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HomeMy WebLinkAboutBEEDE BLK 1 LT 4 Municipality of Anchorage On -Site Water and Wastewater Section • (907) 343-7904 Page � of ON-SITE WASTEWATER INSPECTION REPORT Permit Number: O.5 �' 2® D 2 1 i� PID Number: p f 2 e 081 - 3 Dwelling: ® Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ® Upgrade Name 1 ho nnas Y, Ge,,rke ABSORPTION FIELD fZ Deep Trench ❑ Wide Trench ❑ Bed ❑ Mound Site Address Y d C� n yan Rd �1 neGjo r� At--, ❑ Other Php1ne NumberofBedrooms Soil Rating Total depth from original grade (90 E 3� — 3 9 `7-3 � y GPD/SF Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Ft. Gravel depth beneath pipe Ft. Subdivision Block Lot a2' -de p 6 Fill added above original grade Ft. Gravel length Ft. Township Range Section OZ " 2-. lai Gravel width 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 Ft2 Ft. Well b3' any N. A. N. A_ �>90i TANK ® Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer � r'eer Capacity ! 2.5� Gal. Surface Water �C� ji' too_, 4 Material H rJ P F Number of compartments Lot Line 7S' 7�� _.. _ NA Foundation�o ' 3S' _ _ LIFT STATION Manufacturer Capacity Remarks *Gal. $7"rfa ee fle,ct,- n 4,- er,&ee ��C duh Alarm location Electrical installed by -g4k Installer PIPE MATERIAL House to tankTank to 3Es3Y drainfield 03039 9g�� 1 A + 1-6 me _<er tit a °�' Drainfield CO/MT Inspector d Ptc,&re Q� (a h6p -r eC6 Svc BENCH MARK (Assumed elevation) p �, �j ft Inspection 15, dates: 10/1-Z f W 2^d Location and description ��iBP S� `� �i Pgcvt 1�tO/� 3 r 4m i 11�t f -NDr �j/y g�iel'l II/ t e La �j( ✓fit W 10 ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp � ra Conditional Approval: Date,a - CIO ' '?$tl C..' •"onsoaov000�oogOaoc O 00000') -� N1 a v .�fAoouo0 ;5zeSeptic •�uoU �t o r�Q _. System Approved Date o CCC -3589 `oS''' •o7.m000 6- Note: this approvdoes not include well permit requirements. (Rev 05/02/18) I' _ ......... PERMIT NO: OSP201216+ ---- ----- ---------------CANYON---'-.- -_---ROAD6 PID NO: 042-081-30 SWING TIES: FROM: COR. "A" COR. "B" COR. "C" TO: FDN. C.O. 5.5' 6.5' 23.5' S.T. M.H. 15.5' 14.5' 16.5' S.T. #2 20.0' 16.5' 1 DB. C.O. 22.0' 17.5' 10.5' SEASONAL CREEK AS PLOTTED BY — LAND SURVEYOR 0 EXISTING 38'L x 8'D SOIL ABSORPTION TR. HOUS DIRECTION OF SLOPE ... ... . . . ---- --------- F GROUND SURFAC DBL EXISTING C.O. FDN. C.O. NEW 1250- GALLON PLAN VIEW HDPE SEPTIC TANK SCALE: 1" = 30' FINAL GRADE— TBM - DOOR SILL ELEV. 99.3' ELEV. 100.0' F .41 *44 Ar Ar 0-0- DBL.0 * o S.T. #2 24" M.H. 49!H - C. C.O. -'RISER Of .;:; ji tO i THEODORE F. MOORE C E - 3589 oo 44 lll� AV 1&*� 40� TANK OUT 1250 GALLON TANK IN FDN. C.O. Pe re ssle INV. 93.3' HDPE' INV. 93.41 INV. 93.6' SEPTIC TANK LOT 4, BLOCK 1, BEEDE S/D SEPTIC TANK REPLACEMENT AS -BUILT PLAN AND PROFILE PROFILE VIEW SCALE: V = 30' FLATTOP TECHNICAL SERVICES DRAWN BY TFM NOT TO SCALE 14530 ECHO CANYON ROAD OCTOBER, 2020 ANCHORAGE, ALASKA 99516 REV. APRIL, 2021 3.0'x6.9' CANT .9' CAN T �9 HOUSE DETAIL Q C13 C.. 5a,o Scale: 1' = 30' ° 6�&-i' 13 . Th, Capy a� P�51©��Gz p rY ✓► FJep( by tiv sz4 r- v.�,o -- hev beep, 2,?,OQU . S ew I Lo t /0 10 7 �� t -At, ,e to a,,* `° �.' .� t►'ICc lc� �"� ..�C'A � �� �� m •Cris' rvr+� sic `� !7 OC_4Z4cL G%YhOrL('ICJ _,S Y /V / 2OZ./ V i Lot C) N f � LA's ELS Q CD r I `l LOT PLAN AS BUILT X SCALE —1" = 50' GRID SW J043 Project No. /� 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 ong A S g I f'1 C o (907) 522-6476 Phone (907) 522-4625 Fax )rofeSSlonal Land SurveyorS ken@langsurvey.com o ,q jonothan®langsurvey.com Q Q ierebY cer-fify that I have surveyed the following described property: O U} !- -Y LOT 4, BLOCK 1, BEEDE SUBDIVISION (PLAT No. 69--147) � iz .' 4 �_ — chorage Recording District, Alaska, and that the improvements situated thereon are Q /" 'hin the property lines and do not encroach onto the property adjacent thereto,; that O / Improvements on the property lying adjacent thereto encroach on the surveyed �-;0 KKNN H LANG •, e' )mtses and that there are no roadways, transmission lines or other visible sements on said property except as Indicated hereon. .LS -52x2. � ted this the _{' Day of _` ,L+�>:�;__—_, —, at Anchorage, Alaska QQQ��,poF fS51..... 1P is the responsibipty of the owner to determine the existence of any easements, venants, or restrictions which do not appear on the recorded -subdivision plat. AECC963 P CIl( nn'dpafity of Anchorage � �S ur I�i� P.O. Box 196650 0 4700 Elmore Road Anchorage, Alaska 99519-6650 © (907) 343-7904 0 Fax (907) 343-7997 http://www.muni.org/Onsite Development Services Division On -Site Water and Wastewater Program * * * * VARIANCE/WAIVER REVIEW * * * * Waiver#: OSV211020 COSA#: PID#: 042-081-30 Legal Description: BEEDE BLK 1 LT 4 Engineer: Flattop Technical Permit#: OSP201216 Your request for a waiver of the required 10 feet horizontal separation from the absorption field to the property line has been approved. The approved separation distance is 6.0 feet. In addition, the absorption field is approved to be located 3.5 feet to the foundation. The new tank is approved to be 3 feet to the field. This waiver approval applies to the existing absorption field and 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. ........................ 0 0 0 M 0 0 0 0 0 0 M M .. X. 2. 0 0 ... ■ ... 0 0 0 .. 0. t t 0 M 0 M 0 M 0 0 M M M M 0 t 0 0 M■, Waiver is Granted: X Waiver is not Granted: Date: Y % - I Approved by: LA 1 , '�_� Name of Revi **** VARIAN C E/WAIVER REVIEW **** FLATTOP TECHNICAL ER ICE CIVIL & ENVIRONMENTAL ENGINEERING * ENERGY CONSERVATION & ANALYSIS TED MOORE, P.E. PH./FAX: (907)345-1355 E -Mail: tgmoore@gci.net Deb Wockenfuss M.O.A. DSD P.O. Box 19-6650 Anchorage, AK 99519 Dear Ms. Wockenfuss: April 5, 2021 14530 ECHO CANYON ROAD ANCHORAGE, AK 99516 By means of this letter I am requesting issuance of separation distance waivers applicable to the wastewater disposal system on Lot 4, Block 1, Beede S/D. The requested waivers are as follows: (1) Septic tank to soil absorption trench = 3' (2) Soil absorption trench to property line = 7' (reaffirmation of previously issued waiver) (3) Soil absorption trench to building foundation = 3.5' On 2/18/21 you emailed to me several comments pertaining to the inspection report I had submitted for the replacement septic tank that was recently installed on this property, including the first of the above waivers. I will endeavor to address herein each of your comments (shown in bold, italics) in the order you listed them. 1. The permit number at the top of the IR is incorrect. I plead guilty as charged and have endeavored to copy the number correctly on the attached revised documents. Sorry. 2. In the Separation Distance table state the Well to Sewer Line distance. Done. As you can see from my plan view drawing, the distance is a little greater than 90'. 3. In the Separation distance table, list the horizontal distance. I'm not sure what you are referring to in this comment. However, even though the well and the absorption field were installed by others prior to this septic tank upgrade, I have noted the separation distances for each of them. 4. The Asbuilt Survey with contours submitted for separation justification is not to scale. I did receive a to -scale survey from Ken Lang. It does not have the contours shown. If a to -scale survey with contours is not provided I will put a note on it stating that it is not to scale. It looks to me as though Mr. Lang's survey with contours really is to scale, however the drawing appears to have been reduced prior to his emailing it to me, so that the scale he indicted on the drawing is no longer correct. To make it easier for your office to interpret I have enlarged Mr. Lang's contour drawing by 107%, which brings it back up very close to the indicated scale of 1" = 50'. 5. The tank appears to be less than S' from the trench. A waiver is required. See below. 6. On the plan view, show the location of the stream per the survey. Done. (1) Due to numerous severe constraints resulting from the proximity of the existing building foundation and property line, plus the depth of existing sewer line and the location of the existing trench, this replacement tank installation was as difficult from an engineering and installation perspective as any I have ever worked on. On paper there was enough room to comply with all of the constraints, but in the process of excavating the hole for the new septic tank to the necessary depth, the tank location crept a little further west than intended. Based on the plotted location of the absorption trench, the tank appears to be 3 feet from the east end of the trench. I did not observe any sewer gravel associated with the trench itself, and no backflow of septage from the trench into the tank excavation occurred. Now that the excavation has been completely backfilled, I do not think there is a potential for any adverse impacts associated with the present tank location. Thus, I am requesting that a waiver allowing 3 -foot separation be granted. (2) Based on the location of the monitor tube at the west end of the trench shown on the property survey, it appears that the trench is 7 feet from the property boundary on Ahtena Circle, which is less than the 10 -foot separation called for in the code. At the time the trench was installed back in 1984 a waiver allowing it to be as close as 1.0 feet from the lot line was approved by Keith Bandt. Thus, no additional waiver appears to be needed at this time. (3) Based on a plot of the theoretical orientation of the existing soil absorption trench in a straight line between the monitor tube at its west end and the original septic tank location, it appears that the trench probably comes within 3.5 feet of the SW corner of the building foundation. The 1984 inspection report reports a separation distance of 5.5 feet from the foundation, which is less than the 10 feet required at the time. In any case, the absorption trench has been in operation for more than 37 years without any reported adverse impact on the building structure, so it is unlikely problems related to its proximity to the foundation could manifest themselves in the future. During the installation of the septic tank, I had an opportunity to observe that the deep undisturbed soils in this area are a densely compacted somewhat silty gravel exhibiting good sidewall stability. With the trench fully filled with sewer gravel and covered with long -stabilized backfill material, the stability of the building foundation should not be threatened by its proximity to the trench. Thus, I am requesting that you issue a waiver allowing this existing trench to be approved at a distance of 3.5 feet from the existing building foundation. Please feel free to give me a call if you have any questions regarding this waiver request. Thank you, l Ted Moore, P.E. 3.0'x6.9' CANT "FUSE DETAIL Scale: 1 " = 30' 2.7'x5.9' CANT �-4.2'x20.5' CANT 2.0'x12.3' CANT Lot 3 -- N 87'51'18"E 259.89' STREAM — j Z 10' UTILITY o EASEMENT o tp WNW WOODEN FENCE WELL i STREAM_ � Lot 4• 40,065 S.F. �\A p,\� O, p 6! o S s. / 5 {—Mar m � —SEPTIC PIPES Lot 4 O SOLAR NG PANELS WALL 1 1.7'x 16.3' SHED r REi'AI WALL 7' 1'18"W 209-E WIRE FENCE Lot 5 10' UTILITY EASEMENTS T PLOT PLAN ___ AS BUILT _X_ SCALE _ 1=_= 50__ GRID _ SW 3043Project No. 20-6901R1____ Associates, � 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 Lan & A S S o c (a t e S inc. (907) 522-6476 Phone (907) 522-4625 Fax oo�ooOpOD4� Professional Land Surveyors ken0langsurvey.com jonathan®langsurvey.com I hereby certify that I have surveyed the following described property: LOT 4, BLOCK 1, BEEDE SUBDIVISION (PLAT No. 69-147) p?: 49TH Anchorage Recording District, Alaska, and that the improvements situated thereon are A' 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 Q premises and that there are no roadways, transmission lines or other visible '• KENNETH G. N o G easements on said property except as indicated hereon. Dated this the _11–f— Day of -...S-5202.-'SJo� � r ur----__--, _– �� at Anchorage, Alaska p4 Ao c� �QROFSSSIONAI. �6d It is the responsibility of the owner to determine the existence of any easements, 040SIONN- � covenants, or restrictions which do not appear on the recorded subdivision plat. AECC963 MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP201216 Work Type: SepticTank Upgrade Tax Code Number: 04208130000 Site Legal Address: BEEDE BLK 1 LT 4 G:3043 Site Mailing Address: 14400 CANYON RD, Anchorage Owner: BURKE THOMAS J & Design Engineer: FLATTOP TECHNICAL SERVICES This permit is for the construction of: Effective Date: Expiration Date Lot Size in Sq Ft: Total Bedrooms: 1,E. .�.' •ilii r, DCI);IrtIn ell t 7/24/2020 7/24/2021 40065 ❑ Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ 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: A new As -built survey is required to be submitted with the Record Drawing. At that time the surveyor will survey the drainage/creek and if the field is closer than 79' then a new waiver for field -to -creek will be required. Received By: Date: Issued By: Date: 4 r Development Services Department _ Phone. 907-343-7904 On -Site Water & Wastewater Section --- Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel 1. D. O °-I Z — &C, f` 3 ot55 Property owner(s) C "r"L' e- Day phone 6°-7) 'C'3f� j`7 7 r !f o ct _� f c ' Mailing address �c P_ r c•,x / Z 31 c 17 Site address Legal description (Sub'd., Block & Lot) t '� i3 /-' /,. b Legal description (Township, Range & Section) Lot Size Ye Sq. Ft. Number of Bedrooms APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑ Initial ❑ Single Family (SF) Q (w/wo ADU) Septic Tank AUpgrade ® Duplex (D) ❑ Holding Tank ❑ Renewal El Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ 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. (Sighature of prop6rty owner or authorized agent) Permit/Rush Fees- -7-5— Waiver Fees: Date of Payment: 6 /V / Date of Payment: Receipt Number: a 5 36 2� Cheel -' qO SReceipt Number: Permit No. 05p 2012.16 Waiver No. GADevelopment ServiceslBuilding Safety\On Site Water and Wastewater\Forms\Client FormsTermit Application.doc FLATTOP TECHNICAL SERVICES CIVIL & ENVIRONMENTAL ENGINEERING * ENERGY CONSERVATION & ANALYSIS TED MOORE, P.E. 14530 ECHO CANYON ROAD PH./FAX: (907)345-1355 ANCHORAGE, AK 99516 E -Mail: tgmoore@gci.net June 27, 2020 M.O.A. DSD P.O. Box 19-6650 Anchorage, AK 99519 Dear Sirs: The purpose of this letter is to provide the required design narrative in support of our application for a permit to replace the existing 1000 -gallon steel septic tank on Lot 4, Block 1, Beede S/D with a new 1250 -gallon Municipally approved polyethylene septic tank. A site plan and specifications are enclosed for your review. According to the as -built inspection report, the soil rating for the soil absorption trench is 125 sq. ft. per bedroom. The 38 -foot long soil absorption trench with an effective gravel depth of 8 feet has 608 sq. ft. of effective absorption area, which is significantly larger than required for a 4 -bedroom residence. However, even though the existing trench is larger than required for 4 bedrooms, the existing wastewater disposal system was originally approved for only 3 bedrooms because the existing septic tank size is 1000 gallons. The most recent Municipal appraisal shows that the home on this property actually has 4 bedrooms. To resolve this discrepancy, we are proposing to install a new 1250 -gallon septic tank. After the installation is complete the entire wastewater disposal system will be appropriately sized for 4 bedrooms. As can be seen from the site plan, with careful placement the new 1250 gallon poly tank will be in compliance with required separation criteria from both the existing well and property lines. Thus, there should be no anticipated adverse impacts on adjacent properties. Please feel free to give me a call if you have any questions on this submittal. My current cell phone # is (907) 244-1358 Thank you, J� X71 � Ted Moore, P.E. Cc: Thomas J. Burke Ricky H. A. DeRaat P.O. Box 112310 Anchorage, AK 99511 Flattop TechnicalServkes 14530 Echo Canyon q?p4 Anchorage, 42C 99516 'hone (907) 345-1355 Lot 4, Block 1, Beede S/D Septic Tank Replacement Specifications 1.0 General: 1.1 The scope of the project consists of properly decommissioning an existing 1000 -gallon steel septic tank and replacing it with a new approved 1250 -gallon polyethylene septic tank located as shown on the site plan. 1.2 Construction shall be as depicted on the approved site plan.. Minor deviations from the drawing may be allowed or required by the engineer conducting the inspections. All construction procedures and material specifications shall conform to Municipal and State requirements. 1.3 The installer shall be responsible to obtain any necessary utility locates, and to work around any buried utilities. 1.4 The installer shall provide adequate cover material and rough grading over the tank to ensure that proper drainage is achieved after settlement and that there are no residual depressions. 1.5 All new waste lines and cleanout risers shall be manufactured of ASTM D-3034 pipe. 1.6 The homeowner shall be responsible for finish grading after the soil is compacted, as well as replacement of the pavers and/or topsoil and seeding in all areas disturbed by the construction. 2.0 Septic Tank: 2.1 The existing 1000 -gallon steel septic tank shall be properly decommissioned by thoroughly pumping, removing the top and backfilling with soil. 2.2 The new 1250 -gallon polyethylene, 2 compartment septic tank shall be a Municipally approved septic tank as supplied by Greer. The base of the tank shall be placed on undisturbed soil and leveled with D 1 gravel. The elevation of the tank top will be between 5 and 6 feet below finish grade. Dl gravel shall also be used to carefully backfill around the tank. The upstream compartment shall be equipped with a 24 inch diameter insulated ABS access riser and lid. The downstream compartment shall be equipped with a waterproof manhole cover and a 4" diameter ASTM D-3034 riser. 2.3 Double cleanouts shall be installed in the ASTM D-3034 waste lines both upstream and downstream of the tank, located on undisturbed soil within approximately 5 feet of the tank. 3.0 Inspections: 3.1 A total of 3 engineering inspections will be required during the course of the project: (1) initial meeting with the contractor to discuss the location of the tank and construction procedures, (2) after the tank is set level and piping connected but prior to backfill, and (3) after rough backfill and grading is complete. The installer shall coordinate the timing of the inspections with the engineer sufficiently far in advance to ensure the availability of the engineer. LOT 3, BLOCK 2 HOCKER S/D SEPTIC AREA ------------ -------- -------- --------- --CANYON ------------------------------------------------------- .-.---- LOT 4, BLOCK 1 LOT 313, BLK 1 BEEDE SID R=100' BEEDE S/D G� (VACANT) ; p�P.. NO WELL OR > SAPS WELL SEPTIC IN `,. THIS AREA DRIVEWAY �y EXISTING 38' L x 8' D ---------------------- SOIL IL ABSORPT_ IONTR.�' HOUSE ti's INSTALL NEW 1250 -GALLON --- INSTALL DBL. C.O. FF) IL DECOMMISSION EXISTING A�\ LOT 8, BLK 1 1000 -GALLON BEEDE S/D w i POLY SEPTIC SEPTIC TANK (VACANT) U ' TANK R=100' U z HOUSE WELL Lu z; LOT 5, BLOCK 1 BEEDE S/D Ar)Fdr4sS** *.4, ,1 SEPTIC ff �Q; AREA i /*' 49 TH • i *'� •.• ••••••••••••••••••••• / i I / THEODORE F. MOORE : I- CE -3589 CE -3589 e'• mac% ,,14' pjofeSsio��1  MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street - Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT N A M E ....~;;-'~ t,3~--~."N_~ ~ ~ MAILING ~DD~ESS LEGAL DESCRIPTION ~ DISTANCE TO: ]Well ' I ~ ~ Manufacturer &__ ~, ~ ~ Material ~**~ No. of compartments ~ ~ Liq, capacity in gallons Inside length Width L~quid depth 0o0 IF HOMEMADE:  ~ Well Dwelling PERMIT NO. DISTANCE TO: in..,,on ~ Well ~ Foundation ~ . ~ [ Nearest lot line / ~ PERMIT NO. Ii H~S ; ~ ~ ~ No, of lines I Length of each line Total le~t~ Tre~b width Distance between lines ~ ~ Top of tile to finish grade ~ Material bede th ~ile ,, Total Q ]~ ~?+ IV ~ ~ -- O inches Length Width Depth PERMIT NO, ~ ~ Type of crib Crib diameter Crib depth Total effective absorption area m Well Building foundation Nearest lot line m DISTANCE TO: ,~ Class~,. ~'~ Depth [O~/ Driller I&~ Distance to lot lin~s, PERMITNO. ~ DISTANCE TO: ~uild,n~ foundat~ So.er I,ne OTHER PIPE MATERIALS ~1 [~E~T=RATI ~" INSTALLER _~ .~ ~' APPROVED .DATE LEGAL ~ ~ ~ i ~~ " .~ r~UNICI! ~LIT~' £1F 8N~H~ RA(~E DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L STREET.. ANCHORAGE, 8K 99501 2~4-4720 ON--z_~ I TE SE&qER ,~: &~IELL PERM I T PERMIT NO' DATE I APF'L I CANT' ADDRESS · CONTACT PHONE' 05/25/84 STEPHEN J FISCHER 47~0 MILLS DRIVE ANCHORAGE, AK 99508 ~49-2526 LEGAL DESCRIP' LOT SIZE: MAX BEDROOMS' SUBDIVISION: BEEDE SECTION: ~l TOWNSHIP: i2N 40065 (SQ. FT. OR ACRES> LOT' 4 RANGE' 2W BLOCK' NR LISTED BELOW ARE THE OPTIONS AVAILABLi TO YOU IN ~.ESIGNING YOUR SEPTIC SYSTEM. CHOOSE THE OPTION THAT BEST FITS ~R SITE. DEPTH'TO PIPE BOTTOM (FT.) GRAVEL DEPTH (FT.) TOTAL DEPTH (FT. ) GRAVEL WIDTH (FT. ) GRAVEL LENGTH (FT.> GRAVEL VOLUME (CU. YDS. ) TANK SIZE (GALS> SOIL RATING (SQ. FT.?AR> T~:E[-~C-H BED t4. ~-,~:8 I ~ 4.0 4.0 4.0 4.0 0.5 _?...5 8.0 4.5 7.5 2.5 17.0 5.0 47. 0 _~4. 0 41. 0 i9. 5 21. 4 ~0. _.?. i.. 000. 0 ** i.. 000. 0 ** l, 000. 0 ** 125 i25 i25 ** TANK MUST HAVE AT LEAST TWO COMPARTMENTS I CERTIFY THAT' 1. I AM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS AS SET FORTH BY THE MUNICIPALITY OF ANCHORAGE (MOA) AND THE STATE OF ALASKA. 2. I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH ALL MOA CODES AND REGULATIONS, AND IN COMPLIANCE WITH THE DESIGN CRITERIA OF THIS PERMIT. ~. I WILL ADHERE TO ALL MOA AND STATE OF ALASKAREQUtREMENTS FOR THE SET BACK DISTANCES FROM ANY E×ISTING WELL, WASTEWATER DISPOSAL SYSTEM OR PUBLIC SEWERAGE SYSTEM ON THIS OR ANY ADJACENT OR NEARBY LOT. 4. I UNDERSTAND THAT THIS PERMIT IS VALID FOR A MAXIMUM OF ~ BEDROOMS AND ANY ENLARGEMENT WILL REQUIRE AN ADDITIONAL PERMIT. IF A LIFT STATION IS INSTALLED IN AN AREA COVERED BY MOA BUILDING CODES, THEN (i> AN ELECTRICAL PERMIT AND INSPECTION MUST BE OBTAINED~ (~) AS-BUILTS WILL NOT BE APPROVED WITHOUT AN ELECTRICAL INSPECTION REPORT~ AND (~) THE ELECTRICAL ~ ~A LICENSED SIGNED ~ APPLICANT' STEPHEN J FISCHER ISSUED BY ~ ~ ELECTRICIAN. DATE' PERMIT NO. ~-ILI[-~ I ,]: I '-'"AL Z T"T" i--iF R[-~C:F "'F:R,]E ") , / 82._, '"1_" STREET, flNC:HORflSE. AK. 995E~ ~ ~ 264-4728 ( 8~:048~ ) APPL. ICRNT LOCATION LEGAL PYRAMID EXCAVATORS L4 BEEDE PO BOX 4'-348 99509 LOT SIZE 56i-2484 999999 SQUARE FEET TYPE OF SOIL AE:SORF'TION SYSTEM IS: TRENCH MAXIMUM NUHBER OF BEDROOMS SOIL RATING (SQ FT?BR)= i25 ]'HE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS: [:,EF'TH=.=. '-' LE[-ILSTH= 47 1_3 F-: R %-' E L [:,EF'TH= 4 ]'HE LENGTH DIMENSION IS THE LENGTH (IN FEET;) OF THE TRENCH ER [:,RAINFIEL[:,. THE [:,EPTH OF R TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF' THE GROUND AND THE BOTTOM OF THE EXCAVATION (IN FEET). THERE IS NO '.'";ET WIDTH FOR TRENCHES. THE ,~RH,,,EL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE FIND THE BOTTOM OF THE E,'-.::CAVATION ,.'.'IN FEET). F'ERMIT FIF'F'LICFINT HFIS THE F..E_,FON..-,IE, ILIT'.r' TO INF_IF..M THIS DEF'RRTMENT [:,LIRING THE INSTFILLATION INSF'EF:TIANg .... OF ANY WELLS A[:,JRCENT TO THIS FR_FERT.r' 'A ' · , "AN[) THE NUMBER OF RESIDENCES THAT THE WELL WILL SERVE. TL-ffE, (2) Z [-~$F'EE:TIC~F~--c, RF:E ~:EL]!I_IZ E:E[:. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION FIND FIPPROVRL BY THIS DEPARTMENT WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCE BETWEEN FI WELL AND FINY ON-SITE SEWAGE DISF'OSAL SYSTEM IS ±00 FEET FOR R PRIVFITE WELL OR ±50 TO 200 FEET FROM A PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC: WELL MINIMUM DISTANCE FROM R PRIVATE WELL TO A PRIVATE SEWER LINE IS 25 FEET FIND TO FI COMMUNITY SEWER LINE IS 75 FEET. WELL. LOGS ARE REQUIRED AND MUST BE RETURNED TO THE DEPARTMENT WITHIN ~0 DAYS OF THE WELL COMPLETION. OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AVAILFIBLE TO INSURE PROPER INSTALLATION. F" [:2 ~: ~-1 I -r E ::-:: F" I F-.' E '_=. [:. E C: E r-1 E: E F-_" 3:1 .. :1 La E: ]:.': I CERTIFY THAT t: I AM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS FIND HELLS FI'_:, SET FORTH BY THE MUNICIPALITY OF ANCHORAGE. 2: I WILL INSTFILL THE SYSTEM IN FICCORDBNCE WITH THE CO[:,ES. _-'.':: t UNDERSTAN[:, THAT THE ON-SITE SEWER S"r'STEM MAb' REL.'.!UIRE ENLFIRGEMENT IF THE RESIDENCE IS REMODELED TO INCLUDE MORE THFIN 3: BE[:'ROOMS. __, I tjI'.,IE[., ' __ RPPL I CANT F'b'RRM I D EXCAVATORS ISSUED E"r':',' __ __32 ~-. --. [:'ATE--~---!~2.....'~'-~_~- V4. 0 [] SOILS LOG PERFORMED FOR: LEGAL DESCRIPTION: 1 2 3 4 5 6 7 8 9 10 11 12 13 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST DATE PERFORMED: [] PERCOLATION TEST 16 17 18 1-9 2O SLOPE O P E IF YES, AT WHAT DEPTH? SITE PLAN Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE (minutes/inch) TEST RUN BETWEEN FT AND ~ FT COMMENTS PERFORMED BY: CERTIFIED BY: DATE: 72-008 (6/79) 0',9 "~,b61 SOILS LOG · t'I:I?C()I_AJION lliS]' , t 2 3 5 6 7 SLOPE SITE PLAN Io 11 12 13 14 15 16 17 18 19 20 . JO, ,~ E. SW,~NSON; 1834-E ,.,~ l£Sl f;:'Jt,; (~[T,','[[N ..... t T /,t,'D ........ FT t Z.' ".' [ ;,;TS .............................................. WELL LOG Date Drilled~ Stat Water Level feet Draw Down feet Cteve Fischer 60 Mills Dr. 99508 Lot 4 Blk. 1 Beede $~bd. Gallons Per Minute /15 ~ Total Feet of Uasing , 36 /) Ty~e Material Drilled: 0 feet to 20 Sand, ~ravel to 26 Gravel at 1~ Zp~ (w~ter) to 35 Clav,zravel to 109 Bedrock Fracture Zone between q5-109 feet, oroducin~ water. to Hefty Drilling S.R.A. Box 1553 Anchorage ,Alaska 99507 MUNICIPALITY OF ANCHORAI~J~ D/:~. uF HEALTH & ENVIRONMENTAL PROTECT'ION RECE!V_ED LOT 4 BI~OC..K I BE. BOB -$LJBb -1 I LOT .4 IB,O..GCK. ! EBBBOE. _~.U~ _b_ As-built Certificate: I hereby certify that I.have surveyed the fqllowlng..desr. aha ~na~ no encroac~nts exist except a~ indicated. Exclusion Note: It is the responsibility of the owner to determine the existence of any easements, covenants, or re- strictions which do not appear on the recorded sub- division plat, Under no circumstances should any data hereon be used for construction or for estab- lishing boundary or fence lines, MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION DIVISION OF ENVIRONMENTAL HEALTH CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY 264-4720 1, GENERAL INFORMATION Application Date (a) Legal Description (include lot, block, subdivision section, township, range) Location (address or directions) l~ (b) Applicant Name ,.~'f'6~~t6;L~ ~'.~c.¢~.-1~ Telephone: Home '~¢I~S'::~'~) Business Applicant Address 143ol (c) Applicant is (check one): Lending tuTU nstitution D ;~bu:lder ~; Buyer D ' Other D (explain); ~-T', (d) Lendinglnstitution A~-- d,g.A-1L"l~.~,dTelephone Address (e) Real Estate Company and Agent · Address Telephone (f) Mail the HAA to the following address: TYPE OF RESIDENCE Single-Family ¢q' Multi-Family [] Number of Bedrooms '.~ Other 3. WATER SUPPLY Individual Well [~ Community [] Public [] · Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 4. SEWAGE DISPOSAL Onsite [~ Public [] Community [] Holding Tank [] Note: If community well system, must have written confirmation from the State Department of Environment.~l Conservation attesting to the legality and status. -. Page 1 of 2 72-025 (11/84) 5 ::.',ENGINEERING FIRM PROVIDING ,¢ISPECTIONS,.TESTS, FILE SEARCH, DA1 ~ AND INFORMATION As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval shows that the on-site water supply and/or wastewater disposal system is 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 in compliance with all Municipal and State codes, ordinances", and regulations in effect on the date of this ins~p,C, ion. Name of Firm Address Date Engineer's Seal ........ '.~ Approved fo~(~.~ bedrooms b~/ Approved ~ DisapprJJO ConOitiona¢ Terms of Conditional Approval CAUTION .The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska, The DHEP does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements, Employees of DHEP do not conduct inspections or analyze data before a certificate is issued, The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work, · .Page 2 of 2 72-025 (11/84) WELL DATA MUNICIPALITY OF ANCHORAGE (MOA) MUNICIPAUTY OF A~ AUTHORITY APPROVAL (HAA) DEPT. OF HEALTH & CHECKLIST- FEBRUARY lg84 JUL '1. RECEIVED MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH & ENVIRONMENTAL PROTECTION 264-4720 LegalDescription: ~ ~1' ,~{F~,~E~V~!~ Well Classification ~'~,,l~,v'Z3~'~ If A, B, C,.D.E.C, Approved (Y/N) Well Log Present(~/N) ~ Date Completed ~ _ Yield Total Depth I 0 e~ ~ ~ C~ I Cased to Depth of Grouting Static Water Level Casing Height Above Ground Electrical Wiring in Condui (Yt~) Separation Distances from Well: To Septic/Holding Tank on Lot Pump Set At IO~ I Sanitary Seal on Casing~¥N) ~r~-s Depression Around Wellhea~ .~.~ ~'~: ::: ; On Adjoining Lots. To Nearest Edge of Absorption Field on Lot [~)"'J ! ; On Adjoining Lots To Nearest PdblicI Sewer Line ~/~ To Nearest PDblic Sewer Cleanout/Manhole ~ ?'~ ¢-~ To Nearest,, Sewer Service Line on Water Sample Collected by _ ; Date ~ B~OLDING TANK DATA Date Installed ~~ Size ~No. of Compa~ments ~ Standpipe~N) Air-tight Caps~N) Foundation Cleanou~) Depression over Tank (Y~ ~ · Date Last Pumped Pumping/Maintenance Contract on File (Y/N) . ~/~ '- ;for Holding Tank High-Water Alarm (Y/N) ~/~, Temporary Holding Tank Permit ~N) Separation Distances fro~Holdiqg Tank: ~/' ~ To Building Foundation To Water-Supply Well -'~ .: To Disposal Field To Stream, Pond, Lake, or Major Drainage To Property Line To Water Main/Service Line Course ! ~ Comments Page 1 of 2 72-026(11/84) C. ABSORPTION FIELD DATA Soils Rating in Absorptior~ Strat~ I~-.*~' Date Installed "t~ / [~"~/~)4 Width of Field "~,'~ ' Square Feet of Absorption Area Depression over Field (Y(~ Results of Last Adequacy Test Type of System Desitin Length of Field Depth of Field ~1~ ~)~I1 I Gravel Bed Thickness ~--'~ Standpipes Presently)N) C~..A,~ ~. ~.,~ Date of Last Adequacy Test Separation Distance from Absorption Field: ~1/5 To Water-Supply Well lO"J I Z To Property Line To Building Foundation ~ .~ I · To Existing or Abandoned System on Lot ~./1¢~ ;On Adjoining Lots To Water Main/Service Line ~"3/~I~, To Cutbank (if present) To Stream/Pond/Lake/or Major Drainage Cou'rse ~[ ( To Driveway, Parking Area, or Vehicle Storage Area ~.~:) I D. LIFT STATION Date Installed Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for Electrical Codes (Y/N) Dimensions Manhole/Access (Y/N) "Pump Off" Level at Vent iY/N) Pumping Cycles during Adequacy Test. Meets MOA Comments ** Check Permitted Bedroom Rating Against HAA Request ** I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection. Signed Date Company MOA No. Receipt NO. ~ ~ ~, Date of Payment ~')~ MUNICIPALITY OF ANCHORAGE DIVISION OF ENVIRONMENTAL HEALTH DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION APPLICATION FOR HEALTH AUTHORITY APPROVAL CERTIFICATE 1. General Information (a) Legal Description (include lot, block, subdivision, Application Date ~ .~ I - # section, township, range) Location (address~ or directions) 'Name?-~-~-~'n_~ ' ~'~'~-,.~r,:_,~.-~,_.-'~'¢-- Telephone - Home Business (b) Applicants Applicants Address (c) Applicant is (check one) Lending Institution ~-~ ; Owner/builder.~; Buyer ~--~ ; Other ~ (explain); (d) Lending Institution ~ Telephone Address (e) Real,Estate Co. & Agent ~ /~ , Address (f) Telephone Mail the HAA to the roi.lowing 2. Type of Residence Single-Family.~, Number of Bedrooms Multi-Family ~--~ Other (describe) 3. Water Supply Individual Well/~ Community ~-~ Public ~ Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 4. Sewage D, isposa! Onsite~ Public ~-~ Community ~-~ Holding Tank ~-~ Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. [Page 1 of 2] En$ineerin$ Firm Providin$ Inspections~ Tests; File Search~ Data and Information As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval shows that the on-site water supply and/or wastewater disposal system is 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 in ~nicipai and state codes, tie--act on the~a--~--~s ~-~p~tion~ ~--=~ ~!~_-~_~,~c~_ ~-~_ .~'~ Telephone Name of Firm Address (~:~ (ENGINEER SEAL) DHEP Approval Approved for~--ff¢/ bedrooms Approved ./ Disapproved Conditional Terms of Conditional Approval CA~TION THE MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENvIRONMENTAL PROTECTION (DHEP) ISSUES HEALTH AUTHORITY APPROVAL CERTIFICATES BASED SOLELY UPON THE REPRESENT- ATIONS GIVEN IN PARAGRAPH 5 ABOVE BY AN INDEPENDENT PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF ALASKA. THE DHEP DOES THIS AS A COURTESY TO PURCHASERS OF HOMES AND THEIR LENDING INSTITUTIONS IN ORDER TO SATISFY CERTAIN FEDERAL AND STATE REQUIRE- MENTS. EMPLOYEES OF DHEP DO NOT CONDUCT INSPECTIONS OR ANALYZE DATA BEFORE A CERTIFICATE IS ISSUED. THE MUNICIPALITY OF ANCHORAGE IS NOT RESPONSIBLE FOR ERRORS OR OMISSIONS IN THE PROFESSIONAL ENGINEER'S WORK. (DHEP SEAL) RR4/e~/D18 [Page 2 of 2] 7 -19-84 ae Bo HEALTH &. [::['.~V h<ONMENTAL PRC T[CTION MUNICIPALITY OF ANCHORAGE (MOA) HEALTH AUTHORITY APPROVAL (HAA) CHECKLIST - FEBRUARY 1984 NOV 2 0 ECEIV Q Well Classification ~lZ Log ~e~nt ~/N) Legal Description: .~T ~ ~ ~ ']'~-"c6~ If A, B, c~ C, D.E.C. App.=oved(Y/N) Total Depth , ~d~ ~ t ~_=~,sed tO Static Water Leve~~/~z-/-01 Casing Height Above G~ound Elect=ica1 Wiring in Conduit ~/N) Sepa=ation Distances fT~n Well: Pump Set At To Septic/Holding Tank on Lot ~ ] To Nea=est Edge of Absorption Field on Lot Depth of G=outing Sanitary Seal on Casing ~) Dep=ession A~ound Wellhead ~ , On Adjoining Lots ~O~ ~ ; On Adjoining Lots To Nearest Public Sewe= Line Cleanout/Manhole ~/~ Water Sample Collected By Wate= Sample Test Results Cc~l~nts ~i~~ To Nearest Public Sewer / To Nearest Sewe= Service Line on Lot ~/~ SEPTIC/HOLDING TANK DATA ~ooo Depression ove= Tank (Y~ Date Last Pumped Pumping/Maintenance Contract on File (.y/N) ; fo= No. of Ccmpartmsnts Foundation Cleanout ~/N) Holding Tank High-Wa.ter Alarm (Y/N) ~./~ Temporary Holdin~ Tank Permit Sep~ation Distan~s ~ ~ic~olding Ta~: ~ ~ '~~ ~o ~ilding F~ndati~ To Wate=-Supply ~11 ~'' ~'~ ~To Dis~al Field To ~ty Li~ To ~ter ~in/~=vi~ Li~ Co~ ~ I O ~ I To Stzeam, Pond, Lake, c~ Major D~ainage [Page 1 of 2] 2-15-84 C. ABSORPTION FIELD [I%TA Soils Rating in Absorl~tion Strata Date Installed '~/I ~/~::>4- ~ Width of Field '~- { Square Feet of Absc~ption A=ea ~C)~ Dep=ession ove= Field .(.Y~ Date of Last Adequacy Test Results of Last Adequacy Test Separation Distance f~cm Absorption Field: To Water-Supply Well ~C~ ~ To P=operty Line {O' Type of System Design~)~? Length of Field ~ ~! Depth of Field ~ 7 ~ ' Gra~sl Bed Thickness standpipes Present To Building Foundation Lot ~/~ ; On Adjoining Lots ~ 40¢ To water MaiJService Line ~/~ To Cutbank(if ~esent) To Stream/Pond/Lake/c~ Major D=ainage Course -~ ~ To D~iveway, Parking A=ea, c~ Vehicle Stc~age A=ea ~_(.D~ To Existing or Abandoned System cn D. LIFT STATION Date Installed Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for Elect=ical Codes(Y/N) Dimensions Manhole/Access (Y/N) "Pump Off" Level at Vent (Y/N) Pumping Cycles du~ing Adequacy Test. Msets MOA Comments ** Check Pem~itted Bedroom Rating AGainst HAA Raquest I certify that I have checked, verified, or confc~med to all MOA HAA Guidelines in effect on the date of this inspection .... .... ': ...... :~: ~.., S igned Date -."', ~-i" - Company MOA No. ~~_ ~ ~ .' o :" '" ~-~.~-~'. CE-~816 o %... ....' [Page 2 of 2] 2-15-84 DEPT. OF ENVIRONMENTAL CONSERVATION ANCHORAGE/WESTERN DISTRICT OFFICE 437 "E" STREET, SUITE 200 ANCHORAGE, ALASKA 99501 October 3, 1984 BILL SHEFFIELD, GOVEi~OR 274-2533 Mr. Edward S. Mack, P.E. Tectronics Inc. P.O. Box 4-2265 Anchorage, Alaska 99509 Subject: Lot 4, Block 1, Beede Subdivision, Horizontal Separation Waiver between Well and Septic Tank and Soil Absorption System and Creek (8521-WA-043) Dear Mr. Mack: The Department has reviewed the subject waiver request and hereby waives the horizontal separation between the well and septic tank to 97 feet on the subject property for a 3 bedroom single family residence only. Also, the Department waives the separation distance between the soil absorption system to the creek to 79 feet. Sincerely, Environmental Engineer BEE/msm