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Home My WebLink AboutBEAR VALLEY BLK 2 LT 1Onsite File Bear Valley Block 2 Lot 1 #020-431-14 (Rev 05/02/18) Municipality of Anchorage On-Site Water and Wastewater Section • (907) 343-7904 Page of ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP211281 PID Number: 020-431-14 Dwelling: ® Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ® Upgrade Name DEBORAH GEESEMAN ABSORPTION FIELD - EXISTING ❑ Deep Trench ❑ Wide Trench ❑ Bed ❑ Mound Site Address 9341 HONEY BEAR LANE, ANCHORAGE ❑ Other Phone Number of Bedrooms Soil Rating depth from original grade 3 GPD/SF JTotal Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Ft. Gravel depth beneath pipe Ft. Subdivision Block Lot BEAR VALLEY 2 1 Fill added above original grade Ft. Gravel length Ft. Township Range Section Gravel width Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area 2 Number of trenches Dist. between trenches From Tank Field Tank Line Ft Ft. Well 100'+ __ 25'+ TANK ® Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer GREER Capacity 1000 Gal. Surface Water 100'+ -- Material HDPE Number of compartments 2 Lot Line 5'+ __ NA Foundation 10'+ __ LIFT STATION Manufacturer Capacity Gal. Remarks Alarm location Electrical installed by PIPE MATERIAL House to tank 3034 drainfield Tank to 3034 Installer � RS Drainfield CO/MT 3034 Inspector FWCS BENCH MARK (Assumed elevation) 100 ft Inspection1s` 10/1/2021 nd 10/4/2021 Location and description dates:2 3rd 4'h BOTTOM OF SIDING ON-SITE WATER AND WASTEWATER SECTION APPROVAL �'ft k Conditional Approval: DateTH •!� • .....:� ' • •' "" • ": .. '. • Curtis Huffman Septic System......... Systemr Aprove - ,/ r� ( 1f� �� ` �c��,/•, CE 128991 ��s% Date '�l�c�• . 10/5/202J. •�yC� �1 FOPROFESS O . Note: this approval does not include well permit requirements. (Rev 05/02/18) PID: 020-431-14 PERMIT: OSP211281 CA 0 0 0 A—C=21.8' B—C=13,4' A—D=26.3' B—D=18,0' A—E=28.2' B—E=20.3' MT EXISTING FIELD (MT & CO) MAINTAINED 5'+ TO FIELD STAKED 100' WELL RADIUS --- PRIOR TO CONST. DECOMMISSIONED EXISTING S.T. & INSTALLED NEW 1000—GAL HDPE SEPTIC TANK 10' TO FOUND, 5' TO DECK SUPPORTS WITH DCO. XE LOT 1 BLK 2 SEPTIC SECTION SCALEi NTS BEAR VALLEY BLOCK 2, LOT 1 PREPARED FOR: DEBORAH GEESEMAN 9341 HONEY BEAR LANE ANCHORAGE, AK 99516 FIRST WATER CONSULTING 13030 SUES WAY ANCHORAGE, AK 99516 907-350-9566 FirstWaterAK©gmail.com SUPPORT SERVICE C • DATE: 10/5/2021 SURVEY: JLS DRAWN: FWCS SCALE: 1 " = 20' PAGE: 1 OF 1 N LOT 1 BLK 2 SEPTIC SECTION SCALEi NTS BEAR VALLEY BLOCK 2, LOT 1 PREPARED FOR: DEBORAH GEESEMAN 9341 HONEY BEAR LANE ANCHORAGE, AK 99516 FIRST WATER CONSULTING 13030 SUES WAY ANCHORAGE, AK 99516 907-350-9566 FirstWaterAK©gmail.com SUPPORT SERVICE C • DATE: 10/5/2021 SURVEY: JLS DRAWN: FWCS SCALE: 1 " = 20' PAGE: 1 OF 1 0 N/ of AZ4 CJ TH rtis Huffman CE 128991 10/5/2021 ,� oPvssiovl ' O O 0 co if N00`14'52"W N00`14'52"W 10' UTILITY ESMT 330.00' 330.00' O 30' ( 30' coa) � b o a� Q) M W y0 yr � O r� a° LL� a at � � H ti _ i S o0 z7 w d aGi rz M _ O S M .� 0. I w .,; o •d `� .�r�, O N Al 3 00 z m � AMW :jo fa II it� o o ® ® fir:• m JW On g, i g 0 O Ir! N K3H H ®� ro �- Li z � Q a °o o A 3c�Do p �Z C� `�-�' w W Cn -0 o o�v GO } C, O W LO 0 a> o 'n O O � Z C o° 22r m =5 N Q1 3 Z 00 0 o m it z d Z W O a L) T M ce �c W it F~ CL w W Y -a 3 N P 330.00' O 30' ( 30' coa) � b o a� Q) M W y0 yr � O r� a° LL� a at � � H ti _ i S o0 z7 w d aGi C O S M .� 0. I w .,; o •d `� .�r�, O N Al 3 00 z m N AMW :jo fa II it� o o ® ® fir:• m w: :�� °F On g, i g � b a _ z7 w d aGi t O S M .� 0. I w .,; o •d `� .�r�, O N Al 3 m J m N r7 U 3 a E o• o o =m y g, i g 0 .O w Ir! N K3H H ®� oo� a o � p o° z� w a °o o A 3c�Do p N ops `�-�' p p ..O a5 -0 o R1 a C, a> o 'n O O p ..� n p ti c o¢ Z C o° 22r m =5 N Z �u�J:3 it Z W O a L) T o ce �c W it cn P. 40, 'd W Y -a 3 N MUNICIPALITY OF ANCHORAGE On-site Water & Wastewater Program r I PO Box 196650 4700 Elmore Road p' Anchorage, Alaska 99519.5650 Mona: {90T) 343-7904 Fax; (907)343-7997 ' httpalmvw.muni.vrgl9nsite F.Irmcinelir 9kcHunncs On -Site Wastewater Disposal System Permit Permit Humber: OSP211281 Effective Date: 711512021 Work Type: $epticTank Upgrade Expiration Date: 7/1512022 Tax Code Number: 02043114000 Site Legal Address: SEAR VALLEY BLIC 2 LT 1 G_3242 Site Mailing Address: 9341 HONEY BEAR LN, Anchorage Owner; GEESEMAN DEBORAH B Lot Size in Sq Ft: 52800 Design Engineer: FIRST WATER CONSULTING Total Bedrooms: 3 This permit is for the construction of: ❑ Disposal Field D Septic Tank ❑ Holding Tank ❑ Privy Il 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 15.55. Provide notification by calling (967) 343-7904 (2417). 4- From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Received By Issued By: Date: Date: 7/1512021 MUNICIPALITY F ANCHORAGE 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. 020-431-14 Property owner(s) DEBORAH GEESEMAN Day phone Mailina address 1515 TUDOR ROAD SUITE 3, ANCHORAGE, AK 99507 Site address 9341 HONEY BEAAR LANE, ANCHORAGE, AK 99516 Legal description (Sub'd., Block & Lot) _7 ear Legal description (Township, Range & Section) Lot Size 52,800 Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑ Initial ❑ Single Family (SF) El (w/wo ADU) Septic Tank 0 Upgrade Z Duplex ElHolding (D) Tank ❑ Renewal ❑ 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. (Signature of property owner or authorized agent) Permit/Rush Fees: X22 Date of Payment: 7�IIzA2 I Receipt Number: 312 1 2 L-1 Permit No. 0513-2-1 l 2S � Waiver Fees: Date of Payment: Receipt Number: Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc 13030 Sues Way, Anchorage, AK 99516 907-350-9566 / firstwaterAK@gmail.com July 7, 2021 Municipalities of Anchorage On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 RE: SEPTIC TANK UPGRADE PERMIT LEGAL: BEAR VALLEY BLOCK 2, LOT 1 The owner has requested that we obtain a septic permit to upgrade the existing aged steel septic tank on the above referenced lot. We propose to install a 1000-gallon HDPE tank per the attached design to serve the existing 3-bedroom residence. The lot and area are served by private wells. The design will not impact any of the neighboring properties. Please contact us if you have any questions. Sincerely, Curtis Huffman, P.E. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211281, Deb Wockenfuss, 07/15/21 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211281, Deb Wockenfuss, 07/15/21 10' UTILITY ESI N 89'45" a8"E 1 b U. UU- L4 0 HONEY BEAR LANE 0 V ANCHORAGE RECORDING DISTRICT, ALASKA AS -BUILT OF: BEAR. VALLEY SUBDIVISION LOT 1 BLOCK 2 PLAT 76-209 SURVEY CERTIFICATE: I, John L. Schuller, Have conducted a physical survey of this property as shown on this drawing and that the improvements situated hereon are within the property lines and no enchroachments exist other than noted. Under no circumstance should any information on this drawing be used for construction of fences, structures, improvements, or for establishing boundary lines. EXCLUSION NOTES: It is the owners responsibility to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. WORK ORDER NUMBER: DATE: SCAM E-MAIL JULY 4, 2021 1 "=40' schuller®ak.net 21-094 DRAWN BY: CHECKED BY GRID NUMBER: BOOK/PA(� JLS SW3242 210220 Q = FND 5/8" REBAR �,*jb-. �Xxxx4.D S Amw0 F � 7?p a AW LAN� . _. Vim' 49TH RA.............Z / * L'......... ...... 0 FA Y11N z . SrHULLER. o � eLS 10408 .,`�%� ' �• ••�..,�......• �` 1831 Talkeetna Street .; .�' a ,,� Anchorage, Alaska 99508 o fes na` �. �„ (907) 227-1455 office sl `•�+�"' (907) 274--4992 fax MUNICIPALITY OF ANCHORAG[E Hea .h and Environmental Prote, ~on Fourth Floor West 825 L Street Anchorage, Alaska 99501 264-4720 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM LOCATION~(~1 ~.(_~;~ ~J~ CEGALg~SC~P*:ON ~ ~ ~ I SEPTIC TANK: DISTANCE FROM WElL i INSIDE LENGTH _ MANUFACTURER INSIDE WIDTH MA'rE R I AL LIQUID DEPTH NUMBER OF COMPARTMENTS LIQUID CAPACITY GALLONS. TILE DRAIN FIELD: DISTANCE FROM WELL lO 0I FOUNDATION Z Z I # of Lines ~ ~ DISTANCE BETWEEN LINES ,,REA O_______ DEPTIt: TOTAL LENGTH ___NEAREST LOT LINE I O' ~ OF LINE ~,(:3) : N( q- i TRENCH WIOTH 3_____~,N. TOTAL EFFECTIVE SQ. FT. LENGTH OFl EACH LINE __ ~ ~ DEPTtt OF FILTER I TOP OF TILE TO FINIStt GRADE ~ MATERIAL BENEATH TILE I CU IN. ABOVE TILE ~ IN. SEEPAGE PIT: DIAMETER __ OR WIDTH ____, Log Crib Rings Crib Size: DIAMETER___ BUILDING FOLJNDATION___ NEAREST LOT LINE LENGTH , DEPTH .DEP'¥H__ DISTANCE FROM: WELL TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) SQ. FT. Well Class:l~% ~ Depth: Well Distance To: Lot Line 0~ Bldg: Sewer Line: Pipe Materials: d~. # of Bedrooms: ~- ' ' Installer: J~pA, O"-TO~ Remarks: D ATE __ff~al-'7~ I::IF::'I:::'L. I CF:IN'T' L. OCFIT :Il Ol",l I...l'~i]]il:::II .... [:'lie F:'l:::tlq:'l" M E: N'T' '3 r" !,.,I E t:::fl.... T H I:::IN[::, E: I'.,I ',,,' :Il F?. O I'.,ll'q rE N'T l:::l L. 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FIN[:, FIN'Y ON-SI'I"E SEWFIGE C,i::~i;I='OSFIi .... S'.R:.=.;'I"E}I t.00 FIEE'I' FOR Ft PRIVFI'I'E HELL 0t~'. 2.00 FEEl' FOR FI PUBLIC i.,~EL.L.. Cfi'HER REQLI.t. REMEN"fS MFI"r' FIPPL. Y. SPECiF~CS-I"ICINS FIN[) CONS"I'RLICT'iON [:,II:~GRI::IMS RRE FIVFIIL. FtBLE TO iNSIJRE PI:~:'.OPER INSTFILLFrt"ION. I C:ER'I' IF'"r' 'I"HHT' t: I FIM F'I=IMiLiFIR IqI"i'H THE: RtFZQIJiREMEN"I"E; FOR ON-.-Si"I"E SE:NE:RS FINI) NEI....I....S FIf+:; SE"t" FOR"i"H E?'r' THE MIJN i O I F'FIL I "1"'~" OF FINCH(]RI:=IGE. 2: 1' WiLL IN'..=.';"rFtL. I._ ]HE S¥'.=2;'i"EM IN FICCOR[:,I::II'.~CE I.,~i"t'H I-HiE: COE.',E:E;. :Z:: I iJN[':,EIE2E;"t"[=IN[:, THFI] .... I'HE ON-SI"I"E :iE;ENER S'~-'S"I'EM MFt'Y REQUiiRE ENLFIi;::[iiEME]'.~'T IF "I'HE R[.=.:SiC, ENC.:E iS REHOI}ELEI} TO i NCIJJ[:,E MOF.'.E THFIN :~: / Ifli='l::'L I CFtI"d']" Ii)ON NFI'.i~:.;H . I:::1 I:::' I:::: L. :[ I]:: I:t I",1T L. i:.:[ C I::1T ]: 191",1 L. EGFtL. 'T'"r'F'liiil 01::: :iii;O :[ I... 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I:::' ]: F:' IE 1:::)I'-4t"~ THE' F::FFT'TFH"'t r"H::' THE: E::.::E:FI v FIT ]: (::tt'.~ :[ i'.4 FE:E:T ..N, I:::1 COi",l"l' :[ t'.4t..JCIU:!.'-:; t"IFI :[ I",ITE:I",II:::INE:I!E I:::li::!it:;;:lEE:t'"lliii:1,',l'T' .'[.':5 1,.4EFI" t'(EI::'T C:I...IRI;::['EI",IT 't'OI...I I:::1B :iii; O t:;,: F"T' :[ O N 9:;"r' :i!i; 'T' E I'I I:::t I:::1 1,'1f:1:1:1,',1"1" E:f",II:::I P',t (::: E "f'O E':1,'4LFtF~:GtE THtE :!!!;O :[t O I:::'IEIE T. H H :[ 'T' H O I..j"l" F:: :[ ::'1 .... FEi F:'F;i:O:~!;EE:I.JT IFil :t: O1,',1 1::II'-4E:, I:::IF::'I:::'F;;:O'v'F:tl .... E:"r' 'T'H :[ H :1:I':,1 ]: HUH ['..', :[ :iii;"l"l::11,.4E:liii: E'flE"FHE:IE1,.4 ::LOO F'I!ii:E'T' F:OI:~: I:::1 F:'F;i'.:I:',,,'FITE~ HELL. I... El (.:.i :!.:.; FIRE F;i'.E:(:..'!U]:RE:I:::, O1:::' THE: HEL..L.. E:OHF'I....li!.:.T ): O1'.,I. :i.:; F' E: C ]: F::' :t: C FI T :[ O t'-4"5 FI t",11:::, :[ I'-,t:ii!;"l"l::lt.... L.I:::t T :[ O1'.,I. H [ii: L.I .... 1::11,.,I [:) F:11,.,l'.r' O F;i: 200 F' E: E:"F 'O1:;i: I::l F'UE',t.... :t: C t.,.lliii:l....i ..... lED TO THIE DEPF. II:;i:THI~!ilI'.,FT' H:t:TH:[I'.,I :ii:O :t: C E: t;?"f' ]: t:::'"r' 'T' HI::I"[' ::1..: ]: I:::IH F'I:::It"'I]:L.:[FIF: H:[TFI "H'"IE: I:;itE:I:::!I...t:[I:;i:IEHEI",IT'.5 I::'Oi:;i: Ol"4"~:ii!;]:Tlii!: :!~;IEI.'.IEI:~'.:!'.:.; I:::!1,',1t:::' klE:L.L..:i!!; t:::1:5 F'OI:;i:"I"H liii:"r' THE: I"'1t...11,-,I :1: E: :[ F:'F:IL. :[ 'T'"r' OF: F:I1,',I(.::HOF.'.FIGE:-. 2: :[ 1.4:1: LL ]: 1,',I:i.:.';TRL. L THIE :i!!;'¢:E;TE:H :[ 1"4 I:::tE:COI:;i'.E:'FII",ICE H :[ TH THE: E:Ol:::'E::iii;. ::ii:: :1: I...I1,'4[::'E:F:'.'.:ii;TFINI:::' THI:::I't-' THE O1,',l'"":i.::;:['T'l:.~i: ?,EHIEI:;i: :~.i;'¢.".:J;TliEH HI:::I'T' F:'. IE (;:! Lt :t: F.: E: IE1,',IL.F::II:;~:GEHliE1,',t"F :1:!:::' 'T'I'"IE I:;i'. E!: :!!!; ]: DEI",ICE: :t: :!.::; I;.':EI"IOI:;:'E:L. IEE:' 'T'O :1:1,'4CLI...II:::'E. HOF;i'.E:: THFII",I d. E:I!.:.':DF~::(::~OH:!.:.';. ..,,,;:,:,::,,,,.,,,,,:,:::,.. ................. ............................................................... I::It::'I:::'L :1: CI::Ii",I'T' I)ON 1,',ll:::l:':~i;H of ..... '~// ............................. gallons per hour. .... ~,ormatfon from to ';i[.~] ' "/ Driller DELTA DRILLING COMPANY SRA BOX 39,4 f~ ANCHORAGE. ALASKA 9950'7 R~M C:CINSULTANTS, INC, 5024 CORDOVA · BOX 6087 · ANCHORAGE, ALASKA 99502 · PH. 907-279-0483 · TLX. 090-25360 October 5, 1977 R&M No. 751243 Don Nash P.O. Box 986 Anchorage, Alaska 99510 Subject: Soil Investigation for Sanitary Sewer System, Lot ~ Block 2, Bear Valley Subdivision, Anchorage, Alaska Dear Mr. Nash: At your request of October 3, 1977, we conducted an examination of the excavation for the proposed sanitary sewer system on the subject lot. Upon arrival at the site, standing water was found in the trench at a depth of approximately 4 1/2 feet. On October 4, 1977, we re-examined the excavation and found the water table to have stabilized at 4 1/2 feet. The test hole that was to determine subsurface soil conditions within the area of the proposed sanitary sewer system was drilled on August 9, 1977 (R&M Project No. 751213). At that time groundwater was not encounter- ed while drilling. An addition on. the drilling log has been made to show the seasonal groundwater table. A copy of the log has been included in attached Drawing A-01. In addition, on October 5, 1977, we performed a second percolation test within a 6-inch diameter test hole hand dug to a depth of 2.25 feet. This test hole was located 12 feet downslope from the existing ditch and equidistant from either end of the ditch. All depths were measured from the top of the hole. The data in Table 1 show average infiltration from the depths indicated to the bottom of the hole. The measured percolation rate was 8.57 minutes per inch. We appreciate this opportunity to be of service to you. Please contact us if you have any questions concerning this letter or if we can be of additional service. Very truly yours, R & M CONSULTANTS, INC. Jeffrey M. Ayres Staff Geologist McCaslin Brown, Ph..~~ Head, Earth Science Department JMA/JMB/gld .... Attachments: Drawing A-01 - Table 1 JUNEAU VALDE~' WA$1LLA t TEST HOLE NO. 3 Scale: 1"=3' 8-9___-77 0.0' ~ t SOME GRAVEL (~L) 2.0' ~...~ : SANDY S'ILT WITH SO~ G~L 50~ End HO~EY BE~R ~E ~ Road SANDY SILT AND sILTy SAND, ~. BOTH WITH SO~ G~VEL Lot 1, BloCk 2, Bear Valley S~division A' ~(SM-~/~-SM) 18.5' T.D. Auger Refusal on Rock Distances sho~ are approximate Groundwater was not encountered. and have not been measured by This log depicts subsurface soils surveying methods, observed within the test hole at the location shown. Not to Scale · See Drawings B-01 and B-02 for explanation of s~ls. TIME 10:44 10:45 10:46 10:47 10:48 10:49 10:50 10:51 10:52 10:53 10:54 10:59 11:04 11:09 11:14 11:24 11:34 11:44 TABLE NO. 1 PERCOLATION TEST ELAPSED TIME 0 1 2 3 4 5 6 7 8 9 10 15 20 25 30 40 5O 60 Don Nash TEST HOLE NO. 1 INCHES 9.0 9.75 10.0 10.25 10.5 10.75 11.0 11.25 11.5 11.5 11.75 12.5 13.0 13.5 14.0 14.75 15.5 16.0 R&M No. 751243 DROP IN INCHES 0.0 0.75 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.0 0.25 0.75 0.5 0.5 0.5 0.75 0.75 0.5 7.0 Inches Total Drop 8.57 Minutes Per Inch MUMMPALITY.OF AmCHORAGE Development Services Department: Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Parcel I. D. 020-431-14 1. GENERAL INFORMATION Complete legal description BEAR VALLEY BLOCK 2, LOT 1 Expiration Date: f — �^ Zz-- Location (site address) 9341 HONEY BEAR LANE, ANCHORAGE, AK 99516 Current property owner(s) DEBORAH GEESEMAN Mailing address Real estate agent Day phone 1515 TUDOR ROAD SUITE 3, ANCHORAGE, AK 99507 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 3 4. TYPE OF WATER SUPPLY: Private Well Private Septic Water Storage ❑ Community Well ❑ Public Water System ❑ Day phone TYPE OF WASTEWATER DISPOSAL: Private Septic Holding Tank ❑ Community ❑ Public Sewer ❑ Waiver request for: Distance: Received by: Date: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ 550 t- " -� 9 0 Waiver Fee $ Date of Payment -! Z/71Z 1 Date of Payment Receipt Number '107/2-3 Receipt Number COSA # 05 U 1 l 5 5 3 Waiver # 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is (are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. I acknowledge that On -Site staff may visit the site to verify the information submitted. Name of Firm FIRST WATER CONSULTING Phone 907-350-9566 Address 13030 SUES WAY ANCHORAGE AK 99516 Engineer's Printed Name CURTIS HUFFMAN PE - Date 9/15/2021 Comments: This investigation was completed in compliance with MOA guidelines, regulations, and best industry practices / methods. The assessment of the condition of the well and septic applies only to the conditions as of the day tested. The flow and absorption rates may change due to subsurface conditions that may not be observed from the surface, changes in land use, local soil characteristics, groundwater levels that may fluctuate during the year, quality of construction (workmanship & materials), the water usage of the family being served by the � system and maintenance. The operational life of all well and septic systems are subject to �+ qf� A4 t�� these various and dynamic characteristics and are outside the control of the evaluator of the well and septic system. Therefore, any estimate of how long a system will function satisfactory sdd��Q: • • • �� ! for current or future occupants or guarantee that no unseen encroachments, deficiencies or49 TH discrepancies exist can be given by First Water Consulting & FW.CS . � • ...... /® 6. DSD SIGNATUREf :• • Curtis Huffman System #1 Approved for 3 bedrooms c/s�. •CE 128991 Aw� F SS N4�� System #2 Approved for bedrooms ��pROESS1W . Disapproved Conditional approval for _ bedrooms, with the following stipulations: tttttUUr�., \? OFA ON -RITE ITE WATER AND WAS IETWTER o �.G —PROGRAM S� C JJ \\ �n.. Original Certificate Date: The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA Checklist Legal Description: BEAR VALLEY BLOCK 2 LOT 1 Parcel ID: 020-431-14 If more than 1 septic system on lot: COSA Checklist # _of _ Structure served by this system _ A. WELL DATA ® Well log is filed with Onsite (or attached) Date drilled 922/1977 Total depth 100 ft Cased to UNKNOWN ft ® Sanitary seal is functioning correctly ® Wires are properly protected Casing height (above ground) 18+ in. Date of flow test for COSA 6/15/2021 Static water level at beginning of test 25 ft. Comments B. TANK DATA Age of tank(s) *NEW TANK years Tank type/material SEPTIC / HDPE Measured operating fluid level in septic tank * ® Standpipes/foundation cleanout per record drawing Date of pumping * D. ABSORPTION FIELD DATA Well production at time of test 3.8 gpm Water storage tank volume_ gallons Well disinfected for coliform test? ❑ Yes ® No [Z Coliform bacteria is Negative Nitrate 2.68 mg/L E]Nitrate less than MRL (ND) Arsenic ug/L ® Arsenic less than MRL (ND) Collected by U Date of Sample 7/22/2021 C. LIFT STATION ❑ Required maintenance completed Age of lift station _ years Lift station material Comments: Which system tested (date installed) 4/21/1078 Adequacy test date 6/15/2021 ® ALL standpipes present per record drawing Results N Pass For 3 bedrooms Total measured depth from grade 10.8 ft (max) Fluid depth prior to test 10 in Measured depth to pipe invert from grade 5_9 ft (min) Water added 450 gal ❑ N/A — pressurized field New depth 32 in ❑ Monitor tubes go to bottom of effective. If not, state Elapsed time 1400 min depth into effective *4.9' OF THE 10' ED ® Code -required soil cover over field Final fluid depth 10 in ❑ System presoaked Absorption rate 450 gpd (Required if vacant for greater than 30 days prior to Any rejuvenation treatment (past 12 months) N date of test) If yes, enter date Gallons introduced gallons WrIs Comments/Deficiencies:. *PER SUMP INVERT 4:_ =': E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well) Septic Tank/Lift Station on Lot > 100' ® Yes if No Community Sewer Manhole/Cleanout > 100' ® Yes if No ft ® Yes if No Neighboring Tank > 100' ® Yes if No ft Private Sewer/Septic Line > 25' ® Yes if No Absorption Field on Lot > 100' ® Yes if No ft Holding Tank > 100' ® Yes if No Neighboring Absorption Fields > 100' Water Service Line > 10' ® Yes Animal Containment > 50' ® Yes if No ® Yes . if No ft Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' ®Yes if No ft ® Yes if No From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' ® Yes if No ft Surface Water > 100' ® Yes if No Property Line > 5' ® Yes if No ft Wells on Adjacent Lots: Absorption Field > 5' ® Yes if No ft Private Wells > 100' ® Yes if No Water Main > 10' ® Yes if No ft Community Wells > 200' ® Yes if No Water Service Line > 10' ® Yes if No ft If septic tank is under driveway comment below From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10' ® Yes if No ft If absorption field is under driveway comment below Property Line > 10' ® Yes if No _ ft Wells on Adjacent Lots: Water Main > 10' ® Yes if No ft Private Wells > 100' ® Yes if No ft Water Service Line > 10' ® Yes if No ft Community Wells > 200' ® Yes if No Surface Water > 100' ® Yes if No ft F. ENGINEER'S COMMENTS G. ENGINEER'S CERTIFICATION l certify that 1 have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. Aw ..• ....•....t...... Curtis Huffman : 4 �¢j�'FGj•.� CE 128991 10/5/21• . •AW ��U�,s PROFESSIO V a ft ft ft ft ft ft ft ft MUNICIPALITY OF ANCHORAGE DIVISION OF ENVIRONMENTAL HEALI~H ~. DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION APPLICATION FOR HEALTH AUTHORITY APPROVAL CERTIFICATE 1. Ceneral Information Application Date (a) Legal Description (include lot, block, subdivision, section, township, range) Location (address ow directions) (c) Applicant is' (che~ o~) ~nding Institution ~; ~r~~ ~; (d) Lending Institution Telephone Address (e) Rea]. Estate Co. & Agent Address 2. _Tj~pe of Residence Single-Family ~ Number of Bedrocxms 3. Water Supply Individual Well [~--~ ~nity~ Other (describe) MUNICIPALITY OF ANCHORAG~ FNVIRONMENTAL ?,ROTECTION Public~ J U N 2 t51gSa RECEI..V_ B Note: If ccam~nity ~11 system, must have w~itten confirmation frown the State Department of Environmental Conservation attesting to the legality and status. Is the ~11 adequate fo~ the number of bedrccms specified in this HAA ~fN) 4. Sewage Disposal Onsite ~ Public ~-~ Comnunity ~ Holding Tank ~--~ Is the wastewater disposal system adequate for the number of bedrocnts ~N) [Page 1 of 2] 2-15-84 5. Engineering Firm lh?oviding Inspections, Tests, Data and Information I certify that I have checked, verified, o~ conformed to all MDA HAA Guidelines in effect on the date of this inspection. Signed ,' q<~?',_:,,: ~ :j]~-'~/, ~./., ', ::.....~.I..I~K/Z. Date Name of FiLm].. '/~-'~ !:'~ {['_ ~ i V~<i, Telephone.. ( ENGINEER SEAL) 6. DHEP Approval .> Approved for ..... Approve d~ Disap ..~toved ~ Conditional ~-~ Terms of Conditional Approval ~ne Municipality of Anchorage Department of P~alth and Environmental Protection does not guarantee the continued satisfactoz~, performance of the water supply and/o~ the wastewater disposal system. This approval indicates that, as of the validation date shown above, based on the data and information furnished by an engineer registered in the State of Alaska, the water supply and wastewater disposal system is safe and func- tional for the Dnmber of bedrccms and type of structure indicated. (DHEP SEAL) 7. Mail the HAA to the following address: KB2/d5/s [Page 2 of 2] 2-15-84 ae Well Classification To~ s~tic ~te= ~1 ~O/ ~ ~t At Casi~ ~ight E~i~l ~ati~ Dis~s ~ ~11: To ~pti~ldi~ Ta~ To ~st MUNICIPALITY OF ANCF&)RAGE (MOA) nmaT~ mmo~TY ~p~ov~ (~) JUN 2 6 ~4 Legal ~escription: If A, B, = C, D.E.C. ~dlY~) ~ ~d q/~ ~ Yield ~t~ ~al ~ ~si~ ~) . , ~essi~ ~ ~l~ad (Y~ ~ On Adjoining Lots IOOZ.4- TO Ns=est Public Se.= Lins 63 {~' TO Ns=est Public Se'= m/~ Cleancut/Manhole ~ / ~ ~ ~st ~ ~rvi~ Li~ ~ ~t ~ , Water SamDle Test ~ssults C~nta B. S~:P£IC/~OLDING TAb~ ~tTA No. Cf ~U~ents (~(mk~9~v~ _ Foundation Cleanout ~N) To Water Mai~/~ervic~ Line To Disposal Field ((~,~" / ~ 'To' St=earn, Pond, Lake, c~ Majo~ D=ainage /b4L~PALI~ C~ ANCHORAG~ EJ'~I~I~NT,t4. PROTECI'IOhl JUN 2 6 1Q~'-~O RECEI.V£D 2-15-84 [Pa~ I of'~l C. ,.ABSORPTIGN F~ELD [I~TA Squa=e Feet of Ab~o~ptic~ A=ea. I~p=essi~ over Field (Y~ ~ati~ Dis~ ~ ~ti~ F~ld: Date of ~ast Ad~guaq Test To Building Foundatio~ '~-/ ~- To Existing Lot ~/~- ~ On A~joining Lots ~/~ ~O4- / To ~ate= ~ain/Service Line ~/ ~ To Cutbank(if l~sent) TO St~eam/Pond/Lake/c~ Majc~ DrainaGe Course To Drtueway, Parktnq A=ee, cc Vehicle Stcca~ D. LIFT STATION Date Installed Si~e in Gallons "Primp 0~" T~I at High ~later Alarm Lev~l at ~Pump Leal at Vent (Y/N) T~st~d for ~ Cycles du=ing Adequacy Test. Electrical Codes(Y/N) J C~ot~. _.w/ (hec~ Permitted Bed~oc~ Rating ~gai~st HAA Rsgusst ** certify that I haw checked, ~rified, cc o0nfc~ed to all MOA HAA Guidelines in effect on the date of this irspection. KBi/OS/s [Page 2 of 2] 2-15-84 ALASKA B dlROFImEFITAL COFITROL SegulCeS, IFIC. I~nqineerincI $ Enoironmental Btu(lies JUNE 25 1984 FRANK O' ODNNER SRA BOX 425-C ANCHORAGE AK 99504 SELLER - CHARLES & LINDA BRUNS BUYER - SUBDIVISION - BEAR VAT,T,RY BLOCK - 2 LOT - 1 ADEQUACY TEST FOR S~TER SYST~4 THE T~PE OF ABSORPTION SYST~4 IS A TR~CH WITH AN AREA OF 520 SQFT. THE SYSTEM IS CAPABLE OF ACCEPTING 450 GAr,TONS OF WATER PER DAY. THE SURGE CAPACITY OF THE SYSTSM IS 817 GAT,TONS. BASED UPON THE TEST DATA THE SYST~4 IS ACCEPTABLE FOR A 3 BEDROCM HOME. THE SEPTIC TANK WAS PUMPED ONJUNE 22 1984 . FLOW TEST ON WRT,T, THE wR, r,L FLOW RATE WAS 5 GPM FOR 3 HOURS. SEPTIC TANK ADEQUACY THE EXISTING SEPTIC TANK VOLUME OF 1000 IS ADEQUATE FOR THIS 3 BEDROCM HOUSE. 1200 LUcsl 33rd AuCnu¢, Suil¢ ~;. Jtnchora§¢, Alaska 99503.[907) 561-50z10 ALASKA ENVIRONMENTAL CONTROL SERVICE" INC. 1200 West 33rd Avenue ,uite B ANCHORAGE, ALASKA 99503 PhOne 276-1361 SHEET NO. CALCULATED BY CHECKED BY SCALE OF DATE DATE ~ - ;' . ~' ........ ~- D/- ,:IECEI;V ED T NSPECTI ONAppOINTME N'[S ~: ' ' ' Tilde ~ k_-- ' . ' TirME.' ~' ~ ' TIME "- ' '~~ ' - .- -, ,.' -_,.. D~,TE '" - ' 9ATE_ 1¢:,~' [" I~J ~,J DATE ' ~//l ', ~'~ 825 L Street. Anchorage. Alaska 99501 ~j ~11 ENVIRONMENTAL SANITATION DIVISION Telephone 2~-4720 ' ~ REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER FACILITIES DIRECTIONS: Complete all parts on Page 1. IncOmplete reque~ will not be proCeed. Please allow ten (10) days for processing. MAI LING ADDRESS ' 'PROPERTY RESIDENT (If different ~mmab~e) ' ' '~ ~ PHONE '2. ~uY~R ' ~ ' ' ;. ' ' ' PHO~'~ MAILING ADDRESS "d 3. 'LEND~G INS~I~ION; " I PHONE 4. REALTOR/AGENT~ ' ISTR~ET LOCATION ' ' ' - - '-- J I s. TY~SOF RS~m~NCS -/ ' ' - NUMBER OF ~E~ROOMS : '1 ~ ' - , ~ One ~ Four ~ Other , . ~ SINGLE FAMILY ~ Two ~ Five ' ~ MULTIPLE FAMILY 7, WA~ER SU~ - ' ' '.-~DIVIDUAL* . *'ATTACH WELL LOG. A well log is required for all wells drilled ~ COMMUNITY since June 1975. For. well's drilled prior to that date, give well ~. ?. .... -~ PUBLIC UTILITY ' depth'(attach log if available,) ~. ~EWAG E ~POSA L SYSTEM - ~ PUBLIC UTI~LITY ' NOTE~ THE~INSPECTIONREE MUST ACgQMPANYEACH REQUEST BEFORE'PROCESSING OAN BE INITIATED,. . . -72-010 (Ray. 6/79) THISSIDE FOR OFFICIAL USE ONLY 1. TYPE OF RESIDENI [] SINGLE FAMI [] MULTIPLE FA 2. WATER SUPPLY [] INDIVIDUAL [] COMMUNIT~ [] PUBLIC UTI L ConnectiOn Ve ;E LY MI LY rY 'ified NUMBER OF BEDROOMS [] ONE [] YHREE [] FIVE [] [] TWO [] FOUR [] SIX OTHER PERMIT NUMBER DEPTH OF WELL DATE DRILLED LOG RECEIVED 3. SEWAGE DISPOSAI~ SYSTEM [] IN DIVI DUAL/ON -lITE I-qPUBLIC UTILITY ! Connection Ve[ifiedt []Septic Tank o& [] H ~lding Tank give dimensions: TYPE OF TANK TOTAL ABSORPTION AR EA ~4. DISTANCES ' WELL 'O: Absorption Area to nearest Lot Line 5, COMMENTS ~APP DATE PERMIT NUMBER DATE INSTALLED INSTALLER SOl LS RATING MANUFACTURER MATERIAL Septic/Holding Tank ~Absorption Area I OVED FOR 3 BEDROOMS [] CON[)ITIONAL APPROVAL (letter must accompany certificate) [] DISAPPROVED ~ ~-~~ / IBY Sewer Line 72-010 (Rev, 6/79) Nearest Lot Line #1: Time Date Insp DEPARTM. 825 MUNICIPALITY OF ANCHORAG~ F OF HEALTH AND ENVIRONME~, ,L PROTECTION L Street, Anchoraa~. Alaska 99501 264-4720 Date Received: February 21, 1978 9:30 a.m. #2: Time #3: Time 2-23-78 Thursday Date Date Pratt Insp Insp REQUEST FOR APPROVAL OF INDIVIDUAL SEWER AND WATER FACILITIES Lending Institution Request: Lomas and Nettleton Company Mailing Address: 4449 Business Park Boulevard Phone: 274-7661 e Property Owner: Mailing Address: Donald Nash Post Office Box 986 99510 Phone: 349-5982 3. Legal Description: Lot 1 Block 2 Bear Valley Subdivision 4: Single Family Residence: (x) Multiple Family Residence: ( ) Number of Bedrooms: Two Number of Bedrooms: Well System: Permit # Construction Individual well (x) Community/Public System ( ) Depth of Well 100' Well Log on File (x) Bacterial Analysis e Sewage Disposal System: Permit # Septic Tank Size Absorption Area On-site System ( ~ Public Utility ( ) Installed 1977 Installer Manufacturer Soils Rate Material Distances: Well to Septic Tank to Absorption Area to Sewer Line Nearest Lot.line Absorption Area to Nearest Lot Line Page Two Department of Request for Approval Health and Environmental Protection of Individual Sewer and Water Facilities Legal Description: Lot 1 Block 2 Bear Valley Comments: Affadavit Attached: ' (')/~ Disapproved: Letter Attached: ( ) Date: Date: Department Worksheet: RECEIPT ~ CERTIFIED MAIL--30f (plus postage) SENT TO POSTMARK OR DATE STREET AND P.O., ST^T,_ AN~,:" CO.E OPi.~o%~AL SERVICES FOR ADDITIONAL FEES -~.~-- ~ ~. Shows to whom and date delivered ........... .... ~ ~ With delivery to addressee only ............ 65~ RECEIPT ~ 2. Shows to whom, date and where delivered _ 35~ m SERVICES ~ With delivery to addressee only ............ 85¢ -~CmVER iJ A6D~ESS[[ ~NL~ ~..,_.Z::~.__..~ 5~_.m SPECIAL pELIVERY (extro fee required) .................................... m PS Form= 3800 NO INSURANCE COVERAGE PROVIDED · (See other side) Apr. ]c~ ] NOT FOR INTERNATIONAL MAI! ~ GPo: ~9'~z O~ 46o-'r4:~ ~ Department of Health and Environmental Protection t/.~~!t 825 L Street, Anchorage, Alaska 99501 ' 6 - 720 '~equest for Approval of Individual Sewer and Water Faciilities 1. Property Owner: ~_-~[~ ~& Mailing Address: o . ~ ' ~ Phone: e Name of Buyer: Mailing Address: Lending Institution: Mailing Address: Realtor/Agent: Mailing Address: 5. Legal Description: Phone: Phone: Phone: Street Location: ~ Single Family Residence: ~ Number of Bedrooms: Multiple Family Residence: ( ) Number of Bedrooms: Water Supply: * Individual Well (~ Public/Community System If Individual Well, well depth 106 If Community System, name of system 8. Sewage Disposal System: *~n-site System ~ Public System ( ) If On-site System, date of installation: ~O' 77 ( ) *NOTE: A well log is required on ALL wells drilled since 6/75. ** If on-site sewer system is over two(2) years old, an adequacy test is required by this department. A fee of $25.00 must accompany each request before processing can be initiated. 3/77 g6-1220~a) Kev. 1973 DATE .A DEPARTMENT OF HEALTH AND SOCIAL SL /ICES DIVISION OF PUBLIC HEALTH INDLVIDUAL AND SEMI*PUBLIC BACTERIOLOGICAL WATER ANALYSIS Lab No. .. ~ OFFICE INDIVIDUAL [] SEMI-PUBLIC [] CHLORINE RESIDUAL PPM REPORT RESULTS TO '~. !~, ..~ ADDRESS CITY ~ ''~ ? ":'" ZIP CODE ADDRESS OF SOURCE Analysis shows this Water SAMPLE to be: [] Satisfactory [] Unsatisfactory [] Questionable [] Sample too long in transit; sample should not be over 48 hours old at examJnatlon to indicate reliable results. Please send new sample. [] Bottle broken in transit, please send new sample. SANITARIAN'S REMARKS COMPLETE THIS SECTION ONLY IF WATER IS AN INDIVIDUAL SUPPLY SAMPLE COLLECTED BY i'- !' ~"; ~ ( DATE COLLECTED TIME COLLECTED ?' Sample Collected From [] Kitchen Tap [] Bathroom Tap [] Basement Tap [] Other (List) Well- [] Dug [] Driven [] Drilled SOURCE: [] Spring [] Cistern [] Other. Dug Well or Cistern Construction: Walls- [] Wood [] Concrete [] Metal Top -- [] Wood [] Concrete [] Metal LOCATION: ~ [] In Basement [] Basement Offset J-lin Yard [] Other Building Sewer DISTANCE TO: or Other Drainage Pipe Tile Seepage Cess- Field __ Feet. Pit ---- Feet. Pool -- Other Possible Sources of Contamination MATERIAL: Building Sewer- [] Cast Iron [] Wood [] Tile [] Plastic Joint Material - Type GENERAL: Does Water Become Muddy or Discolored? Feet. [] Bored [] Tile Brick or [] Open Top [] Concrete [] Under House Septic Tank Feet, Feet, Privy ___.Feet, [] Fibre [] Asbestos Cement [] Yes [] No When? Diameter of Well - Well Casing Material Diameter Length of Drop Pipe Offset in PUMP LOCATION: [] In Well [] Basement On Top [] Of Well [] Other PURPOSE OF EXAMINATION: Illness Suspected? New Source of Supply? · [] Yes Depth ~' Feet. Depth Water Depth From Bottom Feet. In Utility [] In Basement [] Room [] Yes [] No [] No Repairs to System? [] Yes [] No Signature READ INSTRUCTIONS REVERSE SIDE BEFORE COLLECTING SAMPLE 06-1220 (b) BACTERIOLOGICAL WATER ANALYSIS RECORD ~::' Rev. 1973 Date Received '~ ~ ]Time Received Z~" pm Lab. No. Lactose Broth 10cc 10cc 10cc 10cc 10ce 1.0cc 1.0cc 24 Hours 48 Hours ~ ~ Brilliant Green 24 Hours 48 Hours EMB __ AGAR Lactose Broth, 24 hrs. 48 hrs.__ Gram's stain Coliform Density (Most probable No. per 100cc) MF Results Reported by ~ate This analysis indicates Coliform Organisms to be: ~ Absent~ Present March 29, 1978 Donald Nash Post Office Box 986 Anchorage, Alaska 99510 Subject: Lot 1 Block 2 Bear Valley Subdivision The owner has contacted me and has expressed a willingness to install a leaching area after his tank. ThRe is presently a holding tank on the property. If the leaching area is inspected and approved by this department, we will give a full approval. The system must be upgraded by July 1, 1978. If there are any further questions, please contact this office at 264-4720. Sincerely, Robert C. Pratt, R.S. Sanitarian RCP/lJh August 17, 1977 R&M No. 751213 Louis Brothers Construction eRA Box 330-T Anchorage, AK 99507 Subject: Soil Investigation for Sanitary Sewer System~L~ot 1, Block 2 Lot 4, Block 3; ~B~ Bear Valley' Subdivisionj A~horage, Alaska Gentlemen: At your request of August 5, 1977, we conducted a subsurface soils investigation on each of the subject lots at the proposed location of the sanitary sewer system. The investigation complied with those proce- dures required by the Municipality of Anchorage, Department of Health and Environmental Protection. This investigation, which was accomplished on August 9, 1977, consisted of three test holes, one at each location, drilled to depths of 18.5 to 20.0 feet below the existing ground surface. The test holes were sited according to your instructions. Their locations and soils logs are shown in attached Drawings A-01, A-02, and A-03. Samples were taken at the depths shown on the soils logs and the samples will be held in storage at our lab for approximately six months. Drilling was accompli- shed with a rotary drill rig using continuous-flight solid-stem auger with an outside diameter of 6 inches. All material brought to the surface by the augers was continuously monitored by an experienced engineering geologist. The topography at each drilling site is moderately sloping to the north. At the time of the investigation the sites had original vegetation consisting of alders, spruce and hemlock. The top of each test hole was located at original ground surface. The soils encountered in the test holes are shown in the test hole .logs in Drawings A-01, A-02, and A-03. The symbols used in these drawings are explained in Drawings B-01 and B-02. Each log displays specific conditions encountered at the test location. However, subsurface condi- tions may vary in other parts of the lots without any apparent surficial evidence of the change. G encountered in Test Hole Ne. 1 (Lot 4, Block 4).at_a~kapproximat~ .d~'feet. Groundwater was not encountered in Test Holes No. 2 and No. 3.'--~ck wee not encountered At the time the holes were drilled, seasonal frost was not present and permafrost was not encountered, i ' August 17, 1977 Louis Brothers Construction Page -2- A percolation test was performed within each test hole at the depths shown in attached Tables 1, 2, and 3. All depths were measured from the top of the ho~e. The data in the tables show average infiltration from the depths indicated to the bottom of the hole. The measured percolation rates were as follows: Subdivision Block Lot Test Hole No. Percolation Rate Bear Valley 4 4 1 1.5 Minutes Per Inch Bear Valley 3 4 2 4.1 Minutes Per Inch Bear Valley 2 1 3 5.5 Minutes Per Inch We appreciate this opportunity to be of service to you. Please contact /20 ~ us if you have any questions concerning this letter or if we can be of additional service. Very truly yours, R & M CONSULTANTS, INC. Michael Mitchell, Jr. Senior Geologist Jim McCaslin Brown,Ph.D. Head, Earth Science Department MM:JB/rs Attachments: Drawings A-01, A~02, A-03, B-01, B-02; Tables 1, 2, 3. HONEY 50' ~ )T.H. 3 :AR LANE End of Road Lot 1, Block 2, Bear Valley Subdivision Distances shown are approximate and have not been measured by surveying methods. Not to Scale TEST HOLE NO. 3 Scale: 1"=3' ORGANICS , 0.0' SILT WI~H TRACE SAND AI~D SO~ GRAVEL (I~) .... 2.0' SANDY SILT WITH SOME GRAVEL (SM-ML) ! A 15.0' SANDY SILT AND sILTY SAND, BOTH WIT}{ SOME GRAVEL (SFI-ML/ML-SId) 18.5' T.D. Auger Refusal on Rock Groundwater was not encountered. This log depicts subsurface soils observed within the test hole at the location shown. See Drawings B-01 and B-02 for explanation of symbols.' ~TE': 8-16-77 ~ALE: see above R&l'l No. 751213 TABLE NO. 3 PERCOLATION TEST Louis Brothers Construction TEST HOLE NO. 3 ELAPSED TIME TII~ INCHES 2:00 0 11.0 2:01 1 11.5 2:02 2 12.0 2:03 3 12.3 2:04 4 12.8 2:05 5 13.3 2:06 6 13.5 2:07 7 14.0 2:08 8 14.5 2:09 9 15.2 2:10 10 15.7 2:20 20 17.5 2:25 25 18.3 2:30 30 19.3 2:40 ~' 40 20.0 2:50 50 21.0 3:00 60 22.0 DROP IN INCHES 0.0 0.5 0.5 0.3 0.5 0.5 0.2 0.5 0.5 0.7 0.5 1.0 0.8 0.8 1.o / 0.7 ~ 1.0 1.0 11.0 Inches Total Drop 5.5 Minutes Per Inch SOl LS CLASSIFICATION~ CONSISTENCY AND, S,,Y,,,MBOLS CLASSIFICATION: Identification and classification of the soil is accomplished in accordance with the Unified Soil Classification System. Normally, the grain size .distribution determines classification of the soil. The soil is defined according to major and minor constituents with the minor elements serving as modifiers of the major elements. For cohesive soils, the clay becomes the principal noun with the' other major so[l constituents used as modifier; i.e. sClty clay, when the clay particles are such that the clay dominates soil properties. Minor soil constituents may be added to the classification breakdown in accordance with the part{cie size proportion listed below; i.e. sandy silt w/some gravel, trace clay. no call - 0 - 3% trace - 3 - 12% some - 13 - 30% SOIL CONSISTENCY - CRITERIA: Soil consistency as defined below and determined by normal field and laboratory methods applies only to non-frozen mater{al. For these materials, the influence of such factors as soil structure, i.e. fissure systems, shrinkage cracks, slickensides, etc., must be taken into consideration in making any correlation with the consistency values listed below. In permafrost zones, the consistency and strength of frozen soils may vary significantly and unexplainably with ice content, thermal regime and soil type. Cohesionless N*~lows/ft) Relative Density T- (tsf) Loose 0 - 10 0 to 40% Very Soft 0 - 0.25 Medium Dense 10- 30 40 to 70% Soft 0.25- 0.5 Dense 30 - 60 70 to 90% Stiff 0.5 - 1.0 Very Dense - 60 90 to 100% Firm I. 0 - 2.0 *Standard Penetration "N": Blows per foot of Very Firm 2.0 - 4.0 a 140-pound hammer falling 30 inches on a Hard - 4.0 2-inch OD split-spoon except where noted. Cohe siv~ DRILLING SYMBOLS WO: Wash Out WD: WL: Water Level BCR: WCI: Wet Cave In 'ACR: DCI: ' Dry Cave In AB: WS: While Sampling TD: While Drilling Before Casing Rel~oval After Casing Removal After Boring Total Depth Note: Water levels indicated on the boring logs are the levels measured in the boring at the times indicated. In pervious unfrozen soils, the indicated elevations are considered to represent actual ground water conditions. In impervious and frozen soils, accurate determinations of ground water elevations cannot be obtained within a limited period of observation and other evidence on ground water elevations and conditions are required. OWN: L.D.S. EKD: G.L.B. :DATE: 5- 1-72 SCALE: N/A 1~NSULTANTS, IN(:. GENERAL NOTES FB N/A IPROJ. NOGENERAL ~,DWG. NO. B-OI ORGANIC MATERIAL CLAY SILT SAND G RAVE L STANDARD SYMBOLS COBBLES ~ BOULDERS CONG LOM ERATE SANDSTONE MUDSTONE LIMESTONE IGNEOUS ROCK METAMORPHIC ROCK ICE, MASSIVE ICE ~ SILT ORGANIC SILT SANDY SILT SILT GRADING TO SANDY SILT SANDY GRAVEL, SCATTERED COBBLES (ROCK FRAGMENTS) INTERLAYERED SAND 8~ SANDY GRAVEL SILTY CLAY w/TR. SAND S t ..... 1.4" Ss ..... 1.4" S 1 ..... 2.5" Sh ..... 2.5" Sx ..... 2.0" Sz ..... 1.4" Sp ..... 2.5" Hs ..... 1.4" SAMPLER TYPE SYMBOLS SPLIT SPOON WITH 47-~' HAMMER SPLIT SPOON WITH 140# HAMMER SPLIT SPOON WITH 140# HAMMER SPLIT SPOON WITH 340.# HAMMER SPLIT SPOON WITH 140# HAMMER SPLIT SPOON WITH 340# HAMMER SPLIT SPOON, PUSHED SPLIT SPOON DRIVEN WITH AIR HAMMER HI ..... 2.5" SPLIT SPOON DRIVEN WITH AIR HAMMER NOTE: SAMPLER TYPES ARE EITHER NOTED ABOVE THE BORING LOG SAMPLE DEPTH. Ts .... SHELBY TUBE Tm .... MODIFIED SHELBY TUBE Pb .... PITCHER BARREL Cs .... CORE BARREL WITH SINGLE TUBE Cd .... CORE BARREL WITH DOUBLE TUBE Bs .... BULK SAMPLE A ..... AUGER SAMPLE G ..... GRAB SAMPLE OR ADJACENT TO IT AT THE RESPECTIVE !DWN: L.D.S. CKD: G.L.B. DATE: FEB. 1972 SCALE :NONE TYPICAL BORING LOG BORING NUMBER...~,.F. H. 30- 15 DATE DRILLED..,~,,iO _ 21 - 70 SAMPLER TYPE,~ Ss WATER TABLE GRADATIOIVAL Ss FROZEN Cd Elev. 274.6 ,,~.---' ELEI/AT/ON IN FEET All Samples Ss.m~SAMPLER TYPE O' ORGANIC MATERIAL I' Consid. Visible Ice 0'-7' ICE-FML ICE -SILT 65% Visible Ice 90, 56.2% /STRATA ?C, HANGE SANDY SI LT ~APPROXIMATE STRATA CHANGE Little toNoVisible Ice 13L30' Vx "~-'-IC~, DESCRIPTION ~ CLA..~.?IF'ICAT/ON 72, 57.1%, 85.9pcf, 28°, GP_ (CORPS OF £NGINEERS METHOD) ~ ~ ~ ~ '~"UNIFIEDORFAAC£ASSIFICATION ~ ~ ~ --TEMPERATURE, °F \ 'X -- DRY DENSITY ~-- WATER CONTENT --BLOYYS/FOO T · SAMPLE NUMBER SANDY GRAVEL 95 26' SCHIST ~ GENERALIZED SOIL OR ROCK DESCRIPTION LOCATION 30' ~ DRILL, DEPTH ~ W,D.-I4fHILE DRILLING, AB-AFTER BORING l~SULTANTS, INC EXPLANATION Of SELECTED SYMBOLS JJGRID N/A & 2~5 O0 00.3 S 00°14'I 0 2'3,0 00' 2641 ~ O 0 / SUBJECT ;/"' .. DETACH AND FILE FOR FOLLOW.UP SIGNED )ATE Red~rm e, 4S 469 DETACH AND FILE FOR FOLLOW-UP