received by: COSA to be released to the U;.J,^r(� s unless otherwise requested by the engineer. Date: Z 12 1 1) � COSA Fee $ (o5 a 00 l�� lsk Waiver Fee $ Date of Payment alai Iia i Date of Payment Receipt Number 01 �65-G� Receipt Number COSA# 052,127IIP—I�A Waiver# 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixedhereto and as of the validation date shown below, 1 verify that my investigation, baser on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the bn4te water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. 1 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 GARNESS ENGINEERING GROUP, Ltd. Phone 337-6179 Address 3701 E. TUDOR ROAD, SUITE 101 * ANCHORAGE, AK 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Date 2'/70/13 Engineer's Comments: In conducting this evaluation, GEG, LtD. attempted to provide a thorough, 0oo600p04 conscientious engineering analysis of the system in accordance with ADEC and MOAo ! OF q.��4p4 DSD Guidelines & Regulations. The reported results described the performance of the �OP� . S DO system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and Q /'' T septic systems depend on the local soils condition, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Satisfactory test • • �.—+./ results do not guarantee future performance of the system, nor do they guarantee that QQ ;A rey Ar Gayness: there are no hidden defects or encroachments. GEG, LTD. can therefore not provide 9.v C 793 e° any warranty or future estimate of how long the system will continue to meet the �p4f®' '20�( operational requirements of the ADEC or MOA DSD. The content of this report is for �0"ap 710 o\ o� the sole benefit of the owner listed above. Any reliance upon or use of this report by any 4444000�� other person or party is not authorized, nor will it confer any legal right whatsoever. 6. DSD SIGNATURE ```\\�`�\QP��(Y tGF(ANCyOii��r' System #1 Approved for bedrooms. ` J2 p(V_SITE :_ System #2 Approved for bedrooms. WATER AND m WASTEWATER o Disapproved. PROGRAM Conditional approval for Y bedrooms, with the following 'o The Municipality or Anchorage Develop,emt Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the represenatations 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. ATTCHMENTS: COSA Checklist % Nitrate Advisory Septic System Advisory Arsbnfc Advisory Well Flow Advisory Other By: Original CertificateDate:'r'2- / (Rev. 11105) If more than 1 septic system is on the lot: COSA Checklist # _of_ Structure served by this system Certificate of On -Site Systems Approval Checklist Legal Description: GREENBROOK BLOCK 3 Parcel ID: 017-431-21 A. WELL DATA Well type A If A, B, or C provide PWSID# 210346 Well Log (Y/N) Date completed Sanitary seal (YIN)_ Wires properly protected (Y/N) Total depth ft. Cased to ft. Casing height (abo ound) in. FROM WELL LOG ATI Date of test Static water level ft. Well production g.p.m. WATER SAMPLE RESULT : Coliform colonies/100 ml. Nitrate mg./L. Collected by: Arses ug./L. Date of sample: B. SEPTIC/HOLDING TANK DATA Tank Type/Material STEP/STEEL Date installed 12/8/10 Tank size 1500 gal. Number of Compartments E Cleanouts (Y/N) YES Foundation cleanout (Y/N) YES Depression over tank (Y/N) NO High water alarm (YIN) YES Date of pumping NEW Pumper — C. ABSORPTION FIELD DATA *BELOW FINAL GRADE Date installed 12/8/10 Soil rating (g.p.d./ft`or /bdrm 6.0 System type SHALLOW TRENCH Length 22+21=43 ft. Width 5 ft. Gravel below pipe 0.57/0.60 ft. 215 f -t' Ac Total depth*4.1 1 +/3.49 ft. Eff. absorption area '2� ft' Monitoring tube YES Depression over field NO Date of adequacy test **NEW Results (Pass/Fail) PASS For 4 bedrooms Fluid depth in absorption field before test = in. Water added =gal. New depth =in. Elapsed Time: = min. Final fluid depth in. Absorption rate >= 600+ g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) NONE If yes, give date **HOUSE WAS COMPLETED RECENTLY. NO WATER HAS BEEN INTRODUCED INTO THE SEPTIC SYSTEM UNTIL 2012. D. LIFT STATION Date installed 12/8/10 "Pump on" level at TIMER in. Datum BOTTOM OF TANK E. SEPARATION DISTANCES Size in gallons 1500 Manhole/Access (Y/N) YES "Pump ofl level at TIMER in. High water alarm level at 46 in. Cycles tested NEW Meets alarm & circuit requirements? YES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tanknift station on lot Absorption field on lot Public sewer main Sewer /septic service line areas On adjacent On adjacent lots manhole/cleanout Holding tank Manure/animal excrete storage areas SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 5'+ Water main 10'+ Wells on adjacent lots 200'+ Water service line 10'+ Surface water 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Properly line 10'+ Building foundation 10'+ Water main 10'+ Water service line 10'+ Surface water 100'+ Driveway, parkingtvehicle storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 200'+ F. COMMENTS G. ENGINEER'S CERTIFICATION 1 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 JEFFREY A. GARNESS Date Z/20/9 (Rev. 11105) PLAT NO. 74-147 GREENBROOK SUBDIVISION BLOCK 3 238,045 S.F. HUFFMAN ROAD S 89°56'39"E 149.95' RAVEL DRIVE 0 a O N W N M O o WELL z 0 SHED SEPTIC a SYSTEM • i� u, m 43.8' . b 22 SHED � ON Wm 0 36.8' E 1/2 NE 1/4 NE 1/4 NW 1/4 $ 201,300 S.F. IJ GASTALDI LAND SURVEYING, LLC JEFF A. GASTALDI, R.L.S. 2000 E. DOWLING RD., SUITE 8 ANCHORAGE, ALASKA 99507 PHONE 248-5454 crlD 2838/2839 F.B. 12-07 DATE 12/21/2012 JOB NO. GBS3 c 0 3 N No Q O O Z 30, A KEY BO% GREENBROOK SUBDIVISION BLOCK 3 I HEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY DEPICTED ABOVE AND THAT NO ENCROACHMENTS EXIST EXCEPT AS INDICATED. IT IS THE RESPONSIBILITY OF THE OWNER TO DETERMINE THE EXISTENCE OF ANY EASEMENTS, COVENANTS OR RESTRICTIONS WHICH DO NOT APPEAR ON THE RECORDED SUBDIVISION PLAT. UNDER NO CIRCUMSTANCES SHOULD ANY DATA HEREON BE USED FOR CONSTRUCTION OR FOR ESTABLISHING BOUNDARY OR FENCE LINES. ANCHORAGE RECORDING DISTRICT, ALASKA NOTE: NO CORNERS SET THIS DATE. gph 82 k 6yp,0p �NG1,pPN BUILDING DETAIL SCALE: 1 "=30' R=20.00' L=31.78' 1t1=100'