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390 Septic Plan and COC 1999 tin E E ` II t' THE COMMONWE?LTH OF MASSACHUSETTS S-3 1 �J ^ lD MASSACHUSETTS �� lv LIF PR 3 0 199P fQ>e>c# kni Df QlIImplintir.e I ..-.-.-- - H! 4W ° CERT t ahen-site Sewage Disposal System installed( or ree /repace 0Pir •b CoD 1< i for jd+Ma� itaciu-2 at 39 r a PYA "1-44) ' has been constructed in accor ie ith the provisions of Title 5 and the for Disposal System Construction Permit No. a�7�j dated /� Use of this system is conditioned on compliance with the provisions set forth below: The issuance of this certificate hall of be construed as a guarantee that the system will function as esigned. This Certificate expires on - , ��D/ • DATE . Inspector -W----tie--- .— cE 'I FEE 75 rmr-, ,U C(_➢MMONWFAL_TH OF MASSACIIUScTT: m �� cc-,. Board of Health, 7`DGIA. DISPOSAL SYSTEM CONSTRUt TION PERMIT Permission is hereby/J/ ran ed to; Construct O epair( ) I Jpgrade( ) idou( ) an individual sewage disposal system at �Yt 7/ �3 - as described in the application for /�'If� Disposal g stem Construction Permit No. .3'1 7 Orn. ,dated y Provided: Construction shall be completed within three years of the date of this�.m Al,loca conditions ust be met. Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date.�1 /1,/ ioard of I lealth _ /407X� , . i SewageDisposal System for James Reinle Coles Meadow Road Northampton, MA Assessor's Map 8 Parcel 3 2D Note: Board of Health approval of this c:,‘. � plan required before a licensed contractor 2 can be retained to install system. Contractor *131564, not to start work until approved Disposal Works Permit has been obtained. '(4r of y). of the rL:.az,,p Boa baard If 1fe subject to the following conditiOn§c Design Engineer must inspect David E. Keates, P.E. and verify in writing that the sewage disposal system Consulting Civil Engineer was installed in accordance 102 Russell Street with these approved plans. Sunderland, MA 01375 Tel: 413-665-7670 Page 1 of 15 ' J � t t t . — James Reinle *::::5::• ' Coles Meadow Road _ y Northampton, MA• EASTHAMPTON QUADRANGLE MASSACHUSETTS Sheet of 15 IF MASSACHUSETTS 7.5 MINUTE SERIES (TOPOGRAPHIC F PUBLIC WORKS 1 ?2°: 693 290000;FEET 694 GREENFIELD _�, r �:. '1,' i 1, � i e — - rr o , t �' „ pSBURG7 � // ! . • ,I'!F ' � � � � 1 X11 �/•./t^ ° ,� Jr N ;,/,) A 1�►v/,�/ ( � !� VU L /� tet' p4 i�; V. ....;\\\._,__ y 1 ., AVVI ., •--- --:.1 *4 1 '-- 1/.,.i. -41 v-z.,,..--ee ..- .: .. ,,..,- ..„... „ /-• . ' ''t.i,. „2:.,2 ' ---\.1.., '"-..:4)\)\), i .•,.. ,.,.:-:, 01--p--...„ --r.. ift - ...z• al:I 102.7.-.,-- • rk 0°1 ',3k. It - h •,'„, ii,/,',-. 7..3oLvSi--•?-.'..:;--• !-."-t.4.----- czi •A dkra S. . 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OF BEDROOMS: 3 OTHER: OFFICE REVIEW: • PUBLISHED SOIL SURVEY: MAP NO.: 10 YEAR PUBLISHED:1981 PUBLICATION SCALE: 1: 15 840 DRAINAGE CLASS: SOIL LIMITATIONS: CO. BOOK Hampshire Central Part SOIL MAP UNIT: SURFICIAL GEOLOGICAL REPORT: YEAR PUBLISHED: PUBLICATION SCALE: GEOLOGICAL MATERIAL: LANDFORM: USGS MAP: Easthampton Quadrangle SCALE: 1: 25 000 DATE: Photorevised 1979 FLOOD INSURANCE RATE MAP PANEL NO. Community Panel 250167 0002A DATE: 4/3/78 ABOVE 500 YEAR FLOOD PLAIN NO X YES WITHIN 500 YEAR FLOOD PLAIN X NO YES WITHIN 100 YEAR FLOOD X NO YES WETLAND AREA: NATIONAL WETLAND INVENTORY MAP: SCALE: 1: 80 000 WETLANDS CONSERVANCY PROGRAM: CURRENT WATER RESOURCE CONDITIONS MONTH RANGE ABOVE NORMAL NORMAL BELOW NORMAL OTHER REFERENCES REVIEWED: Sewage Disposal System James Reinle SOILS EVALUATION FORM Coles Meadow Road 1 Northampton, MA Sheet 3 of /5 ENVIRONMENTAL PLANNING ASSOCIATES PO BOX 351 SOUTH DEERFIELD 01375 413/ 665-7903 TITLE 5:DRAFT PRINT SEPTEMBER 20, /993 APPENDIX 4 PAGE 2 DATE: 9/17198 LOCATION: Coles Meadow Road, West Side NAME: Walter Michalowski JOB NO.: ON-SITE REVIEW DEEP HOLE NO.:1 DATE: 8/20/98 TIME: 10:30 A.M. WEATHER: Clear LOCATION: LOT 3 (SEE SITE PLAN) LAND USE: Forested SLOPE: 2% SURFACE STONES: None VEGETATION: Mixed conifer& hardwood forest LANDFORM: Outwash Plain POSITION ON LANDFORM: DISTANCE FROM: OPEN WATER BODY: >500' DRAINAGEWAY: >100' POSSIBLE WET AREA: >100' PROPERTY LINE: 33 ' DRINKING WATER WELL: None OTHER: DEEP OBSERVATION HOLE LOG Depth from Soil Horizon I Soil Texture Soil Color Soil Mcttling Otherture,stones, Boulders,Consistency,% Surface(inches) I (USDA) (Munsell) Gravel) 0-4" 0 4-12" A Sandy 10YR/2/2 None Loose, fine sand Loam 12-48" B Sandy 7.5YR/3/3 None Loose structureless sand Loam 48-60" C1 Coarse 2.5YR/4/2 None 40% Cobbles sand 20% Stones to 2 1/2" 40% Coarse sand 60-107" C2 Coarse 2.5YR/4/2 None 40% Cobbles sand 20% Stones to 2 1/2" 40% Coarse sand PARENT MATERIAL: Proglacial outwash DEPTH TO BEDROCK: >107" DEPTH TO GROUNDWATER: STANDING WATER: None WEEPING FROM FACE: None ESTIMATED SEASONAL HIGH GROUNDWATER: >107" g Sewage Disposal System James Reinle Coles Meadow Road Northampton,MA SOILS EVALUATION FORM Sheet 11 of /5 2 • , • . • 0 ENVIRONMENTAL PLANNING ASSOCIATES PO BOX 351 SOUTH DEERFIELD 01375 4131665-7903 TITLE 5:DRAFT PRINT SEPTEMBER 20, 1993 APPENDIX 4 PAGE 2 DATE: 9/17/98 LOCATION: Coles Meadow Road,West Side NAME:Walter Michalowski JOB NO.: ON-SITE REVIEW DEEP HOLE NO.:2 DATE: 8120/98 TIME:10:00 A.M. WEATHER: Clear LOCATION: LOT 3 (SEE SITE PLAN) LAND USE: Forested SLOPE: SURFACE STONES: VEGETATION: LANDFORM: Outwash Plain POSITION ON LANDFORM: DISTANCE FROM: OPEN WATER BODY: >100' DRAINAGEWAY: >100' POSSIBLE WET AREA: >100' PROPERTY LINE: 60 ' DRINKING WATER WELL: None OTHER: DEEP OBSERVATION HOLE LOG Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(inches) (USDA) (Munsell) Mottling (Structure,stones,Boulders,Consistency,% Gravel) 0-4" 0 10YR/4/4 None 4-13" A Sandy 10YR/4/4 None Friable, little structure Loam 13-30" B Sandy 10YR/5/3 None Friable, little structure, no stones Loam or gravel 30-44" C1 Fine 10YR/4/6 None Friable, many fine roots to 44" Loamy Sand 44-84" C2 Fine 10YR5/2 None Compact in place, very friable, no Loamy stones or gravel Sand PARENT MATERIAL: Proglacial outwash DEPTH TO BEDROCK: >84" DEPTH TO GROUNDWATER:STANDING WATER: None WEEPING FROM FACE: None ESTIMATED SEASONAL HIGH GROUNDWATER: >84" LSRD6697 Sewage Disposal System James Reinle Coles Meadow Road Northampton, MA Sheet S of /5 SOILS EVALUATION FORM 3 � 1 SOUTH DEERFIELD 01375 413/ 665-7903 TITLE 5:DRAFT PRINTED SEPTEMBER 20, 1993 APPENDIX 4 PAGE 3 DATE: 9117198 LOCATION: Coles Meadow Road, West Side NAME: Walter Michalowski JOB NO.: TABLE DETERMINATION FOR SEASONAL HIGH WATER METHOD USED: DEPTH OBSERVED STANDING IN OBSERVATION HOLE None to 107" INCHES DEPTH WEEPING FROM SIDE OF OBSERVATION HOLE None INCHES None INCHES DEPTH TO SOIL MOTTLES 84" & FEET GROUND WATER ADJUSTMENT INDEX WELL NO. READING DATE INDEX WELL LEVEL ADJUSTMENT FACTOR ADJUSTED GROUND WATER LEVEL PERCOLATION TEST DATE: OBSERVATION HOLE# : See Board of Health Record See Board of Health Record y ord for Tests performed by pe T. Maginnis on May 18, 1994 T. Maginnis on May 18, 1994 (attached hereto) (attached hereto) Rate <2mpi Rate<2mpi DEPTH OF PERC: START PRE-SOAK END PRE-SOAK TIME @ 12" TIME @9' TIME ©6' TIME (9"-6") RATE Min/Inch DESIGN RATE: SITE SUITABILITY ASSESSMENT: Q SITE PASSED ❑ SITE FAILED ADDITIONAL TESTING NEEDED: PERFORMED BY: PETER LA BARBERA CERTIFICATION NO. JUNE, '97 WITNESS BY: Peter McEriain I CERTIFY ON JUNE 1997 I HAVE PASSED THE EXAMINATION APPROVED BY THE DEPARTMENT OF ENVIRONMENTAL ONSISSTENT WITH PROTECTION REQUIRED TRAINING, EXPERTISE,SE, AND EXPERIENCE DESCRIBEDME ABOVE ANALYSIS HAS BEEN IN BY C CMR 15.018(2). LSR06697 Sewage Disposal System • SOILS EVALUATION FORM James Reinle 4 Coles Meadow Road Northampton,MA Sheet 6 of 15 / • - • OBSERVATION PITS• - . ) �- L'.REArG_yL. -. CY _:.3)_. -T .1I I�+- O ROAD . _........--_--_- -• '--_ ^HCl M�,i_�- . �Au 1 .�.,:lr...�si�. ^;_: ..,fat:►4:;t,a6;b ....: $ -'i_�h •.: L . . tea'.d Ld.1 . �`Q 1 es_r• itcier oad No -� ?t~r, Peg. San: :Timothy G_ Maq i nn i s r.e•_ Lic. no:_L9B2. • - . • \. ' _•may_ .�.r,.. • • lem ..-7:i v •• - _, - ' Co�cvf r9ea1t' Pater t•IcE: t ^! ` V��yL•S +jR ii� �M '•Y` •• .. . _ 1_ u3c-.1:-hoc Jpse atc.r: Y=C i l}5 __ lsgi:hc1.:.Q: 'I . _r,st_c.i Lit_5 ,APs*:-. i.r_..# E . 1 T. ' _ I ... I S'J3s:.;L j u• 4: _`qac.) 20„ —.. l GRAVEL, � ' , :i�0 SAND I jlI ACL { 84' 96 _� L - - ..___ ' Cr•aut7riwat er• _,$"__. Gr•oL:r•:t,.a Ler••_51'_,__ . Oxides:__ _.. Oxides:___. . _._ Perc: "te:---.....___.-. .. Pert:: rate? .-. ______.____ - _ .- u ? _ _ _ ----•- _ BE( OA:. 1:35 Pr: i 1 w.; 1:50 PM 1:50 PM ' '2 i i , 1:51 PM l s'V;3:Gv.. ::4' t e,. 1:53 PM 1 i ; ~ S.. PM i 1 „� r i• '' '. :55 PM / ' 'r 's iii <-C I .4.' - SO" j'' -.._ .-.. 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"' . _ E 1 ✓" y— r ���_t4 —3� AtaA •,.3 `�', •1 • ' ..1, r• r . .L} ,....: . .• . ' _• �,iG9;y1�►;a� m /\' <' • t V. F K c 1././T.Z 4th ir, .�_� '�s17.` ,I s�1(( J 'kr / x r/ °�r ` (1 ^f ��_`, • ,�o.f- ' •s % - 7'2 tib •'.s 1 �7bN 0q a s,. • +�`a.+2 ,. ^,• •i,r 4.,""' OC Gfr 00 �1c^`�t♦y',� '•1..�..Pj i ?'. . ��1N� N Ai �r oT ^.' �C'{;1�, 4:. f`. ,d' 'r� '�s� 4'o . Vim' �J.. 11 L't'taS a�`. P r r' �, _ 41M � � n • 7Sf• 1g€' /.7 rc •• / �•' * • - � ^ 5 •••; •�:'-' •11.7''•' ;,h ` -6",,: , .',. •,,,--:17'-t- ...•, C :',i�'J,/�� •c'.'"1...."s"..-‘,.. Li�11'1'-''. ':r .1d, •it' �.S-�(-1.~.�( 14:4.J 1'YlJ fO••111YJv .r•.”.• __. .. .__ List of Innovative / Alternative 8yetema. A February 12, 1996 CULTEC Cultec , Inc . , 878 Federal Road, Brookfield, CT 06804 Tel . (20? ) 775-4416 Description: alternative leach field without atone The Cultec is an open bottom leaching: chamber molded from high density polyethylene. It ie intended to be used without stone instead of a conventional leaching field. Statue: The Cultec has been Certified chamberGeneral provideeUse. the When used in a trench configuration, following effective leaching area : ., ice_,, Contactor 75 23 . 0 square' feet " r :f• *+ • Contactor 100 28 . 7 - square feet: Contactor 125 31.8 square feet ° . Recharger 180 39 .1 square feet:: :••' --..•.: •• - Recharger 330 60 . 0 square feet {; Approval Process! r 1 . Where a conventional Title 5 eystein, can be installed on the property: Disposal System Construction Permit from the local approving authority. No application :to -DEP required, unless variances to Title 5 are needed. in- which case apply to the regional office of DEP using' application form BRP WP 59b. 2 . In areas euhject to th•a Nitrogen. limitations of Title 5 : Loading on the lot cannot exceed 440 gallons per day per acre . If used with a nitrogen reducing technology, the nitrogen credit nal System the approval process for that=,.technology apply. Construction Permit from the,iIocal.•approving authority. 3 . Remedial situations : Disposal System Construction Permit from the local approving authority. If within the authority of Local Upgrade Approval, no applicatiion�ttOReEP is slrequired. If DEP P uaing variances are needed, apply 4 application formr. BRP WP 59b. SL" Wle %` ';!td :r:3 Sewage Disposal System ;;;;f; _ c:;. James Reinle Coles Meadow Road .f i*: _, Northampton, MA Sheet 9 of /5 .r�y�;= r. . Page: 11 Leaching System Design Using Cultex Recharger Model No. 330 Unit to be capable of withstanding H10 loading ✓ H2O loading Structure iiNGLE FAMILY NouS& Design Flow / / O gal/day/bedroom �QED' QIP\fOLK Number of bedrooms 3 • No.315&4 Design flow 33 0 gallons per day r' ofw . Garbage grinder to be used yes 1-"/ no AIPLAij • - i If yes, increase flow by 50% Revised design flow (1.5)= gallons per day Increase flow by 50 % per local B.O.H. regulations Revised design flow 3 3 C) X 7. 5 = 9'5 gallons per day Percolation rate from percolation tests = < 2. minutes per inch Design rate chosen = s minutes per inch c`.4ss 1 Spic Area required = V9 5 gal/day = C ' / sq.ft. 7'/ gal/day/s sqq.ft. No. of units required = G C / sq.ft. =/''Sunits, say /, 0 sq.ft./unit Total trench length = /Z units ((,• 1>ft./unit) = 7 5 feet Use 02 trenches 3 ?. S feet long= 7 5 feet Units per trench = 3?• 5 ft. = ` units •2 5 ft./unit Revised trench length = units X feet/unit= feet PROJECTSheet f() of i,5 David E. Keates, P.E. Sewage Disposal System James Reinle Consulting Civil Engineer Coles Meadow Road 102 Russell Street Northampton,MA Sunderland, MA 01375 Tel: 413-665-7670 4 I 'TYPICAL Jl•Xl 1C 1 ANK j Liquid depth . Depth of outlet in septic tank tee below flow „,.i.) line O� Length 1 5' 19" 6' 21+" f ! - - - - - — - - 7' 29" V . `a -a _ _ G ,tip 3 f • 11' { L Provide 3" air space PLAN Finish grade elev. 1. above tees 1 9"min. 4 i'" * j 1 1 • ,,, Inlet Outlet 6"min. 3" ^� 1 Flow inv.elev._q 7' 47 inv. elev.g1''LZ _ - 7.01s~ 1 ft.min.above a • s c-,..-1 max.observed y *--Biotube water table r L Effluent 123 ea Filter x s, . i :: . • ,. '°' ic - 6" min.--J CROSS SECTION Undisturbed subgrade NOTES: 1. Septic tanks should be inspected at least annually and when the total depth of scum and solids exceed 1/3 the depth of the tank,the tank should be pumped. 2. Backfill around the tank shall be placed in even layers on all sides of the tank and in such a manner as to prevent damage to the tank. 3. Tanks shall be installed on a 6 in.min.layer of crushed stone leveled to grade and thoroughly compacted to the satisfaction of the Engineer. 4. Contractor shall provide a written certification that tank conforms to State and Town Board of Health specifications and regulations. 5. Tank and cover shall be capable of withstanding 1120 loading. yes 4"1410 If no,tank shall be capable of withstanding 1110 loading. 6. Inlet and outlet tees shall extend to cleanout openings and shall be constructed of cast iron, schedule 40 PVC pipe or cast in place concrete. 7. Rectangular tanks shall have a min.inside length to width ratio of no less than 1.5 to 1.0. 8. At least 3-20" dia.manholes with readily removable impermeable covers of durable material shall be provided. 9. Access ports shall be placed at the center and over each inlet and outlet tee. 10.Center access port shall be accessible within 6 in.of final grade. Sheet of PROJECT Sewage Disposal System 1 David E. Heater, P.E. James Reinle Consulting Civil Engineer Coles Meadow Road - 102 Russell Street -- Northampton,MA Sunderland, MA 01375 Tel: 413-665-7670 First-Line Defense for Your Septic System a rv:\ti l'it a 3lssa �tCcr _ ! 4 a,._ Iz Off M 1 , 'f s. t _ - i aim i- 4 .7: ' °A\(CI: t<., i. • 1V 1. -^ '''.;....ti.te.._:',.. .-::;: t' .1' ,...„_, ker. -,..„).....).,:• , . . . ....... ,.;„, (w-LMS.ne:ow.Mia nii•M t.el-V amr eweevereet You ve put vow money for HOW It Works Once the effluent has been filtered- your reputation)into a dvougA the B ion.hes.a lbws quatrty septic system. Effluent hon he re actieN clear through the modulating orifices at - Sizes and Applications U S Protect vow investment vents zone of Ore septic tank.between era Dudes of the firer. OSrs advanced(Amon the scum and the sludge layers. flbecomes If inflow Decnei temporarily technology. emirs the Biotube•Effluent Alter enflne the fluid level in the Q Diameter through as inlet holes Best tot moa tescential The OSI Biowbe"'Effluent Filter tank vntl rue as due modulating dramaocaey,mproves the EtPuent then enters the space orifices slow ttte Maw e,rougA the ppfica;,ons Quaky o1 effluent discharged between d,e housing and tank.auowng maximum sidling of _ _ horn asepuctankbyprevenDng Biowbes.utiliOngheentue soi.Cs. w 6 and 8 Diameter large solids from leaving the screen surface lot(hiring. Ideal for targe retidenza! •poi Catton.such as Large homes or tank • Particles larger than lir are - dupkeet,or:or sinal commncial detantd n Or.Mince space, :c=: ._.••. flows. where coremed deccenoosmon • . : • . d orgadc malarial occurs. . ••"1:• �,yl I I ..•—:_._, 1 "-;...•. 12"and 15"Diameter •is;:. '�.�• I: �: s FrLar;ercommercialcows. +)}!.: 3 —* • T'i -�.,%. Mufapte fibers maybe used m t.72.� y1• ;�•'• accommodate Larger flora )-=, - T • =-: I r'` - - Excellent for. —111 • Gravity Septic Tank 1 Filters INSTALL AT SEPTIC • TANK OUTLET Efluem Pumping ON SCH 40 PIPE. •, - Systems IMMO • Dosing Siphon Syatn es ' •Grease Trap Fitters •Industrial Process ing 16 MAINTENANCE: G��, ,te; GS EACH TINE THE SEPTIC TANK IS PUMPED, flemeda to LIFT OUT THE FILTER CARTRIDGE AND HOSE OFF THE SCREEN. DSI Biowhe-Effluent Free are •Variable-grade sewers THE FILTER WILL CLOG IF TT IS NOT a.ailebleieseveral diameters. REGULARLY MAINTAINED. suitable loravariety el Customdes.gnsavailable to applications. stoutly specialized needs. 1- DIAMETER INLET HOLES r..dd models skews Biotube' WASTEWATER TECHNOLOGIES, INC A leader in on-site wastewater systems. Effl uentPhone&Fax(802)869.3219 P.O. Box 80 Saxtons River,�'T 05154 Filter - PROJECT Sewage Disposal System Sheet }2 of }S David E. Keates, P.E. James Reinle Consulting Civil Engineer Coles Meadow Road 102 Russell Street Northampton, MA Sunderland, MA 01375 Tel: 413-665-7670 .� Typical Distribution Box . T--- fTl.o Pc Td TRt NCN 2 N. - IPS. \ .111000001001 1 ...---....r. ,I I 1 7 0 qCC) ®101 1 -r- -L:,- iii -11----t=J Zy b 7 c ..r.7 5 � Cj- G +.4 ,� PLAN QGI,( oE. > ,c� ' Zil o. 315sa N ,‘ 5" dia. outlets • 444/OF Q�' \°1 � �'/OF 11P� � ,�ti \ 1 V r r` '" ( 5" DIA. INLETS t SECTION ELLYATIQN Notes: 1. The minimum wall thickness for reinforced concrete shall be two inches. 2. The invert elevations of all outlets shall be equal to each other and located at least two inches below the invert elevation of the inlet. 3. Cover of distribution box to be watertight. 4. There shall be a minimum sump of six inches as measured below the outlet invert elevation. 5. The minimum inside dimension of the distribution box, regardless of material, shall be 12 inches. 6. When the soil absorption system is to be dosed or when the slope of the inlet pipe exceeds 0.08 feet per foot, an inlet tee, baffle or splash plate extending to one inch above the outlet invert elevation shall be provided to dissipate the velocity of the influent. 7. Distribution box shall be installed on a level stable base that will not settle. - 8. Distribution box to be placed on a 6 inch layer of compacted 3/4"-1 1/2" stone. 9. Distribution box outlets to be laid level for a distance of 2 feet, then sloped to leaching system. 10. Distribution box shall be capable of withstanding H-20 loading. yes `/no 11. To insure proper distribution, all lines must discharge equally. Testing will be done with water, prior to final inspection and/or at the final inspection in presence of the engineer. PROJECTSewage Disposal System i3 Sheet of IS David E. Keates, P.E. James Reinle Consulting Civil Engineer Coles Meadow Road 102 Russell Street Northampton, MA Sunderland, MA 01375 Tel: 413-665-7670 r 'V Septic System Profile 0 • C- PI C) 0 0• wrf) Top of foundation • • • y 9 tro / . Finish grade /G f 1 - 99. 5 1 O /2.- •=t g...5 ± R. O'b A . ec\-\-.7 a CO3 0. 1-4 S l_ 2 i ..-12" min. -�� L 1___._-- "D" Box 1 2 /.y i ' Infiltrator4 ______t 1,________r___ inv. ' 4 • .� -1------- .�- Li l.� I_1 Fa, inv.4 7 •i 7 '4 Precast Concrete inv. ?7 o i--97 o vti, QTS inv.97.y7 Septic Tank inv.~9�•0 3 7 S PJ+.~..... tSv° G-AL inv. 77.22 r 95. 0 2 -911-4' — Bottom Elevation --z 0 l!1 NOTES: 1. The grade above and adjacent to leaching trench shall slope at least 2.0% to ____ ••-3 It c 0 0 prevent accumulation of surface water. a .i-�.' o N g e 2. The bottom of each leaching trench shall be level at the elevation specified. E 44,N,Fi- g a 3. Pipe from foundation wall to septic tank shall be schedule 40 PVC or ' p� , M equivalent and have a minimum grade of 1/4" per foot. kNom �C 4. Pipe from septic tank to "U" box shall be schedule 40 PVC or equivalent and �31564 $' � � n have a minimum grade of 1/8" per foot. P� eraii+ 5. All piping shall be 4" diameter. 411')/ aj-6.-. ;,� . 3AcKFILL ARou ►�D INF'ILTRAToR,,S TO TO P PoN4 • , VI 00,0, r vJ1TF-4 TITLE S c5/AND • �t Yl 1 `1