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HomeMy WebLinkAboutT15N R1W SEC 8 LT 611 LI Municipality of Anchorage `JEC 0209 Community Development Department Page 1 of 3 On-Site Water & Wastewater Program 4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 a http://www.muni.org/onsite • (907)343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number. OSP181327 PID Number: 051-092-16 ■ New ❑ Upgrade Name: FREDRICK AND ELAINA BRYANT ABSORPTION FIELD Address: ❑ Deep Trench ❑ Shallow Trench ■ Bed ■ Mound 20971 BIRCHWOOD LOOP ROAD, CHUGIAK, AK 99567 ❑ Other Phone: No. of Bedrooms: Soil Rating: Total Depth from original grade: 350-2016 4 0.7 GPD/Sq. Ft SEE DWG. Ft LEGAL DESCRIPTION Depth to pipe invert from original grade: Gravel depth beneath pipe: SEE DWG. FL 0.50 FL Subdivision: Block: Lot: Fill added above original grade: Gravel length: 6 SEE DWG. Ft. 60 FL Township: 15N Range: 1 W Section: 8 Gravel width: Beds Number of lines: Distance between lines: 15 FL 3 5 FL •� SEPARATION DISTANCES Total absorption area: Number of trenches: DisL between trenches: TO Septic Absorption Lift Holding Public/Private From Tank Field Station Tank Sewer Lines 900 SQ. Ft - - Ft Well 100'+ 100'+ 100'+ - 25'+ TANK ■ Septic ❑ S.T.E.P. ❑Holding ❑ Other Manufacturer. Capacity Surface water 100'+ 100'+ 100'+ - INFILTRATOR TANK 1060 Gal. Material: Number of compartments: Lot Line 5'+ 10'+ 5'+ - N/A HDPE/PLASTIC 1 Foundation 10'+ 10'+ 10'+ - LIFT STATION *PER THE OWNER Curtain Drain NONE KNOWN Manufacturer. Capacity. 6 INFILTRATOR / QUANICS 540 Gal. Remarks: "Pump or level at "Pump ofr level at High water alarm at *30" *34" *40" y� Pump Make & Model: Electrical Inspections performed by PE51M MIKE CASEY PIPE MATERIAL Tank to D 1785/ House to tank D3034 drainfield D3034 Installer GROUND UP EXCAVATION Drainfield D3034 CO/MT D3034 M Inspector GEG, Ltd. BENCH MARK (Assumed elevation) Q 100.00 Ft (� Inspection Location and Description: V Dates: 1st 10/5/2018 2nd 10/5/2018 ( 3rd 10/5/2018 4th 10/6/2018 TOP OF FLASHING NEAR POINT "B" ENGINEER'S SEAL Community Development Department Approval�.•� �F Ott Conditional approval: Date:,•'f..*6}9......�r. ......... �•':;..Y.:..* .� .ve.j. �.� 0 n.:. :���....:. 00%Wy Gass /% C -795 s �•.1.. 2,� 4fr® Approved: ��� �Sl-i-� �Date:LICENSE a � "ROFESS��NP it See �.f cl�z� e - �r ME C884 t �e�I&L`ee� Inspection Report _7-1-12.doc7 n nil I , � �� 1V�.IVL.Ii i (3 Y^V.-:"�D 0 � (��`� Rebecca From: Sent: To: Cc: Subject: Attachments: Becca, Jody Maus <Jody@garnessengineering.com> Tuesday, December 11, 2018 10:25 AM Carroll, Rebecca M. Jeff Garness; Sonja Blewett FW: 20977 septic decommissioning - T1 5N, R1 W, Section 8, Lot 6 newasbuiitbottom.pdf, newasbuilttop.pdf Follow up Flagged Here is the new as -built showing the trailer gone and a statement from the owner saying the septic tank and drainfield were decommissioned. I talk to Lynn McGee and I need to submit a new form requesting the encroachment. I will be completing this today and submitting it to him first thing in the morning with a copy of the record drawings. I can get you a to scale survey also tomorrow morning on this as well. Thanks for helping me with this one. Sincerely, Jody Maus Consultant Garness Engineering Group, Ltd. 3701 E. Tudor Road, Suite 101 Anchorage, Alaska 90507 Phone: (907) 337-6179 Fax: (907) 338-3246 Mobile: (907) 223-0555 Website: vv .garnessen ineerinc.corn .., �a � n.. , ,1 ,, w , � 144 E ��� "j - R a i GROUP, j.�fd O)rzt*ORATION ;.hixru Stlt..n,et .«lyras', From: Freddy Bryant <freddyb@davisconstructors.com> Sent: Tuesday, December 11, 2018 10:16 AM To: Jody Maus <Jody@garnessengineering.com> Cc: Darla Hall <darla@davisconstructors.com> Subject: 20977 septic decommissioning Jody The old trailer at 20977 Birchwood Ip in Chugiak was demolished and the septic and drain field was decommissioned per the UPC over the weekend 12/8/18 and 12/9/18 by me the owner Freddy Bryant. i have attached the new survey from Slana completed on 12/10. (1 scanned a top and bottom, I couldn't get my printer to do 11x17) if there is anything else you need just let me know, thank you for your patients and help during this process I've learned a lot. Thanks Freddy Bryant Davis Constructor & Engineers inc. 4etIt crj t�t� I?Cvclf p6we--r- ok-,\-d, For- Zogi Lc<�p t � fia-t� J&Irvter, - / PERMIT NUMBER: OSP181327 RECORD PARCEL ID NUMBER: DRAWING 13.7 62.0 ST2 051-092-16 18.4 NOTE: THE RESERVE SITE DBL1 42.5 21.8 70.3 DBL2 43.3 REQUIRES THE REBUILDING 71.1 •/ 45.6 25.3 73.5 MT146.5 OF THE NEW DRAINFIELD. 16.8 e e / e }4CCESS 21`IVEWAY (NOT A m& APPROVED'ROAD) 9 C01 47.4 17.5 61.7 • / /• NEW 540 GALLON ° •� INFILTRATOR PUMP TANK__________J ___ /- Mr4 50' R.O.W. RESERVE . • �• CO3I1 a TH#2 TH#1 ICO5 / / e CO21 i / FCO 20' GENERAL PERMIT GRANTED / FROM RIGHT-OF-WAY C dp I / NEW DRAINFIELD. INSTALLEDI DOUBLE CLEANOUTS a e NEW I 3 BEDROOM I 100' WELL RADIUS (DBL1 & DBI -2) •. .• a HOUSE ' I j EXISTING WELL 1060 GALLON ° . e JQ RIVEWAY A 1 INFILTRATOR SINGLE COMPARTMENT f e 1 I w SEPTIC TANK a _ --- - ;-- ' -- wIy ° 1 1\ •'� 1n • q v \ O \ Lr; / SCALE: ♦\ \ \\ 1"=40' / EXISTING e SEPTIC SYSTEM TOREMAIN IN USEA 4A7 B C 1 A I •• I EXISTING ' e I WELL e 1 .e :. e • 1 FX/S T FCO 21.9 26.8 ST1 38.5 13.7 62.0 ST2 40.3 18.4 66.8 DBL1 42.5 21.8 70.3 DBL2 43.3 22.7 71.1 MH 45.6 25.3 73.5 MT146.5 71.1 16.8 61.7 C01 47.4 17.5 61.7 I I I I I I I I I CO2 51.7 21.0 62.8 CO3 56.6 25.3 64.4 MT2 57.5 26.1 64.7 MT3 62.5 44.9 13.3 C04 63.4 45.3 14.3 C05 67.0 46.9 19.0 C06 71.1 49.3 23.8 MT4 1 71.9 49.7 24.9 e \ • .SFR e / \ 4 e \ e e • TO BE PERMANENTLY \\ e COQ ^�Q DECOMMISSIONED BY '1(y \ e yQ? ry� THE SPRING OF 2019 "\ • e QP s� O1 PER OWNER �O \ \ ygip �Q�� • } 661 APPROX. LOCATION ..�\IkIL 11 GARNESS ENGINEERING GROUP, Ltd ; •'� ENGINEERING t SALES < CONSULTING •• 0 3701 E. TUDOR ROAD, SUITE 101 'ANCHORAGE, AK 99507 • PHONE (907) 337.6179' FAX (907) 338-3246 • WEBSITE: www.gamessengineenng.mm • •••• • PREPARED FOR: PHONE NUMBER: PAGE NUMBER: A. SS ■ FREDDY BRYANT 350-2016 2 OF 3 #�� •• C 79 3 =SAF PROJECT/LEGAL DESCRIPTION: DRAWN BY: •�♦ I It" �j •�•• (t� T1 5N, R1 W, SECTION 8; GOVERNMENT LOT 6 J.L.M. Fp ..... \ �4W TYPE OF WORK: DATE: LICEN �E 14" OFESS \(3\A s_ RECORD DRAWING OF NEW SEPTIC SYSTEM 11/27/2018 #AECC884 ����� 10 1799003V# 66'69 = Z#Hl / 6Z'69 = 6#Hl - S3 -10H 1S31 d0 W01108 d0 NOUVA313 3AUV138 . �� 1 3SN3011 ���aNQ �\SS3JQ1Jd 1 O,�♦e 88'£6 = Z#Hl / 68£6 = 4Hl - 9WZ/9l/4 NO S3 -10H (SOINVE)'60 7V 03AOW3a) OZ 96 = H1d30 NOUVAVOX3 �����.• f�q ti �� 1S31 NI'd31VMCNnouo JO NOUVA313 3AUV13a £ 6L- O 99'96 = 3snOH �ONI11X3 OZ 86 = NOI1VA313 2i3111d ONUS 03A02JddV 'V'O'W d0 d01 5 =.L �i; /♦1 AV �,•� C9 ♦ 3dld ,,4 d0183AN1 OL'96 = S3NI1 NOI1f18I81SI0 .17 d0 183ANI 31VOS ■... .. ' F. --:f u %.,..,. ,..,.... .... 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On-Site Wastewater Disposal System Permit Permit Number: OSP181327 Effective Date: 10/1/2018 Work Type: Septic Initial Expiration Date: 10/1/2019 Tax Code Number: 05109216000 Site Legal Address: T15N R1W SEC 8 LT 6 G:1357 Site Mailing Address: 20993 BIRCHWOOD LOOP RD, Chugiak Owner: BRYANT FREDRICK D & ELAINA N Lot Size in Sq Ft: 108900 Design Engineer: GARNESS ENGINEERING GROUP LTD Total Bedrooms: 4 This permit is for the construction of: 2 Disposal Field 0 Septic Tank 0 Holding Tank 0 Privy 0 Private Well 0 Water Storage All construction shall be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Special Provisions: If both mobile homes are required to be removed from the property by Land Use, then the onsite systems serving them will be required to be decommissioned prior to Inspection Report approval. At,d Received By: ,--111d. Date: Wit. M Issued By: jai i. .,1. Date: 0 / S MUNICIPALITY OF ANCHORAGE .j Community Development Department Phone: 907-343-7904 Development Services Fax: 907- 343-7997 On-Site Water & Wastewater Program Mayor Dan Sullivan On-Site Sewer/Well Permit Application 0 st_a For A Single Family Dwelling tt_stParcel I.D. Property owner(s) FREDDY AND ELAINA BRYANT Day phone 350-2016 Mailing address 20977 N. BIRCHWOOD LOOP ROAD,CHUGIAK,AK 99567 Site address 209V/N. BIRCHWOOD LOOP ROAD, CHUGIAK,AK 99567 Legal description (Sub'd, Block & Lot) GOVERNMENT LOT 6 Legal description (Township, Section & Range) T15N, R1 W, SECTION 8 Lot Size _ Sq.Ft. Number of Bedrooms 3 (SEPTIC SIZED FOR 4) APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DEWELLING: (®all that apply) Initial ® Single Family (SF) Z Absorption Field ® U (w/wo ADU) Septic Tank ® Upgrade Duplex (D) Renewal Holding Tank I I Multiple Dwellings Privy (SF and/or D) Private Well Water Storage THIS APPLICATION INCLUDES A VARIANCE/WAIVER REQUEST FOR: 0 FEET/ DRAINFIELD OVER TEST HOLES/SLOPE WAIVER FOR MOUNDED DRAINFIELD Distance: 2:1 SLOPES 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: 5(0-1 _ Waiver Fees: oZ 15 Date of Payment: q11311? Date of Payment: ctJ t3[ (7 Receipt Number: Ont- Receipt Number: 00(.P-go Permit No. 0517213, Waiver No. ©S V IV I O-t (Rev.01/11) GARNESS ENGINEERING GROUP, Ltd ENGINEERING SALES CONSULTING September 12, 2018 Municipality of Anchorage Development Services On-Site Water & Wastewater Program 4700 Elmore Roade Anchorage, Alaska 99507 Phone: (907) 343-7904 Reference: Septic System Design for T15N, R1 W, Section 8; Government Lot 6 To whom it may concern: The owner of this property is currently building a new house on the referenced property. The property already has two dwellings (single-family) on it, as well as other structures. The existing dwellings are 2 mobile homes and one of these mobile homes is to be removed per the owner as part of his requirement for his land use permit. The mobile home that is to remain in use has its own private well and septic system. We are proposing that a new single-compartment 1060 gallon Infiltrator plastic tank followed by a 540 gallon Infiltrator plastic pump tank and bed type drainfield (with 2 foot moa sand filter) be installed. Two test holes have been excavated in the area for the proposed upgrade and the drainfields have been designed around the 30 foot radii of these test holes. Comments regarding the design are summarized as follows: 1. SOILS AND WAIVER REQUEST TO ALLOW DRAINFIELD OVER TEST HOLES: See the attached logs which shows the soil classifications, groundwater monitoring, and the percolation test results. As can be seen on the design, the drainfield is proposed to be placed over the test holes. The test holes were excavated in October of 2017 and have been left undisturbed with no indication of settling. The test holes were backfilled with the native gravelly soils. Based on the fact that this design requires a 2 foot MOA approved sand filter, it is our opinion that there is minimal risk with granting this waiver. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: No surface waters were observed within 100 feet of the proposed septic system. 4. TOPOGRAPHY AND WAIVER TO ALLOW FOR 2:1 SLOPES ON MOUND: Attached is the MOA contour map of the area. As can be seen on this contour map, there does not appear to be any slope concerns with the proposed upgrade. We have also provided general slope information on the attached design drawing. The proposed mounded bed is to be installed on a generally flat area. We are requesting a Right-of-Way (ROW) general permit from the MOA Right-of-Way Department to allow the installation of the new septic system to encroach upon 3701 East Tudor Road,Suite 101 `Anchorage,Alaska 99507-1259 Phone: (907)337-6179*Fax: (907)338-3246*Website: www.garnessengineering.com Page 2 of 2 the 50 foot ROW reserve easement. In order to minimize the impact area of the septic system, we are requesting that 2:1 slopes be allowed for this installation. As can be seen on the detail drawing, a note has been placed on the drawing which states that the entire mound will have 6" of topsoil and will be hydro-seeded. This will insure the mound is capped with soils that won't erode and should prevent effluent from surfacing out the sidewalls of the mound. Based upon these justifications, there should be minimal risk with granting this waiver. 5. RIGHT-OF-WAY GENERAL (ENCROACHMENT) PERMIT: We have discussed this project with Lynn McGee with the MOA Right-of-Way Department prior to the submittal and he said his department would be open to allowing 20 feet of the 50 foot ROW reserve to be used to install the new septic system. We have had the owner/contractor complete a General Permit application from the ROW Department and we are simultaneously submitting the septic design to both your departments. According to Mr. McGee, a general permit would be granted for this project and once the septic system is installed, his department would than issue an encroachment permit to allow the septic system to be there permanently. 6. WELL LOG: Attached is the well log for the property. Per the owner, the well serving the new house on this property was drilled in 1997. The well serving this house was originally drilled by the previous owner of Lot 5 (now Lot 1, J & J S/D) and Lot 6. During the platting process for J & J S/D, the previous owner found the 1997 well to be actually located on Lot 6 and then had a new well drilled to serve the house on Lot 5 (now Lot 1, J & J S/D). Please do not h:•itate to call us at 337-6179 if you require further information. Thank you for your assistance. Since ely,/ e re� . ar•-s., P.E., M.S. Presic4 i V 3701 East Tudor Road,Suite 101 *Anchorage,Alaska 99507-1259 Phone: (907)337-6179*Fax: (907)338-3246*Website: www.garnessengineering.com C I I \ LOT 3;WILKEN S/D T15N,R1W,SECTION 5;LOT 115 T15N,R1W,SECTION 5;LOT 116 NO ENCROACHMENT CONCERNS GPN� CP LOT 4;WILKEN S/D CCN� PCP 20'R.O.W.ENCROACHMENT REQUESTED \ PROPOSED SEPTIC SYSTEM \ (SEE DESIGN,PAGE 2 OF 4) \ , TH#2 TH#1 , -r ������0� BLAIR AVENUE \ I� • \`NOT DEVELOPED TO MOA STANDARDS \ 50'R:O.W.RESERVE \ ,W .• _-_ = ` \ i W —i EXISTING WELL , \ \ 1 ° W I i 'WAN e W L RADI S 100'WELL RADIUS i 6,9:040,-,2 \ w • P \ 1 I • \\ : _ NEW 3 BEDROOM ; LOT 1;J&J SID \ \ \y 3 I --+ HOUSE.UNDER \'K � \ \ i f^' `� .CONSTRUCTION / \\\\ \ n,. $Im � \ EXISTING \ \ \ SEPTIC PvG '\ \ ` SYSTEM o \ \ o ; EXISTING TRAILER \ \ .i.: • TO BE REMOVED 'r r s EXISTING WE \ \ 00‘ (�O�eCi�� ; .3 100'WELL RADIUS \ \ • i APPROX.LOCAL ION LOT 2;DANIEL S/D • y TO BE PERMANENTLY EXISTING411111 ` \�, DECOMMISSIONED I� LOT 2;J&J S/D `\TRAILER . /��c-p, (� P I \ APPROX. • ' LOCATION - -I `\ •. . \ - • \ \\\ o N •\ \ \ \ T15N,R1W, S \ \� \\ SEC.8;LOT 11 LOT 12A;HALL S/D w \ Gy \ cn W \ \0 \\ \\ \\Oso `\ \ \\ \Q//_ -- ___—__ N I \ \ SCALE: \ N \• \ 1'=100' I SEC58; LOT \ \\ LOT 12B;HALL S/D \ ` \ , I N. N. N. .��\\\ ,11 . . *�. GARNESS ENGINEERING GROUP, Ltd4:: ..• T • . . ENGINEERING.SALESCONSULTING �u F= -AZT •I • 3701 E.TUDOR ROAD.SUITE 101•ANCHORAGE,AK 99507•PHONE(907)337-6179'FAX(907)338-3246'WEBSITE'www.gamessengineering.com —, • • • S.. , PREPARED FOR: PHONE NUMBER: PAGE NUMBER: 0 f^• . J-; •y .Ga ss : • FREDDY&ELAINA BRYANT 350-2016 1 OF 4 A1C% !; C -79 °•_•� PROJECT/LEGAL DESCRIPTION: DRAWN BY: •4♦FiQ••••• 12i•,•••<c ' T15N, R1W, SECTION 8; GOVERNMENT LOT 6 J.L.M. 1*Fp .4:OF. ...• •••NP\ •�TYPE OF WORK: DATE: LICENSE' � Ess1:4 \\\\� SITE PLAN FOR PROPOSED SEPTIC SYSTEM 9/6/2018 #AECC884 J i APPROXIMATE TOE OF MOUND.OWNER MAY NEED TO INSTALL _—''/' RETAINING WALL WITH VISQUEEN BARRIER ON NORTH AND SOUTH DESIGN CRITERIA: 6). 7 SIDES OF MOUND TO INSURE FILLING INTO 30 FOOT SETBACK FOR ,_ _ .• •R.9.10i.AND TO MAINTAIN GOOD DRAIt•'WGE AROUND1-'OUSF•, / <'( NUMBER OF BEDROOMS:3(SIZE FOR 4) �« , a • - "• • '•/, • - GALLONS PER DAY(GPD): 600 •••. . •}4CQEpi)RIVEWAY:(NOT A MOAAPPROVtt7ROAQ). ••• ' PERCOLATION RATE/S: <1 MIN./INCH • . •' -• " ..� / • /: ` a. •' PROPOSED APP.RATE:0.7 GPD/SQ.FT. +•• __•_ _• •_ • f •' - MINIMUM DRAINFIELD SQ.FT.: 857 ' • .- -• _ TFf#1 -L�/ // 50'R.O.W.RESERVE — — — DRAINFIELD DESIGN: -`39" Cl col " •1co C 2 / MAXIMUM DEPTH: 1.7 AT ANY POINT • •. CO' - — WIDTH: 15 FEET ----� :. t __W—_ .�. - / J----- / ------ ---- - 60 / 20'GENERAL PERMIT BEING LENGTH:PR FEET .• o —1FCA h 1 REQUESTED FROM RIGHT-OF-WAY M.O.A.APPROVED SAND FILTER: 2 FEET ••' / • EFFECTIVE: 0.5 FEET • ' : NEW DRAINFIELD.SEE DESIGN CRITERIA ACTUAL SQ.FT.: 900 Y. , I AND DETAIL DRAWING,PAGE 4 OF 4 • • :•• `• NEW 3 BEDROOM 1 . • '4. . q .•. , HOUSE.UNDER 1 I 100'WELL RADIUS '• ' -. a.' CONSTRUCTION I I PROPOSED 540 GALLON - s' I EXISTING WELL DRILLED IN 1997. 1 INFILTRATOR PUMP TANK • . I I SEE ATTACHED WELL LOG—/ (SEE PAGE 3 OF 4) • • •°-; !. 4•. pR1VEWAY I I a, .-..• • . I NOTES: • I 1.THE REBUILDING OF THE DRAINFIELD WILL BE REQUIRED � PROPOSED 1060 '• � a :-' ' GALLON INFILTRATOR a �,. :' • ' 4f - e ^! tt TO BE USED AS THE RESERVE SITE. �u I .' . • • - , !•- ,--� L. —— 2.THE OWNER SHALL HAVE THE NORTH PROPERTY LINE, SINGLE COMPARTMENT .. • 1 o:1 SEPTIC TANK • • • ?';•.• e • �-e' ' • • • :: J THE 50 FOOT RIGHT-OF-WAY(R.O.W.),AND THE 100 FOOT ai I (SEE PAGE 3 OF 4) -•, •• •• ••• • •'! !•'a'.e• .•• - .•. \WELL RADII FLAGGED/STAKED BY A REGISTERED LAND 11.1 i4 SURVEYOR PRIOR TO ANY CONSTRUCTION. Et 1 • •• •/ / : :• - ' \\ 3.A MANDATORY PRE-CONSTRUCTION SITE VISIT BETWEEN / ":. i. • 'THE INSPECTING ENGINEER AND THE OWNER/CONTRACTOR �' '• ••,••.• • i' / .. � • •' IS REQUIRED. .. . alt} -•.: :..: • \ . \ :' \ ;49 i 'e \ \Sa\ •/ % S. \ \ I •' . '7 G -'!• • ... \ \ \ - - tr, ' / EXISTING - \._ •.'a). SEPTIC • '.' ;. .= .1/•• SYSTEM TO \1 i ,P. /• REMAIN IN USE '.: GEG,Ltd.HAS AN 8 PAGE SPECIFICATION LETTER •4 • J.: " ' THAT PERTAINS TO THIS DESIGN.BY PROCEEDING • a . FORWARD WITH THIS INSTALLATION.THE - •• I • ENGINEER,WELL DRILLER,CONTRACTOR AND 4)••• EXISTING •., :'• • • a 1 PROPERTY OWNER AGREE THAT THEY HAVE :., •' 3.• ••- s• ' READ THESE SPECIFICATIONS AND AGREE TO •, I • ,..' . ' ACCEPT THE TERMS AND CONDITIONS OUTLINED. . t : ••.4. . .• / )k \ i• t •' '.://// Aro / • Off\ ‘\ ��O ♦\ • • :.� .. ..:. ..:a :: ee,+�0� %\\ SALE: \ L� ••ter`a _--'''���� TO BE PERMANENTLY ' APPROX. _ DECOMMISSIONED LOCATION ..••GivioFssu '11.4 v - . . u s, GARNESS ENGINEERING GROUP, Ltd49''• \* ENGINEERING=SALES•CONSULTING / g• o 3701 E.TUDOR ROAD,SUITE 101•ANCHORAGE,AK 99507•PHONE(907)337.6179•FAX(907)338-3246•WEBSITE:www.gamessengiieerI g.00m •• •• PREPARED FOR: PHONE NUMBER: PAGE NUMBER: 0 tl'A 4: - e . Ga •-SS 44 a FREDDY BRYANT 350-2016 2 OF 4 • so •0 CE 79 '�'ifs PROJECT/LEGAL DESCRIPTION: DRAWN BY: •• 1� • p) �l•�'''•1` ,� T15N, R1 W, SECTION 8; GOVERNMENT LOT 6 J.L.M. ..c`b�,..,2 •I •• ryry((..,�P,\, .• TYPE OF WORK: DATE: REVISED LICENSE,,�0 ESS`� �•• DESIGN OF PROPOSED SEPTIC TANK SYSTEM 9/19/2018 LICENSE J STANDARD TANK CONFIGURATION 'FLOAT NOTE: MEASUREMENT IS WHERE FLOAT] INFILTRATOR TANK NOTES: WIRE ATTACHES TO PIPING WITH A 3.5 INCH IM-1060 IM-540 • PER INFILTRATOR SYSTEMS, INC., THESE TANKS HAVE A MINIMUM TETHER FROM PIPING TO FLOAT.ALL TOTAL CAPACITY 1287 GALLONS 552 GALLONS MAXIMUM BURIAL DEPTH OF 48 INCHES OVER TOP OF TANK. WORKING CAPACITY 1060 GALLONS 475 GALLONS • PER INFILTRATOR SYSTEMS, INC., THE TANKS ARE TO BE FLOATS MUST BE NARROW ANGLE FLOATS. LENGTH 127" 64.9" (SEE FLOAT INSTALLATION INSTRUCTIONS) WIDTH 62.2' 61.7" BURIED SO THAT THE INVERT OF THE OUTLET OF THE IM-1060 AND HEIGHT 54.7' 54.6' THE INLET OF THE IM-540 INFILTRATOR TANKS ARE NOT SUBMERGED NOTE:ALL PIPING FROM PUMP TANK TO DRAINFIELD BE INLET INVERT 47" 44" DURING HIGH GROUNDWATER CONDITIONS. OUTLET INVERT 44' N/A PLACED ON SUITABLE BEDDING MATERIAL THAT IS (- HIGH WATER ALARM N/A 40" • GEG RECOMMENDS ALL PIPE PENTRATIONS/JOINTS ASSOCIATED MECHANICALLY COMPACTED.ALL LINES SHALL BE Z ON/OFF FLOAT N/A 32" WITH THE INFILTRATOR TANKS BE ENCASED IN BENTONITE CHIPS. Q REDUNDANT OFF FLOAT N/A 28• GRADED SO THAT THEY WILL DRAIN AFTER EACH PUMP } NOTE:FLOAT LEVELS ARE FROM BOTTOM OF PUMP. • IF GROUNDWATER IS ENCOUNTERED, THE CONTRACTOR SHALL CYCLE AND WILL NOT RETAIN ANY STANDING WATER. W CONTACT THE ENGINEER TO EVALUATE IF THE EXISTING SOIL COVER m COMPONENTS SUPPLY NOTE: IS ADEQUATE TO RESIST BUOYANCY FORCES, OR IF ADDITIONAL o} w cD Cc co 1.TANKS AND RISER ADAPTER RINGS ARE INFILTRATOR'' 0 M O w't `- PRODUCTS AND ARE SUPPLIED BY FERGUSON. BALLASTING WILL BE NECESSARY TO OVERCOME BUOYANCY FORCES. w 0 D N 2 LL, m 2 N 2.THE INSULATED RISER/LID,PUMP,FLOATS,INTERNAL PIPING, THE CONTRACTOR SHALL INSURE THAT SOIL COVER AND/OR a W o Z p z J CID GROMMETS,AND CONTROL PANEL ARE SUPPLIED BY GARNESS BALLASTING IS PROVIDED AS OUTLINED IN THE INFILTRATOR"SEPTIC a LL z cow M —i w0) ENGINEERING,THE ALASKA STATEWIDE DISTRIBUTOR FOR QUANICS INTERNAL ALARM OR MYSPY WIFI w o 0 a INC. TANK BUOYANCY CONTROL GUIDANCE" BROCHURE. MESSENGER UNIT(REMOTE a I a o 0 3.ALL OTHER EXTERNAL COMPONENTS SUCH AS PIPING,FITTINGS, MONITORING SYSTEM). WIRING,INSULATION,ETC.,SHALL BE SUPPLIED BY THE INSTALLED IN HOUSE AS CLOSE CONTRACTOR. n TO INTERNET"BOX"AS POSSIBLE. .1 g SJE RHOMBUS DEMAND DOSED 1 ..1 I 1CONTROL PANEL WITH DRY CONTACTS FOR INTERNAL ALARM ^^ � hal ELECTRICAL WIRE/S(SUPPLIED BY CONTRACTOR). 0 SEE INSTALLATION MANUAL FOR SPECIFICATIONS - -, O L'' FINAL GRADE(SEE NOTE) h:l 3 24"INSULATED LID coo/ CD Zth SIM/TECH PRESSURE FILTER rMI J F. 4"CLEANOUT 4"CLEANOUT %m/ D'8 / Zi Z< ~�/ V^ ' Y C° Q tic do `• 11:i M 0 H W Q� F- a. 24"RISER.TOP �I�_� ° z D 4 FEET INSULATED o 4"BY 4'WIDE RIGID Z Z^E Lu U WITH 2 INCHES = INSULATION CENTERED ♦ I� f Z H URETHANE WITH _iI,iE' ., OVER PIPES Ja T Mcy W Q W W 4"OF INSULATION OVER TANKS \ TOPCOAT = z Z w > CI) IS RECOMMENDED ON ALL ` _ \ Z O „ `48"MAXIMUM INSTALLATION REGARDLESS = Z O O O PVC CONDUIT = • W' o0 OF BURIAL DEPTH = �4y�y4y�4y�y z Q FOR ELECTRICAL vsy.o2wAr, ? Z CONNECTIONS lin ii:; S O J (FLOATS&PUMP) tii* i- U 1.25"HDPE DISCHARGE LINE(SEE NOTE) W Z O25192aD.1LL O'.GD�aD.M5157. .,90.4/A P.V.MOPIANOPAMPAT AVAIPMQOuO��P.".E".,9A'�.fdI.4D.fMO�.CD'• 4.0".4 rtv.4DD'.A.O9AMIX0�7402QCQYJDA'�Q1A aD P;A.:: ;::,•...-.• LI- /'� °a z- -- gr, :0",20r402VAX .reVA�<0.F>'iP.OWJD.02745OH.00 0.ITAKJ3.QIP,d�L3.OYJ3.F!eP.PAYAYJ3.D'.f3.47- ••'L3,4>'J3.��.OVJ3.��, grAIYJa.F>'JD,0'JD.4�J3,08 �•'.':•.•,'•'n'•.••'.':•• Zi 2 O§- 0 INLET Q �'!� OUTLET�j �/ �` WEEP HOLE �, 7 0 Z 0 LT won �� V G �r, OCC mai— ww0_ ,• *HIGH WATER FLOAT(40") Q. J _ I -455 GALLONS CAPACITY c iot,iiss••% OPERATING f 1 O WHEN FLOAT IS ACTIVATED. .4:....::.:. •1.�.... QF•.• LIQUID LEVEL 44" . ir - • `LOW LEVEL CUTOFF (1,094 GALLONS) FLOAT(ON/OFF)-(32") I i . •••..f•♦♦ 346 GALLONS CAPACITY * 4: 7\ •.* ♦• .1/4..I 111,,,77 `i1� " WHEN FLOAT IS ACTIVATED. J ,,, , • REDUNDANT OFF FLOAT(28") . _ o •. Garness IM-1060 GALLON SINGLE IM-540 GALLON SINGLE ♦ :-7 53 ��'ar COMPARTMENT INFILTRATOR TANK COMPARTMENT INFILTRATOR GOULDS PE51M FROM ALASKA PUMP OR ♦♦♦�Fi• 0. fi I. f'�§�� ` TANK E ADAPTER RING WITH INFILTRATOR EQUIVALENT(SUPPLIED BY GARNESS ENG.) LICENSE ,�P OFESs104's 4. LICENSE ��",� ORIGINAL GRADE @ TH#2=97.55 ORIGINAL GRADE @ TH#1=97.81 INSTALL 4"CLEANOUTS PROPOSED FINAL GRADE=101.50+ INSTALL 4"CLEANOUT ��INSTALL 4"MONITORING TUBES INSTALL 4"MONITORING TUBES-\ al To#2 TH#1 ~ O Z N rn S 2"OF HIGH DENSITY INSULATION IX 2�Gg5�••0J�E� FILTER FABRIC RFQ�k-S'Z opts o 0 m O w ch W l W asp. 1 MI �Y9/SFR W`UJ CC pr. Z N j U_ m • fn •K' �r• •C'" ...• O t.rr"•. A~ tw ` :.J•1' .+� ��* •'Jn moi... .1.. S .Y g 1- :;Y. 0. FEET • �y:; a a a ❑ ❑ 1' _ y• .\• • :j..:;Vii. ���:,.4::... . v ., }i:p•, ".��'. . Vis•'.•... a •.EFFECTIVE > .. 2 FEET OF M.OA APPROVED SAND FILTER d=) INVERT OF PROPOSED 4"DISTRIBUTION LINES=98.70 RELATIVE ELEVATION OF GROUNDWATER IN TH#2 ON 5/15/2018=93.88 -N-RELATIVE ELEVATION OF GROUNDWATER IN TH#1 ON 5/15/2018=93.89 /114 PROPOSED TOP OF M.O.A.APPROVED SAND FILTER ELEVATION=98.20 AN PROPOSED EXCAVATION DEPTH=96.20(REMOVE ALL ORGANICS) Ali SCALE: RELATIVE ELEVATION OF BOTTOM OF TH#2=89.91 O —RELATIVE ELEVATION OF BOTTOM OF TH#1=89.21 g Vi Zi6 Th Ja n DESIGN CRITERIA: /= Z z NUMBER OF BEDROOMS:3(SIZE FOR 4) 1 *no 0 GALLONS PER DAY(GPD): 600 °' PERCOLATION RATE/S: <1 MIN./INCH PROPOSED APP.RATE:0.7 GPD/SQ.FT. W s O 50 FEET MINIMUM DRAINFIELD SQ.FT.: 857 r_,, a2 DRAINFIELD DESIGN: F+� �g JO 30 FEET I 20 FOOT GENERAL PERMIT(ENCROACHMENT)REQUESTED MAXIMUM DEPTH: 1.7 AT ANY POINT g I— } (DI z V) WIDTH: 15 FEET Z� W 0 LENGTH: 60 FEET % �( RI 2 H IV w M.O.A.APPROVED SAND FILTER: 2 FEET W W wlL Oa v Z EFFECTIVE: 0.5 FEET `/ Z W (n z; �'m w w �I ACTUAL SQ.FT.: 900 ` 4 (' 0 a Y. �� ce.O W Wl W w= Z w El ai�0� co;' CO LL ai NOTE:THE ENTIRE MOUND WILL BE REQUIRED aiia�W 31 CA E H V, TO HAVE 6" OF TOPSOIL AND HYDRO-SEEDED. moi = Q; r_, W Z Y z V w sI TOP OF FLASHING f+l w t� APPROXIMATE TOE OF MOUND.OWNER MAY NEED TO col re¢ FOR FOUNDATION wiz z 3 a =100.00. NOTE: rr���� a, Y 0 INSTALL RETAINING WALL WITH VISQUEEN BARRIER ON y,�w PROPOSED FINAL GRADE=101.50+ O' BENCHMARK FOR o J NORTH AND SOUTH SIDES OF MOUND TO INSURE �Iw O �I THIS PROJECTrig Z 0 Q FILLING INTO 30 FOOT SETBACK FOR R.O.W.AND TO MAINTAIN GOOD DRAINAGE AROUND HOUSE. oiW} �T CO CO IMP CSO MoT 'I4Il w LU Q rs,�N d Cai 5 c7 i 5�,,NG 7?O7S� s J cc �4 q/kV / ACCESS DRIVEWAY ONLY(NO APPROVED MOA ROAD) , V \NP /}+�'G' • e: . t• ♦♦'( .1 �♦ POSSIBLE KEY STONE BLOCKS OR SIMILAR PRODUCT S = , } s � 's :......„i,....-:-.7...,..::,.,:!....,:y:•:. t e a • V' , / VISQUEEN BARRIER ,........4s.c,`^• ,t•'°`i`�..:.:Ax•`',. 7'r:r1.., f.. :}i:>:; '••)Z'_z•;"...", ' • '. II ,�� / 1.7 FEET DEEP MAXIMUM— • SCALE: INVERT OF PROPOSED 4"DISTRIBUTION LINES=98.70 0 :• .J ,=• • Game ••WN ill .10� ' 1 E 7• _ •' 1"=5' PROPOSED TOP OF M.O.A.APPROVED SAND FILTER ELEVATION=98.20 / SJ.'•, i PROPOSED EXCAVATION DEPTH=96.20(REMOVE ALL ORGANICS) INVERT OF 4"PIPE •♦4• •••a (?J � ... <c. EXITING HOUSE=96.58 / 1••��',1\. ,.i. (`'�� �, • LICENSE I I°I ESS _♦•• LICENSE 41 ,. .., 14,' ..,..1&-r-a,..„,„,............, M r -. • — .: . ... 4 GARNESS ENGINEERING GROUP, Ltd r '`,. r''47 •. • .- - '711M95-':''.7-''''' ENGINEERING SALES CONSULTING ~i=•'-- � . • 3701 E.TUDOR ROAD.SUITE 101•ANCHORAGE.AN 99507•PHONE(907)337A179•FAX(907)3383246•WEBSITE,w.'•'.ysnosaa gineed o.Oan l' • ar_nlaSS t• SOIL LOG - PERCOLATION TEST •.J;.% 7-773, /���LEGAL DESCRIPTION: T15N,R1W,SECTION 8;GOVERNMENT LOT 6 •, ��D,. 'ZI L.•.•PERFORMED FOR: FREDDY BRYANT DATE: 9/30/2017 '4LICENSE PROFESS\��♦♦♦ DEPTH •--- -• #AECC884 1,,�"`,'• (feet) ::::,72,72_-_-_-', }:�t72_-r� 6" OVERBURDEN TEST HOLE #1 1 ;ti.ill t'.t; LOAM (SM) ?1.-` T; SOIL CLASSIFICATIONS SITE PLAN 2 `1 � : 3 :.:XJ.*:,':.. ..:';:.. GW ORG ,:,- ''..:.*'•:>!..,:.1.',..1GP ML 3 � • ; `4''! 11114GM J�1 CL a--�7����`�= GP W/ oSW 1 � MH GHQ ;r.•_,a; c7.„!,:','",.., V 5 ' ! ;«•- COBBLES •:::: SP CH \ � e '�.'+` W/ SOME ,� ,� OH Q . �Yr._::. SILT 4 e<(, 7 DEPTH TO DATE P Ytisa, GROUNDWATER ��(i 8 —'z ``` z++= DRY 9/3012017 B ' 5.4' 10/30/2017 B.O.H. SCALE: 9 3.9' 5/15/2017 1"=100: 10 ODRO 11 — DATE READING CTIIMEK (MINUTES)NET TIMEW READING ATER EL (INCHES) 12 • • 13 SPS Pp0�0 . 14 — P`'�Pct P`-\'( 15 O�P��� 16 — 1� _P' SO'i 1p1,.5o 17 — , • 18 — PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 — TEST RUN BETWEEN 2.0 FT. AND 3.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES I NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS COMMENTS: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH. PERFORMED BY GEG, Ltd. I,JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PRFQRMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: cr 13 I l; C .��slis 11111 441 Ne GARNESS ENGINEERING GROUP, Ltdi47,.. *' '• '� ...t • ENGINEERING SALES CONSULTING � / 0 3701 E.TUDOR ROAD.SUITE 101•ANCHORAGE.AK 99507•PHONE(907)337-8179'FAX(907)33&3248•WEBSITE wirw.gamessenglnee,ing.wm w"Via^•• • ITI SOIL LOG - PERCOLATION TEST ��•�, r-•' ' ess ;tili �W t'll ; Cp-79 3 ', all LEGAL DESCRIPTION: T15N,R1 W,SECTION 8;GOVERNMENT LOT 6 I.<<`,Q '•.•�...t.Z•i (1•.•'•<`?. 111 .� 0P P� PERFORMED FOR: FREDDY BRYANT DATE: 9/30/2017 * ROFESS\��•. DEPTH ------- #AECC884 E1,,va",'' (feet) :�� 6" OVERBURDEN TEST HOLE #2 1 _,,:•:.~• LOAM (SM) .:. . t;` ;` SOIL CLASSIFICATIONS SITE PLAN 2—...!:•• --...-....t.,, tsy-, :.d .._,G W ORG ;=';'s-`.Z.!. . ); �``-: :..?''� GP W/ pO o°°� SW lt� MH Q 5 "_ . COBBLES t ' ' • ; SP CH ��—., " ::i=„ W/ S , SM �, t, �� OH QSILT � �(Ci 6 —,::-,...--.,•.:::.:>,;• � . p S C PG 7 `` IN DEPTH TO DATE (</'- ;--7----.'4.,,,-;. Q� �'- .`. :s GROUNDWATER �(Ci N 8 B.O.H. DRY 9/30/2017 5.5' 10/30/2017 SCALE: i 9 3.7' 5/15/2017 1 1.=too' 10 — NET 11 — DATE READING CLOCK (MINUTES)NET TIMEW READING ATER EL ( NCHHESO) 12 13 — SPS NOO�O - 14 — SF PSS PS\ P 15 O141"' 0. 16 — - 1i 10\ ,PC3cj E5(---- 30" 17 . 18 — PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 — TEST RUN BETWEEN 2.0 FT. AND 3.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES II NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS COMMENTS: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH. PERFORMED BY GEG, Ltd. I,JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PE�OR ED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: g/Iz Iv ` 111 J • • ' * •mo( M ici • iof Anchor e. . ' , pie 7 _ . Depa tment of Health and Human Services ,- :`T._� .•�. 825 ,:L,: Street 1— RICK Mystrom, Ma yor �' P.O. Box 196650 Anchorage. Alaska 99519-6650 �� . Permit Number,5/V17�'�) ate Of Issue / -& -i'7 Tax Identification Number - j 7f/ Date Started /-//-777-Date-7% Date Completed 7/ -4.47- 77 Is well located at approved permit location? 'Yes E No Legal Description Block Lot Property Owner Name & Address: i, 7 C 7//- z y .1, :<:5 :<:5 ARQ c uMa-r Ler t . , j( 570Ca t/ LArLt. inns g,retorrn r et orl /4t/C:-/4t/C:-/4t/C:-/>/ ,/( :•';'5 � 'j Let S Alto 4.)As F.da^ et* ai-S L.oT g Borehole Data: 'z" "r+cti• ' Depth Method Of Drilling: I air rotary 37<cable tool Soil Type & Thickn-- : , . - trata From To Casing Type:.,.? _'- Wall Thickness_ inches 4( « ,)G 4e-1 i Diameter Cinches, depth f feet l Liner Type: /l'c/f/e Diameter inches. depth -- feet ( //� // r / ' Casing Stickup Above Ground: .,/ / feet t?-' ! ✓ Static Water Level (from ground level): gip ' feet lYG � te rzie ;. ,i- c7,;r: ,9 5 Pumping Levelfeet after / hrs. pumping J gpm �... ,� Recovery Rate: 5' gpm � •,5 <- -" Ira/f'1''�Y'� ) /6 Method Of Testing: i//' .,57e9.- �Uil' ' ' Well Intake Opening Type: 7 Open End k'Open Hole „ /W/Cili 7 7 ;2 0 Screened: Start feet Stopped feet 0 Perforations Start feet Stopped feet (itet/ //-.- '‘e14;; 7-‘ ../21; ' ,rte .��/ GroutType: Volume /.„, �i c..t 7# h(27/46,4 /1" /. !7 l Depth; from feet,to feet 'i` • Pump Intake Depth: /c/ feet r ='t;y; �-� •% ri%�P 4.4 ,-,c. /�, /75/ // Pump Size : hp Brand Name ‘.(,---,� Well Disinfected Upon Completion? rel-res _ No l_7, bci _r- �'�� /;'Z /_,-',r Method Of Disinfection: C; 'O Comments: G ! / / Ay ....., /___ x.</--- . - AN, ze-,2c, i. ,,cam /�/6 c� 2%' /��-�,.�7 7G, Well Driller Name/��/'/ e.;f' �/`;`-jc 4'_9 r. � %7 ' ,/r '-7 -7(:>, Company/( V €:://7 "j.r/-7i�'e`' Mailing Addresdte' �/-3.9-07ek? ".--C-4.- Cityd,-Ci • State g/l- Zipf -'`--- Attention: '`Attention: The well d'iller shall provide a well log to the property owner within 30 days of completion. POST IN A CONSPICUOUS PLACE .-co.e n t S ALL WORK MUST BE INSPECTED ' Field Inspection Request required 2 working days In advance of starting work a, ,r c-,and 2 working days in advance for final inspection. Call(907)343-8206 Q�. r- ,.R •<.� co �'O'V' 'a ct .XI � (A (voice recorder)for scheduling. Permit Is not valid without the call-in and also ; e must include the one-call ticket(utility locate)number. Department MUNICIPALITY OF ANCHORAGE RIGHT OF WAY DIVISION 4700 ELMORE ROAD TELEPHONE(907)343-8240 RIGHT OF WAY PERMIT R182233 Type: General Grid: NW1357 Date Issued: 9/20/2018 Construction Start: Last Update by: PWMER Last Updated: 09/20/2018 Permittee: Ground Up Excavation Contact Person: Brit Nicolas,907-382-3772 Primary Inspector: J.Sauerbrey 343-8044 Site Address: 20993 BIRCHWOOD LOOP RD, Chugiak-@ Crabtree Street ' '� Legal Description: T15N R1W SEC 8 LT 6 G:1357 Original Work �' ..'.... . ' t __ / Description: Install septic system that extends 20'into the 50'ROW Reserve along the north property boundary. t , , See work diagram. <`• Once installation is complete,the property owner is required to apply for a Right of Way Encroachment permit to allow the septic system to remain within the 50'ROW Reserve ;7; 4 . '. Financial Summary ;' ''''.1 '."1# " `�= �:: ::j «< s' Fee Description ti' 1 , Vis,; QTY AMT Prepaid Insp.Weekday 1.00 130.00 -t ' � Permit =s: 1A0130.00 5, ? Total Fees: 260.00 7 $ Y, * . t it,'.::',':,' � �A� :., p2gs '< 'ap : � r�� ''Pl.'"" s � : : s �. ft See reverse for requirements/remarks. I have read and understand both sides of this permit. I agree to the terms and conditions;and I certify that all work will comply with federal, state,and municipal codes and regulations and the provisions of this permit. Signature: 6,,,Lig. d,,:e.i., Date: ' I �O 7 ts ') , 330.?7 4 N 8952' E 14) 59.83' 50' R.O.W. RESERVE 0 TEST HOLES 0 -1— 0 — 104.36' ...- 1 48.4 LT 6 c.,4 EXISTING ci) BLDG. co ..p. /- 110 I-LI > C 1-1-i (f) 11-1 0 (....L.. rD • SHED , w cn o c, o 3 rn m ©. / , • 0 (0) ,'D i 0) lip'll So.3 \ I to' TRAILER \ 61.1 CO. (1, •.P 1 , • 7cD (15i (1,7 1., 1 ri, .j •V \ 1 11111 cl, 7 > A A A. \ A. TRAILER \ (TO BE REMOVED) '9 0 6, •90 /i,,.., \ u, t.J,\ V \ Ak SHED ,-, • 'Pp \ (PORTABLE) # -- 330,53 N 8939'44" E .,,z,..,,,,. .' .' .'• •k..,%, OF AL ,-,57 'c .•••"_t__. ••••• 1 if,,,< .• f-40, c/.)... 49TH W. •••7 0 A ‘e) / VA N n, VA ,,e----7 - , '( • (pp .• Mark E. Davis : '3 77 61A`c3' ** / tirl''',..• .-. LS-7338 ..' l'Q Q4% ** -72.-- ..,(.2`,g' ql.\o',0 ' .....•• (so cv' \l' i-c.f ession6 \--c% tAkwlow v!.+.•,!,,,_\,''"M _ A Lv._‘•!_wAwAwAwAwv10,4 .w—t_ A•A.Aw A, LEGEND: SET FND .."'"•••''''"."":""'"'•••"".'"‘""'""•-•"'"7•."7/4".'""'"•••*•••"•7": ": "•7"''°' EXCLUSION NOTES: It is the owners' responsibility to determine ORDERED BY: the existence of any easements, covenants, or restrictions 5/8-RB w/cAR® 5/8- RB 0 FREDDY BRYANT which do not appear on the recorded subdivision plat. NOTE: 3.25" AL.MON.*MONUMENT. Under no circumstances should any data hereon be used for HUB & TACK ID construction or for establishing property lines. FENCE- —X— X — ... UM MK MI rakvrAtinerix--nw-wwyww,--rnto SURVEY CERTIFICATION: SLANA has conducted a OVERHANG- ligthip.ilt.ii#14 physical survey of this property as shown on this WOOD DECKS- I 1 SLANA SURVEYS IT"VC. drawing and that the improvements situated there-CONCRETE- F-7.7-71 on are within the property lines ond no encroach- ASPHALT- ments exist other than noted. GRAVEL- 6 /\`-';—BUILT 0E: LEGAL DESCRIPTION: SEPTIC STANDPIPES- LAND & CONSTRUCTION SURVEYORS WATER WELL- 0 1200 E. 76th (fax) 929--3369 ANCHORAGE, ALASKA 99503 (907) 5626103 GOVERNMENT LOT 6, SECTION 8 WORK ORDER NUMBER: DATE: SCALE: PLAT NUMBER: JUNE 12, 2018 1"=40' N/A T1 5N RNW SM ALASKA SL-18—MISC DRAWN BY:IC:NECKED BY GRID NUMBER: DMD. I t. 1357 BOOK/PAGE: . 999/99 ,  ~UNIClPALITY OF ANCHORAGE DEPARTMENT OF FIEALT" & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street-(~Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE r)ISPOSAL. SYSTEM AND/OR WELL INSPECTION REPORT I PHONE ' . Eg UPGRADE__ "~--~1 LING ADDRESS ' DESCRIPTION LOCATIO NO. OF BEDROOMS Well Abso~tion area / Dwelling Manufacture, ~~ ' Mater' ~,C - No. of compartme~ -- Liq. ca~gallons IF NOME~D~: ~ Inside length Width Liquid depth FJ ~/u J PERMIT NO. DIS'rANCE TO: Well Dwelling , Manufacturer ; iai Liquid capscity in gallons Well Foundation ~ / Nearest lot line /~ PERMITNO~ No.o, lin,s/ Length ~ae~in~ '~;~' inches Distance b~3nes -- j T°ta' 'engt~f~.~ Trench wid, -- ~ ~ Total effective absorption area Top of,tile ,o finish gra2e Materi,JJ b.n;ath tile ~ ~ incbes Length Width ~ Depth PERMIT NO. T~pe ef crib Crib diameter I Crib depth Total effective abserptie~ area Well Building foundation Nearest lot line DISTANCE TO: : Class Depth Driller Distance to let line PERMIT NO. Building foundation : Sewer line Septic tank Absorptim~ area{s) BISTANOE TO; OTHER ' 13 (Rev. 3/78) F'ERNII' FIf:'F'I_ I CFINT LOC:RI' I ON LEGRL IL I T'-r' E.F:' FII%tlC-;I-.-IL ,qFlC:;iE DEF'[tRTMENT OF HERLTH RND ENVIRONNENI'RL F'ROTECTION 825 'L' STREET, RNCHORRGE, FIK. 9950i 264-4720 ( ~8e~951 ) TOM K, MRCHUGR BIRCHWOOD LOOP L6 S8 *r'tSN RiW :,M BOX 596 C:HLIGIFIK LOT )I~E I I OcT~ 80000 _,;&,-IRE FEEl' TYPE OF SOil. FIBSORBTION SYSTEM '~IS: TRENC:H MFI',:'.:IMLIM WI_ MBER. OF BEDROOMS = ..'~] SOIL RF~TING <SQ FT/BR.,- ¢,~'=.., THE RBi, JIREI) _,[,.E OF FHE 50IL RB_.ORFTION/~STEM IS. THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR [:,RFIINFIELD. I"ME BEPTN OF R TRENCH OR PIT' IS THE DISTRNOE BETWEEN THE =,UKFRCE OF I'HE GROUND AND TIE BOTTOM OF THI7 THERE IS NO SET WIDTH FOR TR THE GRRVEL DEF'TH IS 'rNE MINI FIND THE BOTTOM OF THE EXCFIVI~ i:~-., leu t,4 LI Z E'~ E L) %2; [E P T I C: EXCRVRTION <IN FEET). ENCHES. IUM DEPTH OF GRFtVEL BETWEEN THE OUTFRLL PIPE ['ION (IN FEET). PERMIT RPPLICRNT HRS THE RESPONSIBILII'Y TO INFORM THIS DEPRRTMENT DURING THE INSTRLLRTION INSPECTIONS OF 8NY~ HELLS RD..TRCENT TO THIS PROPERTY RND THE NUMBER OF RESIDENCES THRT THE WELL WILL SERVE. BFICKF'~LL~NG OF FIN¥ SYSTEM NITHOOT FINAL R'ISPECI'~ON FIND RPPROVRL BY TH~5 DE, PRRTMENT N~I,.L BE SUBJECT TO PROSECUTION. MINIMLJM DISTRN[';E BETWEEN R WELLi RND 8N¥ ON-SITE SEHRGE DISPOSRL SYSTEM IS i00 FEET FOR R PRIVRTE NELb OR i58 TO 2~8 FEET FROM Ft PUBLIC HELL DEPENDING UPON THE TYPE OF PUBLIC WELL. OTHER REG~UIREMENTS MRY APPLY. SPECIF'ICRTIONS RND CONSTRUCTION DIRGRRMS RRE AVAILRBLE TO INSURE PROPER INSI'RLLATION. F' [EI;{ I'-1 I 'f E ..-'~: F' I R EE ?S [:' b-- E: E I"1 E~ E I~ 2: dL .. 2L .;¢, I CERTIFY THRT %: [ RM FRMILZF~R W~TH THE REqUIREmENTS FOR ON.-':ZTE .,EHER_ RND WELLS FIS FORTH BY THE MUN[CZPRL['rY OF RNOHORRQE. 2: I HILl_ R4STRLL THE c;'"-' . · -~,2~EM IN~ ftCCORD~NC:E HZTH THE CODE .... · :" ~-T[:M NR'¢ REQUIRE ENLARGEMENT IF' TFIE ~,. I UNDERSTRND I'HRT THE ON--SITE SEWER ~,,c1 - RES I DENCE S I GNED~ ISSIJED ',/]:. 2 0 -] 8 10 12 14 16 Steven A. Johnson Box 76 Chugiak, Alaska 99567 Phone: 6813-3085 Performed :for Legal Bescription X Soils Log Percolation Test Date Test Pit Location ..... ~O '[~_~Ild_3~0 'W of -the S},_dpi~_O_p_~jl. ~y corner ML ML O'to 1' red brown sandy silt w/ organies(ivlL) 11' to 6' red (SW) 275 f t 2/b~ brow~ clea~ well. graded sandygravel with boulders to twe feet 85ft2/bm --! 6!'to 10' dense gray moist silt (ML) cobbles to six inches To~al depth this test wi 'th 30 0 f t 2/bm ].0 feet AVERAGE ABSORPTION AREA REQUIRED FROM SOILS LO(; = j.~0 ft.2/bdrm. NETi TIME_~__LM~n, ) NET D_ROP (In.).__ Percolation rate Signed GR~&TEER ANCHORAGE AREA BOROUGH HEALTH DEPARTMENT 327 EAOLE ~T. ANCHORAGE, ALASKA 99501 2Z'~-2511 INSPECTION/-REBORT O N~,SITE (. NAME_ LOCATIO N, ~/~/0 , SEPTIC TANK: DISTANCE FROM WELL ~"f~:~' LIQUID CAPACITY 7.~© __GALLON SEEPAGE SYSTEM: NUMBER OF PITS SEWAGE DISPOSAL SYSTEM MAILING _ADDRESS~'~(-.~-~' .:.~'-/ .'~"- '..-'~-- PHONE % ~ ./~-L--Z7... ' k....- NUMBER OF MATERIAL '~' ~'~'..~'~ ~-~='~-- COMPARTMENTS INSIDE LENGTH "~"~' INSIDE WIDTH ~ SEEPAGE PIT:(~..~/~'~'.7~/~"~" '"~ ~"~'J:';"~-~"'~' ~ ) OUTSIDE DIAMETER '""~ OR WIDTH ,/ LIQUID DEPTH LINING MATERIAl /~-- c~ ~_~ NEAREST LOT LINE ~-='~,'~" '.~' _. DISTANCE FROM WELl ~ / TO~TAL EFFECTIVE ABSORPTION AREA {WALL AREA) , BUILDING FOUNDATION SQ. FT. TILE DRAIN FIELD: TOTAL LENGTH DISTANCE FROM WELL ./-- '"-~U~DAT]ON , NEAREST LOT LINE. ., OF LINES NUMBER OF LIN DISTA ! WEEN LINES / RE'~NC~H WIDTH IN. TOTAL EFFECTIVE A SC E k,~_~.~ DEPTH: TOP OF TILE TO FINISH GRADE DEPTH OF FILTER MATERIAL BENEAiH IILE IN. ABOVE TILE~ ~./~,,,~,d~, DISTANCE FROM ~' WATER WELL: T y p F ~,,,,~/, ,,~._,=,~.ES.~ DEPTH b,' ~' ~ / BUILDING FOUNDATION ·~-z~ ~SAMPLE. , NEAREST O / NEAREST &~.....~ SEPTIC / SEEPAGE / ~ OTHER LOT LiNE ,~-~- 0 ~ ~ SEWER LINE TANK , , SYSTEM__ , CESSPOOL DISTANCES: DIAGRAM OF SYSTEM DATE GAAB-H D-~ GREATEL ~27 Eagle St. ANCHORAGE .AREA HEALTH DEPARTMENT Anchorage, Alaska 99501 DROUGH 279-2511 SEWAGE DISPOSAL SYSTEM - APPLICATION & PERMIT NAME OF APPLICANT /?-~"~ (.'¢'-"~/hl~ MAILINGADDRESS..~/~.¥ AVl-- RESIDENCE ADDRESS ~/~, /~ ,/ : LOCATION OF NSTALLATION~ LEGALDESCRIPTIONj/ /~ ~ ~ ~ ~, Z'~, FINANCED THROUGH_ ~ TO BE INSTALLED BY ' ANTICIPATED DATE OF COMPLETION PERCOLATION TEST RESULTS__ BELOW TO THIS IS 'ro SERVE AS FILLED OUT BY ItEALTH DEPARTMENT Health Authority certify that ! am £amJ]Jat with the ~equ~ments of Greatez' Anchoz'age A~ea Borough O~'dhm~ce No. ~8-68 and that t~e aboYe described system Js in accordance w{th s~Jd code. ~,~ L.'/-~ ~-~//~, ~. DA'¥E_~T','.-I,., ,~._~ I~')'~ APPLIOANTSSIGNATURE~? ~'_.~__ / DISTANCES: , PERMIT TO INSTALL A AS DESCRIBED BELOW. SIZE OF UNIT TO I~E SERVEl],. SEPTIC TANK SIZE _~.~_TYPE ~ ~__~_-~_. SEEI~OE AREA_.~'~,~?/&r~ __TYPE. /~ ' ~e-~ ~¢'"/ DIAGRAM OF SYSTEM :, ~ (Fill out in Triplicate) Name .of person reque3tlng ap. proval ".~ ' i - ~.~ .... ~ at e~.J~naly$ zs: a. Bae~e~ia], ~/[ ~ , b. Detergent. We. il dar a: .L - OF REQUEST }OR ~P'PROVAL [DUAL SEWAGE AND WATER FACILITIES Sewage disposal syste~, b. Septic tank c~pac,ty in ,allons_~~__.~.. c, ..me o. sep.,.~ .a,,k .a..,.etu.~..' _j~.£ ..... 1. If Dloposal flel8 1, Distance made" show diagram on reverse side of this form. to ppope~y, d,ine,~ h ~o house fo~dation . Distance fPom well to closest ex~st~n~ oP pPo~ 4. 6. Other sources of poss~le conl:am~nation¢ i,e,~ creeks, lakes, houses~ barn~ dmalnage dltch, etc.~ .... . e, Perealatio~ Test h~su.Lts f. 'Percolation Test p~.~formed by _, Uoe the reverse ,s~.de of th~s ~o~m to show diagram. D~a~am should include .~he following info,at,on ~o tank locat~.on~ ~sposal a~ di~eetion of ground slope. 9. The ~atlon on tht~ form is true and co~ect to the best of my knowledge. ~i[~natu~e of Applicant ~0 BE FILLED Q?T By HEALTH DEPART!,~ENT, PERSONNEL, , , e above described sahita~y faeil~tles a~e hereby approved~ subject ,to the ollow~n~ cond~'ions: Ths above described sa~itaPy :facilities az~e disapproved fo~ the following "-App.'oval is valid fora one ' .-' CPJ:cw ;" "."--," .:, ' '-" ~' . ~7' ,'..~:. · '~ ,ea~ following the date of approval. ,July 28~ lOTO Veterans Administration F.Oo i~ox 1399 ~mhorttgo, Alaska 99501 SUBJECT: Facilities 6. ~ction At thc :request of Rose Shockey, att inspecglon tm:; r,mdo of thc se~a~r and water [actl~.t~es ira' the subject ~later is suppli,ad by a 185~ drillod uell,L A water sami)le~ l'la~ S~2i~Of systen, 'consists Of a 10~; cesspo~)l ovor 100~ frown tho t~oll. In order to ~mot. this I~)part~r~fit~s approval, it ~ill. be necessary to install a 750 gallon[septic tank.' permt lor this uork is ncedod and ~;my be[obtpinod free of ~,,1,, off'icc, Following the installation of the .'~eptic 1 ln:;pectlon o£ the sm~or systo ~ will ho scl Sincer~ .ank, anOtl)or ,9,dulado ,fy, CLIFFORD P. JtlDKINS, R.5. BY: t. rat Irc [alecto~ tarhm cc: Rcso Shockoy