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HomeMy WebLinkAboutSEAVIEW HEIGHTS BLK 2 LT 7Ai k AUL M cipality of .chorage �\ ^ Department of Health and Human. Services �Fl� 825 "L" Street ''/yStroill. P.O. Box 196650 Anchorage, Alaska 99519-6650 Mayor 343-4744 April 14, 1995 Robert & Lynn Crockett 6533 West Dimond Boulevard Anchorage, Alaska 99501 3901 Subject: Lot 7A Block 2 Seaview Heights Subdivision Permit #SW940074, PID 00110-26lel9 The subject permit, issued April 14, 1994 by this office for a single family well and/or on-site wastewater system, has expired as of April 1.4, 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 erely, v J mes Cross, P.E. P ogram Manager On-site Services enc: Copy of Permit cc. Douglas t. Kenley, P.E. 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 PERMIT PERMIT NUMBER:SW940074 DESIGN ENGINEER:DOUGLAS T. KENLEY, P.E. OWNER NAME:CROCKETT ROBERT & LYNN OWNER ADDRESS:6533 W DIMOND BLVD ANCHORAGE, AK PARCEL ID:01126119 LEGAL DESCRIPTION: SEAVIEW HEIGHTS BLK A LOT SIZE: 70262 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: 4 2 LT 7 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: PAGE 1 OF 1 DA7.'E ISSUED: 4/14/94 EXPIRATION DATE: 4/14/95 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 OR 343-4681 AFTER BUSINESS 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: THE TOTAL DEPTH OF THE RECEIVED BY: MUST NOT EXCEED 9.0 FEET. DATE: ISSUED BY: ��=c''�c,u, � � � a=�Tiv�--�-- DATE: /c Douglas T. Kenley, P.E, HC01 Box 6034, Palmer, Alaska 99645 (907) 746-1073 March 19, 1994 Mr. Robert Crockett Lot 7A, Block 2, Seavi.ew Subdivision Anchorage, Alaska PERCOLATION TEST RESULTS AND GENERAL SITE INVESTIGATION REPORT On February 26, 1994, the above -referenced. 70,262.28 square foot site was inspected in conjunction with soil perk tests being performed for application and approval for the installation of an on-site waste water disposal system. The site is :Located at the intersection of West Dimond Boulevard and proposed. Tori Dr. in Anchorage, Alaska. The system is being installed to serve a new four-bedroom home scheduled for construction in the sprang of 1994. The septic tank will be a 1,250 gallon tank. The site is on the north side of West Dimond. Boulevard with a gradual slope ranging from approximately I% to 2% in the west - east direction and 1% to 2.% in the south -north direction to the middle of the lot then an 82. slope to the north lot: Tine.. The immediate area that has been selected for the waste water disposal system has an average slope of 1%. The sit e is moderately treed. with birch, spruce and. alders. Tt appears that there are no obstructions that would prevent surface waiver runoff. On-site observation and physical survey shows that there are no water wells icor private waste water disposal systems within a 100' radius of the proposed system. There is an existing wager well on the site, which the owner :intends to use. No surface water was observed at the time of the inspection, and it appears that there is no potential for contamination of adjacent water wells or streams. one percolation test was taken at the site to assess the adequacy of .subsurface soils to accommodate both the primary and replacement on-site waste water disposal system. The results of this test are attached to this report. Mr. Robert Crockett March 19, 1994 Pane 2 The test; site had adequate percolation rate to support the proposed four-bedroom residence. Subsurface soils were found to be sand with some gravel overlain by 12." of surface organics. The percolation rate for the soil was found to be less than one minute per inch. By inspection, it was determined that the material has a percentage of sand greater than 505therefore, a sand liner: is not anticipated. A sieve analysis will be provided to the Municipal-ity's On -Site Waste Water Department:. If there should be any questions concerning the percolation rate or characteristics of the site, please call me at (907) 746-1073. Sincerely, - T, Douglas T. Kenley P.�! PE487.76 t// In ,Rn � r 1 <ti r i k 1_E r��3 � A l 12 9105 oma: F Fit o_ 4'-0 I. 6-0 , L 3 -0 MINIMUM D U� 0 0 moo_o o\ — 0rr Z m (J II N n 200 E �1 —y g a~ Y in m sE n N N r 0 1- n�p p3N SI O I� A V /VAK .Z s'�/o, VI 49 e a '— D®UGLAS T. MALEY, P.E. .•��nu m g 3 MR. ROBERT CROCKETT RESIDENCE CIA IV.... /1 R MYA FFF .M..bF FM. IIOT .,4Yh pr Lot 7A, Blk 2, Saaview Height Subdivision Q m Z 1h� 54 Z Anchorage, Alaska p�� q� � P II A A fl D N N 3�Inn G LZns ccta N lRe'A/ jOA2 z nCnC LL I � rytry nl J UO A v N A N U' -II In ,Rn � r 1 <ti r i k 1_E r��3 � A l 12 9105 oma: F Fit o_ 4'-0 I. 6-0 , L 3 -0 MINIMUM D U� 0 0 moo_o o\ — 0rr Z m (J II N n 200 E �1 —y g a~ Y in m sE n N N r 0 1- n�p p3N SI O I� A V /VAK .Z s'�/o, VI 49 e a '— D®UGLAS T. MALEY, P.E. .•��nu m g 3 MR. ROBERT CROCKETT RESIDENCE CIA IV.... /1 R MYA FFF .M..bF FM. IIOT .,4Yh pr Lot 7A, Blk 2, Saaview Height Subdivision Q m Z 1h� 54 Z Anchorage, Alaska p�� � # D _ yro ' + V rf`1 G ccta R lRe'A/ .. Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 09..i ..:....:........." 825 "L" Street, Anchorage, Alaska 99502-0650 01 SOILS LOG �- PERCOLATION TEST n+':• Dougl T. ntoy •';' ' a. r . v _ PERFORMED FOR: ROBERT CROC14t-TT DATE PERFORM E +�? •' I L o 7- 7A F3 t- K 2 LEGAL DESCRIPTION: 5cAvii5w I-IGIGHT 6uE3N. Township, Range, Section: I SLOPE SITE PLAN (FEET) I OIa.GAN I C 1 16- 17 18 19 20 COMMENTS SANDY SILT $ANn W ITI-4 ONI � ljC2f�\JG L �_- I WAS GROUND WATER ENCOUNTERED? 5 OTT -0 M of ool-5 IF YES, AT WHAT DEPTH? No S L N4 P E 8eplh to Wale r Arier Monitoring? -Date: 3 7 ■■ MENNEN10 Net Depth to Time Water Net Drop 26 0 9 I II I IW EMENNE 3MIN 1,11SIMMw ONE0 1 M11A 3 MI0 II 3MtN 1,t Iu 1✓lI� ME Reading Date Gross Time Net Depth to Time Water Net Drop 26 0 9 I II I IW I INl A I 1,4 3MIN II zMIN 1 M11A 3 MI0 II 3MtN 1,t Iu 1✓lI� PERCOLATION RATE G (minutesrinch) PERC HOLE DIAMETER 6 TEST RUN BETWEEN S FT AND 6 --FT PERFORMED BY: ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN 72-008 (Rev. 4/85) IRTIFY THAT THIS TEST WAS, (tPERFORMED IN ONTHISDATE. AEE: MAR,'Zo, '2944 N Permit No. Page _ 5 of 9 Municipality of -Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report MR.. R.o$BR.'r Cre0V KE -TT Legal Description: LOT 7A 51-00K 4 SsA VIt VJ Fi61cNr dos; PID No.: _._... _.. DoT _7B; I.L.. Io�uqlkPv Emrema'h I —I IGG' I i\ ce`UtIIiMY!51.3ietrlal'1i I - exi9 T1NC� WELL I-{ouh� / I a• �nV9Vc .` I/ 1>rl ve- w+� / sr�� 01" Mp \ }e5 p;+ du� r....8 . \ I�a� yew✓ \ � j file 'I \ I OF eeEAL _'�B AW *640000000,, 0 0 0446 led $410446 *Is ._. ..__._ ....__ .__._. f.. _,.„__.. _. .. __._ _._ _.._............ -TL�. ' •°° 10000 too. •... 10U Dou as T. Kenley �° W b�NJ% CIE -8 176 to ��e to �QO ��peoFF�fioNP��"'� 72.013 A (2/81) MOA 25 CEN JOHNSON DRILLING CO. RECEIVED WATER WELL DRILLING PUMP SALES AND SERVICE (907) 243-2282 36 Years Alaska Drilling APIA 1419063 LINDEN DRIVE KEN JOHNSON MuniGipdt°t��LASKA 99502 C siV7Xl/� />,-��,�r DcHealth & Hurr��0r� ®rvicJds of I—) WATERWELL -TEST PUMP REPORT Date: C '-, Z-- 9 Owner A ddress Well Locatlon Well Information: Ttl. Dopth 9�% Depth of Casing croon From To Casing SlxeI Screen Dlam Screen Slot —' Remarks Pump Information: Intake Depth Pump Size _Air Line Depth S!>IW f Static Water Level v. Dlscharga / GPM, Max. Drawdown Ziry Pump On: Time /ZA,,/) Date Pump Off: Time_4,Z!: Date C „—/;2! l r WATER WELL DRILLING PUMP SALES AND SERVICE 39 Years Alaska Drilling (907) 243.2282 FAX: (907) 243.4852 KEN JOHNSON 3163 LINDEN DRIVE ANCHORAGE, A cSSKA 99502 DATE 6 ! � (� NAME /�L!L� I t1,13ROMWPHONE -Ili r LOCATION 1 -BLK SUBD. PUMP DATA: HP -VOLTS -PH -AMPS -MODEL _ CONTROLS PUMP INTAKE DEPTH DROP PIPE SIZE TANK SIZE & TYPE FILTERS R TYPE WELL DATA: CASING SIZE DEPTH WATER LEVEL GPM DD PITLESS:TYPE DEPTN WELL SEAL TIME: ON SITE OFF SITE _ REMARKS: KEN JOHNSON CWD/Pl NWWA CERTIFIED BO L V Y GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality 3330 "C" Street, Anchorage, Alaska 99503 2.74-4561 Date Received //-.3 .?s - Time of Inspection Date of Inspection /Y- --/,— REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES FOR G©N v, 1. Approval requested by: Mailing Address: Q/_ ,f, �"+ � Phone: A7N- 3561 2. Property Owner:, ryj'J=[ Phone: Mailing Address: 0 A,&, 3. Legal Description: 7: Z9 134- 2 4. Location:" 5. Type of facility to be inspected No. of bedrooms 6. Well Data: A. Type DLtw" B. Depth C. ConstructionVke D. Bacterial Analysis 7. Sewage Disposal System: � 1&44e— A. &44 —A. Installed B. Installer C. Septic Tank: 1. Size �'' /1ld Manufacturer s ' D. Seepage Pit: 1. Absorption Area ? 2. Material E. Disposal Field: Total length of lines 8. Distances: t � A. Well to: Septic tank % O Absorption area / y $ _, Sewer Lines , Nearest lot line XO �, Other contamination B. Foundation to septic tank _fie, Absorption areaC. Absorption area to nearest lot line 20'::j! EQ -034 (1/74) Page 1 of two pages col e of two pages - Rec, t for Approval of Individual St r & Water Facilities Legal Description Comments Approved Disapproved Date App`Foval 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 tor, approval to De a true ano accurate representation of the subject sewer and water facilities and these facilities are operating satisfactorily. SIGNED EQ -034 (1/74) Date IVA O 0 O 6' (D O f$ fD m �A This hereby reviews my complete and full knowledge to the best of my ability relating: .factors of the dra..nag;e system at 6533 W. Dimond Blvd,, Anchorage, AK. My late husband, L;lden I. Maxwell showed me where the 1,000 ga.11on septic tank was located. This information was related to him by prior seller who obtained it from the original owner. I am enclosing; a drawing: to illustrate the lee ati.on , as well as this written description. The tank is Located outside back basement entrance door directly off the patio, It Is approximately 741 from the pumphouse and 69s to drainage .field.. One will view a pipe approximately 24." in height showing; location of large septic tank. Mr, John Chase, the original owner, believed in having equipment larger than a. normal. fami:l.,yss adequate needs, The furnace is 5509000 BTUwith a 1,000 gallon fuel tank, apa.in showing his philosophy of ha5-ing more than superior stanc'ard adequate units, The dr-_na.ge field is 691 from septic tank. The Seaview Heights Sub. is Travel. strata., thus lending to excellent drainage. The drainage field can also be viewed by iron post painted white about 61 (six foot) from fence line. Soil boring done by Tom Sexton in 1974 showed d.ra i.na.ge to be more than adequate. Reg,a.r.ding_ the well. It is located in pumphouse. A drain is present in the well house floor and it drains to the outside of the building; approximately 10 to 12 feet, It has functioned very a.dequa-te:l_y in the pest. Based on -these facts, I certify that there is a well, septic tank and drainage field which to the best of my knowledge has always functioned adequately. This information was proved to me by my late husband. My late husband, Elden 1, Maxwell resided at 6533 W. Dimond from 1966 until. mid 1973, 1 lived at the above mentioned r,dd.ress from 1968 until mid November, 1974 Pnd during these times, the well_, septic tank and drainage .field functioned properly, Dated. /�.7 Monica. (Maxwell.) Blaydo Subscribed and sworn to before me this ^_1day of - }r, 19` 4� Notary Public in and for the State of ��[ . Residing at