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Perc Tests• 'harmer Engineering Corp. civil engineering & land surveying 39 MT. TOM AVENUE HOLYOKE, MASSACHUSETTS 01040 413/533-7276 DATE WOODBROOK PERC TESTS BOOK 506 SOIL LOG WATER PERC RATE REMARKS V--V56 14-29-85 6" Top Soil 24" Silt 36" Sandy Till 36" Clay Total Depth 8% ' " V 2 From Page #6 Perc # 1-85 4-29-85 6" Top Soil 30" Silt 30" Sandy Till 43" Blue Clay 60" 2 From Page #6 Perc # 2-85 5-23-84 15" Loam 65" Fine Sand 54" Varved Clay Total Depth 11' Not Found 2 From Page #2 Perc #10-84 4-29-85 12" Top Soil 18" Sandy Subsoil 24" Medium Sand 24" Silty Till 36" Clay Total Depth 9 ' 52" 3 From Page #6 Perc #4-85 4-24-84 4" Top Soil 24" Sandy Silt 36" Tight Silt Sand Total Depth 91/2 ' 60" 5 From Page #1 Perc #7-84 4-29-85 B" Top Soil 3" Sandy Subsoil 24" Medium Sand 24" Varved Silt 24" Silty Till Total Depth 8 ' 48" 2 From Page #7 Perc #6-85 5-8-85 3" Top Soil 16" Silty Sand Subso 24" Course Sand 65" Silty Sand Total Depth 9 ' 54" 1 2 From Page #5 Perc #7-85 'armor Engineering Corp. civil engineering & land surveying 39 MT. TOM AVENUE HOLYOKE, MASSACHUSETTS 01090 413/533-7276 DATE WOODBROOK PERC TESTS BOOK 506 SOIL LOG WATER BELOW SURF. PERC RATE REMARKS '15-8-85 1 3" Top Soil 24" Sandy Subsoil 72" Silty Sand 30" Silty Till Total Depth 10' 112" 2 From Page #5 Perc #8A-85 4-29-85 6" Top Soil 24" Sandy Subsoil 72" Silty Sand Total Depth 83 ' 94" 2 From Page #6 Pere #9-85 - 5-8-85 3" To Soil 18" Silty Subsoil 39" Med. Sand w/silt 60" Sandy Till Total Depth 10 ' 96" 2 From Page #5 Perc #10-85 5-8-85 3" Top Soil 24" Silty Subsoil 81" Sandy Till otal Depth 9 ' 96" 3 From Page #5 Perc #11-85 5-8-85 1" Top Soil 1" Silty Subsoil 6" Sandy Till 4" Silty Till otal Depth 91' 82" 2 From Page #6 Perc #12-85 5-25-84 :" Loam 8" Clean Fine Sand 8" Fine Compact Sand otal Depth 9 ' 96" 2 From Page #2 Perc #17B No perc at this time No perc at this time No perc at this time rmer Engineering Corp. civil engineering & land surveying 39 MT. TOM AVENUE HOLYOKE, MASSACHUSETTS 01040 413/533-7276 DATE WOODBROOK PERC TESTS BOOK 506 SOIL LOG WATER BELOW SURF. PERC RATE REMARKS 5-25-84 18" Black Loam 36" Sand 24" Grey Clay Sand Brown Sand Total Depth 9' 2" 70" 2 From Page #4 Perc 37B 5-25-84 12" Loam 36" Brown Sand Gray Sand Silt Total Depth 8 ' 48" 2 From Page #4 Perc #36B-84 5-8-85 3" Top Soil 21" Silt 32" Sandy Till 54" Red Silty Sand Total Depth 91' Oxidation Layer 48" Water 70" 2 From Page #5 Perc #20C-85 4-29-85 12" Top Soil 24" Sandy Sub Soil 24" Silty Clay Total Depth 5 ' 48" 2 From Page #6 Perc #18-85 4-29-85 12" Top Soil 18" Silty Sandy Soil 84" Coarse Gravel Total Depth 9A' 50" 2 From Page #6 Perc #19 4-24-84 14" Loam Sand Fine Gravel Total Depth 7 ' 60" 2 From Paee #64 Old Log Book Perc #35 No Perc at this ti 5-8-85 12" Top Soil 60" Firm Gray Sand 24" Varved Silt Total Depth 8' None 2 From Page #5 Perc #22-85 e wrmer Engineering Corp. civil engineering & land surveying 39 MT. TOM AVENUE HOLYOKE, MASSACHUSETTS 01040 413/533-7276 DATE WOODBROOK PERC TESTS BOOK 506 SOIL LOG WATER ELOW SURF PERC RATE REMARKS 5-8-85 10" Top Soil 48" Fine Silty Sand 36" Varved Silt Total Depth 7 ' Oxidation Layer 56" 5 From Page #5 Perc #22A-85 5-9-85 3" Top Soil 12" Silty Subsoil 48" Fine Silty Sand 12" Varved Silty Clay Total Depth 6 ' 2" 70" 2 From Page #7 Perc #23-85 5-24-84 12" Loam 12" Silty Sand 6" Sand 48" Silt Total Depth 7 ' 7" 58" 3 From Page #3 Perc #28-84 5-24-84 8" Top Soil 12" Subsoil Sandy Silty to ) Total Depth 8 ' 6" None 3 From Page 59 Old Log Book #27A 5-23-84 8" Loam 48" Med . Sand 54" Fine Sand Total Depth 9 ' 90" 2 From Page 3 Old Log Book 56 Perc #26 4-30-85 12" Top Soil 60" Light Sand 26" Silty Sand Total Depth 9 ' 4" 66" Layer Oxidation 108" Water 3 From Page 7 Perc #27-85 New 5-23-84 12" Loam 72" Fine Sand 36" Varved Clay Total Depth 10" 84" 2 From Page #2 Perc #11-84 I5-9-85 6" Top Soil 24" Silty Subsoil 72" Sandy Till Total Depth 8 ' 6" 72" 5 From Page #6 Perc #29A firmer Engineering Corp. civil engineering & land surveying 39 MT. TOM AVENUE HOLYOKE, MASSACHUSETTS 01040 413/533-7276 DATE WOODBROOK PERC TESTS BOOK 506 SOIL LOG WATER BELOW SURF. PERC RATE REMARKS 5-9-85 6" Top Soil 24" Silty Sand 42" Silty Till 12" Clay Silty to 108" Total Depth 9 ' 72" 5 From Page #6 Perc #29B 5-9-85 12" Top Soil 12" Sandy Subsoil 96" Mixed Sand Total Depth 9 ' 84" 2 From Page #7 Perc #31B Lew of Percolation Test Results for the Proposed Foodbrook Pub-division 'eter J. McFrlain, Agent Northampton Board of Health Test 1 2 Status Disapproved Approved 10 Approved 6 Disapproved 7 Approved g Approved Disapproved 23B Approved 22P Approved 21 Approved Remarks Board of Fealth records indicate groundwater seepage at 36". Groundwater at 56" requires special design of sewage disposal. system (and removal of loam/ clay above sand) . High groundwater. Groundwater at 60" requires special design of sewage disposal system. Not tested . Test site is approximately 350' from and anproximately 40' above the roadway. Test site is approximately 300' from and approximately 10' above the roadway. Groundwater at 52" requires special design of sewage disposal system: also, the test site is approximately 250' from and approximately 25' above the roadway. 20 Test site is approximately 125' from and approximately 35' above the roadway. 19 Groundwater at 64" requires special design of sewage disposal system: also, test site is approximately 600' from and approximately 25' above the roadway. 18 Test site is approximately 500' from and approximately 40' above the roadway. 17A Test site is approximately 600' from and approximately 40' above the roadway. 5 37 Board of Health records indicate groundwater seepage at 17": test site is approximately 250' off of the roadway. 6 36B Groundwater at 68" requires special design of sewage disposal system: test site is located approximately 500' from the roadway. 7 38 Disapproved Groundwater at 40". Apnroved Approved Approved Approved Disapproved Approved ew of Percolation Test Results for the Pronosed Voodbrook Sub—division Test l` Status 10A F 309 Disapproved _ Disannroved Disapproved Disapproved 13 Disannroved 30C Approved 29 Approved yg Approved 43 Disapproved 26 Annroved Approved 11 Approved Disannroved 12 Approved 13 Approved 14 Approved 14A Approved Remarks Pilch Groundwater . Not tested. Not tested . Not tested. Impervious soil.. Groundwater at 54" reauires special design of sewage disposal system. Poard of Health records indicate vroundwater at 4R"r site located annroximately 100' from road . Test site approximately -inn' from roadway. Groundwater at 42" . Groundwater at 60" renuires snecial design sewage disnosal system. of Not tested . Groundwater at 60" renuires snecial design of sewage disposal system. ' SURFACE RATE MIN /INCH LOT DATE SOIL LOG WATER BELOW PERCOLATION REMARKS '19 11y 1 MAY 23 8" LOAM NOT 7 1 /2 1984 40"SAND FOUND I ` 24"SANDY CLAY __ - �? 48 CLAY -.. TOTAL DEPTH 10 ' 2 TO BE DESIGNED TO BE 4 FT 2 MAY 23 13" LOAM-CLAY 56" ABOVE WATER LEVEL (FILL) 1984 56" SAND -) 52" CLAY At TOTAL DEPTH 9' 7 3 MAY 23 32" SAND 32" NOT HIGH GROUND WATER 1984 90" HARD CLAY NOT ACCEPTABLE TOTAL DEPTH 10' . - D 60.E 2 • 3 MAY 24 12 LOAM 1984 90" FINE SILTY SAND 3 P TOTAL DEPTH 8'-6" 40" NOT HIGH WATER TABLE CLAY 4 198 24 CLA LOAM NOT ACCEPTABLE 1.� A 1984 . CLAY 5 MAY 23 30" NOT HIGH WATER TABLE NOT ACCEPTABLE 5 MAY 24 12" LOAM 43" 2 WATER TABLE LESS THAN 4 FEET 3 NOTE ACCEPTABLE AT THIS TIME 1984 36" SAND " 6 MAY 24 10" TOP SOIL 43" NOT - WATER TABLE LESS THAN 4 FEET 1984 24" SANDY SILT NOT ACCEPTABLE AT THIS TIME SILT 7 MAY 24 4" TOP SOIL 60" • 5 1984 24" SANDY SILT i 1 36" TIGHR SILT SAND } TOTAL DEPTH 9'-6" 8 MAY 23 12" LOAM 60" 2 - TO BE DESIGNED TO BE 4 FEET 1984 48" FINE SAND ABOVE WATER LEVEL (FILL) Q 54" CLAY TOTAL DEPTH 9'-6" 9 MAY 23 12" LOAM 60" 2 TO BE DESIGNED TO BE 4 FEET 1984 48" MEDIUM SAND ABOVE WATER LEVEL (FILL) 21 24" SAND - TOTAL DEPTH 10' .6 H1d30 1V101 A C.) 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WYOI .9 h2 AVW 822 C 1115 786E HOB-0/le 3WI1 SIHH IV 31B3Id377V3 ION C 133i 7 NVHl SS31 318)41 9 WV01 „S 42 AVW tl22 31VM ION "O7 2 �� "9-28 H1d30 1)4101 ONVS "06 7861 2 ,.5S WV01 "EL h2 AVW L2 . 1 H1d30 1V101 .4 It ONVS „22 786E 2 .99 WV01 ..2L SE AVW 02 AV11 3O <I. 37)481 HJIM GNVS 786L _ 2 „79 WV01 "8 52 AVW 61, ( H3141/ NIW, 31V8 33V480S SNHVW3H 3NOI1V10783d M0130 831VM 901 1105 31VO 101 C. if i LOT DATE SOIL LOG WATER BELOW PERCOLATION REMARKS SURFACE RATE MIN /INCH 29 MAY 24 12" LOAM 60" 7 1984 12" SILTY SAND 48" SANDY SILT 30A MAY 24 12" LOAM 36" NOT WATER TABLE LESS THAN 4 FEET • 1984 36" SANDY SILT I . NOT ACCEPTABLE AT THIS TIME 302 MAY 24 8" LOAM 40" NOT WATER LESS AT THAN THIS TIMET 1984 40" SILT CLAY 30C MAY 24 8" LOAM - 54" 12 ABOVE DESIGNED TOO ( FILL)EET 29�3 1984 40" SILT i° " CLAY 31 MAY. 24 12"LOAM 38" NOT WATER TABLE LESS THAN 4 FEET 1984 36" SAND NOT ACCEPTABLE AT THIS TIME VARVED CLAY 32 MAY 24 12" LOAM NOT POOR SOIL 1984 36" SILT VARVED CLAY • 33 MAY 24 12" LOAM 50" NOT POOR SOIL 1984 36" SILT VARVED CLAY 34 MAY 24 12" LOAM 110" 2 1984 96" MEDIUM SAND TOTAL DEPTH 9'-2" ��6A MAY 25 BROWN SAND 36" NOT WATER TABLE LESS THAN 4 FEET NOT ACCEPTABLE AT THIS TIME 1984 36B MAY 25 12" LOAM 48" 2 . TO BE DESIGNED TO BE 4 FEET 1984 36" BROWN SAND ABOVE WATER TABLE (FILL) `Bf 1Dpt GRAY SAND SILT 37A MAY 25 BROWN SAND 36tl NOT NOTE S ACCEPTABLE AT THIS TIME FEET TIME 1984 ( 372 MAY 25 18" BLACK LOAM 70" '.2 REMOVE CLAY LAYER . 1984 36" SAND 24" GREY CLAY-SAND 15 , BROWN SAND �� TOTAL DEPTH 9'-2" XR MAY 25 12" LOAM 40" NOT WATER TABLE LESS THAN 4 FEET nT ArrFPTARI E AT THIS TIME 15 f5 J rp \ti/Or0-13.8RC/J k ? RC TESL S --1 mow-(N w f rt it TEIC , SJAN 2CYk9 S. s4jr- l SL TY SANDY sousoiL . v . r- _N. S4 Cyr!/ tYcaa S_, -?,,/5-• SILTY WAND. t • A • Jk - SANDY, -LL , . _ 1'3'/A+. O p1l4 . D• Y 22 S, •b S z,o" natal G RAY SA-141) _—_-- � va2�En etiTY raY NONE Ini Z . TpTAL .DEPTH 4' -- - cdri: a T ' o oxtPfrno OC, hs' 2I SILT fRVC0113" :1I 2AC 5 39" SANDYy nil LoT?A SY" gi,D;P6i MAP, F�otac,. p6 C• I 10' roPSO L ` 2' axiom-ton)6 IL DE r S. -6___b -- 4e" FINE SILTY SAa/D LAYER 6--e Zz43 rQTRL - Th+ 7' Lot- ? TO I 9AS• Ss I % s Xi R SuaYoIL — — — 30" SILTY TILL + • To • D_ • 1 . . .. • •' o / L• L//L . r• L D Pcd �oI I . .c.. S 13" SILTY SUDSOIL _. . 17 S_- _ l3" SANDY SILL Y8 "" 2 - - ega RtD 1ocK SLOW SEEPNc 60716A- 22." RED VILTY SAND ---------_. _ —_-.'_-- ro-r1YL DEPJW—g WT • 211 tOFSC L. - OXtOAilo& s-,. $ • PS ICy" ShN DY SVBSOIL 51"A tN S2° 2- d SI ..' S6', VM3)ED FT CA :L. t - P6 a a ro•SOII • Lc � . s. •c s 4"1 so-Ty suir4 oLL l — -- — i Ego ro m tOTaL 'DEPYRf R! • ]II Par-it 31 (pi! ZStP BOI L q 1- LoL lam' �'.4.5 l2w SD L'At SU1D-10 � _ 1 I � µluED s11>�To-1C5S • -TotAL DdP1N 9/ P 29.15 641 TOPSOI tAVerio\i" - ' (c2 29.? 414341 esS wed EA-Noy _v__,,A____ sum_ Tort _. 2-- ------ - _-. roTA-C 'DcP1U to'- WArtR 36 " WATER 120 S � �a Woo3M32ooe lac -tEstc -R e. so6 'RSLOw - _. 8EJ2c 1�rT� _�L _ LQL !&TE S-011._i olL t Q� so fti- - SILTY 9'NDy .31/Bi'otL ? 42,3N B tor 23A Tea Tuvso L scn Q� 1g" cteLa /AN•Y svUrOIL at=. ,i ..LOT t7s1= �[ 2 QS cv" c.vg4 ` - IV ' GoTIBT7Td sea - To•ro y7 PRT7 rue raft_ rFP[NG 1 LAT 2q.13 �-Z7-,95__2c." cll Ty SAND -- ute— --_-__-- it" co,+YtrE c�pNP 5-6., — 2,4" SLLTr:SIRS D, .• '_ -6, " oPao L. q_2-_85- &4 SILTY Sh,vm I. 41 LOT$ m i4-. -Orv7R��v �7t1-q„: • 6w TOPSOIL l i 1.1-Z4-BS iY SANDY Svaroil- to ,I car Q,y� � ToTRL 'DkTLH.,. X42! i ; IV ' qu ?oPSOIL '� w: S' - gg{�TNNO - JL-L�.� e 2// .. u SILTY TILL . .i.o q"o}j • TOTAL -DEPTH •?0.1 PEhC 30 ' TO sot - LoT ' L Ih l6" SANDY SuL3SoiL Fa(f" __-_ 34"--SILTY-Ca-q T 72 S[LTY .Tl�.l — ./ , toT� 1DEP.T!i, co? rWtc_ 2t7f G" 'NPs() L. .-. 7o CILTY overact- LOT 2- �(, _.-72 S.NJDY Tll L 72� Dorm. 9EC(M 8'G� sact2 R (o' 'SVProlL - _Ll zi" SILTY SAND " ._ IL, CLAY :... SI LTY TILL. to [or ° "UC2c#I .6ci TopSOL , I ,. . . Lot I_._ ih ---- 3 P-s:4:41Y-1ntl S6` ? _ ?6" cLAY ,y ___ - tow-�P40, 8% PCQ.c$2 6u 'POV ro " . Sou r[Lr Q C1,vY TII •o'Ica . . _ _ gel Aw6 c4AY . TOTAL •DEPTI Q'lli l2" TOPSOIL rC.zdW 11 Ig" sANnY rva roll S2v .3 tor 4A __ -.-a $I[.TYTI —.— (et `o i f-_-- r wo6➢RRopt tvEE�_"TES'TS -13C...2)C N/hiHz o VA-TF sc-)(L LOG 13Etow) sigi-)t Y6'2C2�41C - ¢: 3 : .. 9,sr 11Y toPS�t I !r S4MUy SU9SoI yN 1 2 ! (qi3/. �� _ I IPEIr rovSOI W 1 (1 W S✓ttW N Y vro(L 4 8.. ,tor A a_1` vftRUED-c <cT 4 t -P�T3t 8 12` SILTY CWro1L 0 a '2 STAL CPT T i_ 2 v4Mj 1 • L .- ri v SIGr Ir cia` k Peizczt, (,y)i TOP Solt , A IG dxIDAP)nl,l_—3 tlo,r7-7 T� Zt nY 54.1 -ti�n //,.. Wkia--' I f - - — --- { _. r-- — c /" A 07- Z '5 /984-f ;. =i�c 1 / 0 o I / fed/ A 1 11 ir „ a. Weather .-. - Ta /1:'I ► 91,020 /z2 a 111 ' a / x I 5�,II// II& K c- AAAIII 1 �e 27 �� hc�w/riv ' m„.5 _== • ' --. _ /0 .53 - q'%Vie 1. , :3G 5 /z. f /D ; 5S - a- s /a 167- 3/1 ri" , .7o fr /a:f9 - .3/ Lb I - 32- �a� z y ,i: 3 - 3 -v p 3 AM in fen. / „ 1 I 1 - Review of Percolation Test_ `esii is for the Proposed _'nodbrook Seh-division by Peter J. t'cFrlain Arent Rortham ton Roard of Health Lot 0 Test P Status Remarks 1 1 Disapproved Roard of Health records indicate groundwater seenare at 36". 2 2 Apnroved Groundwater at 56" renuires enecial design of sewage disposal system (and removal of loam/ clay above sand) . 3 10 Approved 4 6 Disapproved High groundwater. 5 7 Approved 6 8 Approved Groundwater at 60" renuires special design of sewage disposal system. 7 - Disapproved Not tested . 8 238 Approved Test site is anproximately 350' from and anproximately 40' above the roadway. 9 22R Approved Test site is approximately 300' from and approximately 10' above the roadway. 10 21 Approved Groundwater at 52" requires special design of sewage disposal system: also, the test site is approximately 250' from and approximately 25' above the roadway. 11 20 Approved Test site is approximately 325' from and approximately 35' above the roadway. 12 19 Approved Groundwater at 64" renuires special design of sewage disposal system: also, test site is approximately 400' from and approximately 25' above the roadway. 13 18 Approved Test site is approximately 500' from and approximately 40' above the roadway. 14 17A Approved Test site is anproximately 600' from and approximately 40' above the roadway. 15 37 Disapproved Roard of Health records indicate groundwater seepage at 17": teat site is approximately 250' off of the roadway. 16 36P Approved Groundwater at 48" renuires special design of sewage disposal system: test site is located approximately 500' from the roadway. 17 38 Disapproved Groundwater at 40". Review of Percolation Test Results for the Proposed l'oodhrook huh-division Lot If 18 19 20 21 22 23 Test P 30A F 30R 33 30C 29 Status Disapproved Remarks Pith groundwater. Disapproved Not tested. Di sanproved Disapproved Disapproved Approved Approved 24 28 Approved 25 27 Disapproved 26 26 Annroved 27 9 Approved 28 29 11 30 12 31 13 14 14A Approved Disapproved Approved Approved Approved Anproved Not tested . Not tested. Impervious soil . Groundwater at 54" requires special design of sewage disposal system. Board of Health records indicate groundwater at 48": site located approximately 300' from road. Test site approximately 100' from roadway. Groundwater at 42". Groundwater at 60" requires special design of sewage disposal system. Not tested. Groundwater at 60" requires special design of sewage disposal system. Review of Percolation Test Results for the °reposed !'oodbrook Sub-division Summary 1. Approved without restrictions 2. Approved with restrictions a) special sewage disposal system design required due to high groundwater Lot Numbers 3, 5, 26, 28, 31 2, 6 , 10, 12, 16, 23, 27, 30 b) test site located significant distance 8, 9, 10, 11, 12, 13, 14, 16, 24 from and/or at elevation above roadway* 3. Disapproved a) high groundwater/impervious soil b) not tested 1, 4, 15, 17, 18, 22, 25 7, 19, 20, 21, 29 *Note: Sewage disposal systems must be constructed at the exact location of the approved percolation tests or the lots must be re-tested during the March 1 to May 31 Percolation Test season. The Berkshire Design e Group Q� '4)' �8� � v► t, ° January 3, 7.985 Peter J. Mckrlain, H.O. , M.P.H. Northampton Board of Health City Hell Northampton, Massachusetts 01060 Dear Mr. McErl ain: .,d .inn,nd located ir Northampton. The tests -acre taken n Ma. 1 h and May 25. 1984 with yourself, a representative from Pharmer cineering, and the owner present. The enclosed print showing the l_cai:ion of the Lest holes is rev isc3 sheet 2/8 of the definitive suhd raceion plan n one oly submitted. Very truly yours, T�hhe? Berkshire Design Group Peter H. Wells, A.3.h.A• Partner PHW;d1 Enclosure S'6ti-4 i 41 r 101. HId30 1V101 ONVS ..72 (11l4) 13A31 831VM 3A08V ONUS WOI03W .81 786L ..21. £2 AVW 1334 7 38 O1 03N81S30 38 01 2 ..09 WYOI ,.9-16 HId30 1Y101 Atli] .,75 (lilt) 13A31 831VM 3A08Y ONVS 3NIJ .,97 7861 • 1331 7 30 01 03NOI530 38 O1 2 .09 WV01 ..21. £2 A'4 ..9-,6 H1d30 1V101 ONUS 1llS 8HOil ,.9£ 11IS AONYS , 12 786 5 ..09 lIOS d01 ..7 7Z AVI 1lI5 3311 SIH1 IV 319V1d3]]V 103 11I5 AONYS ..72 786 1I05 d01 OL 7Z A6 1334 7 NVH1 5831 318V1 831YM ION ,.£7 .. 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H11H O 796 ONVS SZ Ah 2 ..79 16 H1d30 1V101 ONES „201 78( 2 ONOOd ION WV01 .,7 5Z AI • lI5 78' Nil SM. a 318V1d303Y ION ION .,82 WV01 .5 72 A 1334 7 NEIL S531 31BV1 83IVM ,.9-18 HId30 1V101 ONYS A111S .,81 ONVS ..81 18 2 „2L WV01 .,9 h2 A 1115 7S 3WI1 SIN/ lV 319V1d33DY ION ION „07 WtlOI 1S 72 1 1331 1 NYHI 5531 310V1 831YM ,.9-L9 H1d3G 1V101 7S ONVS ..06 Z ..SS WV01 on 12 .L H1d3O 1V101 ONYS .2L 2 .,89 3601 .21 SZ ' AV13 JO 3DVH1 HUIM ONUS h • 2 .,19 WYOI .9 S2 1 H]NI/ NIW 31VH 3]tl380S 901 1105 31 SN YW38 NOIIV1OJ83d NO130 831VH TE SOIL LOG WATER BELOW SURFACE PERCOLATION REMARKS RATE MIN /INCH 24 12" LOAM 60" 7 4 12" SILTY SAND 48" SANDY SILT 24 12" LOAM 36" NOT WATER TABLE LESS THAN 4 FEET NOT ACCEPTABLE AT THIS TIME 4 36" SANDY SILT NOT WATER TABLE LESS THAN 4 FEET 24 8" LOAM NOT ACCEPTABLE AT THIS TIME 14 40" SILT CLAY 24 8" LOAM 14 40" SILT CLAY 54" 12 TO BE DESIGNED TO BE 4 FEET ABOVE WATER LEVEL (FILL) Y 24 12"LOAM 84 36" SAND VARVED CLAY 38" NOT WATER TABLE LESS THAN 4 FEET NOT ACCEPTABLE AT THIS TIME Y 24 12" LOAM 84 36" SILT VARVED CLAY NOT POOR SOIL Y 24 '84 12" LOAM 36" SILT VARVED CLAY 50" NOT POOR SOIL 1Y 24 12" LOAM 110" 2 )84 96" MEDIUM SAND TOTAL DEPTH 9'-2" AY 25 BROWN SAND 984 36" NOT WATER TABLE LESS THAN 4 FEET NOT ACCEPTABLE AT THIS TIME AY 25 984 12" LOAM 36" BROWN SAND GRAY SAND SILT 48" 2 TO BE DESIGNED TO BE 4 FEET ABOVE WATER TABLE (FILL) AY 25 BROWN SAND 984 362 NOT WATER TABLE LESS THAN 4 FEET NOT ACCEPTABLE AT THIS TIME AY 25 18" BLACK LOAM 984 36" SAND 24" GREY CLAY-SAND BROWN SAND TOTAL DEPTH 9'-2" 70" /AY 25 1984 12" LOAM 24" BROWN SAND GRAY SAND AND SILT 2 REMOVE CLAY LAYER 40" NOT WATER TABLE LESS TWA': 4 FEET NOT ACCEPTABLE AT THIS TIME . 6 Hld3O 1V101 ONYS 03W 781 2 ..28 WYOI .9 52 AI 3WI1 SIHI IV 318YId309V ION ONYS 3NI4 78! 1334 7 NYHI $531 31891 831VM ION ,.9E WY01 ..8 52 Al ONYS 1911dWOD 3NI4 .,87 ONYS 3NI3 NY319 .,87 h8! 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H1d30 19101 AY19 03A8YA ..75 0895 3NI3 ..59 786 2 ONfO3 ION WYO1 ,.5L E2 AY IHONI/ NIN 31118 3793805 SABYW38 NO11V10383d M0130 83IYM 901 1105 3190 Trees 'hlk I IIAMPTUN /WARD oF HEM 11 PERCOLATION TEST DATA �.i X Luc I Engineer/Sanitarian Rate — min/in h to water min/in Date Excavator min/in min/in a Sketch of Lot w/ Location of Test Holes Is Fee Witnessed by NIIHIDAHPION BOARD OF HEALTH PEIICOLATLON TEST DATA 'C?>l /8 revs cr : Rate — min/in h to water 6 15 Lot if Date X141 Engineer/Sanitarian Iloon H1r #2 min/in min/in min/in Sketch of Lot w/ Location of Test Holes ,ss Fee Witnessed by // g 7 dres 'ner NoEIHANPTON BOARD OF HIAiTN PERCOLATION TE T DATA Ctit 2+4" /0 n ngineer/Sanitarian 5i_ -jq_ D9c cNCr-, p-.,. c Rate min/in th to water $ min/in 31 min/in Date min/in <,h.h e I'. ss Fee Sketch of Lot w/ Location of Test Holes Witnessed by NoR I IIAMI'luN s(A1RI) of HfAifII / �/ PERCOLATION i1,2 4)-`ril .3 n Is: Lot '`r (5 Iner c Rate min/in IL eu I e Y2 mill ON[) Engineer/Sanitarian Ch to water fO i min/in / isr Date min/in V I o Sketch of Lot w/ Location of Test Holes SS Fee Witnessed by / I !dress' NIIK!I IAPII'TUN bOA RD OF IIhAl.111 1'EItCULA'I'1 ON "ST :PTA { . / tier 'ai�nr33rv34. . .N 7 & ° Rate min/in th to water 3. f min/in Engineer/Sanitarian Date min/in min/in Sketch of Lot w/ Location of Test Holes rss Fee Witnessed by NohlHAMPION BOARD OF flEALT11 1'Li L�, _�ULACI UN q ,A/ l I _ ___a-tler Id 0<24 .-_ _i _ �✓ , _ J 141-; '.- Add Lot Dace Owner •t I . EnRinee r/Sanitarian c . . , Excav y" rLLgnG ____________ , r Pert Rate min/in min/in =in/in Depth to water NG 0 `) ■ ----- Sketch of Lot / Location of Test Holes •less Fee Witnessed by NORIIIAMPTON !WAND OF HEALTH PERCOLATION S jiA±A Address Lot ib 1 ' - Date Owner Engineer/Sanitarian Excav TbP - Perc Rate -- min/in min/in min/in Depth to water . 1;.R- I I S 0 I 7 ' Sketch of Lot w/ Location of Test Holes Witness Fee Witnessed by NORTHAMPTON BOARD OF HEALTH PERCOLATION TEST DATA s'r. !- r.. 33 96 Lot # D e :ate ill n/in to water _. min/in min/in min/in n\ Sketch of Lot w/ Location of Test Holes s Fee Witnessed by 5 NORTHAMPTON BOARD OF HEALTH 7 / PERCOLATION TE DATA ate J min/in to water A . min/in min/in min/in Sketch of Lot w/ Location of Test Holes is Fee Witnessed by ,iew of Percolation Test Results for the °roposed Voodbrnn4 Sub-division Summary Lot Numbers Approved without restrictions 3, 5, 26, 28, 31. Approved with restrictions a) special sewage disposal system design required due to high groundwater 2, 6, 10, 12, 16, 23 , 27, 30 h) test &ite located significant distance A, 9, 10, 11 , 12, 13, 14, 16, 24 from and/or at elevation above roadway* Disapproved a) high groundwater/impervious soil 1, 4, 15, 17 , 18, 22, 25 b) not tested 7, 19, 20, 21, 29 Sewage disposal systems must be constructed at the exact location of the approved percolation tests or the lots must he re-tested during the March 1 to May 31 Percolation Test season. NORTHAMPTON BOARD OF HEALTH PERCOLATION TEST DATA I Ler 33 Lot If Engineer/Sanitarian ate" ■ 7 c Rate th to water 7 min/in Si min/in min/in min/in Sketch of Lot w/ Location of Test Holes yeas Fee Witnessed by ess NORTHAMPTON BOARD OF HEALTH PERCOLATION TEST2DATA r' if.✓/!/ /t/ 1.6c TT Date Rate min/in h to water 1/ Engineer/Sanitarian min/in min/in min/in Sketch of Lot w/ Location of Test Holes ess Fee Witnessed by U /0 ess NORTHAMPTON BOARD OF HEALTH PERCOLATION TEST DATA 1- 1- Lo t # 7 Rate min/in :h to water 1/01 Engines/Sanitarian min/in min/in min/in Sketch of Lot w/ Location of Test Holes less Fee Witnessed by 1 NORTHAMPTON BOARD OF HEALTH PERCOLATION TE T DATA r b_ as Lot 4 I DLOWv, Engineer/Sanitarian D -it 3 � Da ¶y Ito min/in to water min/in min/in min/in Sketch of Lot w/ Location of Test Holes /i ess Fee Witnessed NORTHAMPTON BOARD OF HEALTH PERCOLATION TEST DATA C-- /1 Lot 11 Engineer/Sanitarian Date/ Rate min/in ■ to water min/in min/in min/in Sketch of Lot w/ Location of Test Holes ness Fee Witnessed by / NORTHAMPTON BOARD OF HEALTH PERCOLATION Tg$T_.DATA 12-19 s Lot ij L, Engineer/Sanitarian Date Rate Amin/in to water min/in min/in min/in Sketch of Lot w/ Location of Test Holes ess Fee Witnessed by NORTHAMPTON BOARD OF HEALTH PERCOLATION TEST DATA 2 Lot d Date late min/in to water min/in min/in min/in t Sketch of Lot w/ Location of Test Holes ess Fee Witnessed by NORTDAMPTON BOARD OF HEALTH PERCOLATION TEST DATA tate , min/in to water rf Date Eng'fn er/Sanitarian min/in min/in min/in Sketch of Lot w/ Location of Test Holes ess Fee Witnessed by /P/ �/i • I J ' I:^% NORTHAMPTON HOARD OF HEALTH yEItCOLAT ION TEST DATA Lot Date tate min/in to water '7 ' min/in min/in min/in Sketch of Lot w/ Location of Test Holes Witnessed by NORTHAMPTON BOARD OF HEALTH PERCOLATION TEST DATA Lot 1/ ?" Date / / Late min/in to water :1 min/in min/in min/in Sketch of Lot w/ Location of Test Holes Witnessed by floklAAMPTON BOARD OF [HALM PLRCOLATION TESTJ1ATA Lot/ R is Date Dern ItoIe #7 Engineer/Sanitarian Rate /(-, min/in min/in Co water min/in min/in Sketch of Lot w/ Location of Test Holes ess Fee Witnessed by NOR'1'IIAMPTON BOARD OF HE_ALTR PERCOLATION TEST' :ATA ;ate min/in to water Lo Enginee%an it ar ian min/in i L Date min/in min/in Sketch of Lot w/ Location of Test Holes ass Fee Witnessed by NORTHAMPTON BOARD OF HEALTH PERCOLATION TEST DATA Lot / Engineer/Sanitarian Date tate min/in to water min/in min/in min/in Sketch of Lot w/ Location of Test Holes C/17/4 ss Fee Witnessed by s NORTHAMPTON BOARD OF HEALTH PERCOLATION TEST DATA /I/, Lot # Engineer/Sanitar ✓° / Dat Rate min/in to water min/in min/in min/in Sketch of Lot w/ Location of Test Holes ess Fee Witnessed by NORTHAMPTON BOARD OF HEALTH PERCOLATION TEST DATA IS Lot # Engineer/Sanitarian Date Rate min/in to water min/in min/in min/in Sketch of Lot w/ Location of Test Holes less Fee Witnessed by NORTHAMPTON BOARD OF HEALTH PERCOLATION TEST DATA / r ess er Lo Engineer/Sanitarian Date AAA)A c Rate min/in min/in th to water min/in min/in Sketch of Lot w/ Location of -St Holes s Fee Witnessed by !SS NORTHAMPTON BOARD OF HEALTH PERC2LATION TEST DATA / l ,, i ,Fl Q/✓✓'.�i� Lot IE Engineer/Sanitarian Date Rate \ min/in h to water j min/in min/in min/in Sketch of Lot w/ Location of Test Holes less Fee Witnessed by G/ LI !SS NORTHAMPTON BOARD OF HEALTH PERCOLATION TEST DATA L - Lot d Engineer/Sanitarian > r. Date Rate min/in h to water min/in min/in min/in Sketch of Lot w/ Location of Test Holes ness Fee Witnessed by IS NORTHAMPTON BOARD OF HEALTH / PERCOLMION TEST DATA ja L/ / /(� J<' N Lo DaC Rate min/in to water 38 min/in min/in min/in Sketch of Lot w/ Location of Test Holes ess Fee Witnessed by NORTHAMPTON BOARD OF HEALTH PERCOLATION TEST DATA Lot li ?SS /do- Date VI 6, Rate min/in h to water min/in min/in min/in Sketch of Lot w/ Location of Test Roles :ness Fee Witnessed by NORTHAMPTON BOARD OF HEALTH pERCOLATIONTEST DATA Lo[ is Rate :h to water itness Fee Engineer/Sanitarian Da[ min/in min/in Excavator Sketch of Lot w/ Location of Test Holes Witnessed by min/in NUIE IIIAMPION WARD OF HF.AIf11 SS PERCOLATION TELTAf1'ATA Lot Date Engineer/Sanitarian min/in min/in Sketch of Lot w/ Location of Test Holes less Fee Witnessed by C j NORTHAMPTON BOARD OF HEALTH PERCOLATION TFLS -DATA r/ / ;/ Is 121 3 ,,, . Lot Rate I min/in to water 26 I/ /C ✓ Date Engineer/Sanitarian. Excavator min/in J-- min/in min/in Sketch of Lot w/ Location of Test Holes ess Fee Witnessed by' I7=; ilf � / 8 i6 NORTHAMPTON BOARD OOFF HEALTH PERCOLATION 7ON TA`N:A / L,1 ,: . Lot it Rate S mien/in to water 1/7) Date Engineer/Sanitarian min/in min/in min/in Sketch of Lot w/ Location of Test Roles tees Fee Witnessed by NORTHAMPTON BOARD OF HEALTH PERCOLATION TES* DATA Lot #t( Engineer/Sanitarian ate Rate 2 min/in i to water SGT min/in min/in Sketch of Lot w/ Location of Test Holes ness Fee Witnessed by min/in s NORTHAMPTON BOARD OF HEALTH PERCOLATION TEST DATA Lot f Engineer/Sanitarian a-^ to Rate to water min/in min/in min/in Sketch of Lot w/ Location of Test Holes :ness Fee min/in Witnessed by NORTHAMPTON BOARD OF HEALTH PERCOLATION TEST DATA Lot(11# Engineer/Sanitarian Date Rate min/in min/in 3 to water /Q- min/in min/in Sketch of Lot w/ Location of Test Holes :ness Fee Witnessed by IS NoRT IIAMP'PON HOARD OF HEALTH PERCOLATION TEST DATA , t: r-, ', , / 6 Lot # Rate min/in Co water S/25/ Date Engineer/Sanitarian Excavator EE min/in min/in min/in Sketch of Lot w/ Location of Test Holes ass Fee Witnessed by NUR TIIANPTUN BOARD DE IIFALTII 1 PERCOLATION TEST DATA /��� i'Srzf - h r.J Lot !I Engineer/Sanitarian Date Rate min/in to water min/in min/in min/in { Sketch of Lot w/ Location of Test Holes ass Fee Witnessed by 'I f.. ' %. NORTHAMPTON BOARD OF HEALTH PERCOLATION TEST DATA ca... ;4 • )-- Lot # Engineer/Sanitarian Date Rate m//in/in to water y, min/in min/in Sketch of Lot w/ Location of Test Holes less Fee min/in Witnessed by r•—•-• e _ 1 • k. Li CO NORTHAMPTON BOARD OF HEALTH PERCOLATION TEST DATA Lot Engineer/Sanitarian date min/in li to water__2 _ tness Fee min/in Da e min/in Sketch of Lot w/ Location of Test Holes Witnessed by min/in NORTHAMPTON BOARD OF HEALTH PERCOLATION TEST. DATA '! Lot # J / el Date Engineer/Sanitarian Excavator late min/in C A to water A min/in min/in min/in Sketch of Lot w/ Location of Test Holes ass Fee Witnessed by NORTHAMPTON BOARD OF HEALTH PERCOLAA IQN T S ATA Lot If Rate 2 C-- min/in to water Date 7 Engineer/Sanitarian min/in min/in min/in Sketch of Lot v/ Location of Test Holes ess Fee Witnessed by 1l � mil• NORTHAMPTON BOARD IF HEALTH PERCOLATION. TP,ST DATA IS U: Lot drr ,Engineer/Sanitarian Rate min/in e to water Li (r min/in min/in min/in Sketch of Lot w/ Location of Test Holes ess Fee Witnessed by 7 y y , 6 q ° &f09 k ��A k 16 H1d30 1Y101 ONVS 03W yS 2 ..28 WY01 .9 52 ) ONVS 3NI3 ti 3311 S IH1 IV 31831810tl ION 9£ WYO1 ..8 S2 1 1334 7 NtlHl SS31 318V1 831tlN ION ONYS 10YdWOO 3NId at ONYS 3NId NY313 ,.847 yf 2 .96 WY01 ,.8 52 y' 3WI1 SIR/ 1Y 318Y1d333Y ION 52 1333 y NYHI 5531 318tl1 83IYM ION ..51 . h 3WI1 SIHI IV 318YId333Y ION 52 1333 y NYH1 5531 318Y1 831YN 10.. ..SL -4 • „8-68 N1d30 1Y101 ONVS ..26 h 2 ..y8 N308088360 ..21. f2 ,.8-.1 H1d30 1Y101 ONYS 358003 ..89 Z , .09 ONYS 3NId ..h2 £2 ,.9-16 H1d30 1Y101 ONYS 3S8000,ROL 2 ..y8 Wtl01 .,21. E2 ,.9-16 H1d30 Y1101 ONYS „9£ 1lIS ..h5 h .,81 IIOS d01 0t2 £2 .,£-,6 HId30 1Y101 ONYS A1lIS .,66 2 . 09 WY01 .,ZL £2 .0 H1d30 1Y101 AYi] 03AUYA ,.9£ ONVS 3NI3 ,.22 2 ..h8 WYOI .,21 £2 It H1d30 1Y101 . AIM 0368YA .,y5 ONYS 3NI4 ..S9 2 ONfO4 ION WY01 „51 fl IHONI/ NIW 31Y8 33tl38AS OOl II OS SA8VW38 NOIIY10083d M0138 831YN No LYIIIAMI'TUN HOARD ph' HEAlall I �) /PERCOLATION TEST DATA Is Lot th L'art 144 Rate Z min/in to water G Is Date Engineer/Sanitarian min/in min/in min/in Sketch of Loc w/ Location of Teat Holes less Fee Witnessed by N I � \ (3. ■ iV ��Ock) \\ TEST c5'07' 215°E - - 03 N Lk/ t 34d,J d . 't�6 ��{y.02 /35.00 8 IIAT dint)' Of\ a lg 12A — _ _ � � � -.Z922AC' — \ ,� ,� , _ °J � � � � "J ih0 TEST-.-. / TEST PITp 1 _ N � r 03C--) all!.77 'h - - „ ^ I I A t /OA °N h SA L - 1 4 o1yooyl 04 b 4 ° q /'7QZ .IC. N /nOyIC- • ° /.S77701C. N /39 day -ft4 035.710 y TESTPIT9M 1O,LO k ' �0o L.1Q53/ �Nmm TESTep !``+ Ur \0 d.t3°eby viv PIT_ 1.1 +P • • ...0 10546-- 2./.5775.3— ' �l.;._ 8 . ; 0 � t'.. Ri(a� d./yc'�?5” N∎0N 'i x.02. t 167% - " 24 tnw`' F` \0D y ' c C.�5//Z a9D40A./o X59 4.23,2z/wig L &'�`. ,a>. *., n�� 25' R .4;46 C 8 C. /Slo.!<!c d,29°f 69 .. Z , i5- k ' BIRCH R•• LA ` C737 �P h j 1{36 1.9/57) 'P o IV E_ .4, — W I !.a IN. r .1 hillii.,, '�/ Ax�b ab0\,0 c91.37 I 9a i9°4f0., .,� _ Y, 89v L q �� �l hl ° � � q/ � L'•Z/&9Y-'' ` 1:�729.T �dJ �Pp I(e99 v,104,t , vPy(j• %�jjM„ ?'�/�- % A topfs'09 041• a�A3g°BE i>" A' V C. 47'78 ti : C 409,55 I( 0 c.ibG7 .to Vag I- Sperc k is 23 q pacc. { s} is 22 8 negr 22 1 fest. r 15 37ga nd (o part 49-r-t Is 3e no.V3(.0 (c i is V-4 M 33 22 iNefi per } *27A 25 a