HomeMy WebLinkAboutT12N R3W SEC 35 NE4NW4NW4NW4 PARCEL 31T12N R3W Sec. 35 NE4 NW4 NW4 NW4 #017-092-14 3UtSMITTAL NOV 4 2013 Municipality of Anchorage On -Site Water and Wastewater Program • (907) 343-7904 Page ( of ON-SITE WASTEWATER INSPECTION REPORT Permit Number: [ii P 131 09 (o PID Number: U1lL - 04 2 — 14 Dwelling: X Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project: ❑ New Kj Upgrade Name: 1 t of V-1 (7 r-,oq („ ABSORPTION FIELD r^ J [Dee p Trench ❑Shallow Trench E] Bed ❑Mound Address 7 A �QI'� r I L4 2 rkI AV ❑ Other Phone Number of Bedrooms Soil Rating/ Total depth from original grade oiW^ GPDISF 10, Ft. LEGAL DESCRIPTION Qapt h to pipe invert from original grade ` -3. ef Ft. Gravel depth beneath pipe 7. 0 Ft. Subdivisien Owe -I /-@Iockl�Lot_ NG tAV%'114 Ak)t%k AIW t 1 `5k Fill added above original gr de 9? Ft. Gravel length 90 Ft. Township Range Section T Z I•J S T L Gravel width - 2,D 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 ('ZIIO Flz / Ft. Well ` TANK Septic E]S.T.E.P. [IHolding ElOther Manufact/u/yer �" i_pt,,t•�, Capacity Surface Water �(7d11. �t�C,� /' V%'&/� is 00 Gal. Material nj } r l Number of compartments L Lot Line Z 0r4- 'Z t) NA Foundation �Q zr)� LIFT STATION Manufacturer Capacity Curtain Drain Lot (.tM 1111,%vat-4A Gal. 0 , ` Remarks t� 1„r � �µQ, �c• Pump on level at in. Pump off level at in. High water alarm at in. Pump m el ���nnn Electrical Inspections performed by Installer PIPEMATERIAL Housetotank3�y Tankto 36T[ drainfield 7-I /" y,/j, AA Jvf ft C164 Drainfleld 3V�,L-( CO/MT S(;4,q Inspector Mr�� �Yred.4 BENCHMARK (Assumed elevation) ft (O� Inspection s, dates:3p IV(� f Location and description /I e COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL OFA 4 9 �,s A Conditional Approval: Date �'��:•'�•� �(�B 49TH •,� .... /. .. �• MICHAEL / 0 N. ANDERSON :Q� •, F CEE 9 69 �e 9t�E� Approved Date ,� 13 inspection Keport_V ;T- I2.00c Permit No. OSP131096 Page 2 of 2 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: T12N, R3W, SEC 35, NE4, NW4, NW4, NW4 PARCEL 31 PID No.: 017-092-14 MARK A 1 8 `\ col 6 17 TC01 Cyt 15 TCO2 24 15 CO2 31 15 CO332 16 C04 M99 65 C05 149 'a31 MT1 130 105.., \ NEW 1500 GALLON TANK. \ \ 4ENCH, 1� CO3 N0 O P TCOz'. FCC B iC04 I y -#O f a ASBUFLT SCALE: 1 J LL J VJ ` 4 M , 19MMa Mno /. :MICHAEL N. ANDER 1.. n :. No. CE. 9469 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99507 w .ci.anchorage.ak.us (907) 343-7904 t Soils Log - Percolation Test L K9 ° 49TH 'o���/M�"ICCHiAEL N. ANDERSON RSO NDEN N , ec CE -9469 .r Performed For: Iry C,7 vn swA Date Performed: Legal Description: 7' / Zl�,( Y`13 4-) 47 Z � 3 �_ Township, Range, Section: _ Slope nDepth 1- 2- 3- 4- �QQ�d 0K t J9tr TV`M 9- 10- 11- 12- 13- 14- 15- 16- 17- 18- 19- 20 - COMMENTS 1Tf WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Depth to Water After Monitoring? Date: S L O P E 0v S,uG.. Site Plan Reading PERCOLATION Date Gross Time Net Time Depth to Water Net Drop 10 2N 3 iv ,5' 45- PERCOLATION RATE 7 (minutesAmh) PERC HOLE DIAMETER 1� TEST RUN BETWEEN FT AND_FT 1 - r r t PERFORMED BY: N/y&LA• I CERTIFY THAT THIS TEST W S PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 114,4z') On -Site Wastewater Disposal System Permit Permit Number: OSP131096 Tax Code Number: 01709214000 Work Type: Septic Permit Effective Dates: June 03, 2013 MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 to June 03, 2014 Design Engineer: ANDERSON CONSTRUCTION & ENGINEERING Subdivision: T12N R3W SEC 35 Site Legal Address: T12N R3W SEC 35 NE4NW4NW4NW4 PARCEL 31 G:3038 Owner/Address: GANONG LORINDA S 50% & BUCHANAN GARRETT L 50% 5951 E 142ND AVENUE ANCHORAGE AK 995164318 Site Mailing Address: 5951 E 142ND AVE, Anchorage Lot Size in Sq Ft: 108900 Total Bedrooms: 5 This permit is for the construction of: Y Disposal Field X Septic Tank N Holding Tank N Privy N Private Well N Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80). 3. The wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Special Provisions: PRIOR TO CONSTRUCTION: The SM/SP soils at 6.5 feet and greater depth shall be tested for percolation prior to construction. Test results shall substantiate the permitted design or an approved change order shall be obtained prior to construction. Test reusults shall be submitted with the final inspection report. Receiv Issued ed By: Date: �T By: Date: MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D.Ot _�- —6 C/2 - / =4 Property owner(s) L. a r . C Vin u✓) t Day phone Mailing address 59Z-1 a4t 4- 1L1Zh `J, Site address 1i a w. C__� Legal description (Sub'd., Block & Lot) T /2 f 3W �i� a 3� 7 /tC If.{ /L1WtI�f/•fWl/ai1M/ `ft{ Legal description (Township, Range & Section) Pvrrti� Tj Lot Size !ri 4i 9 O 2 Sq. Ft. Number of Bedrooms S APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field Initial ❑ Single Family (SF) [� Septic Tank � Upgrade E? (w/wo ADU) Duplex (D) El Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. owner or autnorizeo agent) Permit/Rush Fees: T 30 Waiver Fees: _ Date of Payment: .571-611, Date of Payment: Receipt Number: �(oJoCoG(J Receipt Number: Permit No. LW Ic?j�) Waiver No. Permit App_ >;:..,:c. Michael N. Anderson, P.E. Civil/Structural Engineering & Construction 4661 Natrona Avenue Anchorage, Alaska 99516 Phone 345-3377 Fax 345-1391 May 15, 2013 Municipalities of Anchorage Departments of Health and Human Services P.O. Box 196650 Anchorage, Alaska 99519-6650 Fax 249-7847 Re: T12N, R3W, SEC 35, NEI/4, NW1/4, NW1/4, NW1/4, Parcel 31 To Whom it may concern: This is a request for a septic permit on the above referenced lot because the owner is adding two more bedrooms for a total of five. Two test holes were excavated west of the house and southwest of the old septic area, see site plan. The soils in the two test holes consisted of various layers of sandy gravels and silty sands throughout the entire test hole depth. No water was observed during the excavation but after the 7 day monitoring period water was measured at 15 feet in test hole #1 only. A new simple deep trench was designed with 6 feet of effective depth has been proposed with a new 1500 gallon tank. The perc rate was 16 minutes per inch. The lot slopes gently downhill to the northeast at about 2 to 4 percent with no cut banks or slopes greater than 25 percent within 150 feet of the site. The contours on the site plan are two foot typical. Due to the large lot size this new system will not impact any of the neighboring lots. Please call me if you have any questions. Sincerel T Michael N. Anderson, P.E. DESIGN CRITERIA: MOUND OVER (TH#1) (TH#2) o GRADE 5 BDRM X 150 = 750 GPD 1 ° ORG 1,0 QRG SOILS = 750/0.6 = 1250 GPD %TER FABRIC 1250 GA/14 = 90 SP/GM SP/GM -30 1 PIPE (1) TRENCH 6.5 SEWER ROCK 10.0' DEEP SM/SP �'0 SM/SP _1 7.0' EFFECTIVE H2O015'_5/13/13 10. 2.0' WIDE NO H2O 2.0' 90 LONG 17 15 ADDITIONAL PERC REQ. DURING CONST IN SM/SP SEPTIC FIELD SECTION I -WELL-- i , 11 100' RADIUS ie 1 t 4 i rf 1 % ' T12N;W4'ECTION L�4WNW4PRCE +}72N, W, SEC\TION\ PARtEL 29 \ EXISTING GARAGE W/ ADDITION ABOVE ; EXISTING HOUSE �4' CONTOURS TNM1, HS, SECTION 35 \, ��� I` i I / SE4NW4NW4NW4, PARCEL 32 r Septic Design Prepared for ..�� �F LORI GANONG �.�P�E.......••.�q,�!♦♦♦♦ T12N, RM, SECTION 35, NE4NW4NW4NW4, PARCEL 31 OFc: 49 H ': z� Anchorage, Alaska 0 .............. ................ ♦� ........... .. : ...........I.................:.. .: ♦ `MICHAEL N. ANDERSON Michael N. Anderson, P.E. DATE: 5/8/2013 '.MICHAEL E 69 " Ar 4661 NATRONA AVE. DRAWN: DJR ♦♦�� ;� ANCHORAGE, ALASKA 99516 1,�D'' .... ..+�"' �. 345-3377 / FAX:345-1391 SCALE: 1"=100' •,���>t� ;;�i� PROPERTY LINE EXISTING WELL 100' RADIUS WELL e SEPTIC EXISTING 3 BEDROOM SEPTIC TO BE DECOMMISSIONED ANTENNA 2-3% ---GO, \TH#2 % 2-39 CO TCO 0 co TCO co \jTH#1 EXISTING GARAGE CO/I zPROPOSED US a 1 HOUSE 2- NEW 1,500 GALLON yotia SATELLITE DISHSEPTIC TANK / PROPERTY UNE_ 'ION35 "�NW S E4NW 4N�PL 32 Septic Design Prepared for LORIGAINIONG 0 ........... .... T12N, R3W, SECTION 35, NE4NW4NW4NW4, PARCEL 31 0 ti 49TH Anchorage, Alaska .......... . ... . . ..................... f 0 '•••••.•• ... ....... .........•. " ANI)i��;'�'." V(Y-. MICHAEL N. • Michael N. Anderson, P. E- DATE: 5/8/2013 4661 NATRONA AVE. ANCHORAGE, ALASKA 99516 DRAWN: DJR No. CE 4 .6 SCALE: 111=50'4441 �Ss\ 345-3377 / FAX: 345-1391 wim J Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99507 www.ci.anchoraoe ak us (907) 343-7904 Soils Log - Percolation Test Performed For: t ''2/U Y r � r w enc Date Perk Legal Description: ►7 L M 1P p,/.� e � '; Township, Range, Section: TNS l MtXr� 8-1 1 -57'l /s P 1 1 1 17 +�e�lewt 18- V 19 -lam' COMMENTS WAS GROUND WATER Date Gross Time ENCOUNTERED? AID_ Net Drop 5 IF YES, AT WHAT DEPTH? E Depth to Water After Monitoring? / C O P E Dater 3 I Ito d(o Pc r ..r.Le.. Reading Date Gross Time •°•�?, r•49?w Net Drop �• MICHAEL N. ANDERSON; CE -946 k` G r. I Ito Pc r ..r.Le.. Reading Date Gross Time Net Time Depth to Water Net Drop G r. I Ito to rw PERGULATIUN RATE ��_ (minuteMnch) PERC HOLE DIAMETER TEST RUN BETWEEN_ FT AND �r FT PERFORMED BY: j../I Jam[ -k I CERTIFY THAT THIS TEST�d,rAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: /1(„ / /moi Performed For: Legal Description: Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99507 www.ci.anchorace ak us (907) 343-7904 F Nor 49TH t � •p��.••YY�Y•YYO.e Soils Log - Percolation Test I Lur; (SdoIna Date Performed: I_ M Car v.re •Zs t Township, Range, Section: _ Slope teca„tcs ;f/rk/t COMMENTS WAS GROUND WATER 0 ENCOUNTERED? S IF YES, AT WHAT DEPTH? L Depth to Water Aker o P Monitoring? E Date: l MICHAEL N. ANDERSON•: i CE/-p44/5/fl/_ Ot-e. Gw• la — PERCOLATION RATE C r, gr(minutes/lnm) PERC HOLE DIAMETER (p TESTRUNBETWEEN _Af FT AND FT PERFORMED BY: I, -A A I CERTIFY THAT THIS TEST /WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: yg • Mm-licipal.ity of Anchorage Department of Health and Human. Services — Mayor Anchorage, 825 " l-" Street Rick yrom, P.O. Box 196650 Anche, Alaska 99519-6650 343-4744 August 21, 1995 Francine G. Burgess Scott R Gorder 10040 Flatto Top Avenue Anchorage, Alaska 99516 6909 Subject: T12n R3W Section 35 NE4 NWJ NWA NW$ Parcel 31 Permit #SW940280, PID #017-092-14 The subject permit, issued August 9, 1994 by this office for a single family well and/or on-site wastewater system, has expired as of August 9, 1995. 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. All 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. Si rely, ea,r Ja es Cross, P.E. Pr gram Manager On-site Services enc: Copy of Permit cc: Douglas T. Kenley, P.E. PAGE 1 OF 1 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT PERMIT NUMBER:SW940280 DESIGN ENGINEER:DOUGLAS T. KENLEY, P.E. OWNER NAME:BURGESS FRANCINE G & OWNER ADDRESS:5951 E 142ND AVE ANCHORAGE, AK 99516 PARCEL ID:01709214 DATE ISSUED: 8/09/94 EXPIRATION DATE: 8/09/95 LEGAL DESCRIPTION: T-12WR3W SEC -35- N34NW4NW4,NW4 Pw-'. Z\ LOT SIZE: 108900 (SQ. FT.) NUMBER OF BEDROOMS: 2 THIS PERMIT: 2 THIS PERMIT IS FOR THE CONTRUCTION OF: SEPTIC TANK SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: 1. THE ATTACHED APPROVED DESIGN. 2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80). 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 (24 HOURS) . 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: RECEIVED E ISSUED BY: DATE:_41'4. 9 l99� DATE: g/7 Douglas T. Kenley, P.E. HC01 Box 6034, Palmer, Alaska 99645 (907) 746-1073 May 31, 1994 Scott and Francine Gorder 5951 E. 142nd Street Anchorage, Alaska 9 9 5 1 6 MUNICIPALITY OF ANCHORAGE ENVIRONMENTAL SERVICES DIVISION NE 1/4, NW 1/4, NW 1/4, NW 1/4 Township 12 N, Range 3 W, Section 35 U.1 0 2 1994 Anchorage, Alaska RECEIVED GENERAL SITE INVESTIGATION REPORT on May 29, 1994, the above -referenced 108,900.00 square foot site was inspected in conjunction with approval for relocating a 1,000 gallon septic tank approximately 150 feet to the north from its present location. The system will serve a two-bedroom home. If found to be in good condition, the existing tank, which was installed by the owner in 1992, will be re -used. The site is on the south side of 142nd Street with a slope ranging from approximately 2% to 3% in the north -south direction and 1% to 2% in the east -west direction. It appears that there are no obstructions that would prevent surface water runoff. No surface water was observed at the time of the inspection. The property is served by an easement to the north of a lot fronting on 142nd Street. On-site observation and physical survey show that there are no private or community water wells within a 100' radius of the proposed system. A two-way cleanout is to be placed within 51 of the tank. A second two-way cleanouts is to be placed at the middle of the run, with a third two-way cleanout 101 up line of the absorption field. The minimum slope is 1/411 per foot from the tank to the absorption field. A minimum cover of 3611 (or 2411 with 2" of closed cell insulation) must be maintained. Scott and Francine Gorder April 27, 1994 Page 2 if there should be any questions concerning this proposed relocation or characteristics of the site, please call me at (907) 746-1073. Sincerely, 747, Douglas T. Kenley P.E PE#8176 _Permit No. Page 3 of 3 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 • Anchorage, Alaska 99519-6650 a Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report 9--e 3 a- iA.) / 2 Al 34�), Legal Description: tiE= n/AJ1. Alw'J- A)�� PID No.: 72013 A (1/93)' 1 Municipality of Anchorage Page 1 01.3 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 PermiitNumber: s b G31 f f n PID Number: 01_` - MQ -1' A I Name: 6c,& I f r&)c4nti Ode#- Wastewater System: lKew ❑ Upgrade Address: ABSORPTION FIELD Phone: Trench ❑ Shallow Trench D Bad O Mound D Other LEGAL DESCRIPTION sod R.Ung. Total Depth from original graft: b t /� i/ • __GPD/Sq. Ft. Depth, to pipe bottom from aiginNgraoe: Gravel depth beneath pipe, Township: � Range: 2� Section�r Ft FI. Fill added above original grade: Gravel length: • WELL:. ew ❑ Upgrade Fl. FI. Gravel depth: Numberollinu: Das alae men Inca Classification (Private, A.B,CI: Total Depth: Caned To: Z- 11 Ft. Z' 5 FI. ToMI absorption uw: PIP@ materia � tram Ft. FI. Driller. Data DNlNtl: %bewaler I": Z74 so. Ft. ip IMlatler: Date' eMl, Ft. rAV Yield: Pump set at: Cuing (Night Above Gfourd: GPM Ft. Ft. TANK SEPARATION DISTANCES aicptic ❑Holding 0S.T.E.P. To Saplic Ab.orplion -UN alraae,a- - pnvaM Flom Tana Field Auld M rlufacturer. Capacity, in gallons: . .TamY- Saaerung IDoe) Well Ir) �.r IZ�Q l ,_..� �_ �, 251 K+ Materials Number of Comparlmenls: IL�_ Surface 1 e Water >' 200 — >I�q/ - Lot / / %3i / Line size in gallons: Manu r. Fa "Pump Will", al: "Pu Ieva High water alarm al: Pump Mea Ellicid"l Inspections performed by: Remarks: Jr4C^jSjo^of BENCH MARK Locationandift iptionj4&71`1 AtL: /"_5-rALtj4 7104 LoJA CO PL4C"C AuumNvalion: DO i ENGINEER'S SEAL � Q1. a O96 •a PJC 9a Ztb� a Inspections performed by: AcAM ffnn.a 4A Dates: is 2nd / Z ea .• f� Department of Hea nd Huervices approval If`;,=° Michael F..'Anderson e°-:� o e Gyr Reviewed and approved b . Date: ' 72-013 I1A111 MOA 2a Permit No. Page 2 of 3 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: PID No.: r _JN—f, 3?1j�b I0,1p1 — —r, T04 72-079 A W") MOA 25 00000000 6 140 TOO 1N. ,I E. Andersen 4381-E Permit No. Pam 3 at Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES " ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 a Anchorage, Alaska 99519-6650 0 Telephone: 3434744 On -Site Wastewater Disposal System and/or Wall Inspection Report .av�o w IN�1 MYw m ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, ALASKA 99524 February 1, 1993 Municipality of Anchorage Department of Heath & Human Services 825 "L" Street Anchorage, AK 99502-0650 Attention: Robbie Robinson Subject: T12N R3W Section 35 Scott and Francine. Gorder Septic System As -Built Dear Mr. Robinson: Attached is the certified as -built for the septic system installed on the subject lot. Please note the system does not conform to the original design in that the depth of gravel below the distribution pipe is 2.75' rather than the 4.5' required by the design. The total absorption area of the installed system computes to 274 square feet which is 26 square feet short of the Municipal requirement for a two bedroom home. I recommend, however, that the system be approved for a two bedroom home because soils encountered during the excavation for system verification appeared to be better than those for which the system was designed. In addition, the mobile home currently utilizing the system is inhabited by only two people minimizing the influent loading of the septic system. The system should be extended during construction of the permanent home planned for the lot to be brought into compliance with Municipal regulations. Please advise if you have any questions concerning this matter. Sincerely, Michael E. Anderson, P.E. 0 r ny 71 OH tv °a a z o a 0 0 0 0 0 0 0 0 0 0 0 0 v � z za ° z a z a a; 0 0 0 0 0 0 0 0 0 0 0 0 Co V za ° e y a°, o m Cl) m m 'm o 4 R � m C ■ ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, ALASKA 99524 January 18, 1993 Municipality of Anchorage Department of Heath & Human Services 825 " U Street Anchorage, AK 99502-0650 Attention: Robbie Robinson Subject: T12N R3W Section 35 Scott and Francine Gorder Septic System As -Built Dear Mr. Robinson: RECEIVED JAN 19 1993 Municipality of Anchorage Dept. Health & Human Services At no time during the construction of the subject septic system was I contacted to inspect the system for conformance to the design. In late July, however, I was asked to visit the site to try to determine if the system had been constructed in accordance with all Municipal requirements. This inspection was completed after discussing the situation with Mr. Dan Roth of the Municipal Health Department and the urging of Mr. Gorder to prevent the Municipality from issuing him a citation for nonconformance. At that time Mr. Gorder had exposed both ends of the system and attempted to verify the presence of 4' of sewer rock below the the drain field lines. Since no inspection was made during the placement of the rock it was impossible to verify whether the design quantity of rock had been placed. I also noted no monitor tubes had been placed. I told Mr. Gorder to place the tubes near the cleanouts since the ends of the trench were open and easily accessible for placement. I did not tell him to place them outside the drainfield trench. Recent inspections reveal the monitor tube is not within the confines of the drainage trench and therefore not acceptable. The other monitor tube is the original tube placed for water monitoring during the percolation test and is also unacceptable. Since I was not present during the placement of the sewerline rock I cannot verify the 4' depth required by the original design. Similarly, since the monitor tubes are not in conformance with Municipal requirements I cannot certify the septic system meets the original design specifications. I will not certify this system until I am convinced it is in conformance with the design and Municipal regulations. Sincerely, Michael E. Anderson, P.E. Tom Fink, Mayor Municipality ©i Anchorage Department of �.. 4 -: x" P.O. E oA 156650 December 10, 1992 Health and Human Services 825 "L" Street Anchorage, Alaska 99519-6650 Francine or Scott Gorder 5951 East 142 Avenue Anchorage, Alaska 99516 Subject: T12N R3W Section 35 NW4 NW4 NW4 NE4, PID #017-092-14 Notice of Violation An on-site well and septic permit (SW920136 dated June 17, 1992) was issued under special provision stipulating that "this wastewater system must be constructed by not later than Sunday, June 21, 1992 to avoid enforcement action by the Department of Public Works, Zoning Enforcement and the Department of Health and Human Services, On-site,Services." We have been advised by the design engineer, Michael E. Anderson, that the septic system was installed without having him or any other registered civil engineer conduct the two mandated construction inspections. Mr. Anderson also advises that until such time that he does conduct his on-site inspection, an "as -built" drawing will not be submitted to this office. In addition to having the on-site well drilled without a permit (which is a citable offense) the operation of this undocumented and unapproved septic system is in violation of Municipal Ordinance AMC 15.65, and is therefore subject to the issuance of a citation and possible legal action. This Notice of Violation officially places you on notice that the subject undocumented septic system must be inspected by a registered civil engineer with an as -built drawing submitted to this office by not later than December 31, 1992. Failure to comply with this deadline will result in the immediate issuance of a citation by this office. If there are any further questions, please call our office at 343-4329. Sincerely, Robert W. Robinson Civil Engineer cc: Michael E. Anderson, P.E., Anderson Engineering MUNICIPALITY OF ANCHORAGE MEMORANDUM DATE: August 4, 1992 TO: Leslie Jordan, Counter Supervisor, Building Safety THRU: John Smith, P.E., Program Manager, On -Site Services"t`¶� FROM: Dan Roth, Civil Engineer, On -Site Service SUBJECT: On -Site Wastewater Disposal Permit Revocation For T12N R3W Section 35 NE1/4 NW1/4 NW1/4 NW1/4 P.I.D. 017-092-14 The permit number SW920136 for the above referenced property to construct an on-site wastewater disposal system has been revoked by this office. The property owners have been advised to stop work on their wastewater disposal systems and resubmit applications to amend the closed permits. cc: Dave Brennen, Code Enforcement Manager, Land Use Enforcement Michael Kerr, Code Enforcement Officer MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW920136 DESIGN ENGINEER:ANDERSON ENGINEERING OWNER NAME:BURGESS FRANCINE G & OWNER ADDRESS:5951 EAST 142ND AVENUE ANCHORAGE, ALASKA 99516 PARCEL ID:01709214 LEGAL DESCRIPTION: T12N R3W SEC 35 NE4NW4NW4NW4 LOT SIZE: 108900 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 PAGE 1 OF 1 DATE ISSUED: 6/17/92 EXPIRATION DATE: 6/17/93 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: 1. THE ATTACHED APPROVED DESIGN. 2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80). 3. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: THIS WASTEWATER SYSTEM MUST BE CONSTRUCTED BY NO LATER THAN SUNDAY JUNE 21, 1992 TO AVOID ENFORCEMENT ACTION BY THE DEPARTMENT OFP BLIC WORKS (ZONING ENFORCEMENT) AND THE DEPARTMENT OF ALTH -& HU RVICES (0 SITE SERVICES). RECEIVED BY: �- c (L l� UU� DATE: ISSUED BY:— / /7ld 'L DATE: September 10, 1991 Municipality of Anchorage Dept. of Health & Human Services Environmental Services Division 825 "U Street, Room 502 Anchorage, Alaska 99501 Subject: NEI/4NW1/4NW1/4NW1/4T12NR3WS35 Septic System Design Impacts to Adjacent Properties Dear On Site Services Engineer: I have reviewed information available on lots adjacent to the subject property and have conducted an onsite investigation. Systems located on other properties in the neighborhood are more than 200' from the proposed systems on the subject lot. The terrain of the lot gently slopes from the south to the north. The east to west slope is flat with a small valley in the center of the lot. In addition, the following comments pertain to the property: 1. The system, if constructed as designed, will have no adverse impacts on the wells currently in use or to be placed in the future on lots located in the area. 2. The system, if constructed as designed, will have no adverse impact on existing septic systems in the area or those to be constructed in the future. 3. The system, if constructed as designed, will have no adverse impact on reserved space either surface or subsurface on any lots located in the area. 4. The system, if constructed as designed, will have no adverse impact on drainage patterns in the area. Sincerely, ^OF A � Michael E. Anderson, P.E. *" " �, To ; Michael E. Aadorson ei.' ®_ 4331-E R0FCSS',`3T-m ROCKFORD CORPORATION -P O Box 111706 ANCHORAGE, ALASKA 99511 (907) 344-4551 761 \ .:.. _........................./1 00 .'_ \ ti RropWi9SI�Me,Mbn,11�OHii.b OgI�KNI1Ei111LfIIH NIOGffiNN k l I� JOSML SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE i. rA� 761 \ .:.. _........................./1 00 .'_ \ ti RropWi9SI�Me,Mbn,11�OHii.b OgI�KNI1Ei111LfIIH NIOGffiNN k l I� FZ—D s1SC CALwc.A„ON , )N Z4 ---C = I N�YJ, A!0yq, /�lWV4, JWY41Tf7✓J1E3w 535 9/00/91 Z c Z -C A4 /N. hli — 75a F z U7,c 1 -7-c Dm --P 'T-Z�J ua��s��.J _ �2Q — S/z 'DcPr,4 - 750 FT z 9 P7, VFr, = 8 `%.O FT, p r T1� En1 Cr DILA)"A&s Ai.IAJ Fri. A Tn< N. 4 E� ion► A — A C -A t C- e. 49 V-. mm ecane mmam mma F� . Michael E. An2,NSon °; . G AW • E e .e,'? NA n I ,Evremc_c- aucrrtc� 11 3—b r/ pjA,-JFil-.A 4 // Aj,®°maa s dnm � o E� ion► A — A C -A t C- e. 49 V-. mm ecane mmam mma F� . Michael E. An2,NSon °; . G AW • E e .e,'? Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825"L" Street, Anchorage, Alaska 99502-0650 SOILS LOG - PERCOLATION TEST PERFORMED FOR: s X10 -M DATE PE LEGAL DESCRIP710N: D TH „yam 2 �, ? 3 20 5I 4 �j D p vA b I 5 o 6 O 7 8 9 - 10,' 11 12 p t o 13-,5 4 14- 15- 1516171819 16- 17- 18- 19- Section: SLOPE PLAN WAS GROUND WATER 146 ENCOUNTERED? IF YES, AT WHAT V✓ DEPTH? Depth N Wrier Aller . Monitoring? Batt .11 1i 20 { ( I tf�l PERCOLATION RATE IJ / (minuses/inch) PERC HOLE DIAMETER ' '' ✓✓ AA TEST RUN BETWEEN — FT AND ni y FT COMMENTS fir51✓ ( W Y I ES7-4ot f WAS PtC50 Av zP P/YIOtL TD PEZco LR''7o�1 PERFORMED BY: - ,1 Vrz I dladT HIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATEDATE' 9n/�I 72-008 (Rev. 4/85) PERFORMED LEGAL Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG - PERCOLATION TEST 1 2 3 15 vi 4 5 6 . .o o, ` �3' 7S��Sk`��(t , • b. 8 ,o 9 10 11 12 -=m m P, P a 13 O D e ,J 4 14- 15 16 17 19 DATE PERFORMED: "`a" Township, Range, Section: ! (2 )•l 1--'A C. Y{, Z�K, PLAN WAS GROUND WATER ,(O ENCOUNTERED? 4V IF YES, AT WHAT DEPTH? Depth to Water After/ L/1-07/Lf 1 v,� �, Monitoring? Date: bl i 201 Iui PERCOLATION RATE (mmutevinch)6h PERC HOLE DIAMETER / �� 1 {�r'��7 TEST RUN BETWEEN I�L�, FT AND /F" FT COMMENTS - L-6 I1L%�Y T' �1! T�STMm-C e -)AS WLE 5o MLff p/UWL 7p Pt 7t.COL,4r,D j 'f"7G'ST, PERFORMED BY: _ I RTI ���A}T THIS 3 TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE DATE: q„ 0/ T 1 72-008 (Rev. 4/85) Depth toI Water -=m m 201 Iui PERCOLATION RATE (mmutevinch)6h PERC HOLE DIAMETER / �� 1 {�r'��7 TEST RUN BETWEEN I�L�, FT AND /F" FT COMMENTS - L-6 I1L%�Y T' �1! T�STMm-C e -)AS WLE 5o MLff p/UWL 7p Pt 7t.COL,4r,D j 'f"7G'ST, PERFORMED BY: _ I RTI ���A}T THIS 3 TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE DATE: q„ 0/ T 1 72-008 (Rev. 4/85) PERF( LEGA 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 TEST RUN BETWEEN t FT AND � 4' FT COMMENTS _J 4'�2l fiO% � �O Y• TGST t+Q LC WAS ?Pn-So A4L—' p/u9k PM- cn f.A�0 •.1 iE'ST PERFORMED BY:llr�l�� I %vo �A..-<: � � � THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: -- 72-008 (Rev. 4185) _ - !e Municipality of Anchorage � DEPARTMENT OF HEALTH 8 HUMAN SERVICES j-0 825 "L" Street, Anchorage, Alaska 99502-0650 p1, SOILS LOG — PERCOLATION TEST �B c PERFORMED FOR: Ism C-19KD✓T1 DATE LEGAL DESCRIPTION:r� 3� Township, Range, Section: F-1 K .1/.1_161!!i. 1,61I_11.A1 „, SLOPE (F�Efr1, - ..r o 2 3 I.. , I. I I 9-- 10– 10– WAS GROUND WAT ENCOUNTERED? 17- 18- 19- 20- COMMENTS 7181920 COMMENTS IF YES, AT WHAT DEPTH? same{ oafmfdf3' q, $EAL; mpam®�yao aeemmo°mm e.r� !(V ......... el E. Anderson 43381 - E PLAN Depth to Waterge_ {�_ t Monitoring? gale: N ri ®=mmm 9�y // PERCOLATION RATE v' ((minutes/inch) �PERC HOLE DIAMETER _Z- T T ,UN ETWEEN FT AND FT PERFORMED BY: r A' IPltfJKACLS E TIFY THAT /THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) 11 „ 12 13- 3 14 14- 15 15 17- 18- 19- 20- COMMENTS 7181920 COMMENTS IF YES, AT WHAT DEPTH? same{ oafmfdf3' q, $EAL; mpam®�yao aeemmo°mm e.r� !(V ......... el E. Anderson 43381 - E PLAN Depth to Waterge_ {�_ t Monitoring? gale: N ri ®=mmm 9�y // PERCOLATION RATE v' ((minutes/inch) �PERC HOLE DIAMETER _Z- T T ,UN ETWEEN FT AND FT PERFORMED BY: r A' IPltfJKACLS E TIFY THAT /THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) 9�y // PERCOLATION RATE v' ((minutes/inch) �PERC HOLE DIAMETER _Z- T T ,UN ETWEEN FT AND FT PERFORMED BY: r A' IPltfJKACLS E TIFY THAT /THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) RECEIVED To: Health wept. JUNJ 18 1992 From: Scott R. Goder Municipality of Anchorage Dept. Health a Human Services Date: 6/17192 On 6120192, 1 plan on installing the leach field system located on my property at 5951 E. 142)nd Anchorage, AK 99516. 1 have experience on a backhoe and installing septic systems. Scott R. Gorder J