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Soil Testing Results - 800 JOHNSON STREET 4/11/2017
TOWN OF i�N RT11 ,tai 'D()'V � � oPA?, vw urr�Po Coallnuidl & 1"'Catutonitt" Development ta,"mm 120 "Oisriaw Stavet p NGC)➢CI1IFBNNtl.)C)VC^R. MASSA 11N.IS 11SttiM5 97M Ru 540 Mom, 918,(ul";NN 95<i? FAX h�°csGalroiln^prtrti��re�euIGasc¢ue.6cr�r^r rruac.�^a,nv A IT wcsrea�.wsa�aths�r�wcicse�c:u�rauap ,rsx� ' I,(Df:::A N'ltN OF SC" "CEsTS: MINIAK f " �e _ v _,.. ( wmr{act f : 17 A PP1,1CANVT MA ' W11 1*1 el. (`ricrac;( tP: f m� (`ERTIFII?l:)SOIL ENANlACt.: � )� .� _.. RECEIVED w Nrr °'rrs< t_ ,rr1ard: .b ._ 1on „ rrrrCaei,„ AM! 115 2017 �.. jj j: Repair '1estirrg._ Upgvaade Aor Additlon: ___..._... ()WN CTGF'NUE-NAMC)OVO"N^G HUM 111 DEtrA tMENT In the I akc,t ochicirewic k Watershed? N N1N;f+dDf N C) NI ( NN11 ,t Nfti; NCC N IJNDN,ND i N N f N N NNN N (mty[ Proof of land owncrslrllr(Tax bill or later Irorrr owner Irernrrttralx test) l ftlrrra �4�.�t rrr rrfdrrrr a l'r titlrr rJr rrwr rrrrlrr rrr~r tr�! rri wrfr�circ fhr � � � e � f4vo Ire;r'ccrlaticrn rust��ee��urrcrcl firr construction. This covers rc rrnrrrrt)nnr t�r<r cic�,a�lr Irarlc,rtr�<I n r c crI �tN fNl' 11 tfrl per lot for r c r ur�nr n r�r,rcic 1 c,irclr disposal anc,u. I�c,c crI `t`N..�,..._I N�.�.......M....LI...._...._� GENERAL NNWAIM/f."N"UM P (My(;cartificsd Soil EVi�rina(ors May pel-16rrn deel)hole, inspections, P Only Mass, Registered Sanittr hms and Professional ional I'xil inner s can des ign septic;lalnns. 4 At Qnst two deal)holes and two purc;olation tests my r•c:;clnimd for c ac„h selatic system dislrr sul area. Repairs require al least two deep holes rind at lemt one lac)rc olation bast, at Ihc. discretion of thew 13011 iv1)res("IIUItive. 1111 payntum will he 1'equired for all additional tests wuithia two weeks oftesting. A 44rithin 45 days ortesting,a scaled plan(no snrraHu Ilan K1001 shall be sul nniUcd to the Bowd or!kahli sncmwhm the, tuewon ofall t"tYs(including aborted lents). Within 00 days of te"atinf soH c^valuation I"crvrrrs slmU he snkarnitte^(f. Pleme Do Not 'INt°W He ow'N'hk N,irre )V.A. Coliservrrfrnrr(°rrrrrrrrrssi(m rrovrrl lDrrhr. "'r,rrarfrrrrx rr/"t'nrtcr r°vrrrtrrrr fD,>r rr ti ------ Mac backs Pix Ilealth h)cslrrrr°trrtc�ir : (sY rrrtlr lir): da 111-("J Town of North Andover HEALTH DEPARTMENT CHECK#: DATE: '7' 0 2 _ LOCATION: 8c)(.5 H/O NAME: CONTRACTOR NAME: Type of Permit or License: (Check box) 0 Animal 0 Body Art Establishment 0 Body Art Practitioner 0 Dunipster 0 Food Service- 0 Funeral Directors 0 Massage Establishment El Massage Practice 0 Offal(Septic)Hauler 0 Recreational Camp 0 Sun tanning 0 Swimming Pool $ 0 Tobacco 0 Trash/Solid Waste Hauler 0 Well Construction SEPTIC Systems". Septic-Soil Testing $ ..... El Septic-Design Approval $- 0 Septic Disposal Works Construction(DWC) $ 0 Septic Disposal Works Installers(DWI) 0 Title 5 Inspector $ 0 Title 5 Report $ 0 Other:(Indicate) Headth-Agent Initials White Applicant Yellow-Health Pink,,-Treasurer AMR nmw*At Ak LOT AREA 54,691 S.F..+ WETLAND AREA' 17,477&F.* UPLAND AREAL 37,24&F.(CONTIGUOUS) MIN.UPLAND REWM(757[CSA).' 32,070&F A /* '-.-400' i3vw BUFFER ZONE A SOIL TESTING LOCA71ONS "TREET JOHNSON 01v eon 5 NO=AWLM MMaMMM .Z, , ff FXWAM;W ftw I W"I..all RAM MARM 04 807 PARA"D By SULLIVAN ENGINNENAIG GROUP. LW GRAFM SWE AIL ADr WU VQW=XA NOW off)mit"W4 FEET 8 T a I ori Froro: Randy Hart randyliari'M(Nyahoo,com -Subject: Fw:Authorization Letter for 800 Johnson Street Date: Yesterday at 9:52 AM ru: Tom tzoko((�)comcast-iiol Keep smiling Randy Hart RE/MAX Partners Hart of New England Team 44 Park St. Andover, Ma 01810 Cell- 508-662-0022 Office: 978-475-2100 Fax: 978-470-3040 On Tuesday, April 18, 2017 9:25 AM, u)jjpj_om"<,IP,-sa[e--rrIQ( ysKiggip it>wrote: Hi Randy, The trust attorney has given me authorization to allow the buyer to go forward with the soil tests he is suggesting. Note, the CC's above as they are unavailable to write the authorization. Meantime, if the buyer could give us some type of schedule and performance to closing it would be appreciated as we all left the offer open ended. Thanks, Tony Be Well! Anthony R Salerno, Realtor 978.828.7642 A -viarB.maid a LQ= "Helping Buyers & Sellers Move On!" On Apr '14, 2017, at 10--12 AM, wrote, Hi Tony See below request. Thx Sent from my Phone Begin forwarded message: Frorm Torn Z <'j,'.g-fli-Q2a2-QSx Datc!,": April 14, 2017 at 8:59:04 AM EDT To: na-rWyMaLMA yat)Lnt gorn Subject: Authorization L.et'ter for° 800 Johnson StreeL 1....1i [:Iar0y, A,,,,, we diSCUssed, can YOU Pease get an authoftlfion letter from the 'c,')eHers attorney (Nick Chaprnan) in6ctin gthat, TKZ UC'11 is aUthorized to perforni soH tests oru the site pUrSUarvt to 'Town of North Ar�dover re(Juk-flJ01101". Eniaihngthe authorization is fine. Thanks. Siricclrelyjorn Z. Sent frorn my if`)ad i -22 i � s �! m 4 E , } E guy - j - t yfl f E 9 027 � I N` ! 7 21 1 — is ' Commonwealth of Massachusetts City/Town of North Andover 1 0 JIVII Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal A. Facility Information BJF Realty Trust (Applicant: TKZ, LLC) Owner Name 800 Johnson Street(Undeveloped Lot) Tax Map 38Lot 1OG Street Address Map/Lot# North AdMA 01845 a4 State Zip Code B. Site Information 1. (Check one) [E New Construction El Upgrade [_1 Repair 2. Soil Survey Available? 2 Yes E-1 No If yes: UGOANRCG 421D Source Soil Map Unit Canton Fine Snd Loam Well Drained Soil Name Soil Limitations Coarse-loamy eolian deposits hill Geologic/Parent Material Landform 3. 8ur5cia| Geological Report Available? F� Yes Z No If yes: vaa,Pub|iohod/Suume Publication Scale Map Unit 4. Flood Rate Insurance Map Above the 5O0-yearflood boundary? 2 Yea Fl No Within the 1UO-yeerflood boundary? [7 Yes No |fYes,continue to#5. 5. Within avelocity zone? El Yea 0 No 8 VV�hinaW1�ppadVVe�andArea? F� yme �� No yWaoaG|SVVet|andData Layer:� �� �� Wetland Type 7. Current Water Resource Conditions (UGG8): 4/2017 Range: [ ] Above Normal Z Nonno| F Below Normal Month/Yea, & Other references reviewed: Form 11-Soil Suitability Assessment for On-Site Sewage Disposal=p�� _ Commonwealth of Massachusetts City/Town of North Andover a Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. Ort-Site Review (minimum of two holes required at every proposed primary and reserve disposal area) Deep Observation Hole Number: 1 5-11-17 loam 60 degrees/clear Date Time Weather 1. Location Ground Elevation at Surface of Hole: Latitude/Longitude: 1 feet Description of Location: Front left corner of property (see sketch plan) 2. Land Use woodland few 2-4 (e.g.,woodland,agricultural field,vacant lot,etc.) Surface Stones(e.g.,cobbles,stones,boulders,etc.) Slope wooded hill Vegetation Landform Position on Landscape(SU,SH,BS,FS,TS) 3. Distances from: Open Water Body ' Drainage Way Wetlands 7- feet feet feet Property Line Drinking Water Well n/a Other feet feet feet 4. Parent Material: Coarse-loamy Ealian deposits Unsuitable Materials Present: ❑ Yes ® No If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock 5. Groundwater Observed: Yes ❑ No If yes: Depth Weeping from Pit Depth Standing Water in Hole 01 g Estimated Depth to High Groundwater: 2 11) inches elevation Form 11—Soil Suitability Assessment for On-Site Sewage Disposal Commonwealth of Massachusetts City/Town of North Andover _ �\ Form 11 - Sail Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (minimum of two holes required at every proposed primary and reserve disposal area) Deep Observation Hole Number: 2 5-11-17 10 am 60 degrees/clear Date Time Weather 1. Location q3 � Ground Elevation at Surface of Hole: Latitude/Longitude: / feet Description of Location: Front left corner of property (see sketch plan) 2. Land Use woodland few 2-4 (e.g.,woodland,agricultural field,vacant lot,etc.) Surface Stones(e.g.,cobbles,stones,boulders,etc.) Slope wooded hill Vegetation Landform Position on Landscape(SU,SH,BS,FS,TS) 3. Distances from: Open Water Body Drainage Way Wetlands 12-3 feet feet feet Property Line Drinking Water Well n/a Other feet feet feet 4. Parent Material: Coarse-loamy Eolian deposits Unsuitable Materials Present: ❑ Yes ® No If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock 5. Groundwater Observed: Yes Ej No If yes: ! Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater. inches elevation Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal Commonwealth of Massachusetts City/Town of North Andover a Form 11 - Soil Suitability Assessment forOn-Site Sewage Disposal C. On-Site Review (minimum of two holes required at every proposed primary and reserve disposal area) Deep Observation Hole Number: 3 5-11-17 10 am 60 degrees/clear Date Time Weather 1. Location 3 Ground Elevation at Surface of Hole: l Latitude/Longitude: / feet Description of Location: Front left corner of property (see sketch plan) 2. Land Use woodland few 2-4 (e.g.,woodland,agricultural field,vacant lot,etc.) Surface Stones(e.g.,cobbles,stones,boulders,etc.) Slope(%) wooded hill Vegetation Landform Position on Landscape(SU,SH,BS,FS,TS) 3. Distances from: Open Water Body Drainage Way Wetlands feet feet feet Property Line Drinking Water Well n/a Other feet feet feet 4. Parent Material: Coarse-loamy Eolian deposits Unsuitable Materials Present: ❑ Yes ® No If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock i� 5. Groundwater Observed: El Yes ❑ No If yes: ") i Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: R� inches elevation Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Pe@e-2- 3 Commonwealth of Massachusetts City/Town of North Andover P5. Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (minimum of two holes required at every proposed primary and reserve disposal area) Deep Observation Hole Number: 4 5-11-17 10 am 60 degrees/clear Date Time Weather 1. Location Ground Elevation at Surface of Hole: Latitude/Longitude: feet Description of Location: Front left comer of property (see sketch plan) 2. Land Use woodland few 2-4 (e.g.,woodland,agricultural field,vacant lot,etc.) Surface Stones(e.g.,cobbles,stones,boulders,etc.) Slope wooded hill Vegetation Landform Position on Landscape(SU,SH,BS,FS,TS) 3. Distances from: Open Water Body feet Drainage Way feet Wetlands feet Property Line Drinking Water Well n/a Other feet feet feet 4. Parent Material: Coarse-loamy Eolian deposits Unsuitable Materials Present: 0 Yes 2 No If Yes: 1771 Disturbed Soil El Fill Material El Impervious Layer(s) [j Weathered/Fractured Rock F-I Bedrock 71 5. Groundwater Observed: Yes El No If yes: Z_ 7 -"Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: 3, inches elevation 36& Aiideuer::Seep 1 lelesAee Fev. Form 11 -Soil Suitability Assessment for On-Site Sewage Disposal -1229Q 2 of Commonwealth of Massachusetts —� City/Town of North Andover Form 11 - Soil Suitability Assessment forOn-Site Sewage Disposal C. On-Site Review (minimum of two hales required at every proposed primary and reserve disposal area) Deep Observation Hole Number. 5 5-11-17 2 PM 60 degrees/clear Date Time Weather 1. Location Ground Elevation at Surface of Hole: Latitude/Longitude: / feet Description of Location: See Sketch Plan for testhole locations 2. Land Use woodland few 2-4 (e.g.,woodland,agricultural field,vacant lot,etc.) Surface Stones(e.g.,cobbles,stones,boulders,etc.) Slope(%) wooded hill Vegetation Landform osition on Landscape(SU,SH,BS,FS,TS) 3. Distances from: Open Water Body Drainage Way Al Wetlands feet feet feet Property Line Drinking Water Well n/a Other feet feet feet 4. Parent Material: Coarse-loamy Eolian deposits Unsuitable Materials Present: ❑ Yes ® No If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock 5. Groundwater Observed: ❑ Yes No If yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: A inches elevation 36 GweRwesd Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal Commonwealth of Massachusetts City/Town of Forth Andover Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. 0n-Site Review (minimum of two holes required at every proposed primary and reserve disposal area) Deep Observation Hole Number: 6 5-11-17 2 PM 60 degrees/clear Date Time Weather 1. Location All Ground Elevation at Surface of Hale: R6 Latitude/Longitude: / feet Description of Location: (See Sketch Plan for testhole locations) 2. Land Use woodland few 2-4 (e.g.,woodland,agricultural field,vacant lot,etc.) Surface Stones(e.g.,cobbles,stones, boulders,etc.) Slope wooded hill Vegetation + Landform osition on Landscape(SU,SH,BS;FS,TS} 3. Distances from: Open Water Body Drainage Way Wetlands feetfeet feet Property Line Drinking Water Well n/a Other feet feet feet 4. Parent Material: Coarse-loamy Eolian deposits Unsuitable Materials Present: ❑ Yes ® No If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock 5_ Groundwater Observed: ❑ Yes No If yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: inches elevation 36 — Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal Commonwealth of Massachusetts City/Town of North Andover Form 11 - Soil Suitability Assessment forOn-Site Sewage Disposal C. tin-Site Review (minimum of two holes required at every proposed primary and reserve disposal area) Deep observation Hole Number: 7 5-11-17 2 PM 60 degrees/clear Date Time Weather 1. Location Ground Elevation at Surface of Hole: Latitude/Longitude: I feet Description of Location: (See Sketch Plan for testhole locations) 2. Land Use woodland few 2-4 (e.g.,woodland,agricultural field,vacant lot,etc.) Surface Stones(e.g.,cobbles,stones,boulders,etc.) Slope(%) wooded hill Vegetation Landform Position on Landscape(SU,SH,BS,FS,TS) 3. Distances from: Open Water Body Drainage Way Wetlands 137 feet feet feet Property Line jL Drinking Water Well n/a Other feet feet feet 4. Parent Material: Coarse-loamy Eolian deposits Unsuitable Materials Present: ❑ Yes Z No If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock 5. Groundwater Observed: ❑ Yes No If yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: 1s inches elevation 3 _ Form 11 —Soil Suitability Assessment for©n-Site Sewage Disposal —Page-2-ef� Commonwealth of Massachusetts V City/Town of North Andover _- Farm 11 - Sail Suitability Assessment forOn-Site Sewage Disposal C. Ort-Site Review (minimum of two holes required at every proposed primary and reserve disposal area) Deep Observation Hole Number: 8 5-11-17 2 PM 60 degrees/clear Date Time Weather 1. Location Ground Elevation at Surface of Hole: Latitude/Longitude: / feet Description of Location: (See Sketch Plan for testhole locations) 2. Land Use woodland few 2-4 (e.g.,woodland,agricultural field;vacant lot,etc.) Surface Stones(e,g.,cobbles,stones,boulders,etc.) Slope(°!o) wooded hill Vegetation Landform1. Position on Landscape(SU,SH,BS,FS,TS) 3. Distances from: Open Water Body ' Drainage Way Wetlands /�_ feet feet feet Property Line VV Drinking Water Well n/a Other feet feet feet 4. Parent Material: Coarse-loamy Eolian deposits Unsuitable Materials Present: ❑ Yes ® No If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock 5. Groundwater Observed: ❑ Yes No If yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: inches elevation Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal -Page of 8 Commonwealth of Massachusetts City/Town of North Andover R,vForm 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (continued) Deep Observation Hole Number: I Coarse Fragments! Redoximorphic Features Co% Soil ,Soil Horizon/Soil Matrix:Color- Soil Texture by Volume Depth(in.) Soil Structure Consistence, Other Layer Moist(Munsell) (USDA) Cobbles (Moist) i Depth Color Percent Gravel I&Stones 0-10 A 10YR3/3 none SL 10-25 Bw 10 YR 6/8 none SL Wer 25-80 C 2.5 Y 6/4 2611 70 Silt Loam at 30"@ Additional Notes: Form 11—Soil Suitability Assessment for On-Site Sewage Disposal Psge-3-ef-8- Commonwealth of Massachusetts City/Town of North Andover Farm 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (Continued) Deep Observation Hole Number: 2 Redoximorphic Features ICoarse FragmentsSoil Depth(in.) Soil Horizon/Soil Matrix:Color- Soil Texture I Flo by Volume Soil Structure Consistence Other Layer Moist(Munsell) (USDA) [ Cobbles (Moist) j Depth Color Percent Gravel &Stories f I 0-10 A 10 YR 3/3 none SL i 10-24 BW 10 YR 618 none j SL 24-90 C 2.5 Y 6/4 24" 70 Silt Loam4water I Additional Notes: � J Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal Commonwealth of Massachusetts P3I City/Town of North Andover s = Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (Continued) Deep Observation Hole Number: 3 1 !Coarse Fragments F2edoximorphic Features I Soil Soil Horizon/Soil Matrix:Color °jab Soil Texture y Volume Depth(in,) Soil Structure Consistence Other Layer Moist(Munsell) I (USDA) Depth Color Percent Gravel Cobbles (Moist) &Stones ' I ! 0-8 I A 10 YR 3/3 none SL I 8-24 Bw 10 YR 6/8 none [ SL 24-56 C1 2.5 Y 6/3 1 56" 40 e SL Water c@ 56-90 C2 2.5 Y 6/4 56" Silt Loam I I i Additional Notes: F Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal Commonwealth of Massachusetts City/Town of North Andover Form 11 - Sail Suitability Assessment forOn-Site Sewage Disposal C. On-Site Review (continued) Deep Observation Hole Number: 4 Redoximorphic Features Coarse Fragments Soil Soil Horizon/Soil Matrix:Color- Soil Texture !a by Volume Depth{in.} Layer Moist(Munsell) (USDA) Gravel Soil Structure Consistence (Moist) ce other I Depth Color Percent Gravel &Stones I 0-8 A 10 YR 3/3 none j SL [ i 8-22 Bw 10 YR 6/8 none � SL I 22-80 C 2.5 Y 6/4 22" 40 Silt Loam Water 22 i I I Additional Notes: &Vapvtlo IVj WIs Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal Commonwealth of Massachusetts City/Town of North Andover - Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (continued) Deep Observation Hole Number: 5 Redoximorphic Features Coarse Fragments Soil Soil Horizon/Soil Matrix:Color- Soil Texture !a by Volume Depth{in.} Layer Moist{Munsell} {USDA} [ Soil Structure Consistence E other E Depth Color Percent Gravel Cobbles Stones! {Moist} & i i i 0-7 A 10 YR 313 none SL 7-25 Bw 1 10 YR 618 none SL 1 25-80 C 2.5 Y 6t3 40"' 40 Fine LS No Water I Observed I ' i I Additional Notes: Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal Commonwealth of Massachusetts City/Town of Noah Andover '� k Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. Ort-site Review (continued) Deep Observation Hole Number: 6 Redoximor hic Features iCoarse Fragments Soil Horizon/'Soil Matrix:Color-I p Soil Texture E %by Volume Soil Depth(in.) Layer Moist Munsell (USDA) Soil Structure Consistence Other Y (Munsell) ) Cobbles (Moist) Depth Color Percent Gravel &Stones 0-9 A 10 YR 313 none SL i 9.22 BW 10 YR 6/8 none SL 1 22-72 G 2.5 Y 6/3 40" 40 LS 20 No Water Observed 1 Additional Notes: Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal Commonwealth of Massachusetts City/Town of North Andover Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (continued) Deep Observation Hole Number. 7 Redoximorphic Features Coarse Fragments Soil Soil Horizon/Soil Matrix:Color- Soil Texture to by Volume I Depth(En.} Layer Moist(Munsell) (USDA) Soil Structure Consistence Other y } } Cobbles (Moist) Depth Color Percent Gravel &Stones 0-9 A 10 YR 313 1 none I SL 1 9-24 Bw j 10 YR 618 none I 1 SL 24-74 C 2.5 Y 6/3 32° 40 LS 20 ' No Water Observed E � i Additional Notes: Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal Commonwealth of Massachusetts City/Town of North Andover Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal W-17 C. On-Site Review (continued) Deep Observation Hole Number: 8 Redoximorphic Features Coarse Fragments Soil Depth(in.) Soil Horizon/Soil Matrix:Color- Soil Texture %by Volume Soil Structure Consistence Other Layer Moist(Munsell) Depth Color Percent (USDA) Gravel Cobbles 1 (Moist) I&Stones', 0-10 A 10 YR 3/3 none SL 10-25 Bw 10 YR 6/8 none SL 25-78 C 2.5 Y 6/3 40' 40 LS 20 No Water Observed Additional Notes: Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal PFF;F9R ' ' Commonwealth of Massachusetts Cof North Andover Form 11 ~ Soil Suitability Assessment for On-Site Sewage Disposal D. Determination of High Groundwater Elevation 1. Method Used: Obs. Hn|e#fObs. Hole#7 Fl Depth nbmonxod standing water inobservation hole inches inches Depth weeping from side of observation hole inches inches Depth tosoil redoximorphiofeatures (mottles) 40 32 inches inches F-1 Depth to adjusted seasonal high groundvvabar(Sx) (UGGSmethudo|ugy) inches inches Index Well Number Reading Date 8h=Gc-[Sr x(OVV"-OVVmx)XJVV,1 Obs. Ho|e# S. ____ S, ____ OVV OVV,' OVV Sh Obs. Hu|e# S. __ Gr __ [w, Owm�xOW, __ S^ E. Depth of Pervious Material 1 Depth nfNaturally Occurring Pervious Material a. Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? N Yea Fl No b. |fyes, otwhat depth was itobserved? Upper boundary: 24 Lower boundary: 74 inches inches c. |fno, atwhat depth was impervious material observed? Upper boundary: Lower boundary: inches inches 3 13211 oil -15 Form 11 -Soil Suitability Assessment for On-Site Sewage Disposal ^Pzge-&vft Commonwealth of Massachusetts City/Town of North Andover Form 11 - Soil Suitability Assessment forOn-Site Sewage Disposal F. Board of Health Witness Issac Rowe Consultant to NA Board of Health Name of Board of Health witness Board of Health G. Soil Evaluator Certification I certify that I am currently approved by the Department of Environmental Protection pursuant to 310 CMR 15.017 to conduct soil evaluations and that the above analysis has been performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. j, rther certify that the results of my soil evaluation, as indicated in the attached Soil Evaluation Form, are accurate and accor ith 310 CMR 15.100 through 15.107. Z 5130117 Signature of SoYEv' t Date John D. SLOW III SE#: 2378 6-30-2019 Typed or Printed Name of Soil Evaluator/License# Expiration Date of License Note: In accordance with 310 CMR 15.018(2)this form must be submitted to the approving authority within 60 days of the date of field testing,and to the designer and the property owner with Percolation Test Form 12. I I NOW Ili R1 101 i Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal , ayW / TvurxO*8 65 92,,28 90""52 "2,dO 3 ;;V:') 9"I'l 78 93,04 -• 'Eb,$xCi+i w3x;�'t TQ6 8B gym"�,,. I',a`hft � TH—g . / PT-1 !),? 89 !7fj6;,O TH--a 0 w""19 PT-2 3'?.x59 / Rebar I 1 Found 98','i 6 !Y`ir°,J �lkU7? 9;°x.30 to 4 +Y+vv4?Cy L . - ... . J MIN. BUILDING SETBACK (TYP) TH-2 .H-3 )?4Afr'J ^.fe;xrAV agrl,rCaV f 09 r 0 TH—/ ry, �4 V 1+103'11'10"w IRS, 9 r.;; >r� �) 141.15' Found 1fdV r)rV Bit. Conc. Sidewalk Bit Conc. Sidewalk V84.i)I,,vd 19,A7 39x9/ N00,xO'? as I01x4/ JO H'.NSON STREET @ENCLIMARK: STAKE & NAIL ELEV=100,00' (ASSUMED DATUM Commonwealth of Massachusetts City/Town of North Andover Percolation Test Form 12 -----------—------- 'Percolation—test results-must besubmittedwith the Soil Suitability Assessment for On-site Sewage Disposal. DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with the local Board of Health to determine the form they use. Important: A. Site Information When filling out forms on the computer,use BJF Realty Trust (Applicant: TKZ, LLC only the tab key Owner Name to move your 800 Johnson Street- Undeveloped Lot (Tax Map 38 Lot 106) cursor-do not use the return Street Address or Lot# ----- - key. North Andover MIA .018,45 Cityrrown State Zip Code Tom Zahoriuko 978-852-4002 Contact Person(if different from Owner) Telephone Number fel B. Test Results 5/11/17 2:00-pm 5111/17 315 pm__ Date Time Date Time Observation Hole# PT-1 PT-2 ....... Depth of Perc 32-50 34-52 Start Pre-Soak 2:13 ----—--_- 3:22 End Pre-Soak 2:28 3:37 --------------- Time at 12" 2:28 3:37 Time at 9" 2:54 3.58 ......-- Time at 6" 3:28 4:25 ............. Time (9%6") 34 min 27 min Rate (Min./Inch) 12 9 .......... Test Passed: Test Passed: Test Failed: ❑ Test Failed: El John D. Sullivan III, PE, CSE Test Performed By: Issac Rowe-Consultant for NA Board of Health/p"; ............ Board of Health Witness Comments: .................................——-_-_ t5forml 2.doc-08115 Pere Test-Page 1 of 1 ` ' Co0nM09111jealth of i1pl8ssach0sefts , City/Town of North Andc)v,-,,r al Form 11 ~ SOH SuRaNX^Ay Asa->essmem0 for On-8-Re SPMwage D^spost,-,��1 BJ T own�,w�m�-------^-' ^�`�-'---- -'------___- _---------�'--------- -------------- 8OOJohnson Street pedLo� -------- o��e*ou�s �� ----' � ' ----------------�__-__----�__-__'_______ Tax Map 38Lot 1Oro North Andover K8ap/Lo�x^--------�- ------ MA �01845 S=e Zip Code �--'------'----- 1. (Check one) Z NewConsbVoUon Upgrade Repair 2 Soil Survey Available? Yes �l No If yes: USDA_ 4D 2 Canton Fine Sandy Loam l����—'- ' '----'------------ So�/Ma -U�- , CO2rae |o7::My eolian deposits Voi|Limba�iono ------�— '--------- —'___________._ �== ___________ ________' hiU b,n4�nn ------'----'--' ----------'--- 3. SVrflioio| Geological Report Available? 0 Yea �� No If yes: -----' ----' / |�ha�Snumepu���������— -'-- 4. Flood Rate Insurance Map /v/apumt Above the 5DO'yearfloodboundery? �� Yo� [] No within the YOD-Year flood boundgry? �� Yes 0 No h, Within ave|ooityzone? El Yea No G' Within a ��eppedVVeUandArea? 0 Yea �� No MaesG/SVVet|undData Layer: 7. <�urrentVVaterResource Conditions 'USB8): 4/2O17 Range: �� AboveNorma| �� N ���»�f��--�---------- _ � �� ,� Normal �] Be|nvvNo/ma| 8. (]therreferenoesroviem/ed: Form 11 -Soil auUtabiiU'yAssessment for On-site sewage Oispnea|~����"�� < onomonvilealth of njlassachluse,,�ts, Cit}/Town of Noah Andover Form 11 SOH ftitabfflty Assess�nent for 03n,81te Setk�,7age D.�Sposq `N401_ C. On-Site Review (minimum of two holes required at evely Prqposed primary at7d reserve disposal area) Deep Observai"Lion lJole Number: I 5-11-17 10 air 60 deqjees/q�a, Date Time Weather iLocation Ground Elevation at Surface of Hole: Latitude/Longitude: Description of Location: Front left corner of propart" Lee.��Ie _tqh_plan) 2. Land Use -woodland Jew wg7'%vooainj, agriCultLl`al fief,vacant lot,etc,) 2-4 wooded hill Surface Stones(e.g., cobbles, stones,boulders,etc.) Slope tflk La,;dforrn Position on Landscape(SU,SH, BSI FS,T,9) 3. Distances frorn: Open Water Bodyr. Drainage Way aletlandsell_ feet 17 T;et Property Line Drinking Water Well n/2Other teat 'FeE, fee, 4. Parent Material: C' 2rse-loamy Eolian deposits Ur&jitable Materials Present: 0 Yes E-1 No If Yes: ❑ Disturbed Soil ❑ Fill Material 7 Impervious Layer(s) .7 Weath e red/,'--ractured Rock ❑ Bedrock 5. Groundwater Observed: "Kf� Yes No if yes: !t� D e pt[i ing from Pit Depth Standing Water in Hole Estirnated Deptith to High Grounclw'ater: inches ev@tion Form 1 I —Soil SuilabiMy Assessment for On-Site Sewage Disposal COMmonviveaft1h. OfMassachusetts jam aortia Andover CitY/Tovvn of N b 0- 0 rro LL C. On-Site Review (miniMLU77 of two holes required at eveol pro,posed primary and reserve disposal area) Deep Observatioirl Hole Number: 2 5-1 It-17 10 all 60 de grees/clear Date j irnE Weather I Loc8t;onJi Ground Elevation at Surface of Hole: LafitUcle/Longi'Lude: Description of Location: Front left corner of�r qyS �t sketch h plan) _ s� 2. Land Use woodland _ few ____—,_o---(e.g.,W00 la @gli0UlfL '@I feld,vacant lot,etc,) rfeceStcnes(e.g., cobb1es,staves;buld"e,—rs,-eta.) Slope Slope -wooded hill Landform Position on Landscape(SU,SH, BS,FS,TS) 3. Distances from: Open, Water BodyL--. Drainage VV /il Pq ---vay Wetlands 2 feet reef Ile Property Line Drinking Water Wei'! n a Other feet feet 4, Paree-ni Material: Coarse-loamy Eolian depos�L�s Unsuitable Beet Uitable Material's Presen': Yes No If Yes: L Disturbed Soil IFNI 1 later;,21 ❑ IMPerViOLIs Layer(s) 0 VVe hered/Fractlured Rock Bedrccl, 5. Groundwater Observed: 1V 1 Yes Cl No If yes: Depth Weeping from Pit Depth Standing Water in Hole Estinnated Depth to High Groundw-ater: V inches elevation F-0i'm 'I I -Soil suitability Assessment for On-Site sewage Disposal 6 � C0MM0n Mu"ealth of Mass ad h us City/11 oven of North Andover L;W -. 1t jHit y Assessment dor On-Site �awagDisposed ps�ex s } F its -_°._� C. On-Site OV� W QTli i/??LIM of two holes requfi ed at every proposed-primary&7d f eSc"-.nle djsp0,q.21 aji ect) Deep Ob--er action dole Number; 3 5-11-17 10 err degrees/clear ate Tillie Aleather 'i. Location Y � { Ground Elevation at Surface of#-tole. J - . �.._� Latitude,'Loncritude: I feet Description cf Location: Front left corner of pro ert see sketch plan 2, Lancs Use woodland few 2-4 -..�.__._.__.. ._ .__.—_._.. �_.._... (e.g.,__oodla id, agricultural fields.vacant lot,etc.) Surface Stones (e.g-, cobbles,stones, boulders,etc., Slope(�/o) wooded till VegetationLandform Land arm y. Position on i_anaiscape;SU,SH, BS,FS,TS) x__ a. Distances from: Open �'ilater Body "I"`�I�r`' Drainage;1Ua ����r�; � �� � g Y # Wetlands � ;eel �- t. feat fens. Property Line _ Drinking Water Nell n'a Other 0t fe rat Teat 4. Parent Material: Coarse-loamy Foiian deposits UnSLlitable Materials Present: ❑� Yes N If Yes: ❑ Dlst+.lrbed Soil ❑ Fill Material ❑ impervious s La er [I Bedrock Y � ) ❑ V�leatherecirFract�rred i�ocl< 5. Groundvrater Observed: ❑ Yes ❑ No lr`yes: � �# Depth weeping fram reit De EI Standiin _ p g!Nater in Hole Estimated Depth to High Groundwater: _. _�=�._ �' e�".% inches elevation Farm 'I1 -Soil Suitability!assessment for On-Site Sewage Disposal R cel ComnDormeafth of Dawass jjjset,,-Ls ;J City/Town of Noll, Andover Foy° �, ss S 11-3 Re Revie (minimum oft`wo liojes regL iced of eveT procosedpt'imaty and � Dee e fa io 03e Number: u-11-17 par seive-re area) 60 cegrees/clear aie Time 4'4'eather 1. Location GrOUnd Elevation at Surface of Hole: _ --_-__.-- — Latifude/Longi.Llde: tea __-- Description of Location: Front left corner of property (see sketch plan) Z. Land Use woodland �ebv—__ _ --- 4 (e.0., la'nd,aCirlCUltU al Feld,vacant iot,eetc,, Surface Storrs(e.g.,cobbles, stones,boulders,etc.) Slope wooded hili V-._—.- __... tieget8tionLandscape � — _ osstion on andscape(SU,SH, 3S, Fa, k S) �- 3. Distances from: Ogen Water Body ----_.__. Drainage\1'\/aytAjetlaljds _ reet Feel Eti t Property Lime Drinking Water Vtteli rwa Other lee: feet 41. ; arel,t Material: Coarse-loamy olian deposits Unsuitable Materials present: -_. ❑ Yes w No If Yes: C! Disturbed Soii Fill Material ❑ larpervious Layer's) WeatheredlFracured Rock Bedrock 5. Groundwater Observed: 27 Yes L-1 N If yes: .'7 r17' -'depth SJveeping from Pit Depth Standing water in Hole Esttimated Depthto High Groundwater: inches elevation ~W Form '11—Soil Suitability Assessment for On-Si e Selvage 0isposai �A-1 e.Z,caLS City/Town of North Andover 7112—E for Sewage D�sposa� I SOB Sufta bility Assr-;,sstr 5--bin-S-ite�Revlew (mirIOIL1177 of two holes reqUired at every proposed pfirpaiy and reserve disposal area) Deep Observation Hole Number: 55-1'1-'17 2 PM 6O degrees/clog Date Time V-Veither 1. Lo--a+ion Ground Elevation at Surface of Hole: Latitude/Longitude: feet Description of Location: {See Sketch Plan for tes-thple locations-� 2. Land Use wood,l,,a,,nd,.----.,-- few ---------- 2-4 a ' k -9.,woodiand, agricultural field,vacant lo,, etc,) Surface Stones(e.g.,cobbies, stones,Douldlers,etc.) Slope wooded hill VegetasEon __..... andT-c-11-n1 fi -Position on Landscape(SU, SH.BS, FS,TS) 3. Distances fl-clij: Opel Water Body Drainage Way Wetlands feetet feet Property Line ie Drinking Water VVell n'-a Other fent _fe f-et- et e I 4. Parent Material: Coarse-loamy Solar deposits UnSt.litable Materials Presen' L: Yes If Yes: D Disturbed Soil M Fill Material ❑ Imperdicus Layer(s) El Weathered/f=ractured Rock [I Bedrock 5. Groundwater Obset-ved: 17 Yes- No If ves, Depth Weeping from Pit Depth Standing Water In Hole igh Groundwater: =stimated Depth to 1-11 ;aches e evLicn Porn 11 -Soil SLIftability Assesst-nentfor On-Site Sewage Disposal -%ge-2--ef-8— Commonwe-eduh ofPA-assac-husetts INMOE, City/Town of Nol-th Andover SOH Suitability Assessnntant for On-Site SP,%Ajage Disposa[l Form I I Cu n-S i te Rev u evu (Min im Lim of Milo moles required at every proposed Primary a n d I reserve disposal area) Deep Obsenraitioll 1g?-lie Number 5-11-17 2 P KilI �-�dlz�qrees ciear Date Time Weather -- 1. Location Ground 'Elevation at Surface of Hole: LatitUde/Long itLl d e: feet Description of Location: _(See Sketch Plan for testhole locations 2, Land Use woodland few 2-4 *6e_._g.*,wood-l'a, SUFfaCe Stones(e.g.,cobbles,stones,boulders,etc.) Slope wooded hill Landform Positor on Landscape(SU,SH,BS,F 1 Distances from; Open Water Body i_j Drainage Way Wetlands LL/ feet f�et feet Property Line D1 Inking Water Well n/a Other tee, Beet 4. Parent Arn /laterial: Coarse-loay Eolian deposits feel, Unsuitable Materials Present,' ❑ Yes E)/-,j Ido if Yes: ❑ Disturbed Soil MI Fill Material 17 Impervious Layer(s) 71. Weathered/FMCW red Rock ❑ Bedrock 5. Groundwater Observed: Yes N a If Yes: Depth VVeoping from Pill Depth Stat ding Water in Hole Estimated Depth to High Groundwater: nches �Tevation i 36C -_rev .doe _8A_5 Form 11-Soil Suitability assessment for On-Site Sewage Disposal l „ CityiTown of North Andover I - 0iI Suitability A s sez s a un,enn43 �g, , c� Ca, s � 4 C. On-S.Re Revievv (r77iJ7i,77U1-t7J Of ftivo holes ieqctiracP ai ev'eT prop osndptirnaiy and reserve disposal area Deep ,en3aV9o� Hole ?�u nbei-; _� �-�1-17 � li ,_. _ _. 2 : 11 5 --d-eg—--rees/Ciear � — l'ime Weather Locat=.on Ground Elevation atttrface of Hole: "Te e± f` ` _ Latitude/Longitude: / Description of Location: (See Sketch Pian for testhole locations) 2. Land Use woodland — to w _ 2.6 e.y.,v oodlai;�.agrcut,t ural field,vacant`o:,etc.? - — _ - ... sLlr��fi8 stones ..----._ wooded (e.g.,E �. cobbles, stones; boulders,etc.) Slope tion h;,I Landform 3. Distances ai3cGs frt3tn: Open Water C30d Position on Landscape(SU, SH,6s,FS,TS) u3 t f - ._. L}Ic�ICIct � i�c3�1 { � 1� 7 i 4 fee. . L _.. tVtlanos feet ---- Property Line Drinking VVa- t e � feet -;eel - ` t, ll nl�,- -.._. .__ Other fee; feetParent [Material: Coarse-loamy Coli-n deposits Unsui,ablp Materials Present: Ir Yes X, Flo If Yes: ❑ Disturbed soil ❑ Fill Material ❑ In pervious Layer(s) ❑ Weethered/Fractured Roci< ❑ Bedrock 5. Groundwater Observed: ❑ Yes No If yes: c x Depth vlleep;ng from Pit Depth Standing Water in F?ole sGimated Depth to High Groundwater: t cines elevation _. 3Cs3;� reS�ai3 ut.8 r5 Foran 11-Soil suitability Assessment fo,on-site Sew2ge Disposal C'ity/' own of North Andover GO, Form I I SCH SILflitabilfty Assessr-nent IT"Mr a a Jis 0 aj g p s C'. On-Site Review-, \IT71MIMUM Of tvvo holes required at every proposed primaiy and reserve disposal area) Deep ObseiVaU011 Hko!e Nfumbler: 8 5-11-17 2 PM 6-0 deqrees/clear Date V'Ve@ther 1. Location Ground Elevation at Surface of i-joie: LatitUrde/1-ongitude: fee Description of Location: {See Sketch Plan for testhole locations) 2. Land Use woodland few (e.g..woodland.agricuitural fielct,vacant jot, etc.j 2-4 wooded hill Surface Stones(e.g.,cobbles,stones,boulders,etc.) Slope(%)- Vegetation -Landform A Position on LandIscalre(SU,Sl i. BS, FS,TS) 3. Distances fro?"I: Open Water Body .---—t-i., --- Drainage',,/VayJ I'/ et Wetlands Property Lit le et Drinking Water Well n/a Otlier lee- 4. Parent I'Materia): Coarse-loamv Eolian duos Unsuitable Materials Present: No if Yes: ❑ Disturbed Soil El Fill ME-Itel'i2i ❑ Impervious Layer(s) El Weathered"Fractured Rock ❑ Sedrod, 5. Groundwater Observed: ❑ Yes -J§`J No If yes: Q, Depth Weeping from Pit Depth St tancing water in Hole Estimated Depth to High GrOUndwater: L7 inches elevation Form I I-Soil Suitability Assessment for Can-Site SeW2ge Disposal -Page-zl-c,�- Commonwealth of Massachusetts ,. City/Town of North Andover ` r Fore I I - S H Suftabifity Assessment for On-Sft Seveage Usposal C. On-Site ReAevv (ccontinued) Beep Observation Hole Wllrlbei': 1 edoxirnorphic Features C parse rrag€nents,! De th } (+;n. ;Soil Horizon/lSoii lvlatrix:Color-' Sol Te;ctu,e %by volLrme Soil ! i Layer Moist(Munsell) (USDA) Soil Structure;Consistence; Other Depth ColorPerces f Gravei ;Cobbles i {lUit)isf} l ? &Stones (- € €- -3 ---- ---- --- i ' 0-1 A 10 YR 6/6 none r SL 10-25 Bev 10 YR 6/8 none SL 0 C 2.5 Y'61 26" I � Ut�afer I l 70 6iit Loam Additional Notes: � J i „ '' Form 11 —Soil Sultability Assessment for On-Site Disposal Sewage r ��� ffi�• c�i tr\ " p2tIma3iEweafth of IM¢33s+7aL.huss*'t+'a 1r � City/own of North Andover Form 11 g 5011 SUAMS biflty As- e sn en for On-trite MMEige Usposal C. On-Site Revoevf (continued) Deep Observation Hole Number: 2 i Redoxinnar hic Features 1 Coarse Fragments; i Depth(iso.) Soil Hori�oni Soil Nlafirix: Calor- � Soil�e;:ture i %by Volume Soil I Layer Moist'MunsLii) _ �Soli Structure ;Consistence Other (USDA) Cobbles ! ; Depth Color Percent Gravel { (Moist) —�r { L:atones A 10 YR 3/3 none SL 10-24 BW 10 YR 8/8 none Sl 24-90 f C 2.5 Y 0!4 24" ; 74 Silt Loa �� i V1' later j` m I 24" Additional dotes: ff r Form I I Soil Stability Assessment for On-Site Sewage Disposali��-v; ;rte Commonwealth of F ssach se y/Town of No-th Andover Form I I - Soil Su51tabilky Assessment for On-SKe Semuage Di a C. On-Sibe Review (continued) - Deep Observation Hole Number: 3 Redoximorphic Featus ! ;coarse Fr e r encs' ie Depth(in,) (Soil Horizon/Soil Matrix:Dolor_f Sa;i Texture %by Volume Soil j Layer I Moist(Munsell) (USDA,) Soil Structure Consistence; Other Depth i Go;or Percent [Gravel Cobbles! (ililoist) I&Stones Q-3 A 10 YR 3/3 j none ; I SL 6-24 Bw C':C YR 6l3 none ' SL i I 1 24-56C.� 2.5 Y 6/3 ��" � � 4Q � SL ! ; V4'a(er� , 56-90 I C2 2.5 Y 6/4 66" Silt Loam ! Additional Notes: f" / — e r �,rl; l ti ..:.:, r _ 1 t J t� `' Form 11 —Soil Suitability xssessrnen for On-Si`e Sewage Disposal Commonwealth of Massachusetts No,,�-h Andover City/Town ol Form 11 - S0 8S i Ai,t a b i lite Asses FJ ge D'spos C. On-S-fte ReAevv _(conlflnued) Deep Observation Hcle Nuirnber: 4 !Coarse Fragmentsi Redom-norphic Features 1 Depth(in.) Sail Horizont'Soil Matrix: color-1 Soil Texiw-e i %by Volume Soil Layer Y Moist(Munsell) Soil structure Consistences'(USDA) Other Depth Color 1 Pei-cent; I Cobbles Gravel ! i 8,Stones! 0-8 A 10 YR 3J3 1 none SL 8-22 Bw 10 YR 6/8 j none SL 2 C 2,5 Y 6/4 i 22" Silt Loarn �I_Vaier@ 40 22" Additional Notes: All, Form 91 —Soii SuitabiFlty Assessment for On-Site Sevvage Disposal Commonwealth of Massachusen—s, City/Town of North Andover Form I I S c1 8 Uirta b! ity Asscassnine n t f or 00n- fts S831feage Des Posa,I C. On—Site. Ravlevw icontinued) Deep Observation Hole Number: 5 Redoxii-norphic Features 'Coarse Fragments, Depth(in.) Soil FlorizonliSoil wiatrix;Color-11 Soil oIILIIe %by Volume Soil Layer tl#pi5t(Mul-,setl) i Soil Structure !Cor�slstence Deptholor (USDA) (Moist) Cobbles Gravel Stories, 0-7 A �10 YR 3113 none SL 7-25 YR 6/8 none SL L 2 410 Fine LS No Water 5-80 c 2.5 Y 6/3 40- Observed Additional Notes: Form 11 -Sol Suitability Assessment for On-S:te SeW2ge Dispose I CommonweaMn of MassachLqsetts City/Town of Nofth Andover MH,KE_ ftabiflty Assessrrl.,ent for On-Site. Sammage D1,18posall Form I I - SoN Sud, C. On-Site Review (continued) Deep Observation Hole Number: 6 Pedoximorphic Featuresarse Fragments Depth H Horizon! soil i'llatrix: Color- i Soil Texture I 0/a by VOILIlle Soil T oil Layer Soil Structure T.-Consistencel Other oist(mursell) — I I F — Depth Color (LISDA) — I _'" _' i C�r I Jasl �Cobbjes' I Percent Gravel • S i (Moist) Stones; --------------- __j 0-9 A 10 YR 3r3 i none j Si 9-22 BW '10 YR ME non� F SL AU No Water 92 7- 1� If I 2 72 C 2.5 Y 6/3 40" LS 20 bserved Additional Notes: Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal aOM O�� "ealth o Y] , apt City/Towna, fll h Andover �1 Fore 1A SCH SuftabHfty Assessmeont for Onrn iftb GIS Disposal C. on-Site Revise (continued) Deep Observation Hale ;dumber: 7 i Coarse Fragments! Reda irnor?�i�ic Features 5 �e;-rts� Depth{ir,.) So;#Horizon"!Soil Matrix:Colord Soil Texture "l4�7�r vc#urr1e Soil Layer i Moist(lirltrnsell) 1 i {llSDA} —�' Soil StrLiCtUr? ,Consistence Other l Dept#3 Calor I Percent Cobbles Gravel w 5fonesl I (Moist) w I 0_-9 A 10 YR 3/3 none SL j i € • � _F__L 9-24 Bw )a YR 618 tone �L 4 ' 2� C2.5 Y 613 32" 1 � 40 �11 LS 26 ~Ia WaEr — - 4-74 Observed i L_�E Additional dates: III Forin 11 -Soil Suitability Assessment for On-site Disposal sewage pis p City/Town of North Andover Form I H Sufta, dit Assessment frog° On- ft _ S e� age Disposal C. On-Sits Review (continued) �— DeeP Obseniation Noce Number: ColL res #siDe #h(in.) Soil HPeclo i� aaahic FaiCoarse niSil JSoil LEe / by Volume oil Moist(Munsell) Soil re >Consis#encej Oilier Depth Calor Parcent Cai3bles' !I fir'Vel Stones (lUoist) Q- Il 10 YR flOnL� ' ? -- SL i I 10-25 JF���J n, \f 618 t none SL 26-73 c 2.;6 Y 6/3 ' Lt i 6 LS No grater + E — Observed Additional Notes: `- Forni 99 —Soil Suitabil tyAssessment for On-Site Sewage Disposal RF _U_9 � ' �,Orlllmoirlwaalth of Massa ch u,,z._t�; _ CitV/7Ovi/nOfNorth Andover �� U� � � ^ Form » » ~ ����UU ����~ta��^�^*»« Assessment for ��y�~V�~tQ� ��������k��� ��^����������K D. Determination of High Gii_'o_undvt1_ate ..r Elevation 1- Method Used: Obs. Hole *5_______ {Jbs, Hole# F-1Depth observed standing water|n observation hole �--------- '----'----------- inohea ' ------- ----------- DaPthweePinQ �onnmideofobaervadonho|e inohes '--------- TnclIes--'--------'--- -- - ------ �� Depth to soil nedoXirnorph|ofmatVnao (mottles) 4O ' inches -------'--- ' 32 Depth Loadjusted seasonal high groundwater (�n) l� as 6�hes_'-'---------'----- (U8GG |nethodo|oQy) ------- inches ���s ------------- - _ |ndex�e!iN—um ber --- Reading Date --- ------- -- '-- bn = S,-[Srx(OW,L- Obs. Hole# S^ Sr___ uvv, OwLaxow, Obs. Hole# Sn S, owD\�axOW, Sh u~. UxnUmuoxOoPervious Material ---------- 1Depth ofN@tura||y Occurring Pervious Material a. Does at least four feel oi naturally occurring Pei-ViOLIS Material eXist in @11 areas observed throughout the area proposed for ti e soil absorption system? N Yea F-1 No b, |fyes, all what depth was |tobserved? Upper boundary: 24Low�rbound�ry�� 74 ___-_--_' o. |fno, etwhat depth was |n7pemmaterial �c�s_ e| obsen/ed? Upper Lower |»cheo . �c h e�__- COMIonwealth of Massachisetts City/Town of Noith Andover Form 11 Soil Suitabfflty Assess,Ment for on _Site Isposal SG"Ayage DJ F. Board of Health IsVjt�esq Issac Rowe r�a—rre'Cf-TF&a�rdof i4��Ftj�-v7vL�.- S-- ------ to L� c, of Health J\ Board - Board o4 Health ------ I certify that 1 anj currently approved by the Department of EnvIronn'lontal Protection pursuant to 310 CVIR 15.017 to conduct soil evaluations and that the above analysis ha 's been Performed by Me consistent with the reqUired training, expertise and experience described in 3,10 CMR 15.0,17. Uurther certify that the results of My soil eV@ILI2tion, as indicated in the attached� Soil Evaluation Form. L are accurate and acco�Orl-6'-P;ith 310 CmIk 15.100 through 15.107, +iPIA" J 'STg`naiu-,-e-of Sqj —--------- John D. SUff`iva-` Date in ' -T,, III SFS: 2378 6-30-2019 Typed or Printed'Name c-f-S-o-i I-E-va-k I at o 1I I Licerise'#� t xvira410 1 t I 6a of License Note: it!accordance with 310 CMR 15.018(2;this form Must be submitted to the 2PPI-OVing authority within 60 days of the date of-field testing, and to the designer and the property owner vvith i Form 11-Soil Suitability Assessment for On-Site sewage Disposal ,ZF se YY / r 7B l Vi-a BB TH-5 1,.1._1 � r X67 ' Found I Found � r tsin+. Qinl�lw�ai; s��f,ci< tTWIl Tri-2 -M--3 NO3'11'10"W Found -- / Pik. Conc. 5idevollt W._. _ `- --.*. }{.13H. CancY Sidewalk .. 4 rt4- i3ErVCi IMAtyY T STAKE & NAIL FLEV=100.00' (ASSUMED DATUM) Commonwealth of Massachusetts Clty/Town of North Andover Percolation Test of 1� ,.r I�eraolatian tesfi results must b_ submitted With the Sail Suitability-Assessment far Onsite Sewage Disposal. DEP has provided this form for use by local hoards of I iealth. Other forms may be used, but the information must be substantially the same as that provided hare. Before using 'this form, check With i the local Board of Health to determine the farm they use. When filling out A. Site Inforrnatio Cii forms on the computer,use BJF Realty TrustWnApP he ant_TKZ, !_€ C ... only the tab key Qer Name - -..-_._..._..___. _.._..— ._ ___ .___ to rnove your 800 Johnson Street- Undeveloped Loi Tax Ma. 38 Lot 106 cursor-do not --... _.. _ -�,_ �?_� �- Stre,t Address or Lot fl __..........—._—.. _ use the return — key. North Andover IUiA01845 S#ate tip Code €arra Zahonuka 978-852-4002_ -- _ Contact Person(if different rrom owner ? Telephone Number — Results 5/11/17 2:00 pm ..._.. 5/11/17 3.15 pin -. __ __ _ Date Time Date Time Observation Hole 4. T_1 I.7 Depth of Perc 32-50 34-52 Start Pre-Soak 2:13 3:22 Find Pre-Soak 2:28 3.37 Time at 12°' 2:28_ ___...__..... ___.... - 3.37 Time at 0„ 2 gf. 3:58 Time at 6" 32_8- 4.25 Time (9"-6") 34 Min 27 min Rate (Min./Inch) 12 9 Test Passed: [ Test Passed: U Jahn D Test Failed: Test Failed: Sullivan III PE, CSE � tri Test Performed By: — issaa Mauve-Consultant for NA Board of Healtht ._--------- _.._. ___.—__. ......_...-- Board of Health Witness Comments: t5foim12.doc•08115 f erc Test-Page 1 of'i p