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Home My WebLink AboutT15N R1W SEC 9 LT 106A Q_-Vts Municipality of Anchorage On -Site Water and Wastewater Section • (907) 343-7904 Page 1 of 4 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP191150 PID Number: 051-144-46 Dwelling: ❑ Single Family (SF) ❑ with ADU ❑ Duplex (D) X Two Single Family Project: ❑ New *Upgrade Name THE CROSSING AT BIRCHWOOD ABSORPTION FIELD ❑ Deep Trench 0 Wide Trench ❑ Bed ❑ Mound Site Address 20333 STEFFES STREET, CHUGIAK, AK 99567 ❑ Other *UPPER TRENCH/LOWER TRENCH Phone Number of Bedrooms Soil Rating Total depth from original grade 688-3222 6 TOTAL (3 / 3) 1.2 GPD/SF *9' MAX. / 8.9' MAX. Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade SEE DWG. Ft. Gravel depth beneath pipe -2.05'/ 2.30' Ft. Subdivision Block Lot - - 106A Fill added above original grade SEE DWG. Ft. Gravel length 113 (2 @ 56.5') Ft. Township Range Section 15N 1W 9 Gravel width 5 Ft. Beds: Number of Lines - Distance between lines - Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 807+ Ftz 2 10 Ft. Well 2�0+ 200+ _ _ 25+ TANK 0 Septic [IS.T.E.P. [:]Holding F] Other Manufacturer Capacity INFILTRATOR SYSTEMS 1530/1060 Gal. Surface water 100+ 100+ — _ Material PLASTIC Number of compartments Lot Line 5+ 10+ - - NA Foundation 10+ 10+ _ _ LIFT STATION a r Capacity Gal. Remarks TANKS INSTALLED ON 10/29/2020. TIM EKLUND WITH THE MOA ONSITE DEPT. PRESENT FOR BOTTOM OF FIRST TRENCH AND BOTTOM OF TANKS Alarm location installed by PIPE MATERIAL House to tank D3034 drainfieldTank to D3034 Installer GREEN GENERAL Drainfield D3034 CO/MTD3034 Inspector GEG (JODY MAUS) & MOA (TIM EKLUND) BENCH MARK (Assumed elevation) 100.00 ft Inspectiones: 15` 5/13/20 5/14/20 Location and description 2�, 3" 5/14/20 4115/14/20 BOTTOM OF SIDING NEAR GAS METER ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's$tamp �Q604 � Conditional Approval: Date '9SQ0 �....:.....i.. ..............� ......... Septic System V, f rey A. ar ess. 0� 9.. Approved G(> Date l2 �O zo �7-9 4� ,� z .mo o {; -2'.1..0... �C Note: this approvaIA-6/es not include well permit requirements. 4��0440000�� #AEcc (Rev 05/02/18) ERMIT NUMBER: POSP191150 RECORD DRAWING A I B I C PARCEL ID NUMBER: 051-144-46 --------------------------------------- I 1 i I NEW 1530 SINGLE COMPARTMENT INFILTRATOR PLASTIC TANK -- NEW DRAINFIELDS 20' BLM PATENT ROADWAY PUBLIC UTILITIES ESMT. EXISTING o _ E E N N 3 BEDROOM e..n, - MT3------ ----- __ - 3C04 HOUSE Q CO3 s ----- Fs - 1 T4 / 1 - N - ------ --- --- -"�c02 ! ---/ �Y COIL------- MT2 i TH#2 I APPROXIMATE LOCATION OF WATER LINE. A / 1 PROFESSIONALLY LOCATED BY ONE STOP B SERVICES (HIRED BY OWNER). NEW TANKS EXISTING AND DRAINFIELDS 10+ FEET FROM WATER LINE LOCATES PER CONTRACTOR AND 3 BEDROOM VERIFIED BY GEG CONSULTANT, JODY MAUS. HOUSE '_ I N • �'�' '4 , I 1 \ 1 SCALE: !:,.:'.•' . , ,. • : EXISTING DRY \ � 1"=40' >4•+', jA . WELL FOR RUNOFF LOT LINE TO BE REMOVED NOTES: 1. OLD UNUSED WELL WAS PERMANENTLY DECOMMISSIONED BY ARCTIC PUMP AND WELL SERVICE (SEE ATTACHED LOG). 2. PER THE CONTRACTOR, ALL SEWER LINE JOINTS FROM HOUSE TO TANK WERE ENCASED IN BENTONITE. 3. PER THE CONTRACTOR, ALL TANKS AND SEEPAGE PITS WERE DECOMMISSIONED PER UPC. S NEW 1060 SINGLE COMPARTMENT ENGINEERING, SALES- CONSULTING INFILTRATOR PLASTIC TANK 3701 E. TUDOR ROAD, SUITE 101 ' ANCHORAGE, AK 99507' PHONE (907) 337-6t79 • FAX (907) 338-3246' WEBStiE: wh,v.9azneanongtrwc�ing.wm INSTALLED DOUBLE PHONE NUMBER: CLEANOUTS AFTER INSTALLED DOUBLE TANK (DBL3 & DBL4) CLEANOUTS BETWEEN TANKS (DBL1 & DBL2)�RESERVE DRAINFIELD SITE. REQUIRES ADVANCED TREATMENT SYSTEM NEW 1530 SINGLE COMPARTMENT INFILTRATOR PLASTIC TANK -- NEW DRAINFIELDS 20' BLM PATENT ROADWAY PUBLIC UTILITIES ESMT. EXISTING o _ E E N N 3 BEDROOM e..n, - MT3------ ----- __ - 3C04 HOUSE Q CO3 s ----- Fs - 1 T4 / 1 - N - ------ --- --- -"�c02 ! ---/ �Y COIL------- MT2 i TH#2 I APPROXIMATE LOCATION OF WATER LINE. A / 1 PROFESSIONALLY LOCATED BY ONE STOP B SERVICES (HIRED BY OWNER). NEW TANKS EXISTING AND DRAINFIELDS 10+ FEET FROM WATER LINE LOCATES PER CONTRACTOR AND 3 BEDROOM VERIFIED BY GEG CONSULTANT, JODY MAUS. HOUSE '_ I N • �'�' '4 , I 1 \ 1 SCALE: !:,.:'.•' . , ,. • : EXISTING DRY \ � 1"=40' >4•+', jA . WELL FOR RUNOFF LOT LINE TO BE REMOVED NOTES: 1. OLD UNUSED WELL WAS PERMANENTLY DECOMMISSIONED BY ARCTIC PUMP AND WELL SERVICE (SEE ATTACHED LOG). 2. PER THE CONTRACTOR, ALL SEWER LINE JOINTS FROM HOUSE TO TANK WERE ENCASED IN BENTONITE. 3. PER THE CONTRACTOR, ALL TANKS AND SEEPAGE PITS WERE DECOMMISSIONED PER UPC. S T , Lt ENGINEERING, SALES- CONSULTING ..�-u----•. • -..- •-.m - _ �,_..� 3701 E. TUDOR ROAD, SUITE 101 ' ANCHORAGE, AK 99507' PHONE (907) 337-6t79 • FAX (907) 338-3246' WEBStiE: wh,v.9azneanongtrwc�ing.wm PREPARED FOR: PHONE NUMBER: PAGE NUMBER: THE CROSSING 688-3222 20174 LEGAL DESCRIPTION: DRAWN BY: T15N, R1 W, SECTION 9, LOT 106A J.L.M. TYPE OF WORK: DATE: � RECORD DRAWING OF SEPTIC SYSTEM UPGRADE 12/7/2020 (REVISED ®;b c !e! ey A GameMss Mo b C 7953 AV LICE SEego FESS IS.��w' #AECC884 ®$\Y®A�® , PERMIT1N9UMBER: PARCEL ID NUMBER: OP11S50 RECORD ®ppqAING 051-144-46 TOP OF MANHOLE FINAL GRADE _ LID = 98.70 97.40+ STI Mill TOP OF TANK @ 2" OF INSULATION TOP OF TANK @ INLET= 94.11 (PER CONTRACTOR) OUTLET = 94.11 INLET _ OUTLET INVERT OF PIPE @ INLETS = 93.61 1530 SINGLE COMPARTMENT INFILTRATOR SEPTIC TANK INVERT OF PIPE @ OUTLET = 93.34 FINAL GRADE 97.70-98.05 ST2 ST3 TOP OF TANK @ INLET = 93.79 2" OF INSULATION TOP OF TANK @ (PER CONTRACTOR) OUTLET= 93.79 INLET 17 OUTLET INVERT OF PIPE @ INLET = 93.30 1060 SINGLE COMPARTMENT INVERT OF PIPE @ INFILTRATOR SEPTIC TANK OUTLET= 93.13 r I Aw oe� 9 •�: ®B0 Lwtd�,l9/ ..........:dyt .......:................0 ENGINEERING o SALES -CONSULTING -.-�< _- . -• - R �% � 3701E. TUDOR ROAD, SUITE 101ANCHORAGE. AK 99507' PHONE 907 ( 337�6179'FAX 90 33&3248' WEBSITE: mvx.gaznozsetglfwoA�g.com ,�.... ti„ „},, Y, .a, PREPARED FOR: PHONE NUMBER: PAGE NUMBER: l' THE CROSSING 688-3222 3 OF 4 ��m �lJe•rCE-7 ey 5 ess •'_ LEGAL DESCRIPTION: DRAWN BY: V �° \AV T15N, R1W, SECTION 9, LOT 106A J.L.M. ®®#;9e;4�, WOo® TYPE OF RK: DATE: LICENSE® ® pR�FESS1qNP �® RECORD DRAWING OF SEPTIC SYSTEM UPGRADE 11/30/2020 #AECC884 �® PERMIT NUMBER:n DRAWING ^' /-� PARCEL ID NUMBER: OSP191150 RECORD DRAWING 051-144-46 LOWER TRENCH (NORTH) =1NAL GRADE = 98.15-98.82 ORIGINAL GRADE= MT3 CO3 99.06 (HIGHEST POINT) RATA I— FILTER FABRIC •r'i i„ •rr1 " rrrriij Irrirlr �r�i� rr: 2.30'OF EFFECTIVE 1 1/ i; ; r r I r Iyi r r r ♦'; INVERT OF PIPE _?;. 92.46 1-I•I��.' I•I�ier • BOTTOM OF ELEVATIONTRENCH = 90.16 RELATIVE OF R• •� ! •: r. B.G.ON 4/25/2019) FOR LOWER TRENCH = 84.73 (99.06 - 14.33) ELEVATION OF BOTTOM OF TH#2 FOR UPPER TRENCH = 83.06 (99.56 - 1 ELEVATION OF BOTTOM OF TH#2 FOR LOWER TRENCH = 82.56 (99.06 - UPPER TRENCH (SOUTH) FINAL GRADE = 99.28-99.50 - ORIGINAL GRADE = 99.56 (HIGHEST POINT) FILTER FABRIC NOTE: ON 5/13/2020, TH#1 WAS DRY TO 16 FEET AND GROUNDWATER AT 15 FEET B.G FOR THU. �._�., ENGINEERING -SALES oCONSULTING 3701E. TUDOR ROAD. SUITE 101.ANCHORAGE. AK99507. PHONE (907)337-6179- FAX(907)338-3246•WEBSITE:w .gamwserQbowna, PREPARED FOR PHONE NUMBER: PAGE NUMBER: THE CROSSING 688-3222 4 OF 4 LEGAL DESCRIPTION: DRAWN BY: T15N, R1W, SECTION 9, LOT 106A J.L.M. TYPE OF WORK: DATE: RECORD DRAWING OF SEPTIC SYSTEM UPGRADE 11/30/2020 ®®®®®I%�� Aw ®.`.r. .. 0 CE -7953• r/ i� r�� I r- • r� r i rs �r I i r i -r r I I r•'i � i� �: ♦ r I q: ; i�� ! i r'i 1 1 r is 2.05'OFilri rr •/SII rrrl� OF III • Ij1 I II I1 / 1 I r'Ii 92.61 % I Ir /'r I r 1111111 I: I•I •I: BOTTOM OF TRENCH = 90.56 NOTE: ON 5/13/2020, TH#1 WAS DRY TO 16 FEET AND GROUNDWATER AT 15 FEET B.G FOR THU. �._�., ENGINEERING -SALES oCONSULTING 3701E. TUDOR ROAD. SUITE 101.ANCHORAGE. AK99507. PHONE (907)337-6179- FAX(907)338-3246•WEBSITE:w .gamwserQbowna, PREPARED FOR PHONE NUMBER: PAGE NUMBER: THE CROSSING 688-3222 4 OF 4 LEGAL DESCRIPTION: DRAWN BY: T15N, R1W, SECTION 9, LOT 106A J.L.M. TYPE OF WORK: DATE: RECORD DRAWING OF SEPTIC SYSTEM UPGRADE 11/30/2020 ®®®®®I%�� Aw ®.`.r. .. 0 CE -7953• 40- ' LICENSE®44"RmEES00 #AECC884 I I I I LOT 95 I L=31.45' 181=90'06'39" R=20.00' I 13' 0 R.O.W I t` w scri 00b w z I 30' I R.O.W I � I I I i --------------I I LOT 96B L. -.---- --.._-- ELECTRICAL EASEMENT MGKINLEY VIEW AVENUE PER 2005-086581-0 & WATER EASEMENT — - - - - - - - - - - - -- PER 1984-093331-0 30' 20' BLM PATENT R.O.W ROADWAY AND PUBLIC 11.3' N89'58'00"E 280.26' UTI ES EASEMENT ----__y� rHOUSE 35.2 , r ------i---- T ....................... ----- ---- I j--" ��---` M I I i 65.5' '- — ir-- ----- 55.2' D CK 72.1' I I ►� EXISTING LOT 106A HOUSE cv I -�--a_ 58.5 I 3.4 4.3 48.0' I �r.3, -- NB9.55'42"E 300.34' 20' BLM PATENT I ---ROADWAY AND PUBLIC i UTILITIES EASEMENT DECK 5' LOT 105A LEGEND s FOUND PRIMARY MONUMENT AS NOTED O FOUND ALUMINUM CAP MONUMENT FOUND 5/8" REBAR SANITATION SEWER MANHOLE • SEWER STEAM PIPE LOT BOUNDARY ---------- EASEMENT AS NOTED — - -- — ROADWAY CENTERLINE — -- — -- — ADJACENT PROPERTY LINE ------- EDGE OF PAVEMENT - - BULDING — — — — — OVERHANG NOTES I. THIS DRAWING IS BASED ON A FIELD SURVEY PERFORMED BY EDGE CC SURVEY AND DESIGN, LLC ON 11/20/2020. 0 2. IT IS THE RESPONSIBILITY OF THE OWNER TO DETERMINE THE EXISTENCE OF EASEMENTS, COVENANTS, OR RESTRICTIONS WHICH DO NOT APPEAR ON THE RECORDED SUBDIVISION. THIS AS -BUILT SURVEY SHOULD NOT BE USED FOR CONSTRUCTION OR BOUNDARY LOCATIONS. 100 50 0' 100 1"=50' SURVEYOR CERTIFICATE I HEREBY CERTIFY THAT I HAVE PERFORMED AN AS -BUILT SURVEY ON THE PROPERTY SHOWN HEREON AND THE IMPROVEMENTS EXIST AS SHOWN. FIELD SURVEY: 11/20/2020 �4:AP ,�* •49 r/ 11/20/2020 . MARK A. AIMONETTI PLS 13022 (✓j •• CVIN rep,' .1. i(A. Aimonetti o.13022-3 1./20/2020•'5,.;° OffSSiDNAt��'�.� m� Q� m ca u� EC) li � U u0 M Z Q i a o� MGMi E2Lq 9 w � Nm _jo Om o� �n o N SCALE 1"=50' DATE 11/20/2020 SHEET MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP191150 Work Type: Septic Upgrade Tax Code Number: 05114446000 Site Legal Address: T1 5N R1 W SEC 9 LT 106A G:1258 Site Mailing Address: 20333 STEFFES ST, Chugiak Owner: THE CROSSING AT BIRCHWOOD Design Engineer: GARNESS ENGINEERING GROUP LTD This permit is for the construction of: Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy Effective Date: Expiration Date Lot Size in Sq Ft Total Bedrooms: �111ellt f ])CI)aI'tIII ell t 5/14/2019 5/13/2020 40480 ❑ Private Well ❑ Water Storage All construction shall be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Special Provisions: ** Prior to Inspection Report approval, the well in the SW corner is to be decommissioned and the well decommissioning log submitted to Onsite. Received B Issued By: srti�le cvwrrarbmcvf Cvill be5 AIICJ, 1500 ya l a N j rG1q)_9 ce l 6n. %D;( W Y Date: Date: N MUNICIPALITY OF ANCHORAGE - Community Development Department Phone: 907-343-7904 Development Services Fax: 907- 343-7997 On-Site Water & Wastewater Program Mayor Dan Sullivan Ori ite Sewer/Well Permit Application ''!! For ingle Family Dwelling Par el I.D. (651 ••/qL . L(4 Property er(s) - "-- - Day phone 688-3222 Mailing address PO X-670489, CHUGIAK,AK 99567 Site address 20333 STEFFES STREET,-SHUGIAK, AK 99567 Legal description (Sub'd, Block& Lot) LOT 106A -------___- Legal description (Township, Section & Range) T15N, R1 W, SECTION 9 Lot Size Sq.Ft. Number of Bedrooms 6 TOTAL(TWO 3-BEDROOM SF HOMES) APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DEWELLING: (®all that apply) Initial n Single Family(SF) ❑ Absorption Field ® (w/wo ADU) Septic Tank ® Upgrade Duplex(D) ❑ Renewal ❑ Holding Tank ❑ Multiple Dwellings Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE!WAIVER REQUEST FOR: NONE Distance: - 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: 615 Waiver Fees: Date of Payment: (1/36`/9 Date of Payment:n Receipt Number: �t [f$/1 6 Receipt Number: Permit No. v Waiver No. (Rev.01/11) ( J�Sir� GARNESS ENGINEERING GROUP, Ltd ENGINEERING SALES CONSULTING May 10, 2019 Municipality of Anchorage Development Services On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, Alaska 99507 Phone: (907) 343-7904 Attention: Deb Wockenfuss Reference: Septic System Upgrade for T15N, R1W, Section 9, Lot 106A Ms. Wockenfuss: The referenced property is owned by a church called The Crossing and has two (2) 3-bedroom single family homes on it. These homes are served by a community water well located on T15N, R1W, Section 9, Lot 105A, and by private septic systems. The community water well that serves these homes is an approved public water system (PWSID # AK2214219) and the septic systems are not documented. The Crossing is in the process of removing the lot lines between 105A and Lot 106A and renaming the re-subdivision, The Crossing S/D; Block 1, Lot 1 (see Case S12452). In order to do this, it is our understanding that an approved septic system design permit be issued to show how the septic system/s that serves these homes can be brought into compliance. Attached is a septic system design that shows a single septic system that will serves both of these homes and is sized to serve up to 6 bedrooms. We have met with you regarding this and you conveyed to us that this type of installation is under jurisdiction of the MOA Onsite Department. Two test holes have been excavated on the property and the drainfields have been designed within the 30 foot radii of these test holes. We are proposing that a 2,000 gallon 2-compartment septic tank and dual 5-wide type drainfields be installed to serve these two homes. Upon issuance of the sewer upgrade permit, we are requesting that the Summary of Action comment sheet for this platting case (Case S12452) be signed off by your department. Comments regarding the proposed design are as follows: 1. SOILS: Attached ar two (2) soil logs that show the soils classifications, groundwater monitoring, and percolation tests. The percolation rates in both test holes was found to be 1.7 minutes/inch. We are proposing to use'a 1.2 gpd/sq.ft. application rate for this design for 5-wide type drainfields. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: There are no surface water concerns. 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 4. TOPOGRAPHY: The topography is shown on the site plan and design drawings. As can be seen from the contours, there are no slope concerns with the installation of this septic system. 5. WATER WELL DECOMMISSIONING: As can be seen on the attached site plan, there is an unused water well on the referenced property near the west lot line. We are proposing this well be permanently decommissioned per the MOA Water Well Ordinance. We request this be made as a special provision on the septic permit. 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. rely. 1' -• iy • . e..r -ss, P E., M.S. Pre:ide 3701 East Tudor Road, Suite 101 *Anchorage,Alaska 99507-1259 Phone: (907)337-6179*Fax: (907)338-3246*Website: www.garnessengineering.com a NOTE:THIS DRAWING WAS GENERATED FROM A WILLIAM MCCLINTOCK, --I I ;/ / / RPLS 2013 SURVEY ANDA 2014 STEVE GEPPERT,P.E.,SITE PLAN 1 • / / O DRAWING,A COMMUNITY SEPTIC SYSTEM DESIGN DRAWING AND A I / i" / DRAINAGE DESIGN DRAWING.ALL ADJACENT WELLS,WATER LINES, I ADJACENT SEPTIC SYSTEM,ETC.ARE SHOWN BASED UPON THESE 1 co W - - / GO LOT HENT DRAWINGS. n s= I /" 95 / \ 2 c� LOT 94-A I > :~ I / p,N I l 1 z ii I �PG I LOT 96-B LOT 96-A o c N & I I, " I //" I 1 ijos I U►�a /I I I_ CC rn u v ------ �-�--1 '� LJ= - --- - - - - --+- --�" ---- �Q WITTY EASEM IT - - a n a 0 ° L „ ..1 4_,) \ 1 � y , 04 . , . , . . . . . . , e• � __ _ __� mai I 21111 // McKINLEY VIEW AVENUE I / \\ PROPOSED SEPTIC - McKINLE VIEW AVENUE �� (NOT DEVELOPED) I i/ \\ ice_ SYSTEM,AGE 2ODESlc /� \ Y' • / / BLM PATENT ROAOWA \\ I \\ //1 I AND PUBLIC UTILITIEStSMT N ---------------------- I I — — — — - –•}~–LOTLI TOBEREMOVED • ) r1,. / "----- • IIIII a BEDROOM /P -_-------Y/ I I \ ~k w1■■ \ I / / j TH#2 I I. IF — I id I ME 1 / ,4 Z \ / EXISTIN-SEPTIC r 2p0. GOVERNMENT j % H ,X SYSTE S AREAS 1 / - : � r / U • EXISTING RADIUS F 111 •LL `\ LOT 107 I�/" w// :':•;'.;.,.... (UNDO• MENTED) 3 BEDROOM ��'�W I �w URCOMMUNI EXISTING CHURCH I �' ■ .T4 Illi\ i :;. HOUSE I I1 w J" \\� %', / I-- �j• .1.. �, . / I f« EXISTING WELL Q /' , /' , . .•' �• ..I j i :., ,_,_- / I ii :_' . K:•:. .`;', EXISTING DRY ` I + Z O I u ?!;:.1 WELL FOR RUNOFF d NEW CHURCH /' 4 i _ - ♦ i1 _ ADDITION (EXISTING) `� �► ww Q W�y �� / SHEDS i LOT LINE TO BE REMOVED �Ai •• • • • • - Uig - I- 0 2�� / EXISTING SND PROPOSED •� /Ilk C�� I- • / PQM�Q4 a i !STING UNUSED WE COMMERCI L SEPTIC SYSTEM \\ .�.>, I (04 ISI W; O UJ i' • h 2 7 w FOR CHURC /SCHOOL BUILDING • I `� w TO BE PERMANENTLY \ •��•� 1 / U i' I %' J DECOMMISSIONED ` 1�� `�/ / ./� v z0 I ,�C V ■ V1 — w / %' �� I , %• �' .� � i11 �� EXISTING CHURCH BUILDING ,: ,' o El Ear / ,tF, \ , \ .AMN• (. / I:: 2 cn L. ,_ , ,_ .. , ,„ . , -I J T I fI I/1 \ 4111 i j 1 2 L LLI /---. ///- - 4! -- - .�•) .••'•. \ % °NT �J NEWTON SLJBDIVISIOAI'� I �I- • .Lu);1411_?" =.Aie " : l T�lqr a i • \ / e / I ii 1 : \ • • SCALE: \-.S "-- 1�^ ' YA. Gar essi •\<\ LOT114A �i/ I LOT4 // L935----- \\ I r=s0 1 •. ,,p •.iz • • ,.o ma: �'/ I i/ � �/ I �N \ LI ♦♦♦♦ FESS\�:'. \ _ I #AECNC884SE \\\\�� 1 t 1 I I i�1 / t1 \\ \\ 1, i GEG,Ltd.HAS AN 8 PAGE SPECIFICATION LETTER. .' DESIGN CRITERIA FOR RESERVE SITE DESIGN CRITERIA: I SHED I THAT PERTAINS TO THIS DESIGN.BY PROCEEDING NUMBER OF BEDROOMS:6 TOTAL NUMBER OF BEDROOMS:6 TOTAL FORWARD WITH THIS INSTALLATION,THE GALLONS PER DAY(GPD):900 ENGINEER,WELL DRILLER,CONTRACTOR AND • _ _ PERCOLATION RATES: 1.7 MINUTES/INCH GALLONS PER DAY(GPD): 900 PROPERTY OWNER AGREE THAT THEY HAVE PROPOSED APP.RATE: •4.0 GPD/SQ.FT. — PERCOLATION RATE/S: 1.7 MINUTES/INCH — — — MINIMUM DRAINFIELD SOFT. 225 SQ.FT. READ THESE SPECIFICATIONS AND AGREE TO USING CAT II ADVANCED TREATMENT SYSTEM PROPOSED APP.RATE: 1.2 GPD/SQ.FT. "' ACCEPT THE TERMS AND CONDITIONS OUTLINED. . DRAINFIELD DESIGN: MINIMUM DRAINFIELD SQ.FT.: 750 SQ.FT. / • MAXIMUM DEPTH:9 FEET WIDTH: 5FEET DRAINFIELD DESIGN: LENGTH: 31.5 FEET LONG / 9 FEET . EFFECTIVE 2FEET MAXIMUM DEPTH: • • ,.` • REDUCTION FACTOR'0.70 WIDTH: 5 FEET / ACTUAL SOFT.:225 LENGTH: 110 FEET(2 @ 55 FEET LONG EACH) . ...."'...MCKINLEY VIEW AVENUE... ._..:':` 0 EFFECTIVE: 2 FEET /...(THIS PORTION NOT DEV.ELOPEDj �.� REDUCTION FACTOR:0.70 ACTUAL SQ.FT.. 785 / " .•. ...AP.P.ROdIMATE INSTALL FLOW • LOCATION OF SPLITTER / 20'BLM PATENT ROADWAY •• UNDOCUMENTED LOT LINE TO BE REMOVOD AND PU�LfC UTILITIES ESMT. - _ _ � "SEPTIC SYSTEM PROPOSED DRAINFIELDS / INSTALL DOUBLE • SEE DESIGN CRITERIA I _ CLEANOUTS _ 1 ( ) 1 RESERVE SITE (SEE DESIGN ��/ �.. __ / I _ -C ' CRITERIA)�� . _ mi.J / EXISTING --- .� _— -- — / 3 BEDROOM c r�MT —-- —— fO = HOUSE ,.. - / �.. pa _ cb1 . .156 __ 141.. T J •O C• r MT--- -- I TH#1 - INSTALL \ lScO FOUNDATION ..•�Mc TH#2'I" / CLEANOUT / ASSUMED LOCATION OF WATER LINE APPROXIMATE 1 PROPOSED 2000 GALLON STEEL SEPTIC TANK / ?pp FEET IyELL (SEE NOTE) OTE LOCATION OF (RECOMMEND A EPDXY COATED TANK) / SEF N /US I UNDOCUMENTED SEPTIC SYSTEM _I---w.- EXISTING - - - I 43 HOUSBEDRE 1 I INSTALL I • FOUNDATION WATER LINE CLEANOUT • I (SEE NOTE) i • • EXISTING DRY WELL _y:71-Z -1-N 1 • • • • • FOR RUNOFF FOR • • • • • CHURCH BUILDING LOT LINE TO BE REMOVEDIN NOTES: SHED • 1.THE NORTH LOT LINE AND THE 200 FOOT WELL RADIUS SHALL BE FLAGGED/STAKED BY A REGISTERED LAND SURVEYOR PRIOR TO ANY CONSTRUCTION. N • 2.ALL WATER LINES SHOWN ON THIS DESIGN SHALL BE PROFESSIONALLY LOCATED PRIOR TO CONSTRUCTION ' • 0 TO VERIFY SEPARATION DISTANCES.SEPARATION DISTANCE BETWEEN WATER AND SEWER SERVICE LINES SHALL MEET MOA AND ADEC REQUIREMENTS.IT MAY BE REQUIRED TO RELOCATE SEWER LINE EXITS POINT FROM FOUNDATIONS TO ACHIEVE THESE SEPARATION DISTANCES• . CALE: 3.THERE IS AN UNUSED WATER WELL IN THE SOUTHWEST CORNER OF THE PROPERTY THAT IS REQUIRED TO 1, • BE PERMANENTLY DECOMMISSIONED PER MOA REQUIREMENTS. / 1'=30' .11:10\\\1\\111 •••�� OF , ,, N GARNESS ENGINEERING �`�� 49 " •'�'��'. GROUP, Ltd , , CIVIL&ENVIRONMENTAL ENGINEFRq.. . --'.. ... • 3701 E.TUDOR ROAD.SUITE 101'ANCHORAGE,AK 99507•PHONE(907)337-6179•FAX(907)338-3246'WEBSITE www.gamessengineenng.corn 0 •••• •• . . • • • PREPARED FOR: PHONE NUMBER: PAGE NUMBER: 0 s• ' A. G:rn•ss 4• �r• THE CROSSING 688-3222 2 OF 2 �•s CE-79 ' _s• ar PROJECT/LEGAL DESCRIPTION: DRAWN BY: •�v...40* �(;l•.• ••••.�•��: T15N, R1 W, SECTION 9, LOT 106A J.L.M. .1 P P� 4• TYPE OF WORK: DATE: REVISED LICENSE 1111%„S``'�•• DESIGN OF SEPTIC SYSTEM UPGRADE 5/10/2019 #AECC884 loms. I, ♦♦. °4U1111&*11110' 1G — • •''•11...... ♦♦ GARNESS ENGINEERING GROUP, Ltd t ii *i�•, ; •1-'� ♦% '�� ENGINEERING SALES CONSULTING ( / ' .• �; 0 3701 E.TUDOR ROAD.SUITE 101•ANCHORAGE.AK 99507•PHONE(907)337-8179•FAX(907)338-3248•WEBSITE'.www.grnwwndneednp.mw �a SOIL LOG - PERCOLATION TEST �♦♦�' ='re' ss • • �= LEGAL DESCRIPTION: T15N,R1 W,SECTION 9;LOT 106A ♦j♦,4-..• t/ •el iJiPERFORMED FOR: THE CROSSING DATE: 3/18/2019 t • ✓ ' ��P DEPTH LICENSE I%ii,`S`` ��♦ (feet) • '.• #AECC884 1 • TEST HOLE #1 • ••. 2 • •6• GM OR SM SOIL CLASSIFICATIONS SITE PLAN • 3,6 APPEARSd"_ :o'; GW ~ = ORG • ...• TO BE FILL A� `.�«. GP ~~j^ ML • '•' GM J 1 CL a • •2. // GC ��I OL �� • O°D° D. SW I� MH tQ °p0°0 D • •�• '::••.' SP CH 'S 5 •-=E ORGANICS I 3 SM / /M OH �\ t-#'t , LOAM (SM) 4, , y. )Ci� 6 • • ' ScSC i,„ '' • DEPTH TO ' • GROUNDWATER DATE �P N Tf^. • DRY 3/18&19/19 z.iii : • : ;' ■ 14'-8" 4/1/2019 SCALE: 41. ■ DRY 4/4/2019 r=100' %it+^ • DRY 4/25/2019 10 — '1 s: • :i= • CLOCK NET TIME WATER LEVEL NET DROP 11 .•;:a GP TO GM DATE READING TIME (MINUTES) READING (INCHES) -"r'.;� • W/ SOME .4- J =�. ',. • COBBLES 3/19/2019 1 8:08 - 6" - 12 . a ' y" • 2 8:18 *10 0" 6" '.' • 13 - -:a= 3 8:18 - 6" t-=~a� 4 8:28 *10 0" 6" '"S... 5 14 —.•:;Say. • 5 8:28 - 6" - , , 8:38 *10 0" 6" 1 .• • 6 15 -115 =a= -:::.:F."; • 7 8:38 - 6" - • 16 "`' • 8 8:48 "10 0" 6" B.O.H. 9 8:48 - 6" - 17 — 10 8:58 *10 0" 6" 11 8:58 - 6" - 18 12 9:08 *10 0" 6" 19 — PERCOLATION RATE *1.7 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 8 FT. AND 9 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES II NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS COMMENTS: *CHECKED PERK READING AT 6 MINUTES AND WATER STILL IN PERK HOLE.-PERKS ARE GREATER THAN 1 MINUTE/INCH. PERFORMED BY GEG, Ltd. I,JEFFREY A. GARNESS, CERTIFY THAT THIS WASP FOR ED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: C-�{(7 i-1 � jJ 1 ' :. •• • GARNESS ENGINEERING GROUP, Ltd j 4'> `'\ *��% ENGINEERING SALES CONSULTING _• �, / • 3701 E.TUDOR ROAD.SUITE 101•ANCHORAGE.AX 99507•PHONE(907)337-0179'FAX(907)33&3246'WEBSITE:w.vw.0emossavinerBi wn 4...( - 07p ..•r (SOIL LOG - PERCOLATION TEST •��,.. - ey • •. _. ess ♦ � ; ,CIE-7913.. 'T_ l. LEGAL DESCRIPTION: T15N,R1 W,SECTION 9;LOT 106A • 7 � PERFORMED FOR: THE CROSSING DATE: 3/18/2019 '•4I'ROFESS\ v444. DEPTH . LICENSE IIIAim %%%4 (feet) • •.• #AECC884 1 • TEST HOLE #2 • •.1 2 • SOIL CLASSIFICATIONS SITE PLAN • '•' GM OR SM :1d:`--`_o-'>^ GW ORG 3 • •�+ APPEARS `.. GP I ML • ••. TO BE FILL 1[1.) GM ,�� CL 4 • / GC OL • • • 0O ,006 SW ! r MH �Q\ 5— • • I. • •...0•a SP CH '� • • • :/ t ' SM / /j OH QGJ 6 :•=7---72-1-."--Z•;,7:':* ORGANICS 4 9 SC .r� •'• LOAM (SM). ...a. G i: :zee • 7 —,.. ,t„; • DEPTH TO DATE Q' GROUNDWATER �� N :...t=.1!+ • DRY 3/18&19/19 8 ' • .'''z'F; 14'-4” 4/1/2019 SCALE: 9 r'ts,-, • 14'-4" 4/4/2019 1^.100' 10 —4:.4:*: • 14'-4" 4/25/2019 .1c+: I "' • DATE READING CLOCK NET TIME WATER LEVEL NET DROP 11 -�.'''°: • TIME (MINUTES) READING (INCHES) crs' •=•:�= +'; • GP TO GM 12 —..:; W/ SOME 3/19/2019 1 8:09 - 6" .1'•' • COBBLES 2 8:19 *10 0" 6" 13 —... a; • 3 8:19 - 6" -;:i.,•: r•B^"^ 4 8:29 '10 0" 6" 14 �:;xa ° ; : • 5 8:29 6" "'i' • 6 8:39 *10 0" 6" 15 ----4T�*' .+ I 7 8:39 6" 4, • 8 8:49 *10 0" 6" 16 —•-=-=••::: —.- I 9 8:49 - 6" - B.O.I I. 17 — 10 8:59 *10 0" 6" 11 8:59 - 6" - 18 — 12 9:09 *10 0" 6" PERCOLATION RATE *1.7 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 — TEST RUN BETWEEN 7.5 FT. AND 8.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES II NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS COMMENTS: "CHECKED PERK READING AT 6 MINUTES AND WATER STILL IN PERK HOLE.-PERKS ARE GREATER THAN 1 MINUTE/INCH. PERFORMED BY GEG, Ltd. I,JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PE ORMFD IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 4 Z t? f`f J I , `' I iii ii i V�■�' '�?:::::::::...'�.°., iE- F � 9 ;�li\�i�-y-. 7.i ►Pyi < W efEEDIe , ■.■11 EE■I■If■■ �.��.,. , �. 10lrt-v-Mr Me. t`1 �g rAsOon ' t7. I + ■i4i3=■lb:arstlE■•.�: •. LOT 94-A 2n. , ! ,�r GOVERNMENT _■.u=�r,�t�:••i. Mi �,w, , d LOT 96-8 LOT 96-A -■'■■!-ptt MIMI ,• '�, (PLAT 73-139) N e� LOT 95 ■■■o ' k (PLAT 76-tu) I (PUT 76-144)- 1 8-tu) ui.ii��ti/ ',. ■ } 13 SUR _c_� ace 1 :11-1".:A.:iii .7:•SEC 4::'::11.4-611 :44.44 I' I..{'I 17- Irrilim grizieof A' 1 1 30,IDEM,-EF-MT pI•s1007 /JI.1Y 01 L _ _ _ .--.-.--.�J.s- I '� - 11114.4. �' M Liam 6V091r 91. OF HRAwTPM - •• 'X 10e .� , (!A,ort NA, 2189'515.31- 130.75' MIKA r �"� N89'S8'00'E 1321.75' ; 0XCMII ,' I{� 1 , pAssrl2oT ,31,.707 0'• VICINITY MAP SCALE: 1'- 2000• 1- ++� ''- - �--/'s'xaot 131712•W---' b-- ----1-4.=-- ------- ------=_- s --��'1'S�- USES OUACAANG E YAP ANCHORAGE(8-7),1980,REV. 1972 w7. McKINLEY VIEW AVENUE =.n 's, _ f ,-..6--,,, (AM7aho7 21240•C) 51 S -�- - 2.8938'00.0 mar I b N89'S9'17'E 2.5.14 A-t r r 1 posrarr 1aaa7 } l� q-� x's • A I I. J` •11 M4IES 1 A 9O 21'32'// •�{ x7.DKA NoroNAT a ware LIMES rw,odr A---- m'KIM uru,o WORM e-89'So'or _ 1 Nwcnc=LINDEN ' i' T R-20.00` + R-20.00'-- PER MS aNaANaE NN I.NME a A SLAM 1800-0f-Mr EMINENT MN caoraMlr LOT na 3ECNd A 101094►,3 KIRM CCM I W3.WORD NERDAN.=KM TO,IE MTN45NA • I 1-31.SY, ;q,E s�r A i, v g L-31.38' ""RAIZ�� ncLme ASSOC/AN ERNIwq n[=MC oavNET No Rs mows Noon C8-N44'44'44'E .000 774.41414'" R IAC; V C8-545108'28-E =MOM N N101aT,TNE NWT NT WIISNIICT.OPOTATT.EDM''mem'N ,' I CL-28.39' `` X \\./.02 ;\. CL-28.24' 1 mow mAAswsaor MOM TOnuoc am®UDE•LANE a STSTEK N S 9 a1o1Y107 . \\l H �M31717 ELSOENT NM NEoaIOFD ION!Al.PIgf.N4aoR/Q COMM MINK,. (R-Mau) I^'-. 7. ) PMMO ARCA = AA.MDo7 LOT UNUAR.a ISIS.COMMENT LOT„I MS N[9IOIu0C9 AS A PAN,Cr •• �• I21 a-3,.43) 14h. \\\\ R-.n.fs7 LOT,EDA Pu,DA»-u N4o1aAa MONAD oanscr. m �` \+\ l I E AS STAID N NOTE I OP NUT NP II-IL NE 10 ROT IEE AIME LNolCAMO ;I' ,1 ` \\ \\ \_ n' TO ME MOMS NOWLION A 01,71 AND T is NC T, • a o atlxla\BI(ILQMC.' 1 OOP u t woes A1„1KMOM MAN AM POTNuro4 AM urmNNrt v NE LOT 106A &II 3Jry► e'1e1\\\\\��\jj app b. 43 I L MSAPN.s•EV To M MPMYK 6 is YwAutt o AwIaACE. Y, n (RAT 75-102) 1, -T,\` I E ```_ \� \+iAi 1 AS STATED N NO E t v ON MI NA LFII OaECT ACCESS W10 MOM=l0Y \` _ \. MN nem 106 PROMtn Al.t tYfD TO A VOLE MEM. �� 0 I .r •,Sr .AS STAaN N Moa 3 v v PLAT NP Wit M ACCESS 10u t PpN17t0 NON • '. 4 I .,•�\ . a �' Q I�,.n,In ,MS NIDOF111T.101 INA.TO 191191 Da10T. 4 ...„...1 \ ....~' N8938'Ot'E 300.32' .�.+\\\`4\ anareal •"I Yr1Pa�:vl]'IL'/4• c2. ams STAND N Moa a v v PLAT Ns.II-e4 n4PnE MALL t No NM now no %%� l�$� • 047 lNarsl ioz ,ronN7 NE OUNOAIION \ a I Ole Ac®vaxls NCR MAW Uri ANDRE TO DC aNNEa Nu AT INE NaTN SCE f" ,' F] (Nes317o7 .02.47.C) I y • 111 .41 v a,+osA GOVERNMENT/ '' ® 1 ,�'M. I •� O ® FOUND YPIArN'i/4•Kww w 2 IE mn-X07 D 2 MONIED.ME NO A SOIKr WAS T OF NE EIT+m4 L O T 107: w oEmrw-nom Nn E-ANUNIr-moa AM A SMOG EMT v INE Nn Natio Y NIA10N.CAP FOROM ON AM SI1aaN0Io ARG WAS PosaNED NEMO4 31-04-2013 AM / O ® a snr NEM *A*�NL 7.M oaT+OUNCE v LOT 1mA tic awlwr ORT As v ME 2031/ / .1)....- r.....IJ 0 FALAI,NOH PIPE = i SA" 7.N[rE1D PR AS 60AS 3 IID 1US POST N10CESg ST•lr arS I10 RM EDS ( ', R OEw I 0 A A'a1e 3/I•MAN NUN1pEN1a Af TELL N CC44Lpm4K roTml STAtn4 4EA9PEEITE LOT 105A v° '.' A_ I O / 1 MINER NELCOMM-9,Elm a F9ib.I USED COM MX SUMAS N0.Y7FD tOPCW 11001 a 001..NNFN } � / 1 I1 0 . OOWID COMER CR ET isTA.0AL 4miOA�OMENS A4a0 u!0 MS A WPCa4 ON-300 IIOI@WaID r N/ 11 aetnc ev \ - , I l '= a ELF-INC PDQTN. A,NE ma NIID TUNNY MS PC CAND MAC MIX COMON NO OXON • n \ � I 1 roam.c•AMOK NrAT M NAT NOT KALE BEEN ARMOR,MONO NE PnD I '' o \�' 1 LLMC C 1UtN>i BUIIpNC '$' /8 KAT mIM2ION sa1Kr. fg o \\\ 1., ` m con'SPE ISI dI10 a n(nUD 34aKTa M CAUNM O VAPPPAS 721[a APAfm rt T nE 11g Nr NP.�oNseuTT v nE ovula ro 1.oGAa AM LOTET t1E EOCA710Nf O ANT utum ~-77E� 10'a2.NOAOIIAr `� • WPM QENgIT MBE fAKND1C1N71 tOla y = a NINE URJ14] \� A I \� .,' I ,"t•\ q, 2vE LENT 86 /U20dT °w °.. i�. I 1 �' r(3DN7170.1r 302 47.C) \ .,',7j. 1 \ •ro• '11 / 4-.::..;• 4 E2L9waE PEDESTAL i' M, (Srrs4W11 7J.n7 --._,_._- 10:UNT.•ONNuaUmar e7. Z �T- se9ssss'w 299.04 - lllllllll 4 NUN POE • T S8951'33'w 10&73' sears f8'w 1oa4o' t 58Y'SS't5'wistme8" „. ✓ I � A ese 1 \ 1. M X TELL 7.r 1 I !CtEAl101a EA■lErt ` I I .�' MIX NNI10.E • 1 NEWTON SUBD/V1S/ON k >«>«>a QED DATA ISI 1 0',I I I I 1 pa XII AR) P-Toga Pm SURVEYORS CSRiQiCA� 3d• (PLAT I4-107) 'g• §IA q 1 1 aim THAT 1 AN PROPERLY MOM NO DOOM)TO PIACNCE WC 11 `' 0 g ''''A7 AT 11 Er:4-°PD sumE NnTICia SIA Nr CT,IU SIS'WIG NL71E3011S A / ,,, I LOT 4 LOT 5 't..I" W.NNAq(� $ I I (E•Aala'C)1E•XXIDATAP9 S- LOT 114A 3 I NAT 79-222 t �•ra^ LOT 105A I1n/�tdA=�lulAl.t;l b- 3 IPU,82-207) I I I 3�� soar�,,,,[ I pr Ax.a SIJ TEaD Mn POI .LN NPCM10pf wa t 222 I 8�1 rpor I ' 1 Pur 75-H6 LS-SNO a uro areKw 2 to / / Ls-s4eo - - I -- -- 1 L D T 6 I a / - m4Ta,1 w,oN4. ^ 1,02 D 1 / / R'4CE • I r.para7.• Nd 7.J a t bAnn FICHES 0.008 RLVA,IW L.- - 11 N8Y'SS17"M 8984• y • -i, (MO'SJ 8 I I / / AC,...k • NEWTON CT 9 w �oosf 20.ar ; p-1Nr7r7 / / SAP,: ' • I - - I �'�E9'�S-1 YI�I PN89.88'• ;c2 v -Tl&5 4 / ..?...•..... ooc , I ; (sM77.307 ono*r) O PARRIE ARCA (1-11&S4' •• LOT 1 T$ a-ss1 3 o3'E c/ 17. T •• (/� : ,� `@ $ L-116.2' 1• WDA1� +oa: ; I w R-1108.74' •A,•�{,1,;:5_{ D �, 7.r 11 e-eVb24' I •••a�c�u\�•� NOTE: r • N N I LOT 3 LOT 2 ,t•.. At ' I� •,•( AS-BUILT SURVEY (Pu15OT 2122B I ' of u •f� • ISI INFORMATION OUTSIDE OF LOT 4. ' a-29.70' ' I$ 105A CURRENT ONLY AS OF 541•se•49'w 1I JI' so' ➢ 1 s' A ,y' N1:1111•K•EASOOIW �N. L-33.47 JANUARY 8TH, 2008. , J ' O __ ,,7 X _ ± I N.R-20.00' - J • -� -- L_- - 5894JS4Tw 90 Ge Nm1/7/12w 1965')_ - A-115'53.07 P(M f747 1P- J AS-BUILT SURVEY OS. / I 4 Amos", aar.)1 I 0.N 20 OECTNC I NOECOMARANaO EAmIT A. A.ar--.... (l.u1r • / LOT IMSA R KAREN AVENUE IR - - - J I. s893e1ol _ -} (PLAT No. 99-68) - - v�oss/1A7% ia414 SITUATED TEN4N SEC110N 9.Tt31A 15 Im*EMAIL N I NEST, ASKA OMIT/MO a,■ACRES.ACRE ON LESS 8ANCHORAGE RECORDING DISTRICT It It PREPARED BY - -+. -4- a1(� -1 UcCUNTc LAMS ASSOCA 1FS PI I / l 4 I r i a 0 U 40 Io IMI IMO MIMS 9aEEVAM. SOI DE SPAM.ALAS14A I1677 E77 SCALE IN FEF, 1607)014-44011 IPAR•.. 1•.-40• 951 NI .01 ,3-131 0S.A113-13 N M A P 210-21 IJr 1 Jr I I t 315 111231 TM .0 0m1E is-1-1.3 G,9.: .1-OWK 9201 1 OF 1 O Eag River Area ~ ' ~ GREATER ANCHORAG~ AREA BOROUGH 3-J Department of Environmental Quality ~~ ~330 "C" Street, Anchorage, Alaska 99503 274-4561 Date Received March 10, 1~77 \ll;3Lb Time of Inspection lt~a.m. ~~ Date of Inspection 3-~-77 F~iday REQUEST FOR APPROVAL 0F Ke/n~dy 1. Approval requested by: Mailing Address: 2. Property Owner: Mailing Address: 3. Legal Description: 4. 5. 6. Robert L. Chadwick Box 499 Chugiak~ 99567 Lot 106A Newton Subdivision Phone: Ph0ne:~688-2472 Location: Type of facility to be inspected Well Data: A. Type Individual B. Depth No. of bedrooms ---C 160' C. Construction 7. Sewage Disposal System: A. Installed C. Septic Tank: D. Seepage Pit: E. Disposal 8, Distances: A. Well to: Septic tank Nearest lot line On-site 1. Size 1. Absorption Area Field: Total length of lines D. Bacterial Analysis system B. Installer 2. Manufacturer , Absorption area , Other contamination B. Foundation to septic tank C. Absorption area to nearest lot line EQ-034 (1/74) 2. Material , Sewer Lines , Absorption area MUNICIPALITY OF ANCHORAGE I~/A4UN~cIPAL~T'r'/ OF DEPT, O: DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION ENVIRONM~Ni~\i 825 L Street, Anchorage, Alaska 99501 279-2511, ext. 224, 225 REQUEST FOR APPROVAL OF INDIVIDUAL SEWER and WATER FACILITIES 1. Type of Inspection: VA .FHA 2. Property Owner: Mailing Address:.~'~.,~ z/'~¢~'' ~/~'~"/~/.~ .~?~d'~-~ Day Phone:. 1 0 19/7 _____CONY ............. 3. Name of Buyer: Mailing Address: .... Day Phone: .......... 4. Name of Lending Institution:_ Mailing Address: _Phone: 5. Name of Realtor or Agent: MailingAddress:~"-~::.~3t--~O~ ((.3) L~°-'~ 1 _Phone: ~ ' , 7, Type of Faciliw to be Inspected: ~ .......... No, Bdrms ........ Type of Supply: Public Utility__ ~,ndividua,_~/~ ~_~/ If Individual, number of dwellings pr~ently served ...................... -. If Individual, depth of we. It Sewage Dispo~sal Syste.~m Type of S~ystem:~ Public Utility If Individual, date of installation_ Individual (on-site) 72 003(3/76) Page 2 of two pages - R~ est for Approval of Individual ~er & Water Facilities Legal Description Lot 106A Newton Subdivision Comments Approved __ /? D. isapprove~ pate ~/x~..~ ~ tre~at~A~[e°V~lreaVa~lodrouf~[,°~eeoaYi~enf~°omfditnveirS~mn;dntal Qual~t/y~/~7 DIAGRAM OF SYSTEM certify that the information contained in this request for approval to be a true and accurate representation of the subject sewer and water facilities and these facilities are operating satisfactorily. SIGNED Date EQ-034 (1/74) ~qUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L Street, Anchorage, Alaska 99501 279-2511, ext. 224, 225 1st Inspection: Time Date Inspector REQUEST FOR APPROVAL 1. Lending Institution Request: Mailing Address: Property Owner: Mailing Address; o 3. Legal Description: 4. Single Family Residen ( ) Multiple Family e: ( Date Received: 5. Well Data: Constructio 2nd Inspection: Tim, Perm~ Tank Size /Absorption Area 7. Ins ~tor INDIVIDUAL SEWER WATER FACILITIES Number of Bedrooms: qumber of Bedrooms: )epth Phone: Phone: Sewage System: On-site sy rem Installed Mam Soils Rate Distances: Well to Septic Tank to Sewer Lines Nearest Lot Line Absorption Area to Nearest Lot Line Well Log Filed Analysis ( ) Public Utility ( ) Installer [acturer Material to Absorption Area