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Home My WebLink AboutT12N R3W SEC 35 NE4NE4SE4NE4 PARCEL 2TI N R3W ction 35 12 N 1/4 #017-091-04 Municipality of Anchorage Development Services Department n Building Safety Division On -Site Water and Wastewater Program, 4700 S. Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 Page / of3 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: 5'k101041,5_3 PID Number: Of 7 - D 9 / - O y Name Mark' av�k M otic,, e2 Wastewater System: ❑ New ® Wastewater Upgrade Address /yyZO ocrken SA ABSORPTION FIELD Phone Number of Bedrooms: X Deep Trench ❑Shallow Trench E) Bed C1 Mound ❑Other: Soil Rating: Total Depth from original grade: LEGAL DESCRIPTION ` o• 6+ GPO/Ft' a / • 7';' Fl. Block, Lot: Subdivision: Depth to pipe bottom from original grade: Gravel depth beneath pipe: Pet,-re Ft. ?-S Ft. Townsnip Range: Section: Fill added above original grade: Gravel Length: ` /7. /Y 3w �.S !f• S Fl. /to FI. Well: EwST. El New Upgrade Gravel width: 2. S Number of lines: 1 Distance between lines: Ft. -- FL Classification (Private, A, B, C): Total Depth: Cased to: Total absorption area: Pipe Material: r, _8 /G pe -F Ft. Ft. 7U Ft' 0-307Y /1(can Pe—j Driller Dale Drilled: Static Water Level: Installer. Ca !'s E6C,2,1 h�"q Dale Installed: 10 / 71 / G / Ft. t I Yield. Pump Set at: Casing Height Above Ground: TANK GPM Ft, FL SEPARATION DISTANCES R Septic ❑ Holding ❑ S.T.E.P. ❑ Other: To Septic Absorption Lift Holding Public/Private f}nGho�a e -%n k Capacity. / From Tank Field Station Tank SewewerrLineManufacturer, Line (%CO Gal. Well 1 3 2 1 i 31C, - -- > Z,s Material: S fP e/ Number of Compartments: 2 Surface Water > > , _ ., LIFT STATION Size: Manufacturer: Lot Line ere YO 1 — Gal. 'Pump on' level at: 'Pump off level at: High water alarm at. Fouccauon1 � 1 t G s' .� in. in. in. Pump Make 8 Model Electrical Inspections performed by: Curran Drain Remancs r1tY�nCi � ,se �c e ctnolonod BENCH MARK TLocation and Description: b IKV nOel,n >rja, a44,n1?,,gIE Gokh:,w cdC Srclln N lv la�n••- Assumed Elevation: )oac4 Ay/Iih 1-,, ft SU// A, 1 of /IvurC' /GO.pFI. JAS ((e of f -,4r(- b,e� h -e^ ch /6�, a llc.c,, V (eQ�rn 0c I Engineer's Stamp G et %2 In e _' < �e ;�°•__\":ti oeoo®essay .w° ,�� Inspections performed by: Fl14- a f� _)_004 9-a c, Dates: 1st 167 /�/ a + _ 4�'F� y�j g� •L i + Ir �- 2nd /o /31/G/ la uoco�eoee.e........ee.o YRh Development Services Department Approval >�•®•••••••��•••• �� yU�-/ THEODORE F. MOORE roP C 35€39 `` ` Reviewed and approved by: Date: - - Off- - • "PERMIT NO: SW010453e'y PAGE 2 OF. 3 PID NO: 017-091-04 , o~ , "-.~' FROM: COR."A" COR."B" COR."C" ', c.o.--~..:. .. · -. TO: , , '-. S.T.C.O. "D" 22. 13.5' , ' S.T.C.O. "E" 25' t9' ' - ' ' ' DBL C.O. "F" 27' 21' - T.H~ : DBL. C.O. "O" 113' t37' TR. M.T. "H" 116.5' 140' ' ~ ~ TR. C.O. "1" t36' TR. C.O. "J" 1t3' , M.T. DBL ', : . :, c.o. : SOIL ABSORPTION TRENCH ~m~ TIC T~K ' T. ' W. 3.5 FEET G~L EFFECT~ ~ ~ ~ ~a?A~ ', - ~_BDRM ~ -. , ...... ~HOUSE ~ . , , ~,.~ 49-1% ~ ~ : ,,' :..';.,%. c~- ~s, ~.' i~' : ", ,' '/~ '.-T" ....... '";~ · ' ' , . ,._ ~..-. -. <~ _ PARCEL 2, NE 114, SEC. 35, TI2N, R3W, S,M. ~ I,,.,.~ .r...~ ~,,r 8EPTI~ SYSTEM ' WELL AS-BUILT INSPECTION P~N VIEW ' (IN PIT) ~ ~ R 100' ~ ~OP ~Ct~1C~ SEDUCES SC~E: 1" ~ 30' ~ -- 14~30 [CLIO S~ET D~WN BY TFM ' ~CHO~G~, ~S~ ~ 16 NO~MBER, 2001 PERMIT NO: SW010453 PAGE 3 Of 3 PID NO: 017-091-04 2'+ SOIL COVER -2" RIGID INS. 93.7' IO00-GALLON INV. 94.0' 2" RIGID INS. 80.5' EFF. SEWER GRAVEL BOTTOM EXCAVATION ELEVATION 77.0' TEST HOLE # 3 GROUND ELEVATION 81.75' HARD BEDROCK ELEVATION 70.75' NO GROUNDWATER PARCEL 2, NE 114, SEC. 35, T12N, R3W, S.M. SEPTIC SYSTEM UPGRADE AS-BUILT INSPECTION CROSS-SECTION FLAI'~OP T~CIINICAL SERVICES INOT TO SCALE 14530 ECIIO STI~ET ]DRAWN BY TFM ANCI IORAGE. ALAS Y~ 99516 NOVEMBER, 2001 MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Oct 29, 2001 Expiration Date: Oct 29, 2002 Permit Number: SW010453 Legal Description: T12N R3W SEC 35 NE4NE4SE4NE4 PARCEL 2 Design Engineer: 0019 Flattop Technical Services Owner Name: MarkMowery Owner Address: PO Box 520947 Big Lake , AK 99652-0000 Parcel ID: 017-091-04 Site Address: Lot Size: 108900 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the construction of: [] Disposal Field [] SepticTank ~; HoIdingTank [] 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. -Fhepit Well serving this property shall be upgraded to m6et municipal code requirements prior to the approval,of !he installation of this system. Received By: Issued By: Date: MUNICIPALITY OF ANCHORAGE Development Sen4ces Department On-Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Oct 29, 2001 Expiration Date: Oct 29, 2002 Permit Number: SW010453 =Legal Description: T12N R3W SEC 35 NE4NE4SE4NE4 PARCEL 2 Design Engineer: 0019 Flattop Technical Services Owner Name: Mark Mower~ Owner Address: PO Box 520947 Big Lake, AK 99652-0000 Parcel ID: 017-091-04 Site Address: Lot Size: 108900 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the construction of: [] Disposal Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage All construction must be in accordance with: 1. The attached approved design. 2. Ail 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 pit well serving this property shall be upgraded to meet municipal code requirements prior to the approval of the , installation of this system. Received By: Issued By: Date: Date: Municipality of Anchorage Development Services Dep. artment Budding Safely Division On-Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 995'19-6650 www.cLanchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLI'NG Parcel I.D. Property owner(s) Mailing address (1) Dy f'. o. Cot 5--'7_o?5,7 Mailing address (2) ~.~ ~ t<-~ ; Legal description (Lot, Block & Sub'&) Legal description (Section, Township & Range) Lot Size ~.~ ~... THIS APPLICATION IS FOR: ' Permit Number SW~) l~) q.~' ~ Day phone ~ Sewer Only Sewer and Well Sewer Upgrade THIS PROPERTY CONTAINS: Hot Tub Swimming Pool · Therapy Pool · Zip Code 9 ~'~'~"7_ Number of Bedrooms --~ [] Well Only [] [] Water Storage [] Jacuzzi [] Water Softening Unit [] I certify that the above information is correct. I fudher cedify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit Fees: ~ ~ C:D' ~ Waiver Fees: Date of Payment: 14)~ z..C' / O ! Date of Payment: Receipt Number: 11707 ~C', Receipt Number: (Rev. 17./00) OP NI &L SEffVtCE C~ & EN~ON~NT~ ENG~E~G * ~ERGY CONSERVA~N & ~O~RE F. MOORE, P.E. 14530 ECHO ST. PH: ~07) ~45-1355 ~CHO~GE, ~KA 99516 October 25, 2001 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 upgrade the wastewater disposal facilities on Parcel 2 of Section 35, T12N, R3W, S.M., located at 14420 Hosken St. Soils logs, perc test results, a site plan, design drawings and specifications are enclosed for your review. The proposed system will be constructed in the vicinity of test holes #2 and//31 As can be seen from the soil logs, the native material between approximately 3 and 7 feet is a gray gravelly silt with a measured pete rate of 24 minutes per inch. This is overlain by silt gravel and loam strata with measured pete rates of less than 5 minutes per inch. Angular gravel was encountered below 7 feet and then hard bedrock that could not be dug with a backhoe was encountered between 11.0 and 11.5 feet. Using a soil application rate of 0.6-gpd/sq. fi. specified in the wastewater ordinance for soils with pete rates between 16 and 60 minutes per inch, this 3-bedroom residence requires a total absorption area of(3 x 150)/0.6 = 750 square feet. The proposed 108-foot long trench design with 3.5' ofeffective gravel between 1.25 feet and 4.75 feet below ground level has a total absorption area of 756 square feet. The topography ofthe lot in the area ofproposed construction slopes gently towards the west at 5%. Because of the presence of shallow bedrock the total necessary trench length slightly exceeds 100 feet, but by "feeding" the trench in the middle the effective length ofeach trench segment is only 54 feet. The proposed project will have no significant impact on present or future water supply and wastewater disposal systems serving adjacent properties, nor will it have any significant impact on reserved space-surface and subsurface, or on drainage. While no formal lot survey has been found, it is apparent from available aerial photo-mapping that separation dista,nces from property lines will not be a problem. Please give me a call at 345-1355 if you have any questions on this submittal. Sincerely, Ted Moore, P.E. LOT 2 , T.H. , ,- '.,.. I I ~ .-' I I , INST~L I, I ', CONSTRUCT 108-FOOT LONG~ C.O. ~ ~DON SOIL ABSORPTION TRENCH W. 3.5' G~L BELOW PIPE I ~ o ~ ~ISTING ', ~ ~.S~L / ~ /SEPT~CTANK: 1000~LON-/ ~ ~.~ I · '.~ ~ ." a ",~*~ ..- ~3-BDRM:~ -. .. t m~ '.. ' ~ C~-35~ ~&~ ,' ' ..., : , ~ ', ~ WELL NO -.. / .. THE LOCATIONS OF F~TURES SHOWN ON ~IS..~/ .. SITE P~N AR ~ BASED ON M.O.~ PHOT~BASED~ -..-' U~P[N~. NC P.OPeRW CO.NeRS We.E--t ' ......... ~' ,; ~OUR I~ ERVAL: 20 ~ PARCEL 2, SEC. 3S, TI2N, R3W, S.M. ~ ~ WELL AND SEPTIC SYSTEM ~ SITE P~N ~ ~ 14~30 ECIIO S~ET D~WN BY TFM ~ ~ ~ ~CIIO~OE,~516 OCTOBER, 2001 ~ IS NOTA SURVEYED P~T. NOTE: THIS ~ ~L LOCATIONS SHOWN ARE APPROXIMATE. INSTALL FDN. C.O. -- INSTALL NEW 1000-GALLON -- CONSTRUCT 108-FOOT LONG SEPTIC TANK SOIL ABSORPTION TRENCH t W. 3.5' EFFECTIVE GRAVEL \ INSTALL DBL. C.O.-~/ 108' PLAN VIEW SCALE: 1" = 10' MONITOR TUBE ~ ~10 ~ PI~~ 1~- 2 1~ S~ G~L~ BOSOM OF ~CAVATIO~ SECTION"A"-"A" SCALE:l"=5' PARCEL 2, SECTION 35, TI2N, R3W, S.M. SEPTIC SYSTEM UPGRADE PLAN AND CROSS-SECTION FLATTOP TECIINICAL SERVICES ] SCALE: AS SIIOWN 14530 ECIIO STREET [ DRAWN BY: TFM ANCHORAGE, AK, 99516 OCTOBER, 2001 JTEST HOLE #1 J LEGAL DESCRIPTION: DATE PERFORMED: PERFORMED FOR: DEPTH -- (feet) 1- 4- 11 12 17- 18- 19- 20- COMMENTS: FLATTOP TECHNICAL SERVICES 14530 ECHO ST. ANCHORAGE, ALASKA 99516 SOILS LOG - PERCOLATION TEST Parcel 2, Se~on 35, TI2N, R3W, S.M. October 18, 2001 Mark Mowery SLOPE PLandloam GP/GM Black, somewhat silty sandy gravel Dry, loose when excavated MI/GM Gray gravelly silt Dense, moist near bottom of stratum GP Black angular gravel B.H. Bedrock Depth to Groundwater Date No_groundwater 10/I 8/01 "--I-VI o n~t~ ~ b~-d ry 10/25101 Date Reading Clock Net Time Percometer Net Deop Time (minutes) Reading (inches) 10/19 1Z'Presoak 27 1/2 Add water & start 11:42:45 23 3/8 #1 11:5255 10 19-318 4 Add water 11:53:--30 23-318 ~ 12:03:30 10 19 318 4 Add water 12~04~0 23~1_8 #3 12:14:30 10 19 318 4 2nd perc for T.H. #2 PERCOLATION RATE 3 (minutes/inch) PERC HOLE DIAMETER 5 TESTRUN BETWEEN 1.5 FTAND 2.0 FT This parc test was performed to assess the permeabitity of the shallow loamy soils at T.H. #2. The depth to bedrock is too shallow to aTIow constnJc'don of a conventional soil absorption system in the vicinity of T.H #1. PERFORMED BY FLATroP TECHNICAL SERVICES. I ~ ~ CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALI. STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: .. i/¢O'/' g-.C- ,/~__.),) TEST HOLE #2 J LEGAL DESCRIPTION: DATE PERFORMED: PERFORMED FOR: DEPTH ~ (fe~t) 5- 6- 7 8- COMMENTS: FLATTOP TECHNICAL SERVICES 14530 ECHO ST. ANCHORAGE, ALASKA 99516 SOILS LOG -- PERCOLATION TEST Parcel 2, Section 35, T12N, R3W, S.M. October 18, 2001 Mark Mowery SM Reddish sandy loam MI/GM Gray gravel/'/silt Lenses of cleaner GM above 4' GP Black, angular coarse gravel Easy digging in upper part of sb'atum SLOPE B.H. Hard Bedrock Depth to Groundwater Date No_groundwater 10/18/01 '--M(~ n R ~- ~b~-d ry 10/25/01 o, J Dele Reading Clock Net l~me Percometer Net Drop : Time (minutes) Reading (inche~) ...1_0118 1Z' Presoak 27 7116 11" r~soak 26 Add water & start 3:39:15 23 1/2 #1 4L09:15 30 2274 1 114 Add water 4:12 23 7_~/16 #2 4:42 30 22 1/8 1 5/16 Add water 4:42:15 23~-/2 - #3 5:12:15 3(~ 22~1'/4 I 114 PERCOLATION RATE 24 (mlnutesJinch) PERC HOLE DIAMETER TESTRUN BE'WEEN 2.75 FTAND 3.25 FT Cleaner GM material not encountered in perc test hole. PERFORMED BY FLATTOP TECHNICAL SERWCES. I~'"" "~/'~.4~,(~._ ~ CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: /O/~..~' ~' O/ JTEST HOLE t/3 J LEGAL DESCRIPTION: DATE PERFORMED: PERFORMED FOR: DEPTH (fee) 1 2- S- 4- 5- 6- COMMENT~: FLATTOP TECHNICAL SERVICES 14530 ECHO ST. ANCHORAGE, ALASKA 99516 SOILS LOG -- PERCOLATION TEST Parcel 2, Section 35, T12N, R3W, SM. October 18~ 2001 Mark Nlowery SM Reddish sandy loam GM/ML Silty gravel Indistinct ~'ansitJon to underlying layer MLIGM Gray gravel/y silt Dense, lenses ofsi/ty gravel GP Coarse angular gravel and cobbles Hard digging wi~ backhoe SLOPE B.H. Hard Bedrock Depth to Groundwater Date ~N0_groundwater 10/18/01 --M~n~t~-~b~-dry 10/25101 Date Reading Clock Net Time Percometer Net D~op Time (mlnute~) Reading (inches) 10118 12" Presoak 31 Add water & start 4:14 27 118 #1 4:29 15 23-~18 3 314 Add wa[er 4:29:30 27 118 ir2 4:44:30 15 23 1/4 3 7/8 Add water 4:45 27'~/16 #3 5:00 15 2~-114 3 15116 PERCOLATION RATE 4 (minute~lnch) PERC HOLE DIAMETER 5" TEST RUN BETWEEN 3.5 FT AND 4.0 FT PERFORMED BY FLATI'OP TECHNICAL SE RVlCES. I ~.,~ J~ '//7.~*.,,*.~L_ CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: GRE' rER ANCHORAGE AREA BOP' UGH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAMEf~/~ _/'./'~..~'/~2/~ ~'-//,-/ MAILING ADDRESS /7/~d~-/~_~ ~'-~"'~ ~ PHONE LOCATION ~/~'~' /_~L~/./_j" ~/-~'~ LEGAL DESCRIPTION ~-_~-B~.~'~, ~-~/.~/~,'~>./~-),~, SEPTIC TANK: DISTANCE .-'~/~/ /~.~./.~-~ NUMBER OF FROM WELL/'/~ /'~ MANUFACTURER ~'~/'~/'-/-~J'~ MATERIAL~2/,P//~/~/~ COMPARTMENTS INSIDE LENGTH ~ INSIDE WIDTH -- LIQUID DEPTH -- LIQUID CAPACITY ./'/g~ /~ GALLONS. SEEPAGE PIT: /'.~ ~ ~ ~/~4/~//~.//~-.~. NUMBER OF PITS // . DIAMETER ~-OR WIDTH ~, LENGTH~"~, DEPTH LINING MATERIAL ~d~Z'/~~''~-~ CRIB SIZE: DIAMETER"~ DEPTH ~ DISTANCE FROM: /~'-~Z, TOTAL EFFECTIVE BUILDING FOUNDATION 7~- , NEAREST LOT LINE~'~ / ADDITIONAL ABSORPTION WELL/~ ~-- ABSORPTION AREA (WALL AREA) ~/~/' SQ. FT. WELL: TYPE //~'~////~//-~'~ CONSTRUCTION .~'~./~/'/~/~'~ BUILDING ~, NEAREST /--< ~/--~ NEAREST FOUNDATION ./~ LOT LINE ~ ~'-~', SEWER LINE C ESSPOO L///~2/;/z~ APPROVED DISAPPROVED. DEPTH ~'~"'~'"~:' ' ~ DISTANCE FROM: SEPTIC ~_ SEEPAGE ~ TANK /~", SYSTEM /~ REMARKS DISTANCES: INSTALLED BY: PIPE MATERIAL: LOT SLOPE: DIAGRAM OF SYSTEM · ,~.~ .~'~ ~ ,, .:,,.~ ~.. ~-., .. ~..~.,. ~ Form NO, EQ-031 GReATEr ANCHORAGE Area BorouGH DEPARTMENT OF ENVIRONMENTAL QUALITY "0-0 I ~'" PERMIT NO, SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT INSTALLATION LOCATION COMPLETION DATE ANTICIPATED "INIMU" DISTANCES, REQUIREMENTS SEPTIC TANK TO SEEPAGE PIT WALL SEPT{C TANK TO NEAREST LOT LINE. WELL TO SEPTIC TANK DRAIN FIELD /5/ /~ ~ . SEEPAGE P,T /'~ ~'~ WATER MAiN TO SEPTIC TANK DRAIN FIELD SEPTIC TANK· . SEEPAGE PIT TO RIVER, LAKE. STREAM. · SEEPAGE PIT CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. I CERTIFY THAT ] AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO, 28-68 AND THAT THE A~OVE DESCRIBED SYSTEM IS IN ACCORDANCE WiTH SAID CODE. ,EATER ANCHORAGE AREA BORO DEPARTMENT OF ENVIRON~!ENTAL QUALITY 3500 TUDOR ROAD ANCHORAGE, ALASKA 99502 m Performed For b~/~ -~-~ Date Perfor ed /~Le~al Description: ~ot__Block __Subdivisi°n .... (,~.~his Form Re~orts Soils Log ~ ......... Percolation Test Feet Soil Characteristics CASE # .Was Ground Water Encountered? ~ .... If Yes, At what Depth? Readin~ Date Gross Time Percolation Rate Ninute Proposed Installation: SeeDaqe Pit Depth of Inlet Depth Net Time Depth to H20 Net Drain Field To Bottom Of Pit Or Trench Dronl Test Performed By ~ __ Data Certified By:_~"'~. ~ .]~ · Date: