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HomeMy WebLinkAbout0025 BUCKWOOD DRIVE - Health 25 Buckwood Drive, Hyannis A = 272 102 I I� p TOWN OF BARNSTABLE LOCATION VCKLe)0e:)-t) SEWAGE# VILLAGE HYAwi 5 ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO.CAPiEWtaC ROO a-ln-897p SEPTIC TANK CAPACITY ®co � f LEACHING FACILITY.(type)T)56b!q GEEA&t-1A L. (size) (a ,g �C �j NO.OF BEDROOMS OWNER bAJJIGL 1 CARd U4 i PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility N44 Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) 4 Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) AJIA Feet FURNISHED BY wen_T -D L -° -� tN/l N - - W 03 (� s w � J 1 cn p co 0 N A � A c 6� TOWN OF BARNSTABLE _,LOCATION a 5— 3u��.�..�ooJ ,Q•�e SEWAGE# '2-bcr1'0%4—I VILLAGE ASSESSOR'S MACP&PARCEL INSTALLER'S NAME&PHONE NO. 0%a(- �e%c (_,,�1 �{Z� yo zy SEPTIC TANK CAPACITY Zn OU 1-1/6 LEACHING FACILITY: e) (size) 3 X NO.OF BEDROOMS .2 G OWNER �c�r ¢.� c1 f U PERMIT DATE: poct COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility IV feet Private Water Supply Well and Leaching Facility(if any wells exist on site or within 200 feet of leaching facility) feet Edge of Wetland and Leaching Facility(if.any wetlands exist within 300 feet of leaching facility). feet FURNISHED BY 6'AftwirL P4.'�Iel)jeS LLC zw m o� W N . N W TOWN OF , ARNSTABLE ` L.00ATIONC � ✓"G�— �a SEWAGE # -YMLAGE t� ASSESSOR'S MAP& LOT l- INSTALLER'S NAME& HONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) I 4— (size) l NO. OF BEDROOMSBUILDER OR OWNER l lJ�C \ AeM-0-U PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) ^,� ' Feet Furnished by '1/12.-7191 C non 7e- 03 Fee� C� _ No.. � � THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: a PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Rpplitatlon for -MispoBal .6pstem CoustrUttion Permit Application for a Permit to Construct( ) Repair W Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. D2• Y/}n n 15 Owner's Name,Address,and Tel.No. 3DO -2 73-D 371 Assessor'sMap/Pazcel p� Z /Oz D/Eti'�i AHb cA-u-rNa s7DRy ZS g.xAC"-OD Dr . 4YA- %wtS Installer's Name,Address,and Tel.No. 'y 8 1 Desigt is Name,Address,and Tel.No. 1 De E1�1�l�pnscs R130 J c60A,1 �N6wctR14. 1�� A 28s'� G�u�vtb +LEFy t, w�r+c +�t . Type of Building: . Dwelling No.of Bedrooms vC Lot Size ?S-)o +/ sq.ft. Garbage Grinder( ) Other Type of Building gic5 t n ei, -k 1 No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) d-A O gpd Design flow provided `f 9 . L+ gpd Plan Date I Li 9 Number of sheets I Revision Date Title as -Da.. 4,/4-n n lz Size of Septic Tank O G Type of S.A.S. (2) Soo (�' 0+A._%L3r RS Description of Soil IMt,b - CoA-f-5 R_ SA-0 b No SE C- PLArI Nature of Repairs or Alterations(Answer when applicable) 05E C X IS T 1 kV l p po Gi ri G //7WL. 7-0 Nt-.A �-}2.o G o C4A-n4&WS C,3 . / Y 101clah Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Sign-ednDate Application Approved by y Date 1 t Application Disapproved by Date for the following reasons Permit Noon 1 Cl C) I Date Issued ( 1 ?w 1 �i -.'ti -C:.,., .'rM-a'x. "' h +t+ -.e`^'�p. _o- -. `.1. t'RN,�"v,�• a•• r t-. ��..{4 y a'^e ..1'rR�,' art '�, ry,'., _..F..:-e•-r- T `j,, ' No. � ` ..H f• Fee 09 THE"COMMONWEALTH OF MASSACHUSETTS Entered in computer: ti PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE, MASSACHUSETTS Yes �4plitatlon fo`f Misposal 6pstem,' ConstrUttion Permit Application for a Permit to Construct( .) Repair( Upgrade(ti).,Abandon( ) "❑Complete System ❑Individual Components i Location Address or Lot No. Z ��� I[�,a c v v D«• �}yR n n�S 'Owner's Name,Address,and Tel.No. _5V0 -7 73-6 3 7 1 t -Da4xii' &mD cofiL,NIt STbRy Assessor's Map/Parcel , 7 .: '/�z Z$' I;.a�(,,, vo 17 �jr . }y A•-rt Insta��l''lerr,'s Name,Address,and Tef,No. �� e.�3� '�a �� Designer's Name,Address,and Tel.No. (( AP fr 2?r,i rogi t,e� l h't is . wPr,0+MM Type of Building: r / Dwelling No.of Bedrooms Lot Size !.sq.ft. Garbage Grinder( ) Other Type of Building 'fir i i n No.of Persons `� Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) cam' l7 gpd Design flow provided `} R . L+ gpd Plan Date I Li -1 Number of sheets Revision Date Title c2 Size of Septic Tank Type of S�'A.S. l 2� Description of Soil Nkt-t� CCA-r 5 t SA-0 D (p% 3(�tt f ,StZ PtATQ Nature of Repairs<orAlterations(Answer when applicable) �)S E e Xis T1✓i-i jobo G rc?A G /17'1A k_ 7•'O m,_j D - 3a ,�'�, �� , uo G 14Lo L0+LA, CI-I&M 0tr*J CA.) • / Y " �99r��aIL Date last inspected: 4 Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. /I Signed-ti Date Application Approved by Date i ! .1 zn J`9 Application Disapproved by Date for the following reasons Permit NorQ Date Issued ' d 7,o 19 THE COMMONWEALTH OF MASSACHUSETTS - BARNSTABLE,MASSACHUSETTS Certificate of Compliante THIS IS TO CERTIFY that the On-site Sewage Disposal system Constructed( ) Repaired jkP) Upgraded( ) Abandoned( . )by A t w L'��tv p n cs / A 60 at RQ LKC,�eb9 'br µ`/"r1 t.S has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.�Qp Q• a { dated Installer (APrin3 I.k e4n I C,/-pn d-C S //�,�0 Designer SC 6,5 t„t"r)h `1 (N C � #bedrooms Approved design flo a gpd The issuance of this ermit hall not be construed as a guarantee that the system 1 fun tion as defs-gned. C Date 1 O I I q ' Inspector IA;�[__c> -------------- ---------------------------------------- -_ - - - - - No.Zo 19 - 031 Fee l 00 a� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstem ConBtrUttlon Permit Permission is hereby granted to Construct( ) Repair(X} Upgrade( ) Abandon( ) System located at S Ta 14�cy�j Dc • N`/1 Y11 S V` and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permiit Date ! 1 �d t Approved by May. 20. 2019 4: 30PM No. 3216 P. 1 Torn of Barnstable Regulatory Services Richard V.Scali,Interim Director i BAIMMBLe. >! ►4A98• Public Health Division Thomas Mclean,Director 200 Main Street, Hyannis,MA 02601 Office; 508-862-4644 Fax: 508-790-6304 Installer&Desiener Certification Form Date: Sewage Permit# alq -631 Assessor's Map\Parcel 2721 16 Z Designer: TC, EY)c iJl e.e-66 '-Tnr-. Installer: Ca,eC_Wi'Ae L-:r)ru C65 Address: 265y GranbzrrX Jkilnway Address: 15-5 w%".Yic.rccol 94(eJ On was issued a permit to install a (date) (installer) �0 septic system at Z 45 Gk"`'W� (W f-• based on a design drawn by . (address) $ C evi. cI ntazo al 'xV�G„ dated 14, Z 61 q (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes'(i.e.�i� greater than 10'. lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State &Local Regulations. Ilan revision or certified as-built by designer to follow. Strip out(if required)was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed ' e with the terms of the I\A approval letters(if applicable) °F"'Assq JOHN L. sF CHURO ILLJR. N ( staller' Signatu a ko �eor A 19 r8Egner's Signature) (Affix Des• er amp Here)PL RETU�tN TO AItNSTADLF PUBLIC HEALT DI ION. CERTM( CATE• OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:1SepticTosigner Cerlification Form Rev 8-14-13.doe No. 2a6a - G� f ' s Fee to d � THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftphration for Vsposaf Opstem Construction Permit Application for a Permit to Construct( ) Repair()Q Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 2 S ve.k �®®� 7pri oG Owner's Name,Address,and Tel.No. 8,tn Sl-o K Assessor's Map/Parcel a`7 A LoT io2. 54,m E Installers Name Address and Tel.No.�/t Qcu, - ' P �f�„Z�,- ,�3'�s Designer's Name,Address,and Tel.No. o-13 3 ? dl LLJ Type of Building: Dwelling No.of Bedrooms Lot Size S5 70 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 2-3 C-• cl gpd Plan Date 3 -3 2 =`i Number of sheets Revision Date Title Size of Septic Tank /000 Sr "sz(z Type of S.A.S. igib l), Description of Soil Nature of Repairs or Alterations(Answer when applicable)5 loon gay/ �c�_ � n e,,, � � 3 o ,, x Date last inspected: Uo Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in oper ion until a Certificate of Compliance has been issued by this Board of Hea . Signed <2 Date 3 Z{-200 j Application Approved by 4 !2. S• ate Application Disapproved by Date for the following reasons Permit No. Z O O a d Date Issued .......... .-.,..,r..,,",....-f.++..•s+•..�r+3.;K*M.1"r•rs.{..ci�'R:.�sr�.Sw-� •_...,.....io....,+r�.r...+-........,.. `'^rC„t.;,��-,5.s"n:F;!c�r`ti,.,�.;�.Ew+.:r,..�q��"' '-' ti..+ =•.' ti `4 fit, No. ! P Fee 0 d THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftplitation for bisposaf Opstem Construttion Permit Application for a Permit to Construct( ) Repair 00 Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. -IT uLtc,„�o� D�-�6 Owner's Name,Address,and Tel.,No. 1Jn,,J S r o Assessor's Map/Parcel L-7-A {f*rn` t--r/b'L S 4-M 6 Installer's Name,Address,and Tel.No:(A10e,-,4e Designer's Name,Address,and Tel.No. S-L y02-6 Ce*716-lrc"r1e � S"64 Z7 03'7"1 e��.wy. ie��"���'` y Type of Building: Dwelling No.of Bedrooms Lot Size FS 70 sq.ft. Garbage Grinder( ) Other Type.,of Building 51 i J le 4w, 4 No.of Persons Showers( ) Cafeteria( ) Other Fixtures ' Design Flow(min.required) 7i Z a gpd Design flow provided - 3 o• CI gpd Plan Date 3 - 3-Z c)­5 Number of sheets Revision Date Title 13UJ4�t A� Size of Septic Tank 1000 �41 0-6sr f. Type of S.A.S. Description of Soil r�7 Nature of Repairs or Alterations(Answer when applicable) x•>. /you gpir' /7htt- 1-> Itt. ,, 01 kv'vSu/ (l Date last inspected: 904 Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of t Compliance has been issued by this Board of Health. Signed Date 3"N- ZC,acj Application Approved by �. Y,�` 2. S• Date Application Disapproved by Date for the following reasons Permit No. G U G1 d G� Date Issued 3 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS ,, . Certifitate of Compliante THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(yO Upgraded( ) Abandoned( )by 6 GI 02w�c 4 , 0'1�s 0 fir) C 5 LLC- at has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer co.'Oel ?ide CA I" c& Designer S ,C• � xA­p.� #bedrooms Approved desi flow / gpd ° e The issuance of this permit shal t cons ed as a guarantee that the system w',1 tion/fas designee f Date InsPC pector �J '1 i�/ �' r (L!'/P 1�l,{ i l - ---------------- - - - _ y No. ��1"U LI � Fee �`�U THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS misposal *pstem Construction Permit Permission is hereby granted to Construct( ) Repair( Upgrade( ) Abandon( ) System located at `� Blki<I)a0s and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date 'I) - Z( ' r��( Approved by Y/ / f 'i own of uarnstame Regulatory Services MNN At►Lt, • '.rhomas F. Geiler, Director "'"SL, Public Health Division Thomas McKean, Director 200 Main Street,Hyannis, MA 02601 Office: 508-862.4644 Fax; 508 7t1O•ti=u: l<irttaller &_Aesigrter Cerl f cation Form Date; Installer: ^C. c'•uwit k. E Cts�„, Address: 2-6.'>y Address: _ o�c GgSk t1Joc �n�ry Xpr aa,__3 oo _ , was issued a permit to install a (datef (�nstallcr) septic system at 2-5 (Ve. based on a design drawn by r (address).. dated Hracc>n 2 o o`1 _Z1 certify Hefei the septic system referenced above was installed substantially the design, which may include minor approved changes such as ateral relocation lof the distribution box and/or septic tank, I certify that the septic system referenced above was installed wit,"I major changes (;.e greater than l 0'.lateral relocation of the SAS or any vertical relocation of ar►y comp�ncrr of the septic System) but in accordance with State & Loral Regulations, Plan revistori ur certified as-built by designee- to follow, I �it;•i nr Aid _ JC)FIN I. N�1 triller'ti Si aturej`M lVt esigrier's' i ��.__.__ 'signer' - PLEAS T . 'ro T, LIE U I , e Unp Here)W O 0MP I E I. lV0 I S O. C IF 'A P O , T CE T S- A_._..,.AN,.K�O,�; V SI 1�I, Q: health/Septic./Designer Certificatign Form Z n '14 J 99n SJ 7 RnC WA 7n: 7 1 Ann7—An—AULAJ Doc:= 1 s 107 s 816 03-03-2009 10 S2 ' BARNiSTABLE LANID COURT RfEGIS.T.RY ' a WHEREAS, D Aritt,l 5To'R �ii',( �'�i';n ./.I. S ro:R Cf (owns s amab� S 13cJc.IC WO+o-� � �E44.X %'1?A' o26ot is the owner of Z 5' r3 L(_g o oe�' located. AM rt ' 1 (her iffiafter feferred to•as Z.S 13�c> •.coo© <. and being shown on a: tan entitle .0 d.. a diuision-o � (�JI A; Property of , a s7v2 G ✓Yh� Jai �► n y _'et al, duly r®corded:in 8afnstabte Ca�lnty f ®�isr of . DQeds in flan book Page ..Of on .and court Flan Number ` L 'r 1 3 5�I V1fHF..REAS,.1C ID � ,-Sro Str.. au ar� SroRyas:#h owner of said;a�►# h owlr n �,.---�,--'1- agrQd with-#h 'rovn ofamstabl® oard.of Heal#h to a;restriotion:a to ahe pro whichar�:ba i aFu ad d h any hom® bUllt on laid lot:as.a: • pre�cofidition t®Ab#wining disp+vsai words Constru i©n permit irr con7 ) noe with:3 0R 1500 eta#v- nbront�entai C©de,'Title.V, Mrlinlum :Requirerer�tsforahe.Subsaoe:Dfspcsal: f Sanitary- ewag ; WMRA ,the Town.of iriamtableord gf.H$aJt , as preGond#ion. o ranting a dispo,0el works po.nstruction p®rmit:for a.saptic:system in cornplince wifiia 310 RA 5r �0,:5#ate h.PohInpntal:(soda,;Tit1�V,.Niiri rnum F equirq.m.. is fv.r:tha Subsurface:Dispba- of Sari tort'sewage, and:authorizin th® issuanoe of a bt iiding permit for the,00n*s fort of a single fa�tiy home o P1�s r� P : PartY is requiring that the agreerraant for tie r®st�iction ora;th rur4bQr'gf brooms�r� a�ny:hous con #tdtdd on the:lot be put ors ceoord Zvi#h the Sr #ail Ccuirstry of l� ds'b�i reordln . his::.doccrmefir#; a NC�11V,:TF E F4R :;..' �►.c�:�s grog .Cnr � does.hereby:piaoeIN follawing"r stdEt�pn cm fais move ferg q,',0:'land ire aCcordance",witl his :. #t run with the )and anc be binding upon ai(.succe. som In title: 1, S Fivc:tc.w a fir; E 4, wi may have.constructed _.� upon the lot a house containing no more than 'tom(2),bedrooms, +� w.5To24 Lasrla �• ,_rU) agrees that this shall be.permanent deed (0 errs name). T restriction affectln T -on y 1 located M>~arw�3cz 9uMAi being shoe. .the plan recorded in Plan ook •r Pang d r . ..,• Or on Land Court Plan For title of. see the following deed: Book Page ,'Or Land Court"Certificate.of Titie Number, 1 39 So Executeda sealed i trument day of �0©9 er`s gnat e wners signature •Owner's signature . COMMONWEALTH OF ASM HU.SETT8 , 60 When•personally eappeared the•,a`b_.ove-named ST known to me to be the• person who executed the foregoing instrument aid • acknowledge . •ths same to t,e k 5 �,�cd' free act and deed, before me, Notary ' Public My s rFtws L a RICHARD M CAP.EN ' otory. Public COMMONWEALTHOFMASSACHUSETTS MY Commission Sxpirea Sspiember.l0, 20.1.b dOEdT v Town of]Barnstable r# Department of Regulatory Services e a Public Health Division Date MAM : D. >u� t63q �� 200 Ma r) in Street,Hyannis MA 02601 F Date Scheduled �'� Y4 t// Cr t—)O Ti me iFee Pd. Soil Suitability Assessment for Sewage 's osal e 0 Performed By: M1CµAEl �I IMENM_ �•I.% GSC Witnessed By. 1 0 '/ • 1 Location Address LOCATION& GENERAL INFORMATION Owner's Name Zs Zv, ,kwQt4 li f}•vti l.�,5 Address Assessor's Map/Parcel:,= 2--1 Z. /J 0 Z Engineer's Name NEW CONSTRUCTION REPAIR v Telephone# 508.-213-o 377 Land Use Z1 Q3&0E-r14. —Di wt u.+nu, Slopes,(3b) 0-21e 4 Surface Stones mokie Distances from: Open Water Body '-150 ft Possible Wet Area >ISO ft Drinking Water Well ft Drainage Way 10 ft Property trine s 10 ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands in proximity to holes) 5ES ARAcwEo s1rE '►'�A.� Parent material(geologic) OutweAm �1�AIw1 Depth to Bedrock 130" B_'3 Depth to Groundwater. Standing Water in Hole: ->130" -6(.,5 Weeping from Pit Face >130 �S Estimated Seasonal High Groundwater - DETERMINATION FOR SEASONAL.HIGH WATER TABLE Method Used: - Amer 063E¢vAna1 i Depth Observed standing in obs.hole: . >Jae, in. .Depth to soil mottles: �130` in. Depth to weeping from side of obs.hole: >130" —in, Groundwater Adjustment ►s(A ft. r Index Well# - Reading Date: - Index Well level , Adj,factor Adj.Groundwater Level i PERCOLATION TEST Data =I:s 01 T mp u:aa Observation Hole# t Time at 4" Depth of Perc 3t° Sy Time at 6" 1 Start Pre-soak Time @ Il t0 Time(9"•6") ` .End Pre-soak Rate MinJlnch 4 Z Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) N. Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to'be conducted within 100' of wetland,you must first notify the. Barnstable Conservation Division at least one (1) week prior to beginning. ' f Q:\SEPTICVERCFORM.DOC a DEEP.OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munselq Mottling (Structure,Stones;Boulders. Consistency,%'Grvel (a-34 3i toAn+Y SA�►O tOYtC 541 r3o C rn>ro.•COX%S4 2.5 y (-I — DEEP OBSERVATION HOLE LOG Hole# z Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsel) Mottling (Structure,Stones,Boulders. Consistency,% ravel • 0-f. r — — Feu. to`34 L64WN S ND tOYR 5'4 —1 o C moo:CogRst 5RN0 z.5Y 14, DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) ,Mottling (Structuie,'Stones;Boulders. Consistencv.%Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munselq Mottling (Structure,Stones,Boulders. Consistency. I)' Flood Insurance Rate Map: ' Abo've'500 year flood boundary No_ Yes ____ Within 500 year boundary No Yes Within 100 year flood boundary No c/ Yes Depth of Naturally Occurrine Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? Yes If not,what is the depth of naturally occurring pervious material? Certification I certify that on 27-9.`t (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . 'n ex ertis and experience described in 310 CMR 15.017. wired training,the r g, P P . ��� — Date .3`3_0 Signature�; QASEPTl0PERCFORM.DOC j-, COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAI AFFAIRS John Grad DEPARTMENT OF ENVIRONMENTAL PROTECTION DEP Title V Septic Inspector ONE WINTER STREET BOSTON MA 02108(617)292-3500 P.O.Box 2119 TeaTicket,Ma. (508)564-6813 TRUDY COXE Secretary . ARGEO PAUL CELLUCCI DAVID B.STRUHS Governor Commissioner SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A f CERTIFICATION Property Address: 25 BUCKWOOD DR. HYANNIS �`l�- tOZ• L{ Name of Owner CARL NEDEAU 4,0 Address of Owner: BOX 392 CUMMAQUID MA.02637 �y. '+C/� ? ! � O Date of Inspection: 4/6/99 0 Name of Inspector:(Please Print)JOHN GRACI ,P0 I am a DEP approved system inspector pursuant to Secdon 15.340 of Title 5(310 CMR 15.000) a dos 99 Company Name: John Graci Title V Septic Inspection "4V Mailing Address: P.O.Box 2119 TeaTicket,Ma.02536 •` Telephone Number: (608)664-6813 � ) CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of inspection.The inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems.The system: X Passes The inpection is based on criteria defined in Title V Conditionally Passes code 310 CMR 15.303.My findings are of how the system Is Needs Further Evaglation By the Local Approving Authority performing at the time of the Inspection.My Inspection does _ Fails not Imply any warranty or guarantee of the longgevity of the septic system and any of Its components useful life. Inspector's Signature: Date:417/99 The System Inspector shall iubmit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within thirty(30)days of completing this inspection.If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the Department of Environmental Protection.The original should be sent to the system owner and copies sent to the buyer,if applicable,and the approving authority. NOTES AND COMMENTS THE SYSTEM PASSES TITLE V INSPECTION.RECOMMEND PUMPING SYSTEM NOW AND THEN MAINTAINING EVERY YEAR.THE LEACH PIT HAS BEEN WITHIN 8"OF THE PIPE.AT THE TIME OF THE INSPECTIO PIT WAS EMPTY.THE LEACH PIT ALSO HAD SOME SOLID CARRYOVER. revised 9/2/98 = Page 1 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 26 BUCKWOOD DR.HYANNIS Owner: CARL NEDEAU Date of Inspection:416/99 INSPECTION SUMMARY: Check A, B, C, or D: A. SYSTEM PASSES: _ I have not found any information which indicates that any of the failure conditions described in 310 CMR 15.303 exist.Any failure criteria not evaluated are indicated below. COMMENTS: System passes Title V inspection B. SYSTEM CONDITIONALLY PASSES: na One or more system components as described in the"Conditional Pass"section need to be replaced or repaired.The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Indicate yes,no,or not determined(Y,N,or ND).Describe basis of determination in all instances.If"not determined",explain why not. na The septic tank is metal,unless the owner or operator has provided the system inspector with a copy of a Certificate of Compliance(attached)indicating that the tank was installed within twenty(20)years prior to the date of the inspection;or the septic tank,whether or not metal,is cracked,structurally unsound,shows substantial infiltration or exfiltration,or tank failure is imminent.The system will pass Inspection if the existing septic tank is replaced with a complying septic tank as approved by the Board of Health. na Sewage backup or breakout or high static water level observed in the distribution box is due to broken or obstructed pipe(s) or due to a broken,settled or uneven distribution box.The system will pass inspection if(with approval of the Board of Health). broken pipe(s)are replaced _ obstruction is removed distribution box is levelled or replaced na The system required pumping more than four times a year due to broken or obstructed pipe(s).The system will pass inspection if(with approval of the Board of Health): _ broken pipe(s)are replaced obstruction is removed revised 9/2/98 Page 2 of 11 I SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 26 BUCKWOOD DR.HYANNIS Owner: CARL NEDEAU Date of Inspection:416/99 C. FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect the public health,safety and the environment. 1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES IN ACCORDANCE WITH 310 CMR 16.303(1)(b)THAT THE SYSTEM IS NOT FUNCTIONING IN A MANNER WHICH WILL PROTECT ThE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: Cesspool or privy is within 50 feet of surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh. 2) SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH(AND PUBLIC WATER SUPPLIER.IF ANY)DETERMINES THAT THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECTS THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. The system has a septic tank and soil absorption system and the SAS is within a Zone I of a public water supply well. The system has a septic tank and soil absorption system and the SAS is within 50 feet of a private water supply well, The system has a septic tank and soil absorption system and the SAS is less than 100 feet but 50 feet or more from a private water supply well,unless a well water analysis for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,Method used to determine distance n(a_(approximation not valid). 3) OTHER nla revised 9/2/98 Page 3of11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 26 BUCKWOOD DR.HYANNIS Owner: CARL NEDEAU Date of Inspection:4l6/99 D. SYSTEM FAILS: You must indicate either"Yes"or"No"to each of the following: I have determined that one or more of the following failure conditions exist as described in 310 CMR 15.303.The basis for this determination is identified below.The Board of Health should be contacted to determine what will be necessary to correct the failure. Yes No X Backup of sewage into facility or system component due to an overloaded or clogged SAS or cesspool. X Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool. X Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool. X Liquid depth in cesspool is less than 6"below invert or available volume is less than 1/2 day flow, X Required pumping more than 4 times In the last year NOT due to clogged or obstructed pipe(s). Number of times pumped n(a. X Any portion of the Soil Absorption System,cesspool or privy is below the high groundwater elevation. X Any portion of a cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. X Any portion of a cesspool or privy is within a Zone I of a public well. X Any portion of a cesspool or privy is within 50 feet of a private water supply well, X Any portion of a cesspool or privy is less-than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis.If the well has been analyzed to be acceptable,attach copy of well water analysis for coliform bacteria,volatile organic ompounds, ammonia nitrogen and nitrate nitrogen. X The liquid level in the SAS is over the invert pipe,is in Hydraulic Failure. E. LARGE SYSTEM FAILS: You must indicate either"Yes"or"No"to each of the following: The following criteria apply to large systems in addition to the criteria above: _ The system serves a facility with a design flow of 10,000 gpd or greater(Large System)and the system is a significant threat to public health and safety and the environment because one or more of the following conditions exist: Yes No X the system Is within 400 feet of a surface drinking water supply X the system is within 200 feet of a tributary to a surface drinking water supply X the system Is located in a nitrogen sensitive area(Interim Wellhead Protection Area-IWPA)or a mapped Zone ii of a public water supply well) The owner or operator of any such system shall upgrade the system in accordance with 310 CMR 15.30412).Please consult the local regional office of the Department for further information. revised 9/2/98 - Page 4 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 26 BUCKWOOD DR.HYANNIS Owner: CARL NEDEAU Date of Inspection:416/99 Check if the following have been done:You must indicate either"Yes"or"No"as to each of the following: Yes No X Pumping information was provided by the owner,occupant,or Board of Health. X None of the system components have been pumped for at least two weeks and-the system has been receiving normal Flow rates during that period.Large volumes of water have not been introduced into the system recently or as part of this inspection. X As built plans have been obtained and examined.Note if they are not available with N/A, X The facility or dwelling was inspected for signs of sewage back-up. X The system does not receive non-sanitary or industrial waste flow. X The site was inspected for signs of breakout, X All system components,excluding the Soil Absorption System,have been located on the site. X The septic tank manholes were uncovered,opened,and the interior of the septic tank was inspected for condition of baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge,depth of scum.The size and location of the Soil Absorption System on the site has been determined based on: X Existing information,For example,Plan at B4O,H, X Determined in the field(if any of the failure criteria related to Part C is at issue,approximation of distance is unacceptable) [1 5.302(3)(b)J X The facility owner(and occupants,if different from owner)were provided with information on the proper maintenance of SubSurface Disposal Systems. revised 9/2/98 ' Page 5 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 26 BUCKWOOD DR.HYANNIS Owner: CARL NEDEAU Date of Inspection:4/6/99 FLOW CONDITIONS RESIDENTIAL: Design flow:-=g.p.d./bedroom Number of bedrooms(design): 2 Number of bedrooms(actual):2 Total DESIGN flow: 22I Number of current residents:A Garbage grinder(yes or no):NO Laundry(separate system)(yes or no): NO If yes,separate inspection required Laundry system inspected(yes or no):JLQ Seasonal use(yes or no):J9Q Water meter readings,if available(last two year's usage(gpd): nLa Sump Pump(yes or no): NO Last date of occupancy: 411/99 COMMERCIAL/INDUSTRIAL Type of establishment: nta Design flow: n&gpd(Based on 15.203) Basis of design flow: n& Grease trap present:(yes or no):JIQ Industrial Waste Holding Tank present'(yes or no): NQ Non-sanitary waste discharged to the Title 5 system:(yes or no):NQ Water meter readings.if available:nta Last date of occupancy: n(a OTHER: (Describe) Last date of occupancy: n& GENERAL INFORMATION PUMPING RECORDS and source of information: NONE System pumped as part of inspection:(yes or no):NO If yes,volume pumped nLa. gallons Reason for pumping: n& TYPE OF SYSTEM X Septic tank/distribution box/soil absorption system Single cesspool Overflow cesspool Privy Shared system(yes or no)(if yes.attach previous inspection records,if any) I/A Technology etc.Attach copy of up to date operation and maintenance contract Tight Tank Copy of DEP Approval Other: a& APPROXIMATE AGE of all components,date installed(if known)and source of information: SYSTEM IS APPROXIMATELY 26 YEARS OLD. y` Sewage odors detected when arriving at the site:(yes or no): NQ revised-9/2/98' s, page 6 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 25 BUCKWOOD DR.HYANNIS Owner: CARL NEDEAU Date of Inspection:4l6/99 BUILDING SEWER: (Locate on site plan) Depth below grade: 1'6" Material of construction:_ cast iron _40 PVC X other(explain) Distance from private water supply well or suction line: TOWN Diameter: nLa Comments: (condition of joints,venting,evidence of leakage,etc.) nta SEPTIC TANK: X (locate on site plan) Depth below grade: i Material of construction:X concrete_ metal_ Fiberglass _ Polyethylene _ other(explain) n& If tank is metal,list age Is age confirmed by Certificate of Compliance(Yes/No): MQ nLa Dimensions: L 8'6"H 5'7"W 4'10" Sludge depth: 6_ Distance from top of sludge to bottom of outlet tee or baffle: 2E Scum thickness: 1" Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: M How dimensions were determined: MEASURED Comments: (recommendation for pumping,condition of inlet and outlet tees or baffles,depth of liquid level in relation to outlet invert,structural integrity,evidence of leakage, etc.) SEPTIC TANK AND ALL COMPONENTS ARE STRUCTURALLY SOUND RECOMMEND PUMPING SYSTEM NOW AND THEM MAINTAINED EVERY YEAR, GREASE TRAP: (locate on site plan) Depth below grade: Material of construction:_concrete_ metal_ Fiberglass _ Polyethylene_other(explain) nla Dimensions: n& Scum thickness: nLa Distance from top of scum to top of outlet tee or baffle:-n& Distance from bottom of scum to bottom of outlet tee or baffle n/A Date of last pumping: n& Comments: (recommendation for pumping,condition of inlet and outlet tees or baffles,depth of liquid level in relation to outlet invert,structural integrity,evidence of leakage, etc.) n!a revised 9/2198 Page 7 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 25 BUCKWOOD DR.HYANNIS Owner: CARL NEDEAU Date of Inspection:4/6/99 TIGHT OR HOLDING TANK: NO (Tank must be pumped prior to,or at time of,inspection) (locate on site plan) Depth below grade: n/a Material of construction:_ concrete_ metal_ Fiberglass _Polyethylene_ other(explain) nla Dimensions: n(a Capacity: n/a gallons Design flow: n(a gallons/day Alarm present: MQ Alarm level:jV& Alarm in working order:Yes—No—: MQ Date of previous pumping: nla Comments: (condition of inlet tee,condition of alarm and float switches,etc.) Wa DISTRIBUTION BOX: _ (locate on site plan) Depth of liquid level above outlet invert:Wa Comments: (note if level and distribution is equal,evidence of solids carryover,evidence of leakage into or out of box,etc.) t& PUMP CHAMBER: MQ (locate on site plan) Pumps in working order:(Yes or No): NO Alarms in working order(Yes or No): MQ Comments: (note condition of pump chamber,condition of pumps and appurtenances.etc.) nLa re wised 9/2/98 Pa9 e 8 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 25 BUCKWOOD DR.HYANNIS Owner: CARL NEDEAU Date of Inspection:4/6/99 SOIL ABSORPTION SYSTEM(SAS): X (locate on site plan,if possible;excavation not required,location may be approximated by non-intrusive methods) If not located,explain: n1a Type: leaching pits,number: 1000 GALLON LEACH PIT leaching chambers,number: _nLa leaching galleries,number: j3& leaching trenches,number,length: n& leaching fields,number,dimensions: n& overflow cesspool,number: nLa Alternative system: n& Name of Technology: -n& Comments: (note condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation,etc.) THE LEACH PIT IS STRUCTURALL SOUND AND FUNTIONING PROPERLY-THE PIT HAS HAD 8"OF LEACHING LEFT.AT THE TIME OF THE INSPECTION,P CESSPOOLS: _ (locate on site plan) Number and configuration: nia Depth-top of liquid to inlet invert: jVA Depth of solids layer: n/A Depth of scum layer. n& Dimensions of cesspool: n& Materials of construction: n& Indication of groundwater: Wa inflow(cesspool must be pumped as part of inspection)n& Comments: (note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.) n& PRIVY: _ (locate on site plan) Materials of construction:n(a Dimensions:Wit Depth of solids: nia Comments: (note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.) n(a revised 9/2/98 Page 9 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 26 BUCKWOOD DR.HYANNIS Owner: CARL NEDEAU Date of Inspection:416/99 SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent reference landmarks or benchmarks locate all wells within 100'(Locate where public water supply comes into house) n/a I � A . ail C O AC AA �� a� �C 3� revised 9/2/98 Page 10 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 26 BUCKWOOD DR.HYANNIS Owner: CARL NEDEAU Date of Inspection:4/6/99 NRCS Report name: n($ Soil Type: n& Typical depth to groundwater: n& USGS Date website visited: n& Observation Wells checked: MQ Groundwater depth:Shallow _ Moderate _ Deep _ SITE EXAM _ Slope _ Surface water _ Check Cellar Shallow wells Estimated Depth to Groundwater 12 Feet Please indicate all the methods used to determine High Groundwater Elevation: _ Obtained from Design Plans on record X Observed Site(Abutting property,observation hole,basement sump etc.) _ Determined from local conditions _ Checked with local Board of health _ Checked FEMA Maps _ Checked pumping records Checked local excavators,installers X Used USGS Data Describe how you established the High Groundwater Elevation.(Must be completed) USGS MAPS AND CHARTS AND VISUAL-12+FEET revised 9/2/98 Page 11 of 11 PROVIDE PRECAST CONCRETE GENERAL E A I E R I� 1 NOTES OTC S T.O.F. EL.= 65.3' ± EXTENSION RISER WITH CONCRETE /-FINISH GRADE OVER D-BOX= 63.9'± 4"SCHEDULE 40 PVC MIN. SLOPE 1 °� ' _ ' �.7 I V C f"'11_ 1 V 1 G`.,' COVER TO WITHIN 6"OF F.G. OVER FINISHED GRADE OVER INFILTRATION= 63.9 63.3 INLET AND OUTLET COVERS. REMOVABLE COVER OVER RISER TO INSPECTION PORT WITH SLOPE @ 2%MIN. 1. UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION FINISH GRADE WITHIN 6"OF FINISHED GRADE ACCESS BOX TO WITHIN METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL @ FND. EL.= 64.7'± FINISHED GRADE OVER TANK EL. = 63,9'-_F 5"DIA. OUTLET(S) 6"OF F.G. (ONE PER ROW) CODE AND ANY APPLICABLE LOCAL RULES. _ -��--- 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE } DESIGN ENGINEER. PROPOSED 4" 9"MIN. 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL EXISTING 4" 36"MAX. 9"MIN. SEWER PIPE � j PVC SEWER PIPE I 36"MAX. TOP OF SAS/B.O. = 61 ,23' SYSTEM UNLESS OTHERWISE NOTED. « 3"DROP MAX I PROVIDE WATERTIGHT 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN 6 3 2"DROP MIN 3 9 nn�N.s�oPE@ 1x JOINTS (TYP.) ELEVATION =61.23' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A 10" 4"PVC IN FROM 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF E14" �* 7'+_ SEPTIC TANK 4"PVC OUT TO ME1=1N IEA�:71E dL*d 1.33' „ THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. �1 • LEACHING FACILITY (TYP.) nlO.J"TYP 6 TYP 0.90' WNW 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. CONTRACTOR CONTRACTOR SHALL 12 I I 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. SHALL VERIFY SIZE 48" VERIFY CONDITION OF OUTLET TEE 61 .17 MIN. 61 .00� 60.80' 59.90' (LAID FLAT) I--2.875'(34.5")- - 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK AND CONDITION OF EXISTING TEES 22"ZABEL FILTER ___ 6"CRUSHED STONE 5 0, (TYP.) FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS EXISTING SEPTIC AND REPLACE AS MODEL#A1801-4x22 OVER MECHANICALLY NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH TANK NECESSARY COMPACTED BASE (TYP.) 5'MIN. AND DESIGN ENGINEER. 3 OUTLET DISTRIBUTION BOX 40.0' 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM OF 65.00'ESTABLISHED -- TO BE INSTALLED ON A LEVEL STABLE ON A NAIL SET IN AN OAK TREE AS SHOWN ON PLAN. BASE. FIRST TWO FEET OF OUTLET GROUND WATER ELEV.= < 52.97' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION EXISTING 1 ,000 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT CROSS SECTION VIEW BIODIFFUSER (PROFILE) BIODIFFUSER (END VIEW) 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES Q /� u TO THE DESIGN ENGINEER. SEPTIC TANK PROFILE 8 ARC 36HC ( 3 6 1 6 B D BIODIFFUSERS 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. "CONTRACTOR TO VERIFY EXISTING ELEVATION PRIOR DISTRIBUTION STR I�tJT I O N BOX DETAIL \ 1 TO ANY WORK & NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE NOT TO SCALE -- - 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING NOTE: ENTIRE PROPERTY IS LOCATED WITHIN A DEP APPROVED ZONE II. /� REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM TEST PIT DATA APPROPRIATE AUTHORITY. f i PERC NO. 12477 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS o • � • ,�' INSPECTOR: Donna Z. Miorandi, R.S. LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE EVALUATOR: Michael Pimentel, E.I.T. THEY SHALL WITHSTAND H-20 LOADING. • DATE: February 25, 2009 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. 1 TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE • MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. ELEV TOP= 63.90' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, ELEV WATER= <53.07, FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). Benchmark 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN Nail set in Oak Tree + + • PERC RATE _ <2 min./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. Elev. =65.00' Approx. M.S.L. w • • « • DEPTH OF PERC= 36"-54" 16. PROPOSED PROJECT IS LOCATED WITHIN: w s • • MAP 272 TEXTURAL CLASS: 1 ASSESSOR'S MAP 272 PARCEL 102 Q � ui •I I LOT 33 0 •• . ' ' OWNER OF RECORD: DANIEL W. &CARINA A. STORY • ` ' • ADDRESS: C/O HSBC MTG. CORP. (USA) ' SHED z • 0" Fill 63.90 P.O. BOX 571858-ATTN.TAX DEPT. * • :5 • 6" 63.40' MURRAY, UT. 84157 x w o- �/ ti \ ` B Loamy Sand 28,p0«W FEMA FLOOD ZONE C _ X X~j N79- GUY IRE " o 10Yr 5/6 COMMUNITY PANEL# 250001 0005 C x \ \ \ 97.09, \ CB/DH ' 36" .r 60.90' 17. DEED REFERENCE: L.C.C. 153850 x \ _ UP 1 b70/12 • Perc 18.I x \ 1 �� 54" "`� 59.40' PLAN REFERENCE: L.C. PLAN No. 35404_A(SHEET 3) PROPOSED DISTRIBUTION BOX MAP 272 ,� + • • ;� 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. \ LOT102 \ O�N�w + • • 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY I \ 8,570 S.F..t \ 1 • + ; M FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY 1 1 x + • f Medium-Coarse FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. OPOST . , C Sand MAP 272 63x9 1 (4) TP 1 ' LOT 25 63.9' \ HC 1 LOCUS P LA N I \ I SCALE: 1"= 1000' 130"1 53.07' o ' No Mottling, Standing or Weeping Observed ol � - _-- _ _ - -------_ _. ------------- ------- ----._.______-- PROPOSED TOTAL 8 ARC � ' o P 2 36HC BIODIFFUSERS I �d 63.8' CL P V DESIGN DATA TEST PIT DATA LEGEND 1 LIJ 0 50xO EXISTING SPOT GRADE I 26 01 _ �__ _..__. _--- #25 > PERC NO. 12477 1 \ ' ' NUMBER OF BEDROOMS (DESIGN) 2* - _ EXISTING INSPECTOR: Donna Z. Miorandi, R.S. - 50 - _ - EXISTING CONTOUR W I 2-BEDROOM / DESIGN FLOW 110 GAUDAY/BEDROOM �►- � O EVALUATOR: Michael Pimentel, E.I.T. 50 PROPOSED CONTOUR BH >. TOTAL DESIGN FLOW 220 GAUDAY POST4 DWELLING O J ° - 440 DATE: February 25, 2009 PROPOSED INSPECTION PORT ( TOF = 65.3'± Y / o Co I ' O Q DESIGN FLOW X 200 /o - GAUDAY TEST PIT#: 2 o w w ❑/H/W EXISTING OVER HEAD UTILITIES WITH ACCESS BOX TO GRADE Q 2 a USE EXISTING 1,000 GALLON SEPTIC TANK ELEV TOP= 63.80' W W--- EXISTING WATER LINE I \ 12 3' � /p V � *DEED RESTRICTION TO BE FILED W �- ELEV WATER= <52.97'/ 0 m TEST PIT LOCATION (2) 2.8 875, (3) � w DECK ' 0 PERC RATE= 63x6 INSTALL 8 - ARC 36HC #3616BD BIODIFFUSERS DEPTH OF PERC O EXISTING LEACHING PIT = LP X xXX X X x / SYSTEM CAPACITY TEXTURAL CLASS: 1 O O EXISTING 1,000 GALLON SEPTIC TANK HC 2 / I KENNEL x \ GRAVEL DRIVEWAY (TOTAL L.F. OF BIODIFFUSERS)(7.8 SF/LF)(0.74 GPD/SQ.FT.)= GPD PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE x \� (40.0')(7.8 SF/LF)(0.74 GAUSQ.FT.)= 230.9 GAL. LEACHING/DAY 0" 63.80' I Fill 13 PROPOSED DISTRIBUTION BOX / x \ / 6" 63.30' I x L63x5 x / TOTALS: Loam Sand PROPOSED ARC 36HC(#36166D)BIODIFFUSER X x X x X X x�� x � B 10Yr 5/6 X X X X_ \ -- � --_. I TOTAL NUMBER OF BIODIFFUSERS: 8 36" 60.80' AP' )XIMATE LOCATION OF EXISTING X X- _ 1 LEACHI` PIT TO BE PUMPED, FILLED WITH S79o11# X X- _ _ x �-64---__ / ! TOTAL NUMBER OF COUPLINGS: 0 N COARSE SAND&ABANDONED E / TOTAL LEACHING AREA: 312.0 SQ.FT. 96.02 � REV. DATE BY APP'D. DESCRIPTION EXISTING 1000 GALLON SEPTIC TANK TO - , _ � TOTAL LEACHING CAPACITY: 230.9 GAL./DAY - - ------ BE UTILIZED AS PART OF THIS DESIGN MAP 272 X X X X_ NOTE: PROPOSED SEPTIC SYSTEM UPGRADE X X X / PREPARED FOR: LOT 101 I EFFECTIVE LEACHING AREA OF 7.80 SF/LF OBTAINED FROM THE_ DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER C Medium-Coarse CAPEWIDE ENTERPRISES "-63-- "MODIFIED CERTIFICATION FOR GENERAL USE" ISSUED TO Sand ADVANCED DRAINAGE SYSTEMS, INC. ON OCTOBER 3, 2003(LAST 2.5Y 6/6 MODIFIED JULY 23, 2008). TRANSMITTAL NUMBER=W000052. LOCATED AT 25 BUCKWOOD DRIVE ' HYAN N I S, MA SWING TIE MEASUREMENTS 130" 52 97' SCALE: 1 INCH = 10 FT. DATE: MARCH 3, 2009 0 5 10 20 40 FEET DESCRIPTION HC 1 HC 2 No Mottling, Standing or Weeping Observed Fy `OF �oHN H BIODIFFUSER CORNER(1) 34.2' 56.T -� �� '? PREPARED BY. Hi�� RESERVED FOR BOARD OF HEALTH USE CHUR BIODIFFUSER CORNER(2) 54.1' 35.5' w� JC ENGINEERING, INC. N 41 2854 CRANBERRY HIGHWAY NOTE: BIODIFFUSER CORNER(3) 52.4' 32.7' EAST WAREHAM, MA 02538 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG SITE PLAN BIODIFFUSER CORNER(4) 31.4' 55.0' 508.273.03_77_ _ THE TOP EDGE OF EACH SEPTIC SYSTEM COMPONENT. SCALE: 1"= 10' Drawn By: BSM - Designed By:MCP Checked By:JLC _-�-JOB No.1569 T.O.F. EL.= 65.3' ± FINISH GRADE OVER D-BOX= 64.2'+ , GENERAL. NOTES OTES FINISH GRADE OVER CHAMBERS = 63.9, - 64.2 PROVIDE EXTENSION RISER WITH COVER REMOVABLE WATER-TIGHT COVER OVER SLOPE @ 2% MIN. OVER SYSTEM 3/4"TO 1-1/2" DOUBLE WASHED OVER INLET& OUTLET TO WITHIN 6"OF F.G. RISER TO WITHIN 6" OF FINISHED GRADE STONE TO CROWN OF PIPE 1 UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION 4" SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL @ FND. EL.= 64.7 FINISH GRADE ,'±' FINISHED GRADE OVER TANK EL. = 63.9�+ 5" DIA. OUTLET STONE OR GEOTEXTILE FILTER FABRIC S) MIN SLOPE 1% BOX TO F.G. (SEE NOTE 21) OF DOUBLE WASHED CODE AND ANY APPLICABLE LOCAL RULES. -- - 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE 20"MIN.ACCESS 1 } DESIGN ENGINEER. PROPOSED 4" 9" MIN. „ I TOP OF SAS =61 .$O' PLACE RISERS ON ALL COVER(TYP.OF 3) 9 MIN. CHAMBERS WITH 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL �-EXISTING 4" PVC SEWER PIPE 36'" MAX. 60.80' 36" MAX. INLET PIPES TO 6"OF SYSTEM UNLESS OTHERWISE NOTED. SEWER PIPE BREAKOUT EL= 61 .30 FINISHED GRADE -_ 6�3�� 3'�� DROP MAX 3„ 9„ ' L=16"t 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN 2' DROP MIN MIN.SLOPE @1% PROVIDE WATERTIGHT ELEVATION =61.30' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A 13" 4" PVC IN FROM JOINTS (TYP.) o o o 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF 14" __' ) , ± SEPTIC TANK O 4" PVC OUT TO O o o O o THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. CONTRACTOR TO PROVIDET O LEACHING FACILITY o o SPECIFIED DROP BETWEEN 12" 6" oo o o 0 5. SLOPE ALL SOLID PIPE AT 1.0/o MINIMUM. INLET AND OUTLET 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. CONTRACTOR CONTRACTOR SHALL OUTLET TEE 61 .17' IN. 61 .00' 2' 0 0 0 0 0 0 0 0 C'o SHALL VERIFY SIZE 48 VERIFY CONDITION OF o 0 000 0 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK EXISTING SEPT C TION F AND RING TEESEPLAC AS � GAS BAFFLE 6"CRUSHED WIV3OVER MECHANIOCAILLY o 0 000oo FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS o o _ NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH TANK NECESSARY COMPACTED BASE I AND DESIGN ENGINEER. 3 OUTLET DISTRIBUTION BOX 4 0 8 5' (Np) 4.0 4 0� 4 83' 4"0� 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM OF 65.00' ESTABLISHED TO BE INSTALLED ON A LEVEL STABLE 25.0'TOTAL (TYP.) ON A NAIL SET IN AN OAK TREE AS SHOWN ON PLAN. -- - BASE. FIRST TWO FEET OF OUTLET , GROUND WATER ELEV.= < 52.97' PIPES TO BE LAID LEVEL. Zr, .80 12.83' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION EXISTING 1 ,000 GALLON CONCRETE SEPTIC TANK THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT CROSS SECTION VIEW 2-500 GALLON H-20 CHAMBERS 5' MIN' CHAMBER END VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES TYPICAL CHAMBER PROFILE TO THE DESIGN ENGINEER. CONTRACTOR TO VERIFY EXISTING ELEVATION PRIOR SEPTIC TANK PROFILE H-2 0 DISTRIBUTION SOX DETAIL C 1L- �1 A M k DE_f*AILb 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. TO ANY WORK & NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE NOT TO SCALE ----- -- - ---- ----- - 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING - w BEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. PERC NO. 12477 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED ir UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR I • ,� INSPECTOR: Donna Z. Miorandi, R.S. TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. EVALUATOR: Michael Pimentel E.I.T. DATE: February 25, 2009 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. • TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE ! j MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. )i ELEV TOP= 63.90' I REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, ' 0 I V E 11 . ELEV WATER = < 53.07' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). Benchmark 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN Nail set in Oak Tree : • I! • ; • PERC RATE _ <2 min./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. MAP 272 Elev. =65.00' Approx. M.S.L. w • ' �r • ' • »• •r' DEPTH OF PERC= 36"-54" ,• • 16. PROPOSED PROJECT IS LOCATED WITHIN: LOT 33 w •. •• LOCUS • ' • `r TEXTURAL CLASS: 1 ASSESSOR'S MAP 272 PARCEL 102 o •• j • • OWNER OF RECORD: DANIEL W. &CARINA A. STORY IT . ! + • • -- M r / N • ADDRESS: 25 BUCKWOOD DRIVE "'mac Z •• /� '� • • ~ 0' Fill 63.90; HYANNIS, MA 02601 SHED ( a • •�� ca tl \\ 61 63.40 cp PROPOSED ` x '� \ • B Loamy Sand FEMA FLOOD ZONE X INSPECTION PORT (3 0 `x X- N79- GUY WIRE ' �3 • 0 10Yr 5/6 COMMUNITY PANEL# 25001C0566J 12'8, �I \ 28'0p„W 97.09' CB/DH • 36" 60.90' 17. DEED REFERENCE: L.C.C. 153850 v5 4 x _ • Perc 18. PLAN REFERENCE: L.C. PLAN No. 35404-A SHEET 3 PROPOSED 2-500 GALLON \ ) w UP#1070/12 ,� 8 ( ) H-20 LEACHING CHAMBERS4 2x \ .�I ) • ; 54" 59.40' \ • • _ . • 19. ALL DISTURBED AREAS SHALL BE RES70RED TO ORIGINAL CONDITION. _� • • - 0 i N/.4 � • ; + : ' 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY �� . • : ' •'� FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY EXISTING DISTRIBUTION ) PROPOSED H-20 x FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. �N • . • BOX TO BE ABANDONED cv DISTRIBUTION Medium-Coarse �.0 -"' BOX • t • • C Sand 21. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A x //�INI� e ' .� _ _ • 2.5Y 6/6 DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3" OF FINISH GRADE. A TP 1 63 O I REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. � Utaf 63.9 LOCUS PLAN 22. OWNER/APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL C-1 \ I REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT. SCALE: 1"- 1000' 23. IN ACCORDANCE WITH 310 CMR 15.401 -15.405,THE FOLLOWING LOCAL UPGRADE o f 60 � (2 --�1 1.4, \ 130" 53.07' APPROVAL IS REQUESTED FROM 310 CMR 15.211: No Mottling, Standing or Weeping Observed Gto o (1.) A 8.6'WAIVER (20.0'- 11.4') FOR THE SETBACK FROM THE SAS TO THE FOUNDATION. Cd EXISTING LEACHING TP 2 1 FACILITY (i.e. ARC 36 63.8' O � DESIGN DATA TEST PIT DATA LEGEND PLASTIC CHAMBERS) TO O BE ABANDONED \ ##25 � � PERC NO. � 12477 50x0 EXISTING SPOT GRADE EXISTING � NUMBER OF BEDROOMS 2 (EXISTING)NUMBER OF BEDROOMS 3 (MIN. PER TITLE 5) INSPECTOR: Donna Z. Miorandi, R.S. - - - 50 - - - EXISTING CONTOUR 5?I \ 2-BEDROOM / W �� > EVALUATOR: Michael Pimentel, E.I.T. r� PROPOSED CONTOUR BH DWELLING o w Q DESIGN FLOW 110 GAUDAY/BEDROOM DATE: February 25, 2009 r TOF = 65.3'± / a ' w TOTAL DESIGN FLOW 220 GAUDAY -- - U/H/W EXISTING OVER HEAD UTILITIES Y o > O TEST PIT#: 2 MAP 272 Q DESIGN FLOW x 200 % = 440 GAL/DAY ELEV TOP= 63.80' W W EXISTING WATER LINE Z a LOT 25 O � I � �� U o USE EXISTING 1,000 GALLON SEPTIC TANK ELEV WATER = <52.97' j TEST PIT LOCATION m DECK a PERC RATE _ ,/ M w 63x , DEPTH OF PERC = O � EXISTING 1,000 GALLON SEPTIC TANK x X X XX.;x INSTALL 2-500 GAL. H-20 CHAMBERS w/ AGGREGATE x TEXTURAL CLASS: 1 X1 SIDEWALL CAPACITY PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE MAP 272 / KENNEL X LOT 102 X J GRAVEL DRIVEWAY / ' (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY i ❑ PROPOSED H-20 DISTRIBUTION BOX j i a 8,570 S.F. ± \ � � / / / (25.0 12.83) (2 ) (2 ) ( 0.74 GPD/S.F.) =112.0 GAL/DAY 0" Fill 63.80" x � � PROPOSED 500 GALLON H-20 LEACHING CHAMBER I " BOTTOM CAPACITY 6 63.30 �_...,. 63x5 k � (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY B Loamy Sand _ / I (25.0'x 12.83') (0.74 GPD/S.F.) = 237.4 GAL/DAY 10Yr 5/6 T 36" 60.80' S79o��,50, _ x -64_ / TOTALS: E 9g.02, 1 / REV. DATE BY APP'D. DESCRIPTION '.EXISTING 1000 GALLON SEPTIC TANK TO TOTAL NUMBER OF CHAMBERS 2 PROPOSED SEPTIC SYSTEM UPGRADE TOTAL LEACHING AREA 472.2 SQ.FT. BE UTILIZED AS PART OF THIS DESIGN MAP 272 / / � ' TOTAL LEACHING CAPACITY 349.4 GAL./DAY LOT 101 PREPARED FOR: ' _ 1 Medium-Coarse CAPEWIDE ENTERPRISES NOTES: C 63- Sand 2.5Y 6/6 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP LOCATED AT EDGE OF EACH SEPTIC SYSTEM COMPONENT. 25 BUCKWOOD DRIVE 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION HYANNIS, MA OF THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER SWING TIE MEASUREMENTS 130" 52 97" SCALE: 1 INCH = 10 FT. DATE: JANUARY 14, 2019 AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH DESCRIPTION HC 1 HC 2 No Mottling, Standing or Weeping Observed ' r�SH o y� 0 5 10 20 ao FEET TEST PIT DATA. JOHN L. PREPARED CHAMBER CORNER (1) 152' 14.4' - am PREPARED BY: 3.) ENTIRE PROPERTY IS LOCATED WITHIN A DEP APPROVED ZONE 11. RESERVED FOR BOARD OF HEALTH USE CHU CIVIL L '^ JC ENGINEERING, INC. 4.) SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A CHAMBER CORNER (2) 26.2' 22.7' No. 41807 2854 CRANBERRY HIGHWAY COURTESY FOR THE INSTALLER. INSTALLER SHALL VERIFY SWING CHAMBER CORNER (3) 28.5' 42.5' 1 1 EAST WAREHAM, MA 02538 TIE MEASUREMENTS IN THE FIELD PRIOR TO INSTALLING THE SITE PLAN SYSTEM. CONTRACTOR SHALL NOTIFY ENGINEER IF CHAMBER CORNER (4) 18.8' 38.7' 508.273.0377 MEASUREMENTS APPEAR TO BE INCORRECT. Drawn By: SJI Designed By:SJI Checked By: MCP JOB No. 1569 SCALE: 1"= 10'