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Home My WebLink AboutHUFFMAN #1 BLK 3 LT 3Huffman #1 Block 3 Lot 3 #018-161-20 .. Municipality of Anchorage r ••.,• Development Services Department BuHding Safety Dhdslon On -She Water and Wastewater Program, 4700 S. Brag" St. P.O. Box 196850 Anchorage. AK 09519-6650 Page of www.d.andwrage.ak.us (907) 3437904 ONSITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number. W O O PID Number. 016 - 1(,t - oZ0 1171e, Mo Wastewater System: ❑New ($Upgrade bs.« 13•100 S ech', ABSORPTION FIELD Pens nu.e.a6.aomr: 3 0(0-PTwKh13 VolmTrwxh09w ❑mw w ❑e,,.,. LEGAL DESCRIPTION sw"t"` to ebm La s.c,w„rO. 3 3 N ff,, +► GFdFlO S Fr. D"dme�"M�= az IV,;;. p4.. Tow etV R/9t b•rbc 3• FL F< F, tl1LO btM mp�rlptlr G Larvo ft Well: js rn ❑New ❑Upgrade f-2 Fl. Fl. G aN wd t a.m.irw a.u.oe.e...nrrL 3.0 rSW/r (%e . AOU CF Tart Dwft cY b: Fl Fl TaYIgvplmlti ppe LI•bIW Ft �4 os�w".L...t Fr 303 FSID0~n..w..e Ft rm..r o.. [✓duck's �aralko 9 � o w.h pums.�a `�"°"°"'°°"G � CP FL WO(o 01' 6 TANK SEPARATION DISTANCES I�(Sep6a ❑ Hdding ❑ S.T.E.P. ❑ Oyu To Sep9c Absorption Ltll HoWng Fmm Tank Fbeld Station Tank 6e„er tkM 11 A n I,a ra 1n k o" loco vw,F foo' Ilo' - - >25r ""'""S r..m.aca�p..,,.,y: W%Mwow A/. 0. N,D, - - LIFT STATION taLre *010 X10, — — Fariarm ' [,� 71D1 _ � •w.varr.aa llmpar Iipn..•..W.�.. ti h h an. Dr N/A MIA — — FUT Y•bt Ewd..p.m,F,bmbw o rf It, BENCH MARK er lEpPlonnS. SW or r:,, e 100 FL 111 •= cE•b.... Inspections performed by:Lacs �iur�anQ Dates: 1" 2� 01* 2 4 29 O6 10 •'M.- .. L Development Services Department Approval �/ i� • LARS .. SPU i 00, /� Conditional Approval by: Date: 1 5^0 V i 1% • • 10 Co...�' 0 I��OFE$Zo\ Reviewed Approved •'=� and by Date: -W-70 Ns I I II LOT I� I I / / 70 LOT 4 I ' INSTALLED 3 -BED OM SEPT SYSTEM 1000 GAL. SEPITIIC YANK I W1 DEEP TRENCH WELL LENGTH 67 FEET I p DEPTH 3 FEET I a ROCK 6 AfETI COVER 5 FEET I LEVEL ®_ TH WELL 1 C 1 —BEDROOM ® NGLE 1 L T 3 1 LOCATED SEPTX' TANK. ABAWK ffR CODE ta=w ® I S cRis PRimmr AlsurooN WELL jN I LDT\2 19 I � I � I I I V I I I I� I I LOT 1 zs 0 zs W n loo 11?5 LSD SCAL£r 1' = 50 FT, swwG VIS -AT B C 19 7.5 D JO 15 £ 56 20 F Il 2S \ Z7 66 -W- H 6M J5 ISS / JI t6 I I I I" i \ I. 1 W u' aa+ \ I \ I'WUMALANU Ln(,lIYLLKING I I LOT 3 BLOCK 3 HUFMAN 1 I I SEPTIC SYSTEM ASBUILT 203 W 151H. AVENUE DATE. OCT. 5, 2006 ANCH. AK. 99501 MIKE MOSES/AN SHUT, 2/3 GRID: 2933 Fom) 97o—cors 1T7nn COFCK/NG dVINIIC PERMIT # SVO60304 PID # 018-161-20 HUFFMAN#IBIL32.DWG Standard Trench 2' Wide 67' Long 9.5' Deep 6.0' Sewer rock 3' Cover (Min.) NO SCALE ELEV.= 93.4 Silt Barrler £LEY.= 87.4' 6.0 Ft of Septic Rock Effective 0 0 0 0 1000 gal Septic tank o a c c u 3 3 o° c 49th SPURKLAND Monitor "."' Cleanouts - 5' Cover flfl ELEV.= 98.4' n II £LEV. 1000 gal. septic tank NO SCALE ELEV.= 81.4' BENCH MARK BOTTOM SIDING SW CORNER HOUSE ASSUMED ELEVATION 100 FEET SPURKLAND ENGINEERINGSEPTIC SYSTEM ASBUILT 203 W15th Ave LOT 3 BLOCK 1 HUFFMAN1 Anchorage Ak 99501 MIKE MOSESIAN DATE, XTORER 5, ZM .'. 1JM SPECW An?" SHEET, 3/3 GRID, 2933 I PERMIT / SWO60304 PARCEL ID / 018-161-20 HUF7WAN/1B1L33DW0 MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water B Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Permit Number: SWO60304 Legal Description: HUFFMAN #1 BLK 3 LT 3 Design Engineer: 0007 SPURKLAND ENGINEERING Owner Name: MIKE MOSESIAN Owner Address: 13900 SPECKING AVENUE ANCHORAGE. AK 99515-4119 Date Issued: Sep 18, 2006 i Expiration Date: Sep 18, 2007 Parcel ID: 018-161-20 Site Address: 013900 SPECKING AVE Lot Size: 14612 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the construction of: Q Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3. The engineer must notify DSD at least 2 hours prior to each Inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. 5. The following special provisions. THE EXISTING SEPTIC TANK IS TO BE FOUND AND DECOMMISSIONED PER CODE BEFORE THE INSPECTION REPORT IS APPROVED. Issued By: k2O� fit%rDate: nZunicipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.orglonsite (907) 343-7904 ON-SITE SEPTICMELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. D& ( Logy `d Property owners) M:kc most s i.n Day phone Zip Code 44514 �QSIr, Mailing address r= Site address 139oo Speclz;.K Aq&Ajt s Zip Code Legal description (Sub'd, Block & Lot) AA"4A Legal description (Township, Section & Range) Lot Size �" Sq. Ft. THIS APPLICATION IS FOR (®all that apply): Absorption Field Septic Tank Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ Number of Bedrooms -3 THIS APPLICATION IS AN: Initial Upgrade Renewal certify that the above information is correct. 1 further certify that this application is being Single Family Dwelling and is in accordance with applicable Municipal Codes. (Signature ok property owner or authorized agent) �W oo Waiver Fees: Permit/Rush Fees: Date of Payment: qRO Date of Payment: Receipt Number: 0.551()j Receipt Number: (Rev. 11105) for a SpuMand Engooneefing Environmental Consulting and Design hm! SEPTIC SYSTEM DESIGN LOT 3 BLOCK' HUFFMAN #1 SID 3 LIS. Municipality of Anchorage September 7, Development Services Department On Site Water and Wastewater Program 4700 South Bragaw, Street Anchorage, Alaska 99519 We are submitting an application for the upgradeof the septic system for this lot. The submittal consists of three (3) drawings showing the present improvements on the lot and the adjoining properties, (sheet 1/3), the proposed improvements of the lot, of which only the septic system is subject to this permit application, (sheet 2/3), and a schematic of the septic system, (sheet 3/3). Soil logs and percolation tests of applicable testholes are also enclosed. i Theseptic system design is based on the following No Ground Water Encountered to a Depth of 16 feet Soil Rating. From Testhole 08/17/06. 19 min/in - 0.6 gal per sq-ft/day No. of Bedrooms 3 Required Arca per Bedroom: 15010.6 -250 sq - ft -Total area required: 250 x 3-750 sqft Bottom Rock At 9.5 feet Top Rock At 3.5 feet Rock Depth 6 feet Total Bed Length 750 /12 - 62.5 feet USE 65 FEET SYSTEM CONFIGURATION 1000 gal Steel Septic Tank w/ deep trench TOTAL LENGTH 65 FT TOTAL WIDTH 2 FT TOTAL DEPTH 9.5 FT ROCK DEPTH 6.0 FT INSULATION 21N. COVER 3 FT (MIN) The installation of this septic system will not prevent wells and septic systems from being installed on the adjacenl lots. There are no developed or natural surface / sub surface drainage courses on this or the adjacent lots. The proposed septic system will not change the general slope of the area. Ponding and/or concentration of surface runoff will not result from this installation. 203 West 15r" Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279.391 Fax: (907) 276-6013, SpurklandEng@gci.net I \ I I LOT 6 I I � I I I LOTS 6LE®LOT 4 WELL �\ W�EI.I I I \ \ 1 � uar 1 Z j�j7 qOT 3 /I It \ WE I LOT 2 \ I I LOT SA WEL LOT 1 • E ••, � �_! 1 _49th 50 0 50 100 150 EX ?50 -w SCALE, I' = 100 FT. LS. 15TH. A• j II SEPTIC SYSTEM DESIGN DATE: SEPT. 7, 2006 SHEET. 1/3 GRID 293J I PERMIT #SV060XXX PID # HUFFHAN#lBIL31.DVG I � I I LOT 5,,,- I\ I I' LOT 4 � INSTALL 3-8£DRppppM SEP T/CYSTEM , 1000 GAL. S£P11C VANK'WJSDEEP TRENCH VELL LENGTH 65 FFETJ I WIDTH 2 FEET DEPTH 9.5 FEET ROCK 6 FEET I �— ` (LEVEL —� ._ j� I COVER 3 FEET I I TH \ ® WELL 1 C 378EDROOM r-ri SINGLE FAMIL ' :p C5 OT3 I Oai L V LOCATE sEvnc W. wwwar & � M WELL ®I I S I ExLslnxc cx�s r , � I N I I I' I 2 LOT 1 �� I � I � I I I LOT I 25 0 25 50 n LA0 125 LSO SCALE? 1' = 50 FT 3 L,S. SPURKLANDENGINEERING LOT 3 BLOCK I HUFMAN #1 DA - 7, 2006 SYSTEM DESIGN 203 W 15TH. AVENUE DAT£. SEPT. ANCH. AK. 99501 MIKE IIOSES/AN TE 2/3 GRID. 2933 PERMIT # PID # I — ...... - --- - - r---7do 0 O 1000 gal Septic tank Standard Trench: 2' Vide 65' Long 9.5' Beep 6.0' Sewer rock 3' Cover (Min) NO SCALE Sil t 6.0 ft of Septic Rock Effective Monitor Cleanouts 3.5' Cover NO SCALE e a .o 3 1.5, i SPURKLAND El 1000 gal. septic tank SPURKLAND ENGINEERING LOT 3 BLOCK.i HUFFMAN /I SEPTIC SYSTEM DESIGN 203 W15th Ave MIKE MOS£SIAN DATE, SEPTEMBER 9, 2006 Anchorage Ak 99501 137W SPOKW An7" SHEETS 3/3 GRID- 2933 PERMIT f SWO60OXX PARCEL ID Municipality of Anchorage Development Services Department Building Safety Division yr On -Site Water and Wastewater Program 4700 South Bragaw SL P.O. Box 196650 Anchorage. AK 99519.6650 www.ci anchoraae.sk.us (907) 343.7904 Solis Log - Percolation Test � t�,NLsmtt ��tAt� t( 49TH :v lei LABS E. SPURKLAND. �� •. 1150q Vii 'Oft Performed For.. f%l A6je$ly,v-. Date Performed: Legal Description: A'RyA%' K 1 61k 3 Lei 3 Township, Range. Section: _ Site Plan 12-1 I Date L Reading Date WAS GROUND WATER Q- Depth to Water ENCOUNTERED? q/1110(. S 10- 8 L� IF YES, AT WHAT DEPTH? L D 515116" It Depth to Water AlW 11- 8 tr alonkaring? E E 12-1 I Date L Reading Date Gross Tone Net Time Depth to Water Net Drop q/1110(. 8 :00 Aw, 0 rl.,% 8 L� 515116" It 8: 30 Avh 8 tr 2 s�lc" (7 318rr It 1:00 AM &0 r,,Slr ! 5 rr Is 6 3A it 1 1:30 A011 10 win I to PERCOLATION RATE �ii_ImrwwrA) PERC HOLE DIAMETER G TEST RUN SUMEN i_ FT AND rj�FT )nm 411310ro q ho4r5. PERFORMED BY:�jlklI LV5 J/Z t lj CERTIFY THAT THISI TEST W S PERFORMED IN ACCORDANCt WITH ALLSTATE AND MUNICIPAL GUIDELINE'S IN EFFECT ON THIS DATE. DATE: -1/1(1 0(p Municipality of Anchorage Development Services Department X911 Building Safety Division OnSMe Water and Wastewater Program % .. .*"*4 9 TH 4700 South Brag°w St r ' P.O. Box 196650 Anchorage. AK 99518-8650 / • 4�•� -` • • d www.d.anchoraoe.ak.ua �� •. LARS E. SPbRKLAM1D / (`907)343.7904 �1 i '•� 11500 L .� Soils Log - Percolation Test Performed For. Iii ICCyl o SC S i In Date Performed: Legal Description: 14A MIM 1 elk i L 13 Township. Range. Section: slope Ste Plan I rr Date Gross Time S441 sh 7- & Net Drop W1 cobbles s- O r to I1L 10- •0 ' (Mort )qYt((♦, w� 163/8 15/8 " b fl 12- 45 ft;n Ifrs/1i' 191G" 13- 1' Z �55 95r+i 14- 15- 16- 17- 18- n- 18- VAS WITS GROUND UfATER ENCOUNTERED? 8 F YES. AT WHAT DEPTH? L Depth to WaW AD Mr P Monitoring? E Dale. 0 3 (0 Reading Date Gross Time Net Time Depth to Water Net Drop 8/� 6 1.20 O 1 51/ 81 r T 1155 3S rmL;., 163/8 15/8 " b fl 2:25 A. 45 ft;n Ifrs/1i' 191G" 16;/9° 1' Z �55 95r+i PERCOLATION RATE tech) PERC HOLE DIAMETER 6 •• TEST RUN BETWEEN9I 11� — FT AND FT COMMENTS Pri So -A Q 1190 Anti 41 17/4" ;" IS.oe:n. CdViLArT4. 1 Q�Arr .__Iti 30 #. t' 1 I PERFORMED BY: Lars Sommalia I ��CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE ALLSTATE AND MUNICIPAL GUIDED ES IN EFFECT ON THIS DATE. DATE: ZS 06 �Lse 7q•/xd'0 S 33)3/e 1 /r►Sfall �'Be3 6! G 100 �ltir �F r, d�lp��e C�+s d Noill oae jw 40 U oainNa +� o NdI 't!BNG� glYst Lti J`1t S�lkd � � na ao umaiDaruv f lh ISUBD�VIDED MDVE :•/ al tib,"1n' SE c. i /10 s-rAWY- w P 3 y w Gm 147411?" e•8 ?� _—v�° of £�wor2oc�r ' f• StQtiL WEU. r.J . l rilrer LofAe— aC.o. A?rjouN �a4D 2lMM. Qe.D%lbt•+G � �l�r ter/ D. n t •f�BySR� s �� NOTE: i.on All Dimensions And Locations Must Be Field Verified Prior To Construct SEWER SYSTEM LOCATION PLAN 411 NOTE- L.."93 GAAB-HD-I GVTER ANCHORAGE AREA BOROJ HEALTH DEPARTMENT 4N C 'i ` 327 EAGLE ST. ANCHORAGE, ALASKA 99501 279-2511 •'` INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM %, %,/C, MAILING NAME A&MvW /f/llV �E��/�� ADDRESS— InrnnnN ®�� A–"5i*eo%i W,0 LEGAL DESCRIPTIO SEPTIC TANK: Z'ar .3 HONE S640 (v"%� IrV (2Z A), COMPARTMMENTS. NUMBER OF DISTANCE FROM WELL MATERIAL r LIQUID CAPACITY /000 GALLONS. INSIDE LENGTH -INSIDE WIDTH SEEPAGE SYSTEM: SEEPAGE PIT: LIQUID .51 DEPTH NUMBER OF PITS / OUTSIDE DIAMETER OR WIDTH , LENGTH DEPTH / LINING MATERIAL % DISTANCE FROM WELL Nor /I BUILDING FOUNDATION NEAREST LOT LINE TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) SQ. FT. TILE DRAIN FIELD: DISTANCE FROM FOUNDATIO NUMBER OF LINES DISTANCE BETWEEN LI ABSORPTION AREA SQ. FT. LENGTH OF EACH LINE NEAREST LOT L _TRENCH WIDTH TOTAL LENGTH OF LINES_ IN, TOTAL EFFECTIVE DEPTH: TOP OF TILE TO FINISH GRADE DEPTH OF FILTER MATERIAL BENEATH TILE; IN. ABOVE TILE WELL:DISTANCE FROM WATER TYPE /"JOT�N DEPTH —,BUILDING FOUNDATION. SAMPLE , NEAREST NEAREST SEPTIC SEEPAGE OTHER LOT LINE , SEWER LINE—, TANK , SYSTEM CESSPOOL , SOURCES_ DISTANCES: -= 461 )441 DIAGRAM OF SYSTEM DATE t� 3� elAPPROVED M.•I ,��,.,, .,I.1—TV GAAB-HD-2-r_ GREATEY< ANCHORAGE AREA HEALTH DEPARTMENT 327 Eagle St. Anchorage, Alaska 99501 . )ROUGH 279-2511 SEWAGE DISPOSAL SYSTEM - APPLICATION & PERMIT Case No. 3 5s NAME OF APPLICANT N11✓1 MAILING ADDRESS PHONE NO. / RESIDENCE ADDRESS•/07'4�3 X;/Y3 LOCATION OF INSTALLATION f'/%f'r�ldd�'JJ/%�5' �✓ LEGAL DESCRIPTION kv//7 _J�3 AZIrl APPLICATION TO INSTALL: SEPTIC TANK ✓ SEEPAGE PIT -, DRAIN FIELD , OTHER TO SERVE THE FOLLOWING FACILITY Ile Iy FINANCED THROUGH PERCOLATION TEST RESULTS TO BE INSTALLED BY i.57 ANTICIPATED DATE OF COMPLETION 3 4rz BELOW TO BE FILLED OUT BY HEALTH DEPARTMENT THIS IS TO SERVE AS &P, 41�) �HCSIF �'- PERMIT TO INSTALL A AS DESCRIBE . SEPTIC TANK SIZE l DISTANCES: 1.v E4 -L %v SEi�il c. <1aIN 100✓ > 4rv7 •h 61- L /moi. Health Authority I certify that I am familiar with the requirements of Greater Anchorage Area Borough Ordinance No. 28-68 and that the above described system is in accordance with said code. nA�r_ co �n4 ADDI rAKMZ 4ZMKIATIIAr /LI/ APPLIC�AT FILLS OUT UPPER HAL' ONLY Property Owner "�"'h'nlpYU h /�--jx' Phone Mailing Address _ Zip Code Date Buyer Date AddressJ J Zip Code Lending Institution /�/.�--JCY .V t/ w Phone Address l t�..�cLP Zip Code a Z& "&SOC.1. - Realty Co. & Agent - Phone Address Zip Code / Legal Descriptionz/1 LCSC_ ,��jjj Lea S /u�/7 Street Location j o C k x t,. I Type of Residence KSingle Family ❑ Multiple Family No. of Bedrooms ❑ Other (,2 -APPROVED BEDROOMS Water Supply Individual"' At, ( ) DISAPPROVED - % .7 _. ATT OH WELL LOG. A well log is required for all wells drilled since June 1975. Community �. For wells drilled prior to that date, give well depth (attach log if available). ❑ Public Utility DATE BY: `2"o" Sewer Disposal Year Individual Installed: G74LOAf) P? /-X Individual Public Utility When Connected to Public.. tili(y: ❑ Holding Tank .'As. NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. v t ' Time Time Time Time Date Date Date Date Inspector Inspector Inspector Inspector (� � Y�L Field Notes: v� MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH i< ENVIRONMENTAL PROTECTION ALIG 18 1983 RECEIVED (,2 -APPROVED BEDROOMS 'CONDITIONS OF APPROVAL ( ) DISAPPROVED ( ) CONDITIONAL APPROVAL` _. 2. -� DATE BY: `2"o" Soils Rating Date Sewer Installed Well To Absorption Area Well Log Received Septic Tank Size (7 C% C:7 Well to Tank August 213, 1983 Ra,"Ion A. Chavez STA. Rt 219A Anchorage, AK 99503 Subject: Lot 3, i3lock 3# Huffman Sub. #1 Approval for the individual sewer and water facilities cannot:,,_� be granted until the following items have been completed; 0 1 '1 a �he top of the well casing stiouid be sealed SO that it Is water tight. 0 Exposed electrical wires to the well head are in violation of the Municipality of Anchorage codes and must be encased in conduit. Tire septic tank pumped with a receipt submitted to this department. The total number of gallons pumped needs to be on the receipt and verified by a registered engineer as to the actual number of gallons pumped. This is to verify the size of the septic Lank. existen CA&E _ gpq -2 - � PC pit arid/or insure tile the well and • Expose -the sept�c tank manhole to verify, its 0A�IC-UJLk^.01cs h C "--PC"XXJt, • Locate and expose the cleanout to the seepage leaching area for our inspection. This is to minimum distance roquiro its are met between sewer system. A four (4) inch cleanout needs to be installed to the leaching area. Please notify this Department for a reinspection whell the noted discrepancies have been corrected. !.I' there are any further questions, please call this of at 264-4720. Sincerely, J. ;. Roberts Assistant Environitiental Specialist NHAWTHORNE-ENGINEERING September 15, 1983 NHAWTHORNE m ENGINEERING 7127 Old Seward Highway AA&o AK 99502 344-4711. Mr. Robert Robinson Municipality of Anchorage Department of Health & Enviornmental Protection 825 L Street Anchorage, Alaska 99501 Dear Mr. Robinson, 4107:; IiL-EVARD . I'SU TE'205 CHORA SKA 99503 Please consider this my report on an adequacy test for the on-site sewage disposal system on the following described property. Lot 3, Block 3, Huffman Subdivision I 13900 Specking Road Buyer: Mr. George Halvorson Seller: Mr. Ray Chavis The system consists of a 1,000 gallon septic tank (as measured by pumping the tank out) and a leach field of undetermined size. The only access to the leach field is a vent/clean-out pipe at one end of the field. First day, September 13, 1983, 1:30 P.M. Initial water level in septic tank at 58 inches below datum. Water level in field pipe not determined because it was bel.ow the bottom of the clean-out pipe, i.e. field pipe (64 inches plus). Water applied for two hours until 500 total gallons had been applied (three bedroom house). The highest water level in the tank was 562 inches below datum. Highest water level in the field pipe was 60 inches below datum. Second day, September 14, 1983, 11:00 A.M. Water level in septic tank at 58 inches below datum. Water level in field pipe at 612 inches below datum. Five hundred and eighty (580) gallons of water applied at tank over a three hour period. Highest water level in tank measured at 56 inches. Highest water level in field measured at 60 inches. Water level in tank returned to 57 inches five minutes after the test was completed. One half hour later water level in the field had returned to 63 inches below datum. The septic tank was pumped following the second day's testing. One thousand (1,000) gallons were pumped out. No separation distances, sizes or other field data may be inferred from this report.—,awtl'n;►%TAS Sincer ly I Neil Ha thorne, P.E. NH/np �; '�� .,•.....; aye,.®® OAATH �.° • °�®® O°00 O O °6®00 (i0060000000� o NE[L NAWTHORNE GE 4369 o® �