The URL can be used to link to this page

Home My WebLink AboutGLEN EAGLE BLK 2 LT 6Glen lock Lot 6 050-601 Municipality of Anchorage On-Site Water and Wastewater Program • (907)343-7904 Page 1 of 3 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP171115 PID Number: 050-601-02 Dwelling: ❑■ Single Family(SF) ❑ Duplex(D) ❑ Multiple (SF and/or D) Project: ❑ New [' Upgrade Name: Michael & Heidi Miles ABSORPTION FIELD Existing Address ❑ Deep Trench ❑ Shallow Trench [' Bed ❑ Mound 23805 Sunny Glen Drive Eagle River, AK 99577 El Other Phone Number of Bedrooms Soil Rating Total depth from original grade 229-8660 Four GPD/SF Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe Subdivision Block Lot Ft. Ft. Glen Eagle 2 6 Fill added above original grade Gravel length Township Range Section Ft. Ft. Gravel width Beds:Number of Lines Distance between lines SEPARATION DISTANCES Ft. Ft. To Septic AbsorptionHolding Sewer Total absorption area Number of trenches Dist.between trenches From Tank Field LiR Station Tank Line Ft2 Ft. Well >100' NA >100' N/A >25' TANK ❑Septic II S.T.E.P. ❑Holding ❑Other Manufacturer Capacity Surface Water >100' NA >100' N/A Anchorage Tank 1,500 Gal. Material Number of compartments Lot Line >5' NA >5' N/A Steel Two NA Foundation 4.251* >10' 4.251* N/A •LIFT STATION Manufacturer Capacity Curtain Drain None Noted Anchorage Tank/Orenco 1,500 Gal. Pump on level at Pump off level at High water alarm at Remarks *See Waiver. 42 in. 38 in. 44 in. Pump make and model Electrical Inspections performed by OSH P2005-11 Power, Lighting & Cont. PIPE MATERIAL House to tank D3034Tank to D3034 Installer drainfield Royce Martin Drainfield CO/MT D3034 Inspector J. Millette BENCH MARK (Assumed elevation)100.0 ft Inspdea teo$ r' 6/3/17 2"d 6/3/17 Location and description 3"' 4,' Garage Slab COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL ��F '�'l 11 + Conditional Approval: Date _ '•-f- r*. 49TH f< '.v• •I •0111 ' 0$ jO**MICHAEL E. ANDERSON :' ' i. #I��,• CE-4381 .'47-. ApprovedMX,Ok, C_COUtzfq Date 1/ .9( 1 /•, h.,OFES5t4 ++� Inspection Report_9-1-12.doc Municipality of Anchorage DEVEOPMENT SERVICES DEPARTMENT 4700 Elmore Road Anohonagm. AK� 99519'6655-343'70U4 Permit Number: OSP171115 PID No: 050-601-02 Page 2 of 3 -4 rO ,,v GLEN EAGLE 29,354 S.F. 7,3 410. S: \ Existing 65' Long , Absorption Trenches. / ^�� ~� U � �"� o \ ,: 0 ExistingNOTE: Well No Upper Deck Supports 01 ` one Within 5' of the New PI , i , Septic Tank. r. cv NOTE: Home sz 4" Insulation Over Uno ,v Under Driveway. * %. -°' • �N�' b -_ _- __ `` � .` � `.€:' �� Existing SepticTanks �� ' LOT v Decommissioned in NA B Accordance with Municipal o S2 7.7' 31.9' Code. Z \ S113.7' 31.7' \ MH 7.0' 32.6' . Well Existing / LEGEND «» Well __ __ MT — Monitor Tube ,n' UTILITY EASEMENT \ y FCO — Foundation Clean Out voalkiraigiika 4i4b"-( — OF /4A TH — Test Hole CO — Clean Out MH — Man Hole�� U� � SCALE r = 50' Municipality of Anchorage Page 3 of 3 DEVEOPMENT SERVICES DEPARTMENT 4700 Elmore Road Anchorage, AK. 99519-6655-343-7904 On-Site Wastewater Disposal System or Well Inspection Report Permit Number: OSP171115 PID No. 050-601-02 99.5 I U (A Lti I;,_ 2lI 96.5 1,500 Gallon STEP Tank 95.0 Tank Only Replaced Under This Permit Existing Tank Decommissioned in Accordance with Municipal Code. * i ; 49th �• i _ •C2A.•MICHAEL E. ANDERSON. ! PROFILE AS BUILT .`,.p: NO. CE-4381 ,, . No Scale j:�•• 17•• .... �~ Mike Anderson From: KATHLEEN MARTIN <martin4@mtaonline.net> Sent: Thursday,June 8, 2017 9:19 PM To: andengr@gci.net Subject: Fwd: 23805 Sunny Glen Dr Forwarded Message From: "Aaron"<plc.chambers@gmail.com> To: martin4@mtaonline.net Sent:Tuesday,June 6, 2017 5:52:58 PM Subject: 23805 Sunny Glen Dr Property-23805 Sunny Glen Dr. Electrical installation of power and control for sewage lift station. The lift station was installed to the latest guidelines and the manufactures recommendations. Physical install used two runs of UF cable for pump power and high limit controls. A remote high limit alarm was installed on a separate circuit. Field terminations were in a j-box provided ,using silicone wire nuts. Cables are protected from damage above ground using liquid tight flex conduit,appropriately grounded at the controller with grounding bushing.The function test of the hi limit and pump were successfully completed. Aaron M.Chambers Power, Lighting& Control LLC EADE 1831 13841 Savage Drive Eagle River, AK 99577 plc.chambers@gmail.com (907)242-5211 1 -- �»enr Municipality of Anchorage s� I (p;irlmenr P.O. Box 196650 • 4700 Elmore Road Anchorage, Alaska 99519-6650 • (907) 343-7904 • Fax (907) 343-7997 http://www.muni.orq/Onsite Development Services Division On-Site Water and Wastewater Program **** VARIANCEIWAIVER REVIEW **** Waiver#: OSV171048 COSA#: Permit#: OSP171115 PID#: 050-601-02 Legal Description: Glen Eagle Block 2 Lot 6 Engineer: Anderson Engineering Applicant: Michael & Heidi Miles Your request for a waiver of the required 5 feet horizontal separation from the S.T.E.P. tank to the building foundation has been approved. The approved separation distance is 4.0 feet. This waiver approval applies to the installed S.T.E.P. tank only. Any future upgrade to the on- site wastewater disposal system will require all separation distances be met or another approval from this department. ❑ The affected adjacent property owner(s) have been given a 7 day notice regarding this waiver. ❑ Notarized letter(s) of nonobjection have been received from the owner(s) of the affected adjacent property. ® Adjacent properties are not affected by this waiver. r Waiver is Granted: X Waiver is not Granted: Date: 6/i / oApprovedY 17 b : ate__,C..4. ciux Name of Reviewer **** VARIANCEIWAIVER REVIEW **** ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, AK 99524 522-7773 677-7766 (FAX) June 9, 2017 Municipality of Anchorage Development Services Department Building Safety Division 4700 Bragaw Street Anchorage, AK 99507 Attention: Plan Review Engineer On-Site Water and Wastewater Subject: Lot 6, Block 2, Glen Eagle Subdivision Foundation to Septic Tank Waiver Dear On Site Engineer: The existing STEP tank on Lot 6, Block 2, Glen Eagle Subdivision was recently replaced with a new tank. The decommissioning of the existing tank was difficult and construction challenges resulted in placement of the septic tank 4.25' from the edge of the foundation wall. The vast majority of the tank is more than 5' from the foundation and only northeastern edge of the tank encroaches into the 5' setback. Since the separation distance is less than 5' a waiver is required to meet Municipal Code. The house was originally constructed in 1977 and has stabilized on the site since that time. The attached drawing illustrates the septic tank and it location in relation to the house foundation. The influence line of the footing and foundation when projected down at a 1:1 slope does not encroach into the septic tank. We hereby request a waiver be issued allowing the septic tank to be 4.25' from the edge of the foundation. Sincerely, .oivtiviti 14-‘41, 1 gZ$ O A4=4+111 491H Michael E. Anderson, P.E. .... ... ...,�•.40 Attachments MICHAEL E. ANDERSON : 1J f•. • � CE-4381 114.•. 4-$ iJ:•'� ;4 11 p4'OFFSStiO* + ' GLEN EAGLE SUBDIVISION BLOCK 2, LOT 6 4.25' 100.0 99.5 L- = 1= — .= — 1— = - - --� - 11-11-11-11=11-1_I-11-.11-11: it II :II I :11: .11: II 7f 11: 11: tr. it it II .11: :11 71 :II 11 II :II al .11: .11: :11: 4.0' 2" Insulation 96.0 — iiiiiiiiiiiiiiiiiiiiitii \ 1 \71 G \ i i 4 • 9th !� `• �: M ANDERSON ■ FOUNDATION TO SEPTIC ,�14.40 Not '�i 4r '- TANK WAIVER �- •'4•>; ;�;;+ SCALE 1" = 3' �,N1GiPAliT�O MUNICIPALITY OF ANCHORAGE t 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.orgionsite )chartmcnt 4hCH OR R'� On-Site Wastewater Disposal System Permit - 3� 1 1-`0-901 Permit Number: OSP171115 Effective Date: 6/2/2017 Work Type: SepticTank Upgrade Expiration Date: 6/2/2018 Tax Code Number: 05060102000 Site Legal Address: GLEN EAGLE BLK 2 LT 6 G:0160 Site Mailing Address: 23805 SUNNY GLEN DR, Eagle River Owner: MILES MICHAEL S & HEIDI C Lot Size in Sq Ft: 48318 Design Engineer: ANDERSON ENGINEERING Total Bedrooms: 4 This permit is for the construction of: ❑ Disposal Field 0 Septic Tank ❑ Holding Tank ❑ Privy 0 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 Received By: I,,e/(Ria/7, /J r�� Date: 2 Ca s � n Issued By: ?PrCC . Ca Date: (0 j02 017 MUNICIPALITY OF ANCHORAGE, ,' . , ,"ll rI_ Community Development Department on y Phone: 907-343-7904 Development Services Division [� r [� �J� Fax: 907-343-7997 On-Site Water& Wastewater Program fy �J �.7 1 7. 8 9 1 0 77 ON-SITE SEWER/WELL PERMIT APPLICATION ti�v RUSH' `'9 050-601-02 �� -� �i�� JUN 4 ] 2017 Parcel I.D. 3:20,ti Property owner(s) Michael & Heidi Miles Day phone 22'' •60 A Mailing address 23805 Sunny Glen Drive Eagle River, AK 99577 c><< 6 e it `' Site address Same Legal description (Sub'd., Block & Lot) Glen Eagle, Block 2, Lot 6 Legal description (Township, Range & Section) Lot Size 48,318 Sq. Ft. Number of Bedrooms Four APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (0 all that apply) Absorption Field D Initial ❑ Single Family(SF) ❑X (w/wo ADU) Septic Tank ❑X Upgrade I Duplex (D) ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE /WAIVER REQUEST FOR: S SG kT-U1\\K Ayr, \40wAN,-L-V1/40,;\ Distance: '{'25 I certify that the above information is correct. I further certify that this is in accordance with D applicable Municipal Codes. LL & a 1, (Signature of property owner or authorized agent) Permit/Rush Fees: Li -00 Waiver Fees: 1t 21'5 Date of Payment: 11- Date of Payment: 012- 111 Receipt Number: 0g6S567 Receipt Number: 0 3O 3 \ L Permit No. Q S P 11- Ill `l Waiver No. 05\1 111 U1/4"\ Permit App_'-:• ::.._c ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, AK 99524 522-7773 522-6779 (FAX) June 1, 2017 Municipality of Anchorage Development Services Department On-Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, AK 99519-6650 Subject: Lot 6, Block 2, Glen Eagle Septic System Design and Permit Application Impacts to Adjacent Properties Dear Onsite Services Engineer: The 1,250 Gallon STEP Tank on Lot 6, Block 2, Glen Eagle Subdivision has failed and must be replaced. We are proposing to replace the tank and lift station with a new 1 ,500-gallon STEP tank to serve the four-bedroom home on the lot. The existing 1 ,000 gallon concrete septic tank will also be decommissioned in accordance with Municipal Code. We are therefore requesting a permit be issued for the construction of a new tank to serve the home. The attached Site Plan and backup documentation identify the location and configuration of the existing septic system and the location of the new STEP tank. Also identified on the plans are the wells on adjacent lots. No conflicts exist between the well and septic system on this lot and those on adjacent lots. The existing tanks will be decommissioned in accordance with Municipal Code. The drainage patterns on the property will be maintained after construction. The ground surface on the lot is basically flat in the area of the new tank. The tank will be placed near the same location as the existing tank at nearly the same elevation. It will then be tied in to the existing service line. The tank will be constructed in conformance with Municipal requirements. If the tank is constructed in accordance with our design the following statements apply: 1. The tank, if constructed as designed, will have no adverse impact on the wells in the area or those to be constructed in the future. 2. The tank, if constructed as designed, will have no adverse impact on existing septic systems in the area or those to be constructed in the future. Lot 6, Block 2, Glen Eagle June 1, 2017 Page 2 of 2 3. The tank, if constructed as designed, will have no adverse impact on reserve space, either surface or subsurface, on any lots located in the area. 4. The tank, if constructed as designed, will have no adverse impact on drainage patterns in the area. The current drainage pattern will be maintained. Sincerely, E Michael E. Anderson, P.E. Attachments 111 .•�P� 'OF �� S�•i 9• ��i� 4 9th 1 I. • r 1LL• • •• ,t MICHAEL E. ANDERSON 0•J, N o. CE-4381 GLEN EAGLE BLOCK 2, LOT 6 r ry, , s 29,354 S.F. `�' oQ S8. c9413...4) �'. 49436 ?p. IP 1) S0O, / i1 / Existing 65' Long Absorption Trenches. LOT 5 \ / NOTE: 1Existing M Well STEP Tank must be a N minimum of 5' from all r) iN. deck foundation supports. N. I:: N New 1,500 Gallon Four Bedroom NOTE: STEP Tank. L.3 Home _ Place 2" Insulationank m7I all" 1. O Line Under Driveway. ,• N 'xisting, ft Q Septic an. cn STEP Tank.,' 3 % `� / LOT 7 SCOPE OF WORK o Decommission Existing STEP Tank Z and Concrete Septic Tank in Accordance with Municipal Code. Place New 1,500 Gallon STEP Tank and tie In Existing Absorption Bed. 0 Existing Well Existing ® Well _ _ _ 10' UTILITY EASEMENT 4t OF 'C�?.� �v`'• SUNNY GLEN DRIVE - � � LEGEND i l 49th �� 1illi — - - - MT — Monitor Tube ' 7 I FCO Foundation Clean Out 11 TH — Test Hole To�';MICHAEL E. ANDERSON I SITE PLAN CO — Clean Out tv� - No. CE-+381 ti MH — Man Hole 114111M��,5-: 4� SCALE 1' = 50' Municipality of Anchorage Page DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: ~ ~/5'o~o~ PID Number: oSo - Go I - Name; Wastewater System: [] New (2' Upgrade Address:CAG~ ~'~'~ ABSORPTION FIELD NO. o~ Phone: ~q~ - 1%7~ ~ ~ Deep Trench D Shallow Trench D Bed. ~ Mound ~ Other_ LEGAL D ESORIPTI O N sci, ...ng: ~o~, ~..,~ f.o~ o.i~.~, O, & GPD/Sq. Ft. Subdiv~ion: Bepth to pipe boltom from original grade: Gravel depth beneath pipe Lot: ~ Block: ~ ~g&~ &~¢ ~' Ft. Ft~ Township: ..... Range: Section: Fill added aboveo,~original., grade:~.~ I Ft. ('~G~avel ~length:~l Gravel width: Number of lines: Distance be[ween lines: WELL:sx~<~New ~ Upgrade ~, 5 Ft. ~- II Ft~ Classification (Private, A,B,C): Total Depth: ~ Total absorption area: Pipe material: ¢~1~ ~ / Ft. ]~OO SQ. Ft. ~elo / Driller: // ~Drilled: StaticWater Level: Installer: Date installed: Casing Height Above Ground: ~i~d: / ,u~,~,~,: TANK / GPM Ft. Ft. SEPARATION DISTANCES ~ Se¢ic ~ ~o~d~.~ ~S.T.~.~. TO Septic Absorption Lift Holdin9 Public/Private Manufacturer: Capacity in gallons: From Tank Field Station Tank Sewer Lines A~O ~AGG ~K Material: Number of Compartments: Well- ¢~15~ IG6I i~I ~ ~51~ ~E~L Surface Water Io0{+ /od'+ /o~ - - LIFT STATION Lot ~J ~ ~ ~ Size in gallons: Manufacturer: Line 51 ~ ~ I?-¢o ~cH~G~ Foundation ~ ~ ~ ~ I ~ I ~ ~ "Pump on"~level~l at: "Pump off"~%lllevel at: High water~alarml~ at: Pump Make & Model Electrical Inspections performed by: Curtain ~ ~o~1~ Drain O~ ~ ~ H~A4~ ~' g~ Remarks: H L,i-7¢~40 ~ ~ ~*' ~,~. BENCH MARK W I ri4 ~ ~L~ J (~ ~/~ // Location and Description: Assumed Elevation: ENGINEER'S SEAL ~ OF ~.~ Inspections performed by: ~ & It ~N01NK~iN~ ~S'. 1st. e- ~o. ~: ~ .......... Eagle River. Alaska 99577 2nd. ~ - ~ o - q~ "'~ w_'t~,o,~,~ ....................... c. Department of Health and Human ~ervices approval ~, >~ ~ ~.~. 2'" .,,'. .... Reviewed and approved by: . Date: ¢~/~ -¢~ '~.' }.~,-::s~.."' 72-013 (Rev 9/91) MOA 25 SW950204 2 2 Permit No. Page of Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Legal Description: LOT 6, BLOCK 2, GLEN EAGLE S/D 05060102 PID No.: E~ ST NE' 1250 GA P. TANK ST3 NEW lBS0 GAL SYST~;M TRENCHES ~:~7.3' FINAl GRADE FFNaL GRAD~ rSULATION~ 102.0'~ L°1- %T2 ~ .4..q'I 11 MN 148'1 lC MT1 [ 41.', [ -- MT21 65'I -- MT$t 66'I -- MT41 91'I -. N ~- F3 = 102.5' I'4 102.6' - EXISTING '1000 GAL CONCRETE TANK WELL RAE STING 72-013 A (Rev. 9/91 (~ El Heavenly Lights Iol~ ectrical Contracting 22509 McManus · Chuglak, Alaska 99567 Phone# (907) 688-6060 · FAX//688-6061 L. ; qo- 't' ,-c,-/-~ F Z o /U ~-/' Rick Mystrom, Mayor Mtmicipality of Anchorage Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 August 12, 1996 Robert A Shafer 17034 N Eagle River Loop #202 Eagle River, Alaska 99577 7804 Subject: Lot 6 Block 2 Glen Eagle Subdivision Permit #SW950204, PID #050-601-02 The subject permit, issued August 9, 1995 by this office for a single family well and/or on-site wastewater system, has expired as of August 9, 1996. A new permit must be obtained from this office for a well and/or on-site wastewater system NOT installed by the expiration date. If you have drilled the well, a well log must be sent to this office for documentation of the installation and to close the permit. If a licensed Professional Engineer has inspected the installation of the on-site wastewater system, the original as-built inspection report must be sent to this office for review, approval and documentation. Ali. inspection reports must be submitted within 30 days of construction completion. When applying for a new permit, the fees are: $320.00 for an on-site wastewater permit; $120.00 for a well permit and $440.00 for a combined on-site wastewater and well permit. If you have any questions, please call this office at 343-4744. ~erely, ~ /ra~;~-amCr~;nS;geP;E' On-site Services enc: Copy of Permit cc: S & S Engineering MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P~O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 PAGE 1 OF ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT PERMIT NUMBER:SW950204 DESIGN ENGINEER:S & S ENGINEERING OWNER NAME:SHAFER ROBERT A & S B OWNER ADDRESS:17034 EAGLE RIVER LOOP RD~ EAGLE RIVER AK 99577 DATE ISSUED: 8/09/95 EXPIRATION DATE: 8/09/96 PARCEL ID:05060102 LEGAL DESCRIPTION: GLEN EAGLE ELK 2 LT LOT SIZE: 45318 (SQ, FT. NUMBER OF BEDROOMS: 5 THIS PERMIT: 5 THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: 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 (iSAACS0) . 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: DATE: DATE: ROBERT C. COWAN, RE. ROBERT A. SHAFER, P.E. HEALTH AUTNORITY APPROVALS SEWER&WATER MAIN EXTENSIONS SEWP- R & WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION & FLOW TEST SITE PLANS ROAD DESIGN SOILTEST PERCOLATION TEST STRUCTURAL & MECNAN[CAL INSPECTIONS ONSITE W?,ST EW^T E R DISPOSAL SYSTEM DESIGN February 23, 1996 MUNICIPALITY OF ANCHORAGE Department of Health and Human Services P.O. Box 196650 Anchorage, AK 99519 CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 RECEIVED FF. F3 2 6 1996 Municipality of Anchorage Dept. Health & Human Services REFERENCE: Lot 6; Bloc~ 2; Glen Eagle Subdivision The septic inspections for the referenced property were performed on 8/10/95 . Prior to submitting the Onsite wastewater Disposal System and/or Well Inspection Report we are waiting for the construction and final grading to be completed. If we may be of further service please contact us. Sincerely, Robert C. Cowan, P.E. RCC/gk 17034 NORTH EAGLE RIVER LOOP · SUITE 204 ° EAGLE RIVER, ALASKA 99577 ROBERT C. COWAN, RE. ROBERT A. SHAFER, RE. HEALTH AUTHORITY /¢PROVALS SEWER&WATER MAIN EXTENSIONS SEWER&WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION & FLOW TEST SITE PLANS ROAD DESIGN SOIL I'EST PERCOLATION TEST STRUCTURAL & MECHANICAL INSPECTIONS ONSITE WASTEWATER DISPOSAL SYSTEM DESIGN August 8, 1995 CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 MUNICIPALITY OF ANCHORAGE Department of Health and Human Services P.O. Box 196650 Anchorage, AK. 99519 REFERENCE: Lot 6, Block 2, Glen Eagle S/D Request you issue a permi% to upgrade the septic system serving the five bedroom house on the referenced property. A test hole was excavated and a percolation test performed in the area of the proposed upgrade. The approximate location of the test hole is located on the attached site plan. At the time of excavation water was encountered at 12 feet in the test hole and after seven day ground water monitoring, water was found at 12 feet. We do not anticipate any adverse effects on neighboring wells, septic systems or drainage patterns by the installation of the proposed septic system. Please expedite the issuance of this permit due to effluent surfacing on the ground and presenting a health hazard. If you require additional information, please contact us. Sincerely, Robert C. Cowan, P.E. RCC/gk Enclosure 17034 NORTH EAGLE RIVER LOOP · SUITE 204 ' F~AGLE RIVER, ALASKA 99577 1" = 50' SITE PLAN SCALE o ~ z p-I UPGRADE o u~ mOz m lO' MIN. lO P/L [ 0~0~ >~ z%~ F / / DETAIL PROFILE SCALE 2.5' WIDE F m mz Z --I -I J 0 Z 6-) Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18~ 19- 20- COMMENTS Township, Range, Section: SLOPE SITE PLAN ENCOUNTERED? , / I, YES. AT WHAT 0 DEPTH? p E Depth to Water After/_ Monitoring? tL, Datf Reading Date Gross Net Depth to Net Time Time Water Drop PERCOLATION RATE ~_~..E"~// (m~nutes/~nch) PERC TEST RUN BETWEEN ~'~ FT AND-- ____ FT 17034 Eagle River Loop Road No, 204/ - ~' '/ - ~ ACCORDANCE W~TH ~R~J~I~~U~DEL~NES ~N EFFECT ON T~S DATE. DATE: '~ ~ / ~ ~ 5'- 72-008 (Rev. 4/85) ROBERT C. COWAN, RE. ROBERT A. SHAFER, RE. HEALTH AUTHORITY APPROVALS SEWER&WATER MAIN EXTENSIONS SEWER & WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION & FLOW TEST SITE PLANS ROAD DESIGN SOIL TEST PERCOLATION TEST STRUCTURAL & MECHANICAL INSPECTIONS ONSITE WASTEWATER DISPOSAL SYSTEM DESIGN ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 REFERENCE: Lot 6, Block 2, Glen Eagle S/D August 8, 1995 GENERAL: The scope of this project includes the installation of a 1250 gallon wastewater S.T.E.P. system (septic tank) and two pressurized leachfield trenches to serve the five bedroom residence located on the referenced property. Construction shall be in accordance with the approved site plan and design drawings, Municipal permit with any special provisions or conditions, and all applicable State and Municipal Wastewater Disposal Regulations. The contractor shall be responsible for obtaining any necessary underground utility locates. Unless specifically agreed otherwise, the property owner shall be responsible for final grading areas subsequently depressed from soil settling. Contractors installing wastewater disposal systems must be certified by the Municipal Health Department for system installations. Owners installing their own systems must also receive prior approval from the Municipal Health Department. SEPTIC TAN]( INSTALLATION: A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. Ail standpipes on the septic tank shall extend a minimum of 12 inches above final grade. 17034 NORTH EAGLE RIVER LOOP · SUITE 204 ' EAGLE RIVER, ALASKA 99577 Page Two Lot 6, Block 2, Glen Eagle S/D August 8, 1995 Septic tanks installed with less than 4 ft. of cover shall be insulated. A foundation cleanout shall be installed one to four feet from the building foundation. In the line between the tank and the leachfield there shall be two adjacent cleanouts (unless an effluent pumping system exists within the septic tank). These cleanouts shall be located on undisturbed soil not more than 10 ft. from .the tank. The first cleanout, in line, shall be to clean toward the leachfield. The second cleanout shall be to clean toward the septic tank. Final grading over the septic tank shall be such that a positive slope exists away from the septic tank. ABSORPTION TRENCH/DRAINFIELD INSTALLATION: Excavate the proposed trench to the dimensions shown on the design. The bottom of the excavation shall be within 2 inches of level. If the sidewalls of the excavation become smeared, they must be raked or scratched (ruffed-up) before gravel (sewer rock) placement. e Once the gravel is installed, the distribution pipe is to be installed level with the holes faced downward. The distribution piping is to be of PVC (ASTM D3034 or equal). All joints are to be solvent cemented. Gravel is then to be placed over the distribution pipe 'to provide a minimum of 2 inches of cover over the pipe. A silt barrier must be installed between the final gravel layer and the native soil backfill. Ensure the silt barrier covers the entire gravel surface before placing backfill. Monitor tubes shall be of four (4) inch diameter, installed approximately in the locations shown on the design, and extend a minimum of 12 inches above final grade. The portion of the monitoring tube extending through the gravel shall be perforated from the bottom of the trench to the invert of the distribution pipe. This is equivalent to the effective depth of the gravel as noted on the design. Page Three Lot 6, Block 2, Glen Eagle S/D August 8, 1995 Backfill over the final gravel layer must not be less 'than twenty-four (24) inches. Insulation must be installed when the backfill depth is less than thirty-six (36) inches. The finish grade over the trench must be mounded to prevent the formation of a depression after settling. MINIMUM MATERIAL SPECIFICATIONS: Any septic tank proposed for installation must be constructed by a Municipally approved septic tank manufacturer. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: Type of Pipe Perforated Solid Cast Iron ASTM D3034 (PVC) ASTM F810 (HDPE) ASTM D2662 (ABS) Yes Yes Yes Yes Yes No Yes Yes Use of a type of pipe other than listed above must be approved by the inspecting engineer. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Company Styrofoam HI or equal)· Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Fernco, or equal). A permeable nontoxic silt barrier (Typar 3401, Mirafi 140N, or equal) must be installed between the final leachfield gravel layer and the native soil backfill. Ail[ leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 3% passing the #200 sieve. When sand is being used as a filter material, its gradation specifications must conform to current M.O.A. or D.E.C. requirements. Page Four Lot 6, Block 2, Glen Eagle S/D August 8, 1995 INSPECTIONS: Typically there will be a minimum of three (3) inspections required during the installation of 'the wastewater disposal system. These inspections will occur as follows: The first inspection must be conducted after the excavation of ditches, pits, trenches, or beds and before the installation of any gravel. A septic tank may be set in place, but may not be backfilled before this inspection. The second inspection must be conducted after the placement of the silt barrier, gravel, distribution lines, standpipes, cleanouts, and insulation, but before the placement of any other backfill. The final inspection is to occur upon final grading of the property. Often there will be more than these 3 inspections required. Especially with the installation of multiple trenches, sand filters, pressurized distribution systems, etc. Thus, 'the inspecting engineer is to be contacted at least 24 hours prior to the start of construction. If necessary, a pre-construction meeting will take place on-site. The inspecting engineer will not coordinate, direct or control in any way the contractors activities. The owner shall contract with the contractor to perform the work outlined J.n these specifications and plans and in accordance with the attached M.O.A. permit. There will be no contractual arrangement existing between the contractor and S & S Engineering. S & S Engineering shall be the owner's representative and will inspect the work as stated above to document the contractors activities. Final acceptance of the contractors work rests with the owner and the M.O.A. Page Five Lot 6, Block 2, Glen Eagle S/D August 8, ].995 S & S Engineering shall have no liability to the owner or to others for acts or omissions of the contractor or any other persons performing work on this project or the failure of the contractor to carry out the work in accordance with these construction documents. S & S Engineering's inspecting engineer will not be responsible for the construction means, methods, techniques, sequence, procedures or the safety precautions incident to this project. CONTRACTOR/INSTALLER oGREI ':R ANCHORAGE AREA BOP"IGH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME ~//'{~ LOCATION SEPTIC TANK: DISTANCE FROM WELL /¢b'~' MANUFACTURER //G/~-o~°6: INSIDE LENGTH INSIDE WIDTH __ MATERIAt ~f<:/~?F~- NUMBER OF COMPARTMENTS LIQUID DEPTH __LIQUID CAPACITY /000 GALLONS. SEEPAGE PIT: NUMBER OF PITS J DIAMETER ~(¢' OR WIDTH~1_, LENGTH'3IL~, DEPTH I~" LINING MATERIALC~9';~I¢-V'~fU~ rlCIt~B SIZE: DIAMETER DEPTH ~ DISTANCE FROM: BUILDING FOUNDATION ~ NEAREST LOT LINE ~.. TOTAL EFFECTIVE WELL ABSORPTION AREA (WALL AR[--A) ~7 7 SQ. FT. ADDITIONAL ABSORPTION WELl_: TYPE '~FLI BUILDING FOUNDATION CESSPOOl APPROVED CONSTRUCTION NEAREST _. LOT LINE6(¢~ t , OTHER SOURCES DISAPPROVED :TIQ IO ~)~ f~ DEPTH DISTANCE FROM: NEAREST SEPTIC ~ SEEPAGE SEWER LINE -rANK ~0<) ~ SYSTEM-~-/tO0' REMARKS D,STANCES: t¢: Ac=:¢' INSTALLED BY: LOT S LOPE: ~"~'L~6 ~ REMARKS: Form No, EQ-031 DIAGRAM OF SYSTEM : APPLI(' N?T FI ,LS OUT UPPER HAl ONLY MallingAddress ,.~/~._/~ /¢6',,/~_ /C /~: ZipCode ~j-~ Buyer Realty Co. & Agent Phone Zip Code " Type of ResiCnce ~Slngle Family r U Multiple Family No. of Bedrooms ~ ' ' ~ Other Water Supply ~ndividual A~ACH WELL LOG. A w~l Icg is required for all wells drilled since June 1975. / ~ Community For wells drilled prior to that date, give well depth (attach Icg if available). ~ Public Utility Sewer Disposal ~lndiv~dual Year Individual Installed: ~'~ ~Public Utility When Connected to Public Utility: ~ ~ Holding Tank / THE INSPECTION FEE MUST ACCOMPANY EACH RE~EST BEFORE ~OCESSING CAN BE INITIATED. NOTE: Time Time Time Time Dale Date Date Date Inspector Inspector Inspector Inspector Field Notes: ( 15 ) APPROVED BEDROOMS ) DISAPPROVED ) CONDITIONAL APPROVAL' C-~PALiTY ~E)F ,., ....... D?T C~ i':".T;r ENVIR );~;. :i',. ':~ ;.: :~flON RECEIVED 'CONDITIONS OF APPROVAL Soils Rating 72-023 (3/82l Date Sewer Installed Well Log Received Well To Absorption Area Well to Tank Septic Tank Size MUNICIPALITY OF ANCHORAGE DEPARTMENT OF ENVIRONMENTAL QUALITY 3330 "C" Street, Anchorage, Alaska 99503 - 274-4561 REQUEST FOR APPROVAL OF INDIVIDUAL SEWER and WATER FACILITIES DIP[, OF tl~Ai ltl & []hlVIR( )NMEN'rAI. P~;O [LCTION i. Type of Inspection: CMRO VA FHA CONV X 2. Property Owner: /~"'~.,~"~ !//,~.~ ~/'"~t , Mailing Address'. ~C ~'~ Day Phone __~ 3. Name of Buyer: ~~~~~~ Mailing Address: Name of Lending Institution: /~q~¢ /~l~--'~/~rv. / Mailing Address: ~ ~~~/./ Day Phone · Name of Realtor or Agent: ~'~ ~-~ ~'~T~'~ CO. Mailing Address: _~,,"~l~ f ~. S'~-] .,,~ ~.. Phone 7. Type of Facility to be inspected: _~~~¢~_~ No. Bdrms. ~ 8. Water Supply Type of Supply: · Public Utility Individual If Individual, number of dwellings presently served ! If Individual, depth of well --'"~---~) 9. Sewage Disposal System Type of System: Public Utility If Individual, date of installation . /? Individual (on-site) EQ-037 (1/74) INDIVIDUAL SEWER & WATER FACILITIES FOR GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality 3330 "C" Street, Anchorage, Alaska 99503 274-4561 Date Received March 5, 1976 Time of Inspection 10:30 a.m. Date of Inspection March 8, 1976 REQUEST FOR APPROVAL OF Fred/Bob Cony. 1. Approval requested by: Mailing Address: Property Owner: Mailing Address: First National Bank of Anchorage Franklin Viasity Eagle River Phone: 279-4481 Paula Phone: 277-1553 Legal Description: Lot 6 Block 2 Glen Eagle Subdivision Location: Approx 7 miles down Old Eagle River Road, on right hand side Type of facility to be inspected Single Family No. of bedrooms 3 Well Data: Individual A. Type C. Construction Sewage Disposal System: On-site system B. Depth 100' O. Bacterial Analysis A. Installed 1974 B. Installer C. Septic Tank: D. Seepage Pit: 1. Size /OOP 2. Manufacturer ~C)~I/~E'~. 1 Absorption Area '7~7~ 2. Material E. Disposal Field: Total length of lines Distances: A. Well to: Septic tank /0~7a , Absorption area /~>~ Nearest lot line ~/~/, Other contamination B. Foundation to septic tank , Absorption area C. Absorption area to nearest lot line _~ ~ , Sewer Lines _, EQ-034 (1/74) Page 1 of two pages Page 2 of two pages - Re, st for Approval of Individual Y ~r & Water Facilities Legal Description Lot 6 Block 2 Glen Eagle Subdivision Comments Approved ,~/~z/~z'~ ' ~/ Disapproved Date Approval Valid for one year from date signed Greater Anchorage Area Borough, Department of Environmental Quality DIAGRAM OF SYSTEM I 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. EQ-034 ( 1/74~-)~ ); Per:{ora~ed ( ). screen or tX ......: ~i - 'i- -'i"' l ........... '}','_} .............. CHEMICAL & 6_.OLOGICAL LABORATORIEs_ OF AL.ASKA, INC. .....-- ---- '}"~LEP~'-~-7-)-279,4014 ANCHOR-AGE INDusTRIaL CENTER Report for Total Cohform Bacteria Drinking Water Analysis ' ' Mailing Address~ .,,,,..-~/ / City Phone No, I State Zip Code Mo, Year SAMPLE TYPE: D Routine [] Check Sample (for routine sample . / with lab ref, no, ?S,~Sps¢lal Purpose ) [] Treated Water /,~JJntreated Water TO BE COMPLETED BY LABORATORY Analysis shows this Water SAMPLE to be: [J~;atisf actor¥ Unsatisfactory [] Sample too long in transit; sample shoutd not be over 48 hours old at examination to indicate reliable results. Please send new sample, Date Received Time Received Analytical Method: [] Fermentation Tube ~embrane FIItor SAMPLE NO. //,.J. OCATI~_N Time Collected Collected /~ I 06-1220 Rev. 197S Date C olivet ~:1 Date Received Lab Ref. No. Result* Analyst I: I I :lq BEFORE COLLECTING SAMPLE Verlflcatlom LTEI .~ lOml Tubel Polltlw/-rot~l lOml Pofllon~ Collform/100ml ~.4 Hours Confirmatory EMB Broth 24 houffl _Broth 4a houri=, BACTERIOLOGICAL WATER ANALYSIS RECORD EXCAVATION ROBERTA. SHAFER WORK November 22, 1982 CIVIL ENGINEER 694-2979 Municipality of Anchorage Department of Health and EnvironmentalL Protection 825 L Street Anchorage, Alaska 99501 Dear Mr. Pratt, Reference: Lot 6~ Block 2; Glen Eagle Subdivision This letter reports the findings and determinations of an inspection of the individual on-site well and waste water disposal system serving the single family dwelling located on 'the referenced property. This inspection involves the checking of horizontal separations between the existing well and the on-site waste water disposal system. At the same time the well was checked to determine if grade around the casing and the wiring from the casing was in compliance with existing codes. A water sample was also collected from within the residence at this time. The water system consists of a six inch steel case wall drilled to a depth of 135 feet with a static water level at sixty feet. The well wires are in conduit and a sanitary sea]_ is ins-tailed on the top of the casing. The grade around the casing'is sloped so water drains away from the well. A representative water sample was collected from the kitchen and submitted 'to Chem Lab of Alaska. The test results fer total coliform bacteria were reported as sa'tisfactory. A copy of this report is attached. The waste water disposal system has clean outs installed on the septic tank and seepage pit and are adequately sealed~ Records provided by the occupant indicates that the septic tank has been pumped annually over 'the last few years. If we may be of further service, please do not hesitate to call. SRB 196X EAGLE RIVER, ALASKA Municipality of Anchorage Development Services Department~ Building Safety Division On-Site Water and Wastewater Program 4700 Elmore Street P.O. Box 196650 Anchorage, AK 99519-6650 ' www. muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D..: 050~ 1. GENERAL INFORMATION Complete legal description LOcation(site'address) .¢-3905 ~n,~ Current Property owner(s) F2VGA Expiration Date: Mailing ad~i:e'sS Day phone Lending agency Day phone Mailing address Real Estate~Agent ~D ~,-"oo'~- Mailing Address Unless otherWise requested.,':COSA will be held by DSD for pickup. NUMBEROF BEDROOMs: Day phone TYPE OF WATER SUPPLY: Individual Well Individual Water Storage Community Class Public Water System Well TYPE OF WASTEWATER DISPOSAL: ~ Individual On-site [] Individual Holding Tank [] Community On-site [] ' Pubiic Sewer The Municipality of Anchorage Development Services Department (DSD) issues Certificates of On-Site Systems Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of On-Site Systems Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues COSAs upon request to homeowners. 'Certificates of On-Site Systems Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water sample results, (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for propedies served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my. investigation, based on procedures outlined in the Certificate of On-Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspeCtion, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm Engineer's Printed Name L4r~ DSD SIGNATURE Approved for Disapproved. bedrooms. Conditional approval for bedrooms, with the following stipulations: By: Attachments: COSA Checklist Septic System Advisory Well Flow Advisory Nitrate Advisory X ArsenicAdvisory Maintenance Agreements Supplemental Engineer's Report Other Original Certificate Date: [4~-//O "// (Rev. 11/O5) Municipality of Anchorage Development Services Department. Building Safety Division On-Site Water & Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99519-6650 www. muni.org/Onsite (907) 343~7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: A. WELL DATA Well type ~AIdAT6 Date completed Total depth I~g5 ft. IfA, B, or C provide PWSID #~ Sanitary seal (Y/N) '7/ ~ Cased to 1~2 ft. Well Log (Y/N) Ye~) Wires properly protected (Y/N). C~sing height~(above ground) in. Date of test Static water level Well production FROM WELL LOG ft. g.p.m. AT INSPECTION 79 ft. · .~ g.p.m. WATER SAMPLE RESULTS: Coliform A/e(,- colonies/100 mL Nitrate l,¥ mg/L Arsenic: 4/D ug/L date of sample: ¥/2~//I Co,e ed by: r Number of Compartments ~, ~1 Depression over tank (Y/N) /V' Pumper ' ~'a~;~n~.~ ~,.,~ B. SEPTIC/HOLDING TANK :DATA . Tank size ~,~1~ ga!'. Fo~nd.~0n cl~out (WN) Y, Date of pumping C. ABSORPTION` F~LD-DATA Oa[~;installed * ~10~ ~' ~°il rating (g.p.d./ff2 orff~/bdrm)O,~ Length *~ ~ G~ ff~ Width ~,5 ff. ' Total depth ~ ff. Eft. absorption area ~ ff~ Monitoring tube Date of ad~uaw test .. {] ¢~1 Results(Pass/Fail). Fluid depth in absorption field bef~o t~t I~ . in. Water added ~ 5~ ~al. filap~d limo: ~ min. Final fluid depth ~ Any rejuvenation treatment (past 12 mo.) (Y/N & type) 'Date installed ~/Io/19 9 5 CleanoutS (Y/N) ~ High water alarm (Y/N) '7/ in. System type P(:ep '~,~¢ J3 Gravel below pipe ~ ft. "// Depression over field A/' For 5 bedrooms New depth ~ in. Absorption rate >= '~50 g.p.d. If yes, give date ~ LIFT STATION Date installed "Pump on" level at k~7.. in. Datum , TAnk SEP~TI~ DIST~CE~ SEP~TION DI$T~CES FRoM WELL ON LOT TO: Septic tan~ s~n on lot ~fion fie~ on lot i~ ~blic s~ main ~/~ Se~/~ptic sewice I~ ~imal ~tainment am~ Size in gallons J150 "Pump off" level at ;~ in. Cycles tested ' Manhole/Access (Y/N) '%/ High water alarm level at ~ Meets alarm & circuit requirements? On .adjacent lots On adjacent lots .I Public sewer manhole/cleanout Holding tank A//,~ Manure/animal excrete storage areas Building foundation Water main ,/V/~ Wells on adjacent lots SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: $ I.~ Property line 5 ~ Absorption f~d Water service line lot+ Surface water I00'+ ,SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line l0~ -I- Water Service line l0 ~+ Curtain drain .~) ~4- Building foundation IO!-k Water main /V//~ Surface water tO0' + {~jV, o,) DriveWay, parkinglvehide storage Wells on adjacent lots J~Z) ~ .F; COMMENTS in. I ce~ that I ~ve ~termin~ thigh ~ld ins~ctions and review of Municipal ~rds ~at the above systems ~e in... con~man~ w~h MOA COSA gumbos in,effect on t~is date.. Engi~e~sP[in~dN~e ~ ~~ - / ..... ~" COSA Fee $ Date of Payment Receipt Number (Rev. 4/10) Waiver Fee $ Date of' Payment ReCeipt Number 10' UTIL EgMT 12b SUNNY GLEN DRIVE UNDER NO CJRCUMSTANCI~ SHOULD AN AS-BUiLT BE USED FOR CONSTRUCTION OR F0ff ESTAEIU,~H1MG BOUNDARY OR FENCE UNES. THE SURU[YOR TAK~ RE~ON~BIUTY FO~ 1~ INITIAL TRANSACRON ONLY AND ASWME-~ FIN~N(~AL I.IAGIUT~ ~NLY F~ THE COST OF THE SUR~'Y, LISTED DISTANCES PREVAIl. I~R ~CALINO. RE~RODUCI~ON MAY CAU~ ERRORS tN SCALE. [J ~o, ~.~'~ SURVEY TYPE BI:INNL ,~MJCTUR[ PLOT PLANS · LOT SUR~YS IT IS ~E RE~ON~BILI~ OF ~E BUlmER ~ O~EE, ~RIOE TO ~ICH DO NOT A~PEAR ON ~E RECORDED 5UBOt~SION PLAT. SURVEY CERT~RCA'fl0N SYMBOLS FOUND RED~R ~- C C ~D ~ CON~E~ A~u[o ~v, x ~ x MCtAC ~.C~ ~ w000 DECK NOTE: (~JLY THeE IMPRO~MEN'r~ ABOVI~ (~OUN0 ,~O ~SIB~ ~LL BE Prepered by E. Johns, Jr. & Assoc. Professional Land Surveyors 1700 ~?i~k ANCHORAGE, ALASKA ~,,: 6o, [.~. ~0, Grid W 0 I : sW o'l'' LOT ~ BkOOK 2 GLEN EAGLE SGS Ref.# 1111601001 Client Name Spurkland Engineering Printed Date/Time 05/11/2011 9:26 Project Name/# Glen Eagle B2, L6 Collected Date/Time 04/28/2011 17:15 Client Sample ID GLEN EAGLE L2, B6 Received Date/Time 04/29/2011 8:45 Matrix Drinking Water Technical Director Stel~hen C. Ede PWSID 0 Saml~le Remarks: Allowable Prep Analysis Parameter Results LOQ Units Method Container ]D Limits Date Date Init Metals by ICP/MS Arsenic ND 5.00 ug/L EP200.8 C (<10) 05/02/11 05/09/11 NRB Waters Department Total Nitrate/Nitrite-N 1.40 0.100 mg/L SM204500NO3-F B (<10) 05/03/11 AYC Microbiology Laboratory E. Coli Total Coliform Negative 1 100mL SM20 9223B A 04/29/11 DLC Negative 1 100mL SM20 9223B A 04/29/11 DLC