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CHUGACH PARK VIEW LT 34
ach '�'`" '" a-,`." myf � �!'��-: ��; � ori�. � �p ,��'. �: z �.^*§+� `fix 7 a.,aks.a`' � r`�' t*, �.,3�t� f Municipality of Anchorage Community Development Department AUG 16 2015 Page 1 of 3 On -Site Water & Wastewater Program 4700 Elmore St. -P.O. Box 196650 Anchorage, AK 99519-6650 -http://www.muni.org/onsite (907)343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP171166 PID Number. 090-042-34 ® New ❑ Upgrade Name: MEREDITH &DANIEL GUTIERREZ ABSORPTION FIELD I NORTH & SOUTH Address: ❑ Deep Trench ® Shallow Trench ❑ Bed ❑ Mound NHN LEDYARD CIRCLE *INDIAN, AK ❑ Other Phone: No. of Bedrooms: Soil Rating: Total Depth from original grade: (907) 744-6544 4 *3.0 GPD/Sq. Ft 1.5 & 1.5 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade: Gravel depth beneath pipe: SEE DWG. Ft. 0.54 & 0.54 Ft. Subdivision: Block: Lot: Fill added above original grade: Gravel length: CHUGACH PARK VIEW - 34 SEE DWG. Ft 30 & 30 (60 TOTAL) F, Owns Ip: anger section: _ Gravel width: Beds Number of lines: Distance between lines: 5 & 5 Ft. Ft. SEPARATIONDISTANCES Total absorption area: Number of trenches: Dist. between trenches: To Septic Absorption Lift Holding Public/Private From Tank Field Station Tank Sewer Lines 300 So. Ft 2 10'+ Ft. Well *501+ *50'+ *50'+ 25'+ TANK ❑ Septic ® S.T.E.P. ❑Holding ❑ Other Manufacturer. Capacity: Surface water *50'+ *50°+ *50'+ ANCHORAGE TANK 1500 Gal. Material: Number of compartments: Lot Line 5'+ 10'+ 5'+ - N/A EPDXY COATED STEEL 2 Foundation 10'+ 10'+ 10'+ PER ANCHORAGE TANK WELDING "SEE ATTACHED DRAWING LIFT STATION FROM ANCHORAGE TANK AND WELDING Curtain Drain NONE KNOWN Manufacturer. Capacity: ORENCO **VARIES Gal. "Pump on" level at: "Pump off' level at: High water alarm at: Remarks: TOP OF TANK INSPECTED BY MOA ONSITE EMPLOYEE TIM ECKLUND *32 *22 *36 ON 6/13/2018; SWITCHED FROM GRAVITY TO PRESSURE DISTRIBUTION Pump Make & Motlel: Electrical Inspections pertonned by: VERBALLY APPROVED BY DEB WOKENFUSS ON 6/12/2018. PF2002 ADAM ELECTRIC LLC. (SEE ATTACHED) DRAINFIELD LOCATION OUTSIDE OF T.H.#2 RADIUS VERBALLY APPROVED BY DEB WOKENFUSS *CAT III ADVANCED TREATMENT PIPE MATERIAL House to tank D3034 Tank to D1785 drainfield Installer A+ HOME SERVICES, LLC. Drainfield D1785 CO/MT D3034 Inspector GEG, Ltd. BENCH MARK (Assumed elevation) Inspection 99'81 Ft. Dates: 1 St 6/13/2018 2nd 6/13/2018 Location and Description: 3rd 6/13/2018 4th 6/13/2018 TOP OF MANHOLE ON PUMP VAULT ENGINEER'S EAL Community Development Department Approval ooOF EAL Conditional approval: Date: �....:.................. ...0� y Garn e s: - f @ CE -79 0 O Approved: i�1'PiC�'� r iyZc'Ll Date: g ��/ U� e01P / �o\ o pp = rofesslo / y #AECC 84 o� Inspection Report _1-1-12.doc PERMIT NUMBER: PARCEL ID NUMBER: OSP171166 RECORD DRAWING 090-042-34 FA �e , 1\ A B C FCO 33.2 5.2 20.4 ST1 52.8 24.7 40.0 MH1 56.1 30.9 47.9 MH2 57.5 33.4 51.0 MT1 58.8 39.0 60.0 MT2 67.6 52.7 75.0 MT3 53.3 53.5 79.1 MT4 38.6 37.5 63.1 FA �e , 1\ e e :. DRIVEWAY y •4.i NEW 4 BEDROOM HOME GARNES S ENGINEERING ; ENGINEERING 7, SALES: CONSULTI 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE. AK 99507 • PHONE (907) 3376179 • FAX (907) 338-3246' WEBSITE: vry gi PREPARED FOR: PHONE NUMBER: MEREDITH LEUCK & DANIEL GUTIERREZ 1 907-744-6544 LEGAL DESCRIPTION: CHUGACH PARK VIEW; LOT 34 TYPE OF WORK: SEPTIC SYSTEM RECORD DRAWINGS C N1El� Rp,D1US I 100' I I I NEW AX -20 PO, i / I EW 1500 GALLON EPDXY COATED STEEL SEPTIC TANK PUMP VAULT NEW DRAINFIELDS GROUP, Ltd PAGE NUMBER: 2OF4 DRAWN BY: D.J.G. DATE: 8/26/2019 ..��oa\\\ %11v o0 AV *. .*# .....::....4 . ......................... 0 ..... ... .......... .............. i �. • e y A. ss W i # C -795 �7zz-i 46 LICENSE•011ROFESS� • #AECC884 1YAlms0* / PERMIT NUMBER: RECORD DRAWING PARCEL NUMBER: OSP 171166 090-044 2-34 FINAL GRADE = 99.17-99.60 NORTH (APPROX. 0.02' SHY ON COVER) SOUTH FINAL GRADE = 99.46-99.86 TH#2 MT ORIGINAL GRADE @ HIGHEST POINT = 97.88 TH#2 ORIGINAL GRADE MT O° 2" INSULATION PER HIGHEST POINT = 97.88 2" INSULATION PER CONTRACTOR CONTRACTOR FILTER FABRIC FILTER FABRIC °o o° °o 0 0.54' INVERT OF PIPE = 96.92 :E54� INVERT OF PIPE = 96.92 8 ^., TOP OF SAND FILTER = 96.38 :, } .; TOP OF SAND FILTER = 96.38 :• jam• _lZ g BOTTOM OF EXCAVATION = 95.38 BOTTOM OF EXCAVATION = 95.38 g —� 5 -FEET 5 -FEET ° °o 10'+ o° °o ° DISTRIBUTION LINE IS 1.25" o PVC WITH 0.25" HOLES DRILLED 36" ON CENTER RELATIVE ELEVATION @ BOTTOM OF T.H.= 88.88; RELATIVE ELEVATION @ GW AT 92.08 ON 6/12/2018 BOTTOM OF T.H.= 88.88; GW AT 92.08 ON 6/12/2018 OF ot ���oa�a X11 • I GARNESS ENGINEERING GROUP Ltd .... '''. 3701 E. TUDOR ROAD, SUITE 101'ANCHORAGE, AK 99507 'PHONE (907) 3376179 -FAX (907)338 -3246 -WEB SITE: x gamessengineenng com � :..� ,/„ • ,,,,,,,, � � PREPARED FOR: PHONE NUMBER: PAGE NUMBER: '�lgffre• . Ga SS C t— v MEREDITH LUECK & DANIEL GUTIERREZ 907-744-6544 3 OF 4 ���'i j/ C -795 �\� o LEGAL DESCRIPTION: DRAWN BY: ��• �• 6 1 6�• CHUGACH PARK VIEW; LOT 34 D.J.G. P J TYPE OF WORK: DATE: ���• �•pROF"• S\O, ` :O e1 SEPTIC TANK PROFILE 11/12/2018 # ECC 84,11,�� PERM T NUMBER OSP171166 RECORD DRAWING FINAL GRADE ELEVATION = ELEVATION AT TOP OF TANK = 95.87 ELEVATION OF INVERT = 95.29 ANCHORAGE TANK 1,500 GALLON S.T.E.P. TANK (RATED FOR 6 FOOT BURIAL AND EPDXY COATED) ELEVATION AT TOP OF POD = 99.69-99.82 ANCHORAGE TANK & WELDING DISCHARGE PUMP BASIN WITH ORENCO COMPONENTS — TO DRAINFIELD ADVANTEX AX20 POD PASSIVE AIR VENT (TYP) ANCHORAGE TANK 1500 GALLON S.T.E.P. TANK (EPDXY COATED) GARNESS ENGINEERING GROUP, Ltd --- — FN .'INFFRIN ,-SA- FN FSa r�NS I TINT TIN --- 3701 E. TUDOR ROAD, SUITE 101 *ANCHORAGE, AK 99507' PHONE (907) 337-6179' FAX (907)338-3246 ' WEBSITE: www.gamessengineennl PREPARED FOR: PHONE NUMBER: PAGE NUMBER: MEREDITH LUECK & DANIEL GUTIERREZ 1 744-6544 4 OF 4 PROJECT/LEGAL DESCRIPTION: DRAWN BY: CHUGACH PARK VIEW; LOT 34 D.J.G. TYPE OF WORK: DATE: �, RECORD DRAWING PROFILE 11/12/2018 PARCEL ID NUMBER: 090-042-34 ELEVATION AT TOP OF MANHOLE = 99.37 2" HIGH DENSITY INSULATION ELEVATION AT TOP OF TANK = 95.88 To whom it may concern, Adam Electric LLC (907) 792-9239 801 E 82°d Ave Unit B 13 Anchorage, Alaska Contractor License # 117426 An electrical inspection was conducted on August 8, 2019 at 210 Ledyard Cir in Indian, .Alaska. This inspection was conducted upon request by the home owner, Daniel Gutierrez. The inspection consisted of checking all wiring and electrical connections associated with the septic system. The septic control panel is ted by 3 circuits from the electrical panel in the garage. From there the wiring goes underground through PVC at 24" burial depth to the vault located on each holding tank. All electrical connections are water tight and rated for the outdoors. We observed one full cycle of the system and everything is working as it should. Overall conclusion: PASSED Conducted by: Adam Moore, Electrical Journeyman #20120775 Please don't hesitate to call with any questions, CEO Adam Moore Adam Electric LLC ._41 % { fiI 16 U Of v 3821 "E -FRA-,T S1'27'15"W i 15'X15' T&E EASEMENT LOT 35 FO( (R) RE( (M) ME, (C) Ck �N GA` SEE 566 DETAIL "A" cot O WE[ * SEF i�. LOT 34 ® 142,881 S.F. 3.28 ,ACRES ----- ROI c') !f G 4 cf N !r' fj r !i L=40.37"(R) =225.00'(R) A= 10'16'49"(R) '9 V S� ©� -tel =_ =• : . EDGE OF 93.7"- PAVEMENT i- a<CY 4 112.2' CONCRETE t I I BOX CULVERT FtLT®R UNNAMED STREAM 27.84'(R)(C I HEREBY CERTIFY THAT AN ACCURATE SURVE' OF THE FOLLOWING DESCRIBED PROPERTY; CHUGACH PARK VIEW SUBDIVISION LOT 34 WAS MADE ON OCTOBER 11, 2016 AND THAT THE IMPROVEMENTS SITUATED THERECN ARE WITHIN THE PROPERTY L NES AND DO NOT OVERLAP OR ENCROACH ON THE PROPERTY LYING ADJACENT TO THE PREMISES IN OLESTION AND THAT THERE ARE NO ROADWAYS, TRANSMISSION LINES OR OTHER VISIBLE EASEMENTS ON SAID PROPERTY EXCEPT AS INDICATED HEREON. 25.3'X6.4' UPPER LEVEL WOOD DECK 10.0'X4.3' WOOD DECK OF FRANK R. RE! - o � NO. 3252-S a�w ,•� '...Nov. 01, 2018, t ; pROP£SS I ONKL vy' 40 0 80 GRAPHIC SCALE 1"=80' ' 5.0'X5.5' 7 CONCRETE PAD 01 Q��NOp Z�9.0�/ / 2v I+_1 . " �� / 30.0'X10.3' II.I1.II. WOOD DECK DETAIL "A" SCALE: 1"=30' GEGEN E * FO( (R) RE( (M) ME, (C) Ck A GA` ^, ELE L, cot O WE[ * SEF CLE ® MO TOF ----- ROI NOTES 1. EASEMENTS OF RECORD, SHOWN ON THE RECORD HEREON. 2. HOUSE STILL UNDERGOII\ TIME OF SURVEY. FOUNE DECKS, AND SEPTIC SYS OF SURVEY. THIS DRAWING REPRESENTS A MORTGAGE LOCATION THE ASPLS MORTGAGE LOCATION SURVEY STANDARD T -IIS MORTGAGE LOCATION (AS -BUILT) SURVEY 'S A WERE FOUND AT THE TIME THE LOCATION SURVEY A A BOUNDARY SURVEY AND IS SUBJECT TO ANY INA( SURVEY MAY DISCLOSE. INFORMATION CONTAINED HEREON SHALL NOT BE US OR OTHER IMPROVEMENTS. UNLESS GROSS NEGLIGENCE IS DISCOVERED, THE LIA LIMITED TO THE AMOUNT OF FEES. COLLECTED FOR 5 engineers L34 C H U surveyors AS -Bt PREPARED FOR: MEREDITH AND DA; DRAWN BY: WEM ell CHECKED BY: VFS 801 W. FIREWEED LN. #201 JOB NO.: 2017-23 ANCHORAGE, AK 99503 (907)274-5257 SCALE: AS SHOWN .3 6" P 14 F=— On R 0 0 0 2:gTreatment Systems 0 M Orenco Systems ode lb Incorporated ME u'w- mv I PASSIVE AIR Development Services Department Building Safety Division On -Site Water & Wastewater Program `a 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99507 s ., r E r r Mark Begieh vivimmuni.org/onsite Mayor (907) 343-7904 Well Log Permit Number: OSP171166 Date of Issue: 7/28/17 Date Started: 6/27/18 Date Completed: 7/2/18 Is well located at approved permit location? U Yes U No Legal Description: Chugach Park View lt34 G;4456 Property Owner Name & Address: Gutierrez Daniel & Meredith Borehole Data: Depth (ft) Soil Type, Thickness & Water Strata From To stickup 0 2 overburden 2 6 silt & gravel 6 10 wet silt & gravel 10 15 gravel w/ h20 15 20 silt & gravel 20 90 moist silt & gravel 90 102 sand, gravel w/ little h20 102 105 wet sand & gravel 105 125 wet clay w/ gravel 125 136 bedrock 136 220 Water Sample Results: I Arsenic: N I% ug/L �I3I1g Nitrates: 01 3 I mg/L l Total Coliform Bacteria: �� colonies/100m1.. Other Bacteria: '— col/1 OOmL Method of Drilling U air rotary U cable tool Casing type: steel Wall Thickness: .250 inches Diameter: 6 inches Depth: 136 feet Liner Type: Diameter: inches Depth: feet Casing stickup above ground: 2 feet Static water level (from ground level): 90 feet Pumping level: feet after hours pumping gpm Recovery Rate: 3 gpm Method of Testing: airlift Well Intake Opening Type: F] Open End n Open Hole 0 Screened Start 102 feet Stopped 105 feet (x—j Perforations Start feet Stopped feet Grout Type: bentonite Yolumc:granuli Depth: 20' Start 0 feet Stopped 20 feet Pump: Intake Depth 209 feet Pump size 3/4 hp'Brand Name Myers Well Disinfected Upon Completion? 0 Yes 0 No Method of Disinfection: chlorine tablets Comments: Well Driller- Hefty Drilling, Inc. 3540 Akula Dr. Anchorage, AK 99516 Attention: The well driller shall provide a well log to DSD within 30 days of completion. no Development Services Department Building Safety Division �E a On -Site Water 81 Wastewater Program o `'<a 4700 Elmore Road r ' ' P.O. Box 196650 Mark Be9 ich Anchorage, AK 99507 S A F E T Y Mayor www.muni.org/onsite (907) 343-7904 Pump Installation Log Well Drilling Permit Number. l7 it L Date of Issue: 7—)8-12 Parcel Identification Number: Legal Description 0� I_ n /, Property Owner Name & Address: y �q CA L ✓ 6`wl V, a ✓UL V k% & -CZ, �U.✓1 1 � � V ! 1 e✓2 � 1 bo+ `-I G, `iK 5G Pump Installation Date: )1-1(4— /8 Pump Intake Depth Below Top of Well Casing:) () l feet Pump Manufacturer's Name: M� Pump Model: S 5 �V__k Pump Size 3/4 hp Y Pitless Adapter Burial Depth: 1 feet Pitless Adapter Manufacturer's Name: � r. , Pitless Adapter Installer: L, -,/ I C, O Well Disinfected Upon Completion? 0 Yes F No Method of Disinfection: V ` 10.-�.\ A qto S Comments: Pump Installer Name: Inc - V, g{g Dttuut9, ZitC moorage, AX99511 Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. 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 Water & Wastewater System Permit Permit Number: OSP171166 Work Type: WellSeptic Initial Tax Code Number: 09004234000 Site Legal Address: CHUGACH PARK VIEW LT 34 G:4456 Site Mailing Address: Owner: GUTIERREZ DANIEL & MEREDITH Design Engineer: GARNESS ENGINEERING GROUP LTD This permit is for the construction of: 0 Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy Effective Date: Expiration Date Lot Size in Sq Ft: Total Bedrooms: 1„ell t \off Department 7/28/2017 7/28/2018 142881 Q 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 /Z�� CC � f Irl SAH YC)�vl 11� �iA , �b1>1C Received Issued By: Date: Date: g 01-1 4 „t Municipality of Anchorage DC.par tmcwnt P.O. Box 196650 e 4700 Elmore Road Anchorage, Alaska 99519-6650 9 (907) 343-7904 ® Fax (907) 343-7997 http://www.muni.orglOnsite Development Services Division On-Site Water and Wastewater Program **** VARIANCE/WAIVER REVIEW **** Waiver#: OSV171064 COSA#: Permit#: OSP171166 PID#: 090-042-34 Legal Description: Chugach Park View Lot 34 Engineer: Garness Engineering Group Applicant: Meredith Lueck & Daniel Gutierrez Your request for a waiver of the required 50 feet horizontal separation from the absorption field to the excessive slope has been approved. The approved separation distance is 35.0 feet. In addition, your requests for the following waivers are approved: 1) The approved horizontal separation from septic tank and drainfield to surface water is 50.0 feet. 2) The approved vertical separation from drainfield to groundwater is 3.0 feet. 3) No presoak of test hole. See engineer's design narrative and drawings for justifications for granting waivers. This waiver approval applies to the proposed septic tank and fields only. Any other future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. n The affected adjacent property owner(s) have been given a 7 day notice regarding this waiver. n Notarized letter(s) of nonobjection have been received from the owner(s) of the affected adjacent property. M Adjacent properties are not affected by this waiver. Waiver is Granted: X Waiver is not Granted: Date: 7/.00 1-7 Approved by: P-Cte--e-CA � cJJ Name ofvi Re ewer **** VARIANCE/WAIVER REVIEW **** MUNICIPALITY OF ANCHO77 ` ..� - fr'kr NM 3 I� Community Development Department ' - / P, .n, : 907-34 04 Development Services k. 900$4 -7!97 On-Site Water & Wastewater Program s� Mayor Dan Sullivan a c5 On-Site Sewer/Well Permit Application For A Single Family Dwelling Parcel I.D. 090-04-234 Property owner(s) MEREDITH LUECK& DANIEL GUTIERREZ Day phone 907-744-6544 Mailing address NHN LEDYARD CIRCLE*INDIAN,AK Site address NHN LEDYARD CIRCLE`INDIAN,AK Legal description (Sub'd, Block & Lot) CHUGACH PARK VIEW; LOT 34 Legal description (Township, Section & Range) Lot Size Sq.Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DEWELLING: (®all that apply) Initial ® Single Family(SF) Absorption Field ® (w/wo ADU) Upgrade ❑ Septic Tank ® Duplex (D) ❑ Renewal ❑ Holding Tank ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well Water Storage ❑ . N14- THIS APPLICATION INCLUDES A VAR NCE/WAIVER REQUEST FOR: DRAINFIELD TO SLOPES>25%; DRAINFIELD O SURFACE WATER; DRAINFIELD TO GROUNDWATER, PRESOAK OF PERCOLATION TESTHOLE Distance: 35'; 50'; 3';0 HOURS I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP, Ltd. (Signature of property owner or authorized agent) Permit/Rush Fees: 51o,14-316 71 Waiver Fees: 8511 — Date of Payment: (PILI!I Date of Payment: 1,I341 Receipt Number: OLicoiP f3y Receipt Number: omit k Permit No. — O5`DL1 t` ,Io Waiver No. (1D V I OLP ki (Rev.01111) gla,nics GARNESS ENGINEERING GROUP, Ltd "dv--£-" . • CIVIL&ENVIRONMENTAL ENGINEERS July 19, 2017 Municipality of Anchorage Development Service Department On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Ref: Proposed Septic System for Chugach Park View; Lot 34 To whom it may concern: The existing lot is vacant. Per the request of the buyer (Meredith Leuck and Daniel Gutierrez) we are designing a 4 bedroom septic system. We are proposing to install a CAT III system consisting of a 1500 gallon STEP tank, one Advantex AX-20 pod and dual 5-wide type drainfields. We are proposing to excavate down to the GM material (2.5 feet), import MOA approved sand (1 foot) and install a 5-wide type drainfield. Two testholes were excavated on the property and the drainfield is designed within the 30 foot radius of T.H. #2. It should be noted that per the wetlands mapping, there are wetlands on the property. However, per the buyer, the lot was re-assessed and found to have no wetlands on the property (see attached Corp of Engineers report). It should also be noted that although a pump vault after the Advantex system is shown, one may not be necessary. Comments regarding the design are summarized as follows: 1. SOILS: See the attached 2017 logs which show the soil classifications, groundwater monitoring, and the percolation test results. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: There is a creek to the east and to the west of the proposed drainfield. See attached design drawing. 4. TOPOGRAPHY: As can be seen on the attached topography drawing, the average topography around the proposed drainfield is 0-10%. However, there are slopes greater than 25% less than 50 feet from the proposed drainfield. See attached design drawing. 5. WAIVERS: We are requesting that your department issue a variance from the required separation distance of 100 feet from septic system to surface water down to 50 feet. Additionally, we are requesting that your department issue a variance from the required separation distance of 50 feet from the drainfield to slopes >25% down to 35 feet. We are also requesting that your department issue a variance for the percolation 3701 East Tudor Road,Suite 101 *Anchorage,Alaska 99507-1259 Phone: (907)337-6179* Fax: (907)338-3246'Website: www.garnessengineering.com Page 1 of 2 test requirement of a 4 hour pre-soak under the proposed code. We are also requesting a variance from the required separation distance of 5 feet to groundwater for a June groundwater monitoring reading from 5 feet down to 3 feet. Justification for granting these waivers are as follows: • The proposed system will be remotely monitored and inspected annually by the service provider. • The proposed drainfield will be receiving effluent from a CAT III treatment system. The proposed code allows for a 2' separation to seasonal high groundwater for CAT II/III effluent. • The area between the proposed drainfield and surface waters is highly vegetated. • The proposed code allows for a drainfield receiving effluent from a CAT II/III advanced wastewater treatment system to be installed up to 50 feet from surface waters without applying for a waiver. • The proposed code allows for an advanced wastewater treatment system to be installed (septic tank and pump vault) up to 50 feet from surface waters. • See attached slope profile drawing which shows the slope does not intersect within the 35 feet of the proposed drainfield. • During the percolation test three consecutive 30 minute readings were taken with the same amount of drop. This is an acceptable method under the proposed code. 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. Sincerel e r_ A. arness, P.E., M.S. President 3701 East Tudor Road, Suite 101 `Anchorage. Alaska 99507-1259 Phone: (907) 337-6179 Fax:(907)338-3246'Website:www.garnessengineenng.com ' r . 1 VACANT PER MOA RECORDS AN • Rcf i F \ \ / \o0 1 CHUGACH PARK VIEW,LOT 35 ;_ ' O,OS-O S \ i \ i \ • VACANT PER MOA RECORDS CHUGACH PARK VIEW,LOT 33 j\k CHUGACH PARK VIEW;TRACT 1 SCALE 1"=100' CHUGACH PARK VIEW;LOT 20 .iiiiiktftM i•t .•�� OF r t tt • � t • GARNESS ENGINEERING GROUP, Ltd M : �... 1 = • -.. CIVIL&ENVIRONMENTAL ENGINEERS •, ( •• 3701 E TUDOR ROAD.SUITE 101*ANCHORAGE.AK 99507'PHONE 19071 337-6179•FAX 1907)33&3246'WEBSITE www garnessengmeenng Com •• •• • 1 • •SS•4•,�/ PREPARED FOR: PHONE NUMBER: PAGE NUMBER: t/• �'=, -' �. - ��/� MEREDITH LUECK 744-6544 1 OF 3 ♦♦�,'q I CE-795 • PROJECT/LEGAL DESCRIPTION: DRAWN BY: • ;' 2 i1�"{4`: CHUGACH PARK;VIEW LOT 34 D.J.G. # '''•�� . . 4 �4. TYPE OF VuORK: DATE LICEN +t 4\i fiiisS.• SITE PLAN FOR TESTHOLES 6/22/2017 #AECC884 DESIGN CRITERIA: GEG,Ltd.HAS A 8 PAGE SPECIFICATION • ' �O LETTER THAT PERTAINS TO THIS DESIGN.TO NUMBER OF BEDROOMS:4 . OBTAIN A COPY OF THE LETTER CONTACT GALLONS PER DAY(GPD):600 ••'- s' , ' '1A GEG.BY PROCEEDING FORWARD W1TH THIS � 0 PERCOLATION RATE/S:6 MIN/INCH INSTALLATION,THE ENGINEER,WELL DRILLER, '1' PROPOSED!: ..• PROPOSED APPLICATION RATE:*3 CONTRACTOR AND PROPERTY OWNER AGREE _'•:' DRIVE WAY' • C/ MINIMUM DRAINFIELD SQ.FT.:200 FT' / 4.THAT THEY HAVE READ THESE 11.' ;;7 •ADVANTEX CAT III SYSTEM SPECIFICATIONS AND AGREE TO ACCEPT THE : , -. �CII<, DRAINFIELD DESIGN: L_ TERMS AND CONDITIONS OUTLINED. •. :�� :. MAXIMUM DEPTH:2.5 FEET ;.,.1!-:',':i':•.";:-.:4....'.,• WIDTH: 5 FEET , LENGTH:60 FEET(30 FEET EACH) I . '-PROPOSED 100:WELL -' - •.. r•; MOA APPROVED SAND:1 FOOT I EFFECTIVE:0.5 FEET I �� : :..',`•. /I ACTUAL SQ.FT.: 300 FT' I ..'•. NOTE:THE CONTRACTOR SHALL HAVE I1 ':.z•: PROPOSED 4 THE EAST LOT LINES,AND ALL WELL \ • BEDROOM HOME RADII AND SURFACE WATER SETBACKS 1 INSTALL FCO • FLAGGED BY A REGISTERED LAND \ SURVEYOR PRIOR TO CONSTRUCTION. \\ . \ T. .#1 AX-20 POD(DO NOT CONTOURS ARE 1 FOOT \ PLACE OVER TANK) \\\ // / PROPOSED 1500 GALLON / N STEP TANK WITH // N ADVANTEX CONTROLSN. / 1.25"PVC TO BE CONVERTED T04"D3034PRIOR TOTHE , _____ <Id.9 FLOW SPLITTER T1 50'+WAIVER REQUEST \�H IP ry ORENCO PUMP VAULT PROPOSED DRAINFIELD �Qom} ALTERNATE SITE / / J Q lAPPROXIMATE LOCATION TO TOP IOF%25+SLOPES;MEASURE DURING 1 (Ohm y� GEG SITE VISIT ON 6/1/2017; 10'+ MT MI. � SEE ATTACHED TOPOGRAPHY T.H.# DRAWING �. ALTERNATE SITE DESIGN CRITERIA: C MT • ZABEL FS(TO EXTEND ABOVE GRADE)0 NUMBER OF BEDROOMS:4 / GALLONS PER DAY(GPD):600 APPROXIMATE CREEK LOCATION PERCOLATION RATE/S:6 MIN/INCH PER GEG SITE VISIT AND MOA PROPOSED APPLICATION RATE:•5 WETLANDS MAPPING--\\ MINIMUM DRAINFIELD SQ.FT.:120 FT' WE/ ADVANTEX CAT III SYSTEM 50'WAIVER REQUEST N ALTERNATE SITE DRAINFIELD DESIGN:_ MAXIMUM DEPTH:2.5 FEET WIDTH: 5 FEET 35'WAIVER REQUEST SCALE: LENGTH:25FEET 1 MOA APPROVED SAND:1 FOOT 1"=40' EFFECTIVE:0.5 FEET / ACTUAL SQ.FT.: 125 FT' ....4,00M11,\ ,1 4. / L_ .6 I • rr A4., ) ,I♦♦ GARNESS ENGINEERING GROUP, Ltdi i ' `. •• CIVIL&ENVIRONMENTAL ENGINEERS �..., ,,, ,• 3701 E.TUDOR ROAD,SUITE 101'ANCHORAGE,AK 99507•PHONE(907)337-6179•FAX(907)338-3246 WEBSITE www garnessengine%nng corn `'! • :. .; PREPARED FOR: PHONE NUMBER: PAGE NUMBER: 0 Cn S r'' A-SS : 4// MEREDITH LEUCK 744-6544 2 OF 3 ♦♦cam °' ' 'C -795 °•_� PROJECT/LEGAL DESCRIPTION: 'DRAWN BY: ♦•,,, •'; -r' Zp 4q°( ' CHUGACH PARK VIEW; LOT 34 D.J.G. 1♦FQ ... • ,,.,A\., 47 TYPE OF WORK: •DATE: 14LICENSE AECC884 I� J I SCALE 1 " = 10' MOUND TO BE TOPSOILED AND SEEDED INSULATION MOA APPROVED SAND EXISTING GRADE CO MT • 33%SLOPE AT 2 FEET ABOVE TOP OF ROCK .- 25%SLOPE AT 2 FEET ABOVE TOP OF ROCK STEEP SLOPES(SEE ATTACHED DESIGN DRAWING) X5.0 FEET - 35 FOOT WAIVER REQUEST **looks%til4s1.57 GARNESS ENGINEERING GROUP, Ltd • - • CIVIL&ENVIRONMENTAL ENGINEERS 0r _ • I.0'E I U)OR ROAC SALE 101•ANCHORAGE AK 99507•PFCIE 1907:337-6179•FAX 907)1]61348•WEBSITE woven paesserpm neea co, ... • —I. i .go • PREPARED FOR: PHONE NUMBER: PAGE NUMBERI e Gar SS IQ./. MEREDITH LUECK (907) 744-6544 3 OF 3 0 i I..� C 79 LEGAL DESCRIPTION DRAWN BY • '2. • \� CHUGACH PARK VIEW; LOT 34 D.J.G. .1 �.; ZD(3'�<` • TYPE OF WORK DATE +-,`' ?0 ESS "'444 PROFILE DRAWING FOR SLOPE WAIVER 7/20/2017 n:a YEaa ili%nssve" ) r •••••.,i 1 .t GARNESS ENGINEERING GROUP, Ltd-`: I 4' � .1% a -.., x--_ - CIVIL&ENVIRONMENTAL ENGINEERS % 0 f 3701 ETUDOR ROAD.SUITE 101•ANCHORAGE,AK 99507•PHONE(907)337-6179'FAX(907)338.3246•WEBSITE:www.9amessengneenng corn ''''7.0-75-1:." _ • . I •• , SOIL LOG - PERCOLATION TEST •0: J Y •• - ess :: ##% ... C 795 �_ LEGAL DESCRIPTION: CHUGACH PARK VIEW;LOT 34 # 10/ 41/344.4" PERFORMED FOR: MEREDITH LUECK&DANIEL GUTIERREZ DATE: 5/30/2017 . co ��PROFESS��P••.• DEPTH \ AEcc884 LICENSE 44• ESS (feet) ORG TEST HOLE #1 - NORTH TESTHOLE 2 — ML SOIL CLASSIFICATIONS SITE PLAN =?mac;. GW ORG 3 • M V gadra GP ML 1611191 GM ,�� CL 4 ' ' GM wig GC 1 OL C. °o o; SW MH Q� 5 — ' SP CH r\�� • NKR SM .' ,� �i OH 6 — • ' .C4 SC G��O P ip r DEPTH 7 B.O.H. GROUNDWATER DATE ��P 1()1 N 7.1 8 3.5' 5/30/2017 3.6' 6/6/2017 SCALE: 9 — 1, =100, 10 — DATE READING CLOCK NET TIME WATER LEVEL NET DROP 11 — TIME (MINUTES) READING (INCHES) DURING THE EXCAVATION OF THE TESTHOLE,THERE WAS A SIGNIFICANT AMOUNT OF WATER 12 INTRUSION AT APPROXIMATELY 5 FEET.DUE TO THIS FACT,A PERK BENCH WAS EXCAVATED TO A DEPTH OF 2 AND 3 FEET.HOWEVER,THE PERCOLATION BENCH FILLED WITH WATER AND A TEST COULD NOT BE PERFORMED.A SOIL SAMPLE WAS PULLED AND CAN BE SUBMITTED TO A LAB FOR 13 — SIEVE ANALYSIS FOR THE DESIGN PROPOSAL OF AN ENGINEERED FILL SYSTEM.THIS DOES NOT GUARANTEE THE MOA WILL ALLOW FOR SUCH A SYSTEM TO BE INSTALLED 14 — 15 — 16 17 18 19 PERCOLATION RATE (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN FT. AND - FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: 0 YES ❑NO SOILS LOGGED BY: DAVID GARNESS PERCOLATION TEST PERFORMED BY: N/A COMMENTS: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH. PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS VEIRFORVIED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: bij•ii0 J '( 4140 GARNESS ENGINEERING GROUP, Ltd , • '9 I.j.k \ s CIVIL&ENVIRONMENTAL ENGINEERS (/ 3701 E 7lOOR'MAO.$U7E 101`ANCHORAGE AK 99507'PHONE,9071337J3179•FAX 1907'.33&3246'NEBS“E www pamesseng�ee,�9=o^' i• •••• • • • r SOIL LOG - PERCOLATION TEST •.. to 0; ,.,C ss •; = LEGAL DESCRIPTION: CHUGACH PARK VIEW,LOT 34 `•� I/•., • 7-79531 37 i3 '/ PERFORMED FOR: MEREDITH LUECK&DANIEL GUTIERREZ DATE: 5/30/2017 �4 P• '�[•�A�' IiENSE++1 PROFESS DEPTH !r–ter.- \aaECC884 �II��11%%11♦ (feet) I. .I� URG TEST HOLE #2 — SOUTH TESTHOLE ✓ ■ SOIL CLASSIFICATIONS SITE PLAN 2 — r •Z_ZZr� • - , , - , GW ORG 3 r r GP ■ . GM 11;11191 GM �14 CL 4 — ■ ■ /Mg GC ; OL r • • 5 — I.■ SPCH ■ 101 ►ink~moi' SG C) 6 — r ■ ■ e 7 — ■ ■ DEPTH TO DATE Q` . GROUNDWATER ��Ci N ■ c., 8 -- ■ r 8.5' 5/30/2017 r ✓ 5.5' 6/1/2017 • SCALE. Il 9 B.O.H. 4.75' 6/6/2017 r=ioo. 10 — – CLOCK NET TIME WATER LEVEL NET DROP 11 — DATE READING TIME (MINUTES) READING (INCHES) 12 — - 6/1/2017 1 - - 6" - 2 - 30 1/8" 5-7/8" 13 — 3 - - 6" _ 4 - 30 1 - 1/8" 4-7/8" 14 — 5 - 6" - 6 - 30 1 - 1/8" 4-7/8" 15 — 7 - - 6" 8 - 30 1 - 1/8" 4-7/8" Ii; 17 — 18 — PERCOLATION RATE 6.2 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 — TEST RUN BETWEEN 4 FT. AND 5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES • NO SOILS LOGGED BY: DAVID GARNESS PERCOLATION TEST PERFORMED BY: ERIK WIDGER COMMENTS: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH. PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WASPERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: bir?e-I//1' J \ \ \/_ EDGE OE r\b I • PAVEMENT 15'x15' T&E _ I3.• / \ iiiii-A . EASEMENT U3__.-- .i„;‘, or �n A- 1098'49•(R - . rJr. C' \•` 4 `ti�+ rt . LOT 35 / '', 4rogdlt+1 J IS..�L� / 1 129' \ \ cRAPIMC SCM.I. Ir. 'A, - - • .1 ,i2 ?T .P_.. • tiy\e LEGEND 1` Imo. i- , : •S.. \ \ `''� @) FOUND ORANGE PLASTIC CAP i M1 1l7 �� 1 ,-",21. ., �. CONCRETE\ © COMMUNICATION PEDESTAL 1•, '7•• ` 7V4�7 BOX CULVERT PVC PIPE J✓ 1 • ' i 1 / x GAS X LOT 34 \ ( I CONCRETE PAD 142.881 SF ' 11 3.28 ACRES �W^' , , -_-_- a'P c ``f'- _ / TOP OF BANK 0 t/' MAJOR CONTOUR 1� 1J. / MINOR CONTOUR , / (R) RECORD (PLAT 2005-202) (M) MEASURED ,2r l 5 I. .,20'- NOTES o ;` `4 1. SURVEY WAS CONDUCTED ON 1v 1 MT' LOT 33 APRIL 21 AND 22 OF 2017. i ..o• 2. ELEVATIONS ARE BASED ON AN ASSUMED DATUM. FI'', -'I •' 'e•. - 3. CONTOUR INTERVALS ARE 1 FOOT. / c • "753r. t Toaap(R) ,,3. - _ �..N,,A�`` OF Az - �;\<:.- .s4-(-)( engineers TOPOGRAPHIC SURVEY-) X; j *�•49 • +7j surveyors CHUGACH PARK VIEW LOT 34 S1-27.15^W 27.84•(R - _ G _ '?E PARED FOR: MEREDITH GUTIERREL / o•- FRANK R BELL // 80. 5252 S / DRAWN BY: WEM II °"p'•.Ap 25,2017,••' / I 4. - i CHECKED BY: WS 1`\‘ � � 8010W FIREWEED ED TN. N95001 JOB NO.: 2017-2389 MOA GRID: SW 4455 _-___-----_-____ F.B.®CELL St ASSOCIATES ` (907)274-5257 SCALE: 1.= 60• FIELD BOOK. FRBA 17-01 , NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIa ` ' - RFQUI r FOR APPEAL Applicant: Gutierrez, Meredith File Number. POA-2017-185 Date: 6/8t2017 Attached is: See Section below INITIAL PROFFERED PERMIT(Standard Permit or Letter of permission) A PROFFERED PERMIT(Standard Permit or Letter of permission) B PERMIT DENIAL C X APPROVED JURISDICTIONAL DETERMINATION D PRELIMINARY JURISDICTIONAL DETERMINATION E SECTION I-The following identifies your rights and options regarding an administrative appeal of the above decision. Additional information may be found at http://www.usace.arrnv.mil'cEC\V Pagesireg materials,gspx or Corps regulations at 33 CFR Part 331. A: INITIAL PROFFERED PERMIT: You may accept or object to the permit. • ACCEPT: If you received a Standard Permit,you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission(LOP),you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety,and waive all rights to appeal the permit, including its terms and conditions,and approved jurisdictional determinations associated with the permit. • OBJECT: If you object to the permit(Standard or LOP)because of certain terms and conditions therein,you may request that the permit be modified accordingly.You must complete Section II of this form and return the form to the district engineer. Your objections must be received by the district engineer within 60 days of the date of this notice,or you will forfeit your right to appeal the permit in the future. Upon receipt of your letter,the district engineer will evaluate your objections and may:(a) modify the permit to address all of your concerns,(b)modify the permit to address some of your objections,or(c)not modify the permit having determined that the permit should be issued as previously written. After evaluating your objections,the district engineer will send you a proffered permit for your reconsideration,as indicated in Section B below. B: PROFFERED PERMIT: You may accept or appeal the permit • ACCEPT: If you received a Standard Permit,you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission(LOP),you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety,and waive all rights to appeal the permit,including its terms and conditions,and approved jurisdictional determinations associated with the permit. • APPEAL: If you choose to decline the proffered permit(Standard or LOP)because of certain terms and conditions therein,you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new information. • ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of this notice,means that you accept the approved JD in its entirety,and waive all rights to appeal the approved JD. • APPEAL: If you disagree with the approved JD,you may appeal the approved JD under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the preliminary JD. The Preliminary JD is not appealable. If you wish,you may request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the Corps to reevaluate the JD. ,T �F . DEPARTMENT OF THE ARMY ; :- r, ALASKA DISTRICT, U.S.ARMY CORPS OF ENGINEERS REGULATORY DIVISION P.O. BOX 6898 �.� _ JBER,AK 99506-0898 3'1rrs JUN 022o11 Regulatory Division POA-2017-185 Ms. Meredith I. Gutierrez Post Office Box 1174 Girdwood, Alaska 99587 Dear Ms. Gutierrez: This is in response to your April 7, 2017, request for a jurisdictional determination for a 3.26-acre parcel of land described as undeveloped residential property. It has been assigned number POA-2017-185, Indian Creek, which should be referred to in all correspondence with us. The project site is located within Section 6, T. 10 N., R. 1 W., Seward Meridian; USGS Quad Map Anchorage D-7; Latitude 60.9899° N., Longitude 149.5139° W.; Chugach Park View; Lot 34; in Indian, Alaska. Based on our review of the information you furnished and available to us and our May 26, 2017 site visit, we have determined the above property contains waters of the U.S., under the Corps' regulatory jurisdiction. Specifically, there are: 2 unnamed streams unnamed stream 1 is 76 linear feet and unnamed stream 2 is 426 linear feet of stream channel. These waters of the U.S. are shown on the enclosed drawing prepared by Michael R. Gala and dated May 31, 2017. A copy of the Approved Jurisdictional Determination form is available at the following web address: www.poa.usace.army.millMissions/Regulatory/JurisdictionalDeterminations. under the above file number. This approved jurisdictional determination is valid for five years from the date of this letter, unless new information supporting a revision is provided to us before the expiration date. Enclosed is a Notification of Administrative Appeal Options and Process and Request for Appeal form (see section titled "Approved Jurisdictional Determination"). Therefore, DA authorization is required if you propose to place dredged and/or fill material into waters of the U.S. You can find a copy of the DA permit application online at the following web address: www.poa.usace.army.mil/Missions/Regulatory. Please refer to the sample drawings on our website at the following web address: www.poa.usace.army"millPortals/34/docs/regulatory/guidetodrawings2012.pdf. -2- Section 404 of the Clean Water Act requires that a DA permit be obtained for the placement or discharge of dredged and/or fill material into waters of the U.S., including jurisdictional wetlands (33 U.S.C. 1344). The Corps defines wetlands as those areas that are inundated or saturated by surface or groundwater at a frequency and duration sufficient to support, and under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. Nothing in this letter excuses you from compliance with other Federal, State, or local statutes, ordinances, or regulations. Please contact Mr. Michael R. Gala via email at michael.r.gala@usace.army.mil, by mail at the address above, by phone at (907) 753-2821, or toll free from within Alaska at (800) 478-2712, if you have questions. Sincerely, Shane M. McCoy Chief, South Section Enclosures Service Layer Credits: Source: Esri,DigitalGlobe, Geo Eye, Earthstar Geographics,CNES/Airbu s DS, USDA, USGS, AEX,Getmapping, Ae ro grid, IGN, IGP, swisstopo,and the GIS User Community Sample #1 Sample #2 Sample #3 Sample #4 0 75 15037.5 Feet ´ POA-2017-185, Indian Creek, Approved Jurisdictional Determination Notes:Stream 1= ≈76 linear Feet, Stream 2= ≈42 6 linear feet, and Review Area= ≈3.2 6-acres Legend Unnamed_Stream_1 Unnamed_stream_2 Review Area POA-2017-185 POA-2012-185Approved J u ris d ic tio n a l D e te rm i na ti on Date: May 31, 2017 Figure: 1 of 1 . : POA-2012-185 US Army Corps Approved Jurisdictional Determination Mr- of Engineers �,r•' ' y' 1: ', A POA-2017-185w; r .Y' 5' _. ' . ' Smple # ) SmpI #'i.— ..I L • f A;; it Legend • «: . t' ' ' . Unnamed_Stream_1 Unnamed stream 2 Review Area 4 - i - • 37.5 75 150 Feel ' POA-2017-185, Indian Creek, Approved Jurisdictional Determination Date: May 31 , 2017 V Notes Figure: 1 of 1 Stream 1= linear Feet, Stream 2= X26 linear feet, and Review Area= =3.26-acr 1 Carroll, Rebecca M. From:Tobish, Thede G. Sent:Friday, July 28, 2017 1:53 PM To:Carroll, Rebecca M. Subject:FW: Chugach Park View Lot 34 (UNCLASSIFIED) Here is the last info I received from the Corps == no wetlands beyond the stream. TT ‐‐‐‐‐Original Message‐‐‐‐‐ From: Gala, Michael R CIV USARMY CEPOA (US) [mailto:Michael.R.Gala@usace.army.mil] Sent: Thursday, July 27, 2017 2:03 PM To: Tobish, Thede G. <TobishTG@ci.anchorage.ak.us> Subject: RE: Chugach Park View Lot 34 (UNCLASSIFIED) CLASSIFICATION: UNCLASSIFIED Correct that is all we identified as WOUS and really just within the banks themselves the area directly adjacent was identical to the upland plant species around it ID'd as uplands. ‐‐‐‐‐Original Message‐‐‐‐‐ From: Tobish, Thede G. [mailto:TobishTG@ci.anchorage.ak.us] Sent: Thursday, July 27, 2017 12:53 PM To: Gala, Michael R CIV USARMY CEPOA (US) <Michael.R.Gala@usace.army.mil> Subject: [Non‐DoD Source] RE: Chugach Park View Lot 34 (UNCLASSIFIED) Thanks a lot. Can't argue with those data sheets. So, the only W of the US are the streams, right? Thede ‐‐‐‐‐Original Message‐‐‐‐‐ From: Gala, Michael R CIV USARMY CEPOA (US) [mailto:Michael.R.Gala@usace.army.mil] Sent: Thursday, July 27, 2017 11:34 AM To: Tobish, Thede G. <TobishTG@ci.anchorage.ak.us> Subject: RE: Chugach Park View Lot 34 (UNCLASSIFIED) CLASSIFICATION: UNCLASSIFIED Thede, Sorry it took a while to get back with you took vacation after my Kodiak trip. Attached (multiple emails due to size) are our files and pictures from the trip. Let me know if there is something else you would like or want to talk on the phone. V/r Michael R. Gala Biologist/Regulatory Specialist South Branch, Regulatory Division 2 U.S Army Corps of Engineers, Alaska District (907) 753‐2821 Office (907) 753‐5567 Fax ‐‐‐‐‐Original Message‐‐‐‐‐ From: Tobish, Thede G. [mailto:TobishTG@ci.anchorage.ak.us] Sent: Thursday, July 20, 2017 2:23 PM To: McCoy, Shane M CIV USARMY CEPOA (US) <Shane.M.Mccoy@usace.army.mil>; Carroll, Rebecca M. <CarrollRM@ci.anchorage.ak.us>; Heath, Amanda L CIV USARMY CEPOA (US) <Amanda.L.Heath@usace.army.mil> Cc: Gala, Michael R CIV USARMY CEPOA (US) <Michael.R.Gala@usace.army.mil> Subject: [Non‐DoD Source] RE: Chugach Park View Lot 34 (UNCLASSIFIED) Thanks Shane. We understand that you are stating the site no longer includes all three wetland parameter requirements. When Mike returns, we'd still like to hear his details to better understand the site. Thede ‐‐‐‐‐Original Message‐‐‐‐‐ From: McCoy, Shane M CIV USARMY CEPOA (US) [mailto:Shane.M.Mccoy@usace.army.mil] Sent: Thursday, July 20, 2017 11:46 AM To: Carroll, Rebecca M. <CarrollRM@ci.anchorage.ak.us>; Tobish, Thede G. <TobishTG@ci.anchorage.ak.us>; Heath, Amanda L CIV USARMY CEPOA (US) <Amanda.L.Heath@usace.army.mil> Cc: Gala, Michael R CIV USARMY CEPOA (US) <Michael.R.Gala@usace.army.mil> Subject: RE: Chugach Park View Lot 34 (UNCLASSIFIED) CLASSIFICATION: UNCLASSIFIED Mike is currently out of the office, however on at least one of the Data sheets for the site, the vegetation had changed and does not meet the PI/Dominance tests. Shane McCoy Chief, South Section U.S. Army Corps of Engineers Regulatory Division, CEPOA‐RD P.O. Box 6898 JBER, AK 99506‐0898 (907) 753‐2715 BlockedBlockedhttp://www.poa.usace.army.mil/Missions/Regulatory.aspx ‐‐‐‐‐Original Message‐‐‐‐‐ From: Carroll, Rebecca M. [mailto:CarrollRM@ci.anchorage.ak.us] Sent: Thursday, July 20, 2017 10:12 AM To: Tobish, Thede G. <TobishTG@ci.anchorage.ak.us>; McCoy, Shane M CIV USARMY CEPOA (US) <Shane.M.Mccoy@usace.army.mil>; Heath, Amanda L CIV USARMY CEPOA (US) <Amanda.L.Heath@usace.army.mil> Cc: Gala, Michael R CIV USARMY CEPOA (US) <Michael.R.Gala@usace.army.mil> Subject: [Non‐DoD Source] RE: Chugach Park View Lot 34 (UNCLASSIFIED) Hello Shane, Have you had a chance to review the wetlands determination on this lot? The engineer has addressed my other comments, so it's back in my court. 3 Thank you, Becca Carroll Onsite Water and Wastewater Municipality of Anchorage 343‐7908 ‐‐‐‐‐Original Message‐‐‐‐‐ From: Tobish, Thede G. Sent: Wednesday, July 12, 2017 9:26 AM To: 'McCoy, Shane M CIV USARMY CEPOA (US)' <Shane.M.Mccoy@usace.army.mil>; Heath, Amanda L CIV USARMY CEPOA (US) <Amanda.L.Heath@usace.army.mil> Cc: Carroll, Rebecca M. <CarrollRM@ci.anchorage.ak.us>; Gala, Michael R CIV USARMY CEPOA (US) <Michael.R.Gala@usace.army.mil> Subject: RE: Chugach Park View Lot 34 (UNCLASSIFIED) OK please advise as you find time. Thanks. ‐‐‐‐‐Original Message‐‐‐‐‐ From: McCoy, Shane M CIV USARMY CEPOA (US) [mailto:Shane.M.Mccoy@usace.army.mil] Sent: Wednesday, July 12, 2017 6:15 AM To: Tobish, Thede G. <TobishTG@ci.anchorage.ak.us>; Heath, Amanda L CIV USARMY CEPOA (US) <Amanda.L.Heath@usace.army.mil> Cc: Carroll, Rebecca M. <CarrollRM@ci.anchorage.ak.us>; Gala, Michael R CIV USARMY CEPOA (US) <Michael.R.Gala@usace.army.mil> Subject: RE: Chugach Park View Lot 34 (UNCLASSIFIED) CLASSIFICATION: UNCLASSIFIED Thede, Mike did a delineation out there; I will review the data sheets but it appears the infrastructure may be drying up the site. Shane McCoy Chief, South Section U.S. Army Corps of Engineers Regulatory Division, CEPOA‐RD P.O. Box 6898 JBER, AK 99506‐0898 (907) 753‐2715 BlockedBlockedBlockedhttp://www.poa.usace.army.mil/Missions/Regulatory.aspx ‐‐‐‐‐Original Message‐‐‐‐‐ From: Tobish, Thede G. [mailto:TobishTG@ci.anchorage.ak.us] Sent: Tuesday, July 11, 2017 3:41 PM To: McCoy, Shane M CIV USARMY CEPOA (US) <Shane.M.Mccoy@usace.army.mil>; Heath, Amanda L CIV USARMY CEPOA (US) <Amanda.L.Heath@usace.army.mil> Cc: Carroll, Rebecca M. <CarrollRM@ci.anchorage.ak.us> Subject: [Non‐DoD Source] FW: Chugach Park View Lot 34 Sorry to bug you two but we need an explanation of the item below concerning a COE determination in Indian. The PM, Mike Gala is away till next week. It is unclear but it appears he did a determination that the site contains waters of the US in the two streams but the wetlands mapped by the MOA are not WOUS. Is that correct? I am a little confused because the 4 wetland mapping in this subdivision in Indian was done with the COE and EPA during a lengthy process and initial permitting for the roads and utilities. Thanks a lot. Thede ‐‐‐‐‐Original Message‐‐‐‐‐ From: Carroll, Rebecca M. Sent: Tuesday, July 11, 2017 3:27 PM To: Tobish, Thede G. <TobishTG@ci.anchorage.ak.us> Subject: Chugach Park View Lot 34 Thede, I am reviewing a well and septic permit for Chugach Park View Lot 34 (090‐042‐34). They have submitted the attached. The first page is a screen shot of wetland boundaries and stream mapping that match MOA records. The remaining pages are a wetlands determination from the Corp of Engineers. It appears to me that the Corp's determination is that there are the two streams, but no wetland boundaries on the lot. Is that correct? Thank you Becca Carroll Onsite Water and Wastewater Municipality of Anchorage 343‐7908 CLASSIFICATION: UNCLASSIFIED CLASSIFICATION: UNCLASSIFIED CLASSIFICATION: UNCLASSIFIED CLASSIFICATION: UNCLASSIFIED ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT BETWEEN MUNICIPALITY OF ANCHORAGE AND / C( un c r- k' ie roc Z THIS MAINTENANCE AND REPAIR AGREEMENT made and entered into as of this 44".a o Day of iia n e of 20 1R-by and between /Yl e r I r �n herein the"OWNER,"and the Municipality of Anchorage, herein the "MUNICIPALITY." In consideration of the mutual covenants contained herein,the parties to this Maintenance and Repair Agreement 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 Ju c.,„ c›,. located at(legal description). nCA-CA ay. 2. Definitions. Alteration. Any change to the design or function of an AWWTS that includes the installation or removal of any parts,components or pieces not included in the original construction permit and design. Certificate of On-Site Systems Approval (COSA). An approval by the Municipality of existing water and wastewater disposal systems given at the time of property sale and title transfer in accordance with Anchorage Municipal Code(hereinafter, "AMC") 15.65. These approvals certify that the systems are adequate for the homes that they support and meet the codes that were in place at the time of system construction. Damage. Any man-made or natural change in a system that would inhibit the system from performing as designed. 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. Permit.An On-Site Wastewater Disposal Permit as required by AMC 15.65 to construct and operate an AWWTS. 3. Term. The term of this Maintenance and Repair Agreement shall begin on the date of approval by the Municipality to operate the installed system or issuance of a COSA, and shall con.-:sue while the AWWTS is in use or is operational or until the property is sold or title is transferred by the owner and a new COSA is issued to the new owner or transferee of the property. 4. Alterations,Installation and Removal of Additional Equipment. Prior to performing any alterations to an AWWTS,the owner agrees to obtain an On-site Wastewater Disposal Permit from the Municipality in accordance with AMC 15.65. 5. Maintenance and Repairs. A. Throughout the term of this Maintenance and Repair Agreement, the Owner shall maintain their AWWTS in a satisfactory condition capable of producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. The owner shall enter into a service agreement with an AWWTS service and maintenance provider approved by the municipality and the manufacturer of the AWWTS for the entire term of the AWWTS. In addition, it shall be the respc .,ibility of the Owner during the term of this Maintenance and Repair Agreement,and any 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. B. Owner agrees to comply with all applicable ordinance, laws, regulations, rules and orders for the A W WTS. C. Upon request by the Municipality,the owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system. When a record of maintenance is documented and maintained by the system vendor,the owner agrees to allow the Municipality access to this information. D. Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be assessed in accordance with AMC 14.60 for improper discharge. E. Owner agrees that only maintenance and repair personnel approved by the Municipality will inspect and make any necessary maintenance, repairs or permitted alterations to the system. F. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS upon 24 hours written notice. G. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On-Site Systems Approval. H. Owner agrees that the AWWTS installation and maintenance requirements as provided by the AWWTS vendor/installer and approved by the Municipality are the governing guidelines for the construction, maintenance and repair of the Owner's AWWTS. 6. Nonwaiver. The failure of either party at any time to enforce a provision of this Maintenance and Repair Agreement shall in no way constitute a waiver of the provisions, nor in any way affect the validity of the Maintenance and Repair Agreement or any part hereof, or the right of such party thereafter to enforce each and every provision hereof. 7. Amendment. A. This Maintenance and Repair Agreement shall only be amended, modified or changed by a writing, executed by authorized representatives of the parties, with the same formality that this Maintenance and Repair Agreement was executed with,and such writing shall be attached to this Maintenance and Repair Agreement as an amendment. B. For the purposes of any amendment modification or change to the terms and conditions of this agreement, the only authorized representatives of the parties are: a. Owner: /79t r C i t i'i f 0a...1) er ! l e t ,r e2- b. 2b. Municipality: Director, Community Development or designated authority C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. 8. Jurisdiction: Choice of Law. Any civil action arising from this Maintenance and Repair Agreement shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Maintenance and Repair Agreement. 9. Severability. Any provisions of this Maintenance and Repair Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Maintenance and Repair Agreement. OWNS . 9 B , � � ' , ��f L,�/ (signature) Date: 6-Z - i (pi'tnf namee r GCf IT v'c� 6 – STATE OF ALASKA ) ) ss. THIRD JUDICIAL DISTRICT ) The foregoing instrument was acknowledged before me this " day of \-)s/1 k– , 20n; by Sanv 1f3I f. s - — NOTAR UBLIC FOR ALASKA p?••''' ~•'''••. ":;), My Commission expires: x..lyt `J .2 0/ = Vo. , * jDt18Uc' t Q. ••i�Ft OF P ‘ MUNICIPALITY: (� / By: 1'�.ia}t5. �cijuta (signature) Date: 7I O / a 0 17 Re((\e Cur r 0 (print name) Title: !f