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HomeMy WebLinkAboutPREUSS #2 BLK 4 LT 10 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 hftp://www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP231298 Work Type: Septic Upgrade Tax Code Number: 05057143000 Site Legal Address: PREUSS #2 BLK 4 LT 10 G:0056 Site Mailing Address: 10116 GEORGE PL, Eagle River Owner: BKB LLC Design Engineer: FIRST WATER CONSULTING This permit is for the construction of: Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy Effective Date: Expiration Date 'S i Department 9/21/2023 9/20/2024 Lot Size in Sq Ft: 22620 Total Bedrooms: 'a' 9 ❑ 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: • The existing trench is to be located to ensure that the required separation will be met. - f CO - tnGreo y er s }cyte. w► s i zc �rD f `l '00P-5 / 7-11/17.3 M Issued By: Date: Date: RA / Z M UMUPAUTY OF HCHORZAGE Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section - ' Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 050-571-43 Property owner(s) BKB LLC Day phone Mailing address 18540 UPPER MC CRARY ROAD, EAGLE RIVER, AK 99577 Site address 10116 GEORGE PLACE, EAGLE RIVER, AK 99577 Legal description (Sub'd., Block & Lot) PREUSS #2 BLOCK 4, LOT 10 Legal description (Township, Range & Section) Lot Size Sq. Ft. Number of Bedroomsx_- APPLICATION IS FOR: (® all that apply) Absorption Field E] Septic Tank x❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ APPLICATION IS AN: TYPE OF DWELLING: Initial ❑ Single Family (SF) x❑ (w/wo ADU) Upgrade 0 El El Duplex (D) Multiple Dwellings ❑ (SF and/or D) THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: q� S Waiver Fees: _ Date of Payment: 9 / ST_L 1 Date of Payment: Receipt Number: `�� �� Z Receipt Number: Permit No. _�� S ?� Z 3 I Z Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc C' F?rs[ Water �- CONSULTING a 3YAiER/hiAST; i"tAI[F: -_�-►r_�2� S U P P C fl i& P1 u 13030 Sues Way, Anchorage, AK 99516 907-350-9566 / firstwaterAK@gmail.com September 7, 2023 Municipalities of Anchorage On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 RE: SEPTIC SYSTEM UPGRADE LEGAL: PREUSS #2 BLOCK 4, LOT 10 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPUAN OSP231298, Deb Mckenfuss, 09/2 G haAjel to -I bedroom Jai"" The property owner has requested we obtain a permit to upgrade the aged septic system of the above referenced lot. We propose to install one deep trench and 1.000 -gallon HDPE tank to serve the existing 3 -bedroom residence. The design is based on the record test holes conducted in 1991. No groundwater was observed at test hole excavation or monitoring. The slopes are moderate at 8-13% at the proposed upgrade location. The lot and area are served by private water. The design will not impact any of the neighboring properties. Please contact us if you have any questions. Sincerely, i Curtis Huffman, P.E. FrstWaty C011 ULYjG [1t %' CE8 YIAIEU 1111VIAIEP SUP, 0. I F P I. AN N IN6 M DESIGN CALCS: 4BR X 150 GPD = 600 GPD 600 GPD/0.6 GPD/SF = 1000 SF SAS 1000 SF / (2 X 6' ED) = 84 FT. TRENCH USE 1 TRENCH — 84'(L) X 2'(W) X 6'(ED) NO SLOPES >25% WITHIN 50' TOTAL MAX DEPTH FROM EXISTING GRADE: —7' OF PROPOSED FIELD. INSTALL RESERVE FIELD NOTES: STAKE PROPERTY LINE & WELL RADII PRI❑R TO CONSTRUCTION SEPTIC AREA Lot 9 —VACANT Lot 4 10' Unum I 25.0' EASEMENTSiv 5.0'x4.0' PORCH S W59'E 2.O'x1e.7' CANT s ° &T n�„a nr. rwELL e aar aAan • �a,uL , WE 24.2 ra, ae rso-au.,e4F W/. D OR4ya ,°a� °P 0 iii MORGY SEPTIC AREA PT; °" ,'" 0 24., 442 G rrn 30R HOUSE to CAM N Lot 5 W -1 ,ow 48.3 $ � 1*1 euc. cn rr r i I -0 Lot 10 O y sat msm[ 22.620 S.F. D PROTECTIVE O `„' .^� 0 W WELL RPDIUS G m .W uN 1m VV now io mea, �7 m Wpm Affl,mL1a7 1w RADW N 89'59 50 0 0 DAVID AVENUE rAPPROX LOC. WELL /-APPROX LOC. WELL NO WELLS WITHIN 100' OF PROPOSED SEPTIC SYSTEM PREUSS #2 BLOCK 4, LOT 10 SUPPORT ®SERVICES:®® �® PREPARED FOR: ®��� OF BKB LLC rwcs 00' TH 10116 GEORGE PLACE C9 EAGLE RIVER, AKK 99577 � e (N FIRST WATER CONSULTING DATE: 9/7/2023 %rtis Huffman 13030 SUES WAY SURVEY: KGL r CE 128991 04 DRAWN: FWCS 9/7/2023®® ANCHORAGE, AK 99516 SCALE: 1' = 60 907-350-9566 FirstWaterAK©gmail.com PAGE: 1 OF 2®®®®� M DESIGN DETAILS: INSTALL NEW 1250—GAL HDPE SEPTIC TANK. MAINTAIN 10'+ FROM FOUNDATION, 100' TO WELLS, 5' TO FIELD & DECK SUPPORTS WITH 4' OF COVER OR INSULATION. INSTALL 1 84'L x 2'W x 6'ED TRENCH —7' FROM GRADE w/ INSULATION & 2'+ OF COVER MAINTAINING 100' TO WELLS / SURFACE WATER, 10' TO LOT LINE,.... INSTALL PER AMC 15.65, 15.55, & MASS ... TANK BEDDING, SEPARATIONS, MATERIALS, MAY CONSIDER INSTALLING A LARGER SEPTIC TANK L/1,3 LIVI L-1 14 1 J ` 00 5.0'x4.0' PORCH S 89e59'E 188.50' 2.0'x16.7' CANT DECOMMISSION EXISTING TRENCH EXISTING S.T. /- WELL IS ONLY RATED & INSTALL NEW 24.2' 6/ FOR 3BR 1250 -GAL HDPE SEPTIC TANK W/ DIV & DCO. GRgV, N �RivEwgY R C p EXISTING 3'W DIV DCO CO MH � II 44.2' LA 4 FlE�D PIPES ®® 0 24.1 ' FCO 313R HOUSE 1.0' CANT e N CO MT ►t 5 TH#11991 48.3' BALC. CANT N Lot 10 EM VE & REPLACE/ O OPOSED 4BR FIE L OR RESERVE 022,620 S.F. �y°V ENTER �100' PROTECTIVE TRENCH WELL RADIUS NEAR MID POINT STAKE 10' ESMT MT PRIOR TO CONST CO TH#2 1991 APPROX. 100' 3-6% APPROX.100' N 89'59'"8.50' WELL RADIUS O O DAVID AVENUE PREUSS #2 BLOCK 4, LOT 10 SUPPORT@SERVICES: - OF PREPARED FOR: �4�j, KB LLC '01F 1B 1116 GEORGE PLACE rww�q�� TH EAGLE RIVER, AKK 99577 C� * 9 FIRST WATER CONSULTING DATE: 9/7/2023 ( rtis Huffman SURVEY: KGL 1 CE 128991 6p Af 13030 SUES WAY DRAWN: FWCS 1 9/7/23 ANCHORAGE, AK 99516 SCALE: 1" = 30'sszolz�' 907-350-9566 FirstWaterAK@gmail.com PAGE: 2 OF 2 ®�®® Lot 4 I 10' UTUTY EASEMENTS S 89.59' E Z i O 1 V O 0 —SEPTIC {p PIPES Lot 5_ 95.5' N Lot 10 22,620 S.F. / Lot 9 I o6 188.50' 25.0'� 1 I -5.0'x4.0' PORCH f I I 2.0'xl6.7' CANT WELL GAVEL pRIv V J f 44.2' I O 1 STORY 1.0' CANT - RESIDENCE w/ o / WALKOUT BSMT. m 4 \48.3' O BALC. CANT / N 89'59'W 188.50 r DAVID AVENUE fTl N O O 0 100' PROTECTIVE / WELL RADIUS k PLOT PLAN _ -_ AS BUILT _X SCALE _ 1 = 40' GRID _ NW 0056_ Project No. 23-44_2/A1____ 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 Lang & Associates, Inc. (907) 522-6476 Phone ken®langsurvey.com 4��'TL ` Professional Land Surveyors jonathan®langsurvey.com .s OF A4 % travis®langsurvey.com • !9 I hereby certify that I have surveyed the following described property: AC.' :9 J LOT 10, BLOCK 4, PREUSS SUBDIVISION — UNIT No. 2 (PLAT No. 70-42) *: 49TH *�I Anchorage Recording District, Alaska, and that the improvements situated thereon are • • • • • • • • • • • • • • • • • • • within the property lines and do not encroach onto the property adjacent thereto, that no improvements on the property lying adjacent thereto encroach on the surveyed premises and that there are no roadways, transmission lines or other visible �•• KENrkETH G. LANG •,•o easements on said property except as indicated hereon. f , • q o. 242 S/ Dated this the Day of at 1FOpIr����DSW at Anchorage, Alaska l� ESSm� It is the responsibility of the owner to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. State of Alaska AECC963 " 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: ~-~...I ~ 14:::>~.,~}.~ PID Number: ~z~ ,,'~-,~-'~l'Z~';~ Name:z::~-~-~--'7/ J~. ~~ Wastewater System: ~New ~ Upgrade Address: ~ ~ ~~~~ ~. ABSORPTION FIELD No. of Bedrooms: Phone: ~,~~ ~ eepTrench ~ Shallow Trench DBed ~Mound ~Other LEGAL DESCRIPTION SoilRating: ~ GPD/Sq. Ft. Total Depth from origina~ra~e: Lot: ~ ~ B{ock~~~~Subdivisi°n: Depth to pipe bottom from orig~nal~.~grade~ Ft. Gravel depth beneath pipe~.~ Ft. Township: ~ Range: J Section: Fill added above origina~ grade: / Gravel ~ength: WELL: ~ew D Upgrade Gravel dcpt~ ~1~ Number of lines: Dis ance baleen lines: ~ ~,. I ~[~. ~. C~ation (Private, A,B,C): Total Depth: Cased To: Total absorption are~: Driller: Date Drilled: Static Water Level: Installer: Date installed: I Yield: Pump Set at: ~ Casing Height Above Ground: e.M .~. ~. TANK SEPARATION DISTANCES ~eptic ~ Holding Q S.T.E.P. To Septic Absorption Lift HoMing Pubfic/Pdvate Manufacturer: Capacity in gallons: From Tank Field Station Tank S .... Lines ~~/~ ~ Material: Number of Compartments: w~, I~ ' 1o~~ ~ ~+ ~ ~ SurfaCewater 1~'~ IDD'+ ~ -- -- LIFT STATION Lot Size Jn gallons:J Manufacturer: Line [~ [~ ~ ~ ~ Fou~dat'ofl ~' ~I ~ ~ -- "P~P°~"levolat: ~ al: ~ HiOh wa,er a,ar~ at: CudaiDrainn ~ ~ ~ ~M ~ ~ ~ ~ Pomp Make & Mo~ctrical Inspections pe~ormed by: Remarks: ~~ i~~~ BENCH MARK Location and Description: J A~u~e~ ~.v~*~on: ' ENGIN~'SSEAL Inspections performed by: ~~~,~es: lst~/~ Department of Heal~ and Human ~rvices approval -..-...- Reviewed and approved by: ate:~-2%-~ 72-013 (1/91~ MOA 25 Permit No. 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 72q)13 A (2/91) MOA 25 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 WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW910342 DESIGN ENGINEER:S & S ENGINEERS OWNER NAME:MASON GARY L & OWNER ADDRESS:16600 CENTERFIELD DR. EAGLE RIVER, AK 99577 DATE ISSUED:10/25/91 EXPIRATION DATE:10/25/92 PARCEL ID:05057143 LEGAL DESCRIPTION: PREUSS #2 BLK 4 LT 10 SEC 8, T14N, R1W, SM LOT SIZE: 22620 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD / 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: DATE: DATE: HEALTH AUTHORITY APPROVALS SEWER & WATER MAIN EXTENSIONS SEWER & WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION & FLOW TEST SITE PLANS ROAD DESIGN SOILTEST PERCOLATION TEST STRUCTURAL & MECHANICAL INSPECTIONS ON SITE WASTE WATER DISPOSAL SYSTEM DESIGN ROBERT SHAFER, P.E. ROGER SHAFER CIVIL ENGINEERS (907) 694-2979 FAX 694-1211 October 21, 1991 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES 825 L Street Anchorage, AK 99519-6650 REFERENCE: Preuss Subdivision Unit #2, MUNICIPALITY OF ANCHORAOE I~NVIRONMENTAL SERVICES DIVISION OCT 2 1991 RE£EIVED Block 4, Lot 10 We request you issue a permit to drill a well and install a septic system to serve the proposed 3 bedroom house on the referenced property. Two test holes were performed on the property on October 12, 1991. The approximate locations of the test holes are located on the attached site plan. The monitoring tubes within the holes have been checked and found to be dry. This property has enough area for a septic upgrade which can be seen on the attached site plan. We do not anticipate any adverse effects on neighboring properties by the installation of the proposed septic system. If you have any questions, or require additional information for your review, please contact us. Sincerely, Roger J. . . Sh fer, P E RJS/lsu 17034 EAGLE RIVER LOOP, SUITE 204, EAGLE RIVER, ALASKA 99577 SCALE °1 Municipality of Anchorage ~ ~ OF HEALTH & HUMAN SERVICES DEPARTMENT 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: ~)%/ fl~O DATEPERFOR"ED: ~'~'~{ LEGAL DESCRIPTION: U~ ~ ~¢~0¢¢*~ Tow.ship, Range, Section: SLOPE SITE PLAN 10 11 12 13 14- 15 16 17 18 19 20 WAS GROUND WATER ENCOUNTERED? S L IF YES, AT WHAT O DEPTH? P E Depth to Wale~,, ! Monitoring? ~ Date: Gross Net Depth to Net Reading Date Time Time Water Drop * PERCOLATION RATE ~ ~ (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN ~' FT AND ~ FT COMMENTS S & S ENGINEERING 17034 Eagle Ri~er L°°P R°ad "~-2-~04~c:~\ q~ PERFORMED BY: ...... .__ AA~'"'~"~ CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WiTH ALL STATE AND MUNiCiPAL GUiDELINES iN EFFECT ON~THIS DATE. DATE: I'~:>~'1 ~1-~ / 72-008 (Rev. 4185) Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: /~~ 1 2 3 4 7 8 9 10 11 12 13 14 15 16 17 18 19- 20 COMMENTS SLOPE SITE PLAN WASGROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Oepth to Water hlonitoring? Date: Reading Date Gross Time Net Depth to Time Water Nat Drop PERCOLATION RATE ~ /"~- -- (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN ~ FT AND ~:~ FT $ & S ENGINEERING i20~4 Eagle ~ver Loop ~oad No. 204 .~,,.~/~~ PERFORMED BY: ~aqle !~ver, Alaska 99577 ~ CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE, DATE: ~ ~ ~ [~ ~ ~ 72-008 (Rev. 4/85)