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HomeMy WebLinkAbout0070 THATCHER HOLWAY ROAD - Health 70, 'TIATCHEI �;( Marstons-Mills, r A € 148 — ;081 --- TOWN OF BARNSTABLE LOCATION�0 "'�� /fA SEWAGE# , 00 —/0C VILLAGE '�1 ASS SOR'S MAP&PARCEL / O "' INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:((type) " �U� `Z U (size) 121 8'k .23' NO.OF BEDROOMS J OWNER ZW �.V fn,110 PERMIT DATE: COMPLIANCE DATE: I'I Separation Distance Between the: n/ Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility /V A 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 4 " FURNISHED BY i Lr[�4 i i13 Z 6 o of �d No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ftpliLation for ]Disposal *pstem Construction permit � t s Application for a Permit to Construct 04 Repair( ) Upgrade( ) Abandon( ) ► Complete System ❑Individual Components Location Address or Lot No. "70 ttlx-k CV-X-1 1401 u-Ay fRJ Owner's Name,Address,and _Tel.No. Assessor's Map/Parcel Installer's N me,Ad ress,and Tel.Nqq. ` Desi er's Name Address,and Tel. tV '� �Q1 CS 2- \A fn�� F-0 &1 I L i Cl 06 A X( _ \ 1;k Type of Building: Dwelling No.of Bedrooms Lot Size J?S(LJ b sq.ft. Garbage Grinder(.jY)0 Other Type of Building No.of Persons Showers( ) Cafeteria( j Other Fixtures Design Flow(min.required) � gpd Design flow provided gpd Plan Date u I l a 1 17 Number of sheets Revision Date Title Size of Septic Tank t J`�O JA CIO 0 tpyC Type of S.A.S. V Description of Soil d 17, 1 Nature of Repairs or Alterations(Answer when applicable) 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. Signed og Date M �' ) Application Approved by Date Application Disapproved by Date for the following reasons Permit No. � Date Issued L/— t No Fee THE COMMONWEALTH OF MASSACHUSETTS . �- 5ov Entered in computer: Yes PUBLIC HEALTH DIVISION 7TOWN OF BARNSTABLE, MASSACHUSETTS 01pplitatlon for 33isposal 6pstem Construction Permit Application for a Permit to Construct(N� Repair( ) Upgrade( ) Abandon,( ) [ Complete System ❑Individual Components Location Address or Lot No. 7 6 C%-,&x Ro 1 w*V Qd Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 'i Installer's Name,Address and No, Designer's Name Add es''s Tel. I, Tel. �V Y,,") ( a oo k A BIT32 S-by 3 g Type of Building: Dwelling No.of Bedrooms_ Lot Size'6 �.J b sq.ft. Garbage Grinder(V O Other Type of Building No.of Persons Showers( ) Cafete 4a( ) Other Fixtures Design Flow(min.required) 3?s(�l gpd Design flow provided 3 V ad i. Plan Date I ha I I—) Number of sheets Revision Date Title Size of Septic Tank � O � �( Type of S.A.S. C-%(iuL"` l Description of Soil \ S N n�4 / I x as', J k o��C� ('fitP CVCnS4�� Nature of Repairs or Alterations(Answer when applicable) 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. Signed f Date l 7 Application Approved by Date Application Disapproved by Date for the following reasons Permit No. OlopDate Issued 17'- --------------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(J Repaired( ) Upgraded( ) Abandoned( ).by �c-51U M�;Ctj k,nAL at 7)tl �� �. �s,�` " Qj �� as been co tiu`c ed in acc dance with the provisions of Title 5 and the for Disposal System Construction Permit No.1901�f 6 dated 4—IC r li Installer �rt! AA _ Designer + t,\"C_ C,� #bedrooms Approved design flow [ ' gpd The issuance of this permit shall not be construed as a guarantee that the system wil1Z� tioaasee . Date `� Inspector �..._. ----- ------------------ No. o 1 b(l Fee l�V THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal *pStem Construction Permit Permission is hereby granted to Construct( V) Repair( ) Upgrade( ) Abandon( ) System located at C7 Arl,r, 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. r Date `-f f Approved by f Town of Barnstable Regulatory Services Richard V. Scali,Interim Director MAMPublic Health Division i639• �� s ' Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: a Sewage Permit# Q 0 V) - A ssessor's Map\Parcel y Designer: S =4E Fka1y X. k A kS,P4,rZ Installer: Se_47 - i A ►1-- -��-' Address: _?. ©. '-k�2k Lo Address: [IS Oc.�s YNEWOOT14 R O ZColoo On 14 WCO F-A'J K was issued a permit to install a (date) (installer) septic system at �'7 C) rNA �C-c>k1 G,Wc-ti based on a design drawn by (address) P, 'S, dated (designer) 1/ 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. 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. Plan 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 ` ' fiance with the terms of the I\A approval letters (if applicable) gW (Installer's Signature) y, (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. QASeptic\Designer Certification Form Rev 8-14-13.doc i /7" �, wTe j A -A A W° T— MRK AkDoWEU Am (D 9) i m z i . ARM I Rod Ab Toveno z F MTN a—I 4 C O F ON ® A 6 That~Hzu—Y BEVROW S IC, AM 02M SIEEr TrFLE, FLOOR PLAN 64- CV wr 314 ow era s FIRST FLOOR PLAN W-� MARK H=wm AU. AMC AMEWr=FM Mr. & Mrs.-Rod III LU I Taveno LW 00"now lcmwwlK am ome FLOOR PLAN Ar o Ll SECOND FLOOR PLAN WfAF A6 ---------- ------- --- -- —---------------- - --- ------- -------------- ----- --------------_-------------- ------- - ------ -------- vo so FOONOATAW NOTES El FM Y Y Y 0 °ra nr i s ] Rilrill, It 5rE MASK AWOWELLAA ------ — - ' i A i a — m.ousn. 'N fd 11[E x O mJO.® i ! riAiA W o p ,,� • � = i °i�x . & Mrs. Rod I Tavwo tA7 71 --# it—rd xoe x e o� . r—I I u mrg+e romrc s m.e � iy war uzo r— i _ ie nac x�v rAu � IS TWd.HaOwar ' av+me+e room w m a FOUNDATION \ nv x�ont a PLAN a oowAoxo Z tl F Y Y Y Y M C4 Id' TP B'0 ]N ale >� eaeOwnaa erar�ne awu etie a 000 vae araart eeoeTs ewYa at an•eraeeerear aeep�oa nar awey+a MUM".as ueeeea�auuae aus omiaeeeer axau eE FOaMmnw •'� FOUNDATION PLAN A2 > TOWN OF BARNSTABLE LOCATION C-6,- VILLAGE SEWAGE# / �a� " — ASS SOR'S MAP&PARCEL/ S INSTALLER'S NAME&PHONE NO. SG'r--�` SEPTIC TANK CAPACITY ,vy /y- /0 LEACHING FACILITY (tyPe) " Soo #`ZD NO. OF BEDROOMS ,� (size) OWNER cL�ti r10 PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: ' Maximum Adjusted Gr oundwater roundwater A/ Table to the Bottom of Leaching Facility -Private Water Supply Well and Leaching Facility Feet site or within 200 feet of leaching facility) �f any wells exist on ^ F Edge of Wetland and Leaching Facility /V(If any wetlands exist within Feet 300 feet of leaching facility) FURNISBED BY Feet f� 3 Al Z9, T /t Z 2 1,. 3 n3 6 o al 7, 1 �H 2s,3 _ �=lM �[so-IIII uY, ,n�i I -'� No rlz�=M rWl — Il11111:__ It II `IIIOol — _w = I�' '�q _ ,0011 =�rri _ I -- _� _ ■ : _ �l( NIA - s W k 0 0 mp � c _- E� II11, a, rr v o .n rr 0 MINI Al in Rrtit'nr,r�F3itiL}�;stlrfy'1n� PY�i�04 nt' lij�rti°i 1 �'' S6Nl,f'4' rhtto �c t a 0��` _� ■ ! }'fS.d ,IT YRl S!S"7 '!�•L S45 S ns. an n ! i�rarar„���tLr7L'4hL}!■5f'tSitY�#fr�'f' :..�t.�..yrrr,ri_�u �' :°a � Y.s�.tLi� tu�r„Sa�q� n1 �r�i.'�'�ws 1f�s,i, ul �#�{r•r1r�!nr�5�a rasa�q, I�e���`"!,;qia I�L}s? 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PLTATXD aPAnfs FFELArrM ffi7`e j i DO{D B71D f e"'m 8E3t•T AD, } 1201 lei 12 sMAL4 A 16 ! ---- ------ -._.. - --- __ — -._._....._._.......— - --------.............__._.--------...- ❑ sECTIM NOTES p �, M, paB,�6EIF s�L AB,A�i BB,� Y.C.>a1UBC.6 N In.AMrli F41i IKRT 0.f.>w0E - - - - - - 0. ILIYllwrl CUII®O/2NIn FwSC1A i B 6LLIHL.OI61C �r Il. PLLL91 @Yfl-!6 IiOrIM PLpI 12. O�BEwI-bEE rMIM NM la. ml Neml-azf wzmM wvw amm Y%s— �`C`� 11. »n MP4A TIF9 u• a-vc a.mc.mu.m l a:r m.. zw atswL li. Il�m nw-Im rIB MARK $ m, mac z� owrmaL®ra wwTz ���� v, z Lc�PIwTe �OOf 8 EARAf QlFJF1EIF KRtYEA WaDBr z%B P.i.aP.aBr_awre 1 AAA m. Br Is•LLc b. 2%.OIOYIE BIID At I6.0.C. �. Y% HAR wi n1B.Emn 6 11-1f."r.J.1.FLOW.UISR z+. an•pLTlnm.LBm 61awfIM m. a•NmwL moefle swB • mom¢o� PaNlm n.B.o. �rt x. an•on vLTleoB OOFPti I�an•irl¢•x nP.m a. nles >w. tratt as. aa®MLL sEf mrPn. i6. OtGt 011E 4E FIRMENm Fm $- 2%12 6'IAh®wT 6TP166 i SECTION . & Airs. Rod ION B "Be•rl" Toymo �9ID.4"0& FP8 a. -u nnuwrm% .z. 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N"d NN►wrlld saw``_a.r�W. p��O�pp/�'G �w� S:wO a.md m�f v "am An mom ara fal blW SAM, I amr ae --- vmm�mv!•� OUBAB1 maf'taaimm.s+w a ; __ Poll Vo v • - wn �f9`:�mf c m r ao F tr vo F m vo tr Y��vi`pL — ■RA000/e w•hII Ya id t�atauti.Gaff 4 �� - _ qq�w t f rwssswss�fwfawsrwvwac�aoa. e� fwr a•t�awlID mapf f.�T. Y I w - Tw �� TMnr�nx�aifca� . 1 i/4i - w wrrsY.N yY r saaraa R w•/re w YsrNwaf. ut s Osagmffwwsaaw fmn w:w aw+w ce v wa/ri w niwm wwy1� a wee •w�o�ffaros '•A+weoww aM� a na dtar�wrweY 2 f 1if��nCfp , . __ .e.,��.a10■m. 1 �;f$ww��mvU 3Ym].ML�iu'b Y a/ri - Tw wf/IiY V M fM bIw810w1�w Y�sb race acme ama smf ♦ w♦/4� ■ wwwwA�rir»�p r.ww � M bwaNv�n o a sm i� s — /r• �Asrer�s M• fw ZZ: arws w�/waa m=rwwwwwrc i:�'ii mw�oo�i�.a • /w•� w sfom wii+i � w °• i wr��� �� w'+ N OafYawww {.waofuwwrw amsam:'"awm�'vw c �r'rfmn arfsww arra �w ^� smw umvi u GENERAL NAN HN ULE a � `p �rrrrrsPsq M N � rYYerrfri �% Y ®„�• r f rw/�W ' ®ate I aDssl�rs0 Yal y lr+�i+► �r•a.Yrrr.lurvrm ..F/.W a aa'Su aibw mYram —m—a"0r� "' .�+�'r a.0 ram ••r - r.u/fr s' aanm eei, rr °iir w rY�rsrrYpirY1 H ., 1 rw/!Y ___.._-__.______.__..__.______.._..___...._..__.....,_—__., bra .YwYYaOrtOrrY.rrtmrlaomomaY�a , McDOIYELI. AIA AMC a fa �r�a,a.,o.er Alm vmw Rod Ta Mr EST f of 9 � ea�a�n�r v ac , � 1, � 1 i ` V ok A% 'b fW➢D 4,0 s Thatcher Ff my -"---- � � nay suT�111 � 'apo wylk MAOAMOi go" a I ppap r-.------------------- : affr tmE, YY _ FWAIMG PLAN STRUCTtmu SYMB s Via&..r • e — ROOF FRAMING PLAN IWNIW mso air rn, _ � A4 Town of Barnstable. P# Departinent of Regulatory Services f I Public Health Division 3/-7 MARa Date ie39. 200 Main Street,Hyannis MA 02601 i Date Scheduled ' Ti'ma D &W Fee Pd�,_ Sail Suitability Assessment for Sewage D ape al (^ Performed-By: Witnessed By: .1 LOCATION&.GENERAL INFORMATION Location Address 7)U _k Owner's Name 1q, 1 ("1 r,— Address Assessor's Map/Parcel: • 1 q 9— 00 Engineer's Name (r t"J NEW CONSTRUCTION REPAIR Telephone# hnd Use•_ e Slopes Surface Stones Distancoa 8vm: Opon Water Body 14P tt Posslblc WotArea '-ft Drinking water Wcll ft • I i Dralhago Way 2 t ft Property Line l a ft Other — ft SIKETCHC(Street name,dimensions of lot,exact locations of test holes&Pero tests,locate wetlands n x{mlty to holes) s E r r, S ' r j 1240d29113 ; 37 p } ♦, l 1 .•S JQ MY Y. IN MW r 1 X ti PEA .... 4l Parent material(geologic) �'`ma`s Depth t0 Bed►roak , Depth to Groundwater. Standing Water in Halo: Weeping from Pit Faoe Estimated Seasonal High Groundwater (A DETE�ATION FOR SEASONAL�IlIGH WATER TA L,EMethod Used: k) _ Do th Observed standing in obs.hole: __ in, Depth to still mottles: la.' Do�th to weeping from side of obs.hole, —_ln, Groundwater Adjuatntent Index W:li-# - RoadingDate: L.d�x4Srrtt °ial.�_a,._-- to j,•iutibr, At'y`:tligUtii{wsi:�rlmvei- - PERCOLATION TEST bate,.-..,.._�, Time Observation Hole# 3 Time at 9" _ Depth of Pero s L Time at 6" Start Pro-soak Time @ ' � Cy" Time(9"-6, End Pro-soak Rate Min./Inah Site Suitability Assessment: Site Passed V Site Failed: Additional Testing Noo ad(Y/N) Original: Public Health Division Observation Dole Data To Be Completed on ack---- ' ***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. Q:ISEPTICIPBRCFORM.DOC ,C� ' vs DEEP.OBSERVATION HOLE LOG Hole# Depth from Sall Horizon Sall Texture Shcl Color Soil• Other Surfaeo(in.) (USDA) (Muneell) Mottling (Stnueture,Stone;Boulders. ' ialatency.g't3rave1l • DEEP OBSERVATION HOLE LOG Hole# Z Depth atom Soil Horizon Soil Texture. Soil Color Soil Other Surface(In.) (USDA) (M.unsall) . Mottling ' (Structure,Stones,Boulders. t 32 DE. EP OBSERVATION HOLE LOG half;# Depth from Soil Horizon Soil Texture Sall Color Soil Other Surface(in.) (USDA) (Muneell) Mottling (Structure,Stones,Boulders.. VIP L DEEP OBSERVATION HOLE LOG Hole#. , Depth from Soil Horizon Sol[Texture Soil Color Sall Other Surface(in.) (USDA) (Muneell) Mottling (Structure,Scopes;Boulders, L SA Flood Insurance Rate Man: Above 500 yarflood boundary No— Yes Within 500 yegr boundary No '/ Yee, Within 100 year flood boundary No. Yes Reyth of NaturaUv,4ccurring Pervious Mit erlal Does at least four feet of naturally occurring pervious material exist in all areas observed thrpughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? Cer'ti--ffcation I certl that on /� (`/ •`r`� (date)I have passed the soil evaluator examination.approved by the Department of Enviro ental Protection and that the above analysis was performed by me consistent with ; the required tralnl r c elrtise and experience described in�10 CMR 15.017. Signature Q.%SRPTIC%PBRCPORM.DOC ACCESS COVERS MUST BE WITHIN 9 MINIMUM, 7 6, OF FINISH GRADE 3' MAXIMUM COVER \) 110.5 FIRST 2 ' TO co \�� BE LEVEL MlN 2' OF PEA STONE \ I07 9 OR FILTER FABRIC pJ \\ . -4' DI PIPE 07 3/4" - 1 1/2' DIA. 107.5 �� !06.5 106. 1 T2' %00 DOUBLE WASHED STONE GAS!06. 75 BAFFLE-1 06.27 a�$°o 106.0 °a 104.0 \� LOCUS \\ sj>, d� 3 OUTLET 2-500 GAL LEACHING CHAMBERS 0-BOX W14 ' STONE AROUND. I2.8 'w x 25'1 x 2 'd 1500 GAL H-20 co SEPTIC TANK 6" CRUSHED STONE OR COMPACTED BASE PROFILE : NOT TO SCALE .55' `00 ------------- 6INVERT EL. EVA T I ONS : DESIGN CR I TER I A : GENERAL NO TES : � 2�0 / INVERT AT BUILDING: 107.5 DESIGN FLOW: +1 os s INVERT IN SEPTIC THANK: 106.75 3 BEDROOMS AT 1/0 G.P.D. PER l. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION I / OF THE SEWAGE DISPOSAL SYSTEM AND PERMITTING INVERT OUT SEPTIC 'TANK: l06.5 BEDROOM EQUALS 330 G.P.D. LOCUS MAP ' / INVERT I N D I S T. BOJX: 106.27 PURPOSES ONLY. /.' INVERT OUT D I ST. B(OX: 106. l N0 GARBAGE GRINDER INVERT I N LEACH CHIAMBER: 106.0 2. VERTICAL DATUM IS ASSUMED. FOR BENCH MARKS L O T 9 / BOTTOM OF LEACH CHIAMBER: 104.0 SEPTIC TANK REQUIRED: SET, SEE SITE PLAN. 330 G.P.D, X 200% - 660 GAL. 1 ' 35, 640+ S.F. l ADJUSTED GROUND WA TER: N/A / / SEPTIC TANK PROVIDED: 1500 GAL. MIN. 3. ALL CONSTRUCTION METHODS AND MATERIALS AND OBSERVED GROUND WA TER: N/A MAINTENANCE OF THE SEPTIC SYSTEM SHALL \ / j BOTTOM OF TEST HOLlE #2: 96.7 SOIL ABSORPTION SYSTEM REQUIRED: CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL \ / ! BOARD OF HEAL TH REGULAT IONS. \ DESIGN PERC RATE C 5 MlN/INCH +109.0 I SOIL TEXTURAL CLASS - ! EFFLUENT LOADING RATE - 0. 74 GPD/SF 4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER 330 GPD / 0.74 GPD/SF - 446 S.F. REQUIRED AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER I ! l THAN 3' IN DEPTH SHALL BE CAPABLE OF W I TH- // 2 / PROVIDED: 2-500 GAL LEACHING CHAMBERS STANDING H-20 WHEEL LOADS. W/4 ' STONE AROUND, A-471 S.F. moo // 471 S.F. x 0.74 - 348 G.P.D. 5. ALL SEWER PIPE SHALL BE SCHEDULE 40 PVC OR o,�, a /� / I APPROVED EQUAL. SOIL TEST PI T DATAs 6. SEPTIC TANK AND 0-BOX SHALL BE REINFORCED �Lc,, / , Ss's / Rio �// /// INDICATES V INDICATES PRECAST CONCRETE OR APPROVED POLYETHYLENE. l a *9, y PERCOLATION GROUNDWATER oy , o / BOTH SHALL BE WATERTIGHT. D-BOX SHALL BE WATER } /' TP •I P+r15299 TP 02 TESTED FOR LEVEL WHEN THERE IS MORE THAN ONE +110.3 /' oe 5 /' 0, HOR/ZONV' TEXTURE COLOR I08 2 0" HORIZON TEXTURE COLOR 108.7 OUTLET. 1500 GALLON �' / 0 SEPTIC TANK 7. BEFORE CONSTRUCTION CALL "DIG-SAFE". - - - -- - - - - - - / �q s 2' - - - - - loa.o 3" - - - - - - - - - - - - - - - loa.5 1-888-DIG-SAFE AND THE LOCAL WATER DEPT. �G A/�- LOAMY IOYR A/E LOAMY IOYR SAND 4/2 SAND 4/2 FOR L OCA T l ON OF UNDERGROUND UTILITIES. �0 D-BOX - - - - - 107,5 10" - - - - - - - - - - - - 107.9 2-500 GALLON / ''..:.Q' / 8, ••••••.•• t�,bP B LOAMY IOYR B LOAMY IOYR 8• / SAND 5/8 SAND s/e SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE N / LEACHI NO CHAMBERS ��� /// 25 - - - •- - - - - - - - - - 106,1 32• - - - - - - - - - - - - - - 106.0 DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION e r J W/4' STONE AROUND Q' � :•:`�.:•�•:: ••••,•;• / MED-COARSE IOYR MED-COARSE 10YR C l OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE O '• y4i �/ 0 SAND 6/4 SAND 6/4 > *"•'• TH 2 TH / pQp // ,�`ti a\• 44• CONS TRUCT/ON l NSPECT I ONS. �,.. / { .�.. .�....' 9. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEED RESTRICTIONS OR ZONING +109.4 ;' P l/' 0�\, !20• NO WATER 96.2 /44 No WATER 96 7 REGULATIONS. I T'SHALL REMAIN THE CLIENTS pQ`` y�� �' RESPOPJS•IBIL•ITY TO OBTAIN ALL PERMITS, SPECIAL \___ ---------� �Q`1 *' �p t107• 1 �/ TP •3 TP *4 PERMITS, VARIANCES ETC. FOR THIS PROJECT. 20' ' ' QFO r• /� \per //� // \ '-- / 0, HORlZONY TEXTURE COLOR /06,3 0' HORIZON TEXTURE COLOR 107 2 1. � r., , # _.• � ,- - ..-,...L:.. f3,:..1.41N THE .,�./ENT'S RESAaNSIBILITY rH 3 + Q O TO HAVE THE PROPOSED BUILDING FOUNDATION \ \ 06 3' - - - - - - /06•/ 4' - - - - - - - - - - - - - - - 106.9 4 / - - - - - - - - ' DESIGNED TO ACCOUNT FOR THE EXISTING GRADE / � LOAMY /OYR LOAMY /OYR 108 /� L y �t \ , �- A 1E SAND 4/2 A I E SAND 4/2 AM) SOIL' CONDITIONS AT THE LOCATION OF THE \ \ \ \ 107. l tw \ f, /0• - - - - - - - - - - - - - - - 105.E /0 - - - - - - - - - 106.4 PROPOSED BUILDING. \ \ �+ + VIP/ / -- B LOAMY IOYR B LOAMY IOYR \\ \ 107,E /! pSE� / / pND \ _' SAND 5/8 SAND 5/8 �0 / �/\VF- \ 40' - - - - - - - - - - - - - - 103.0 32' - - - - - - - - * - - - - - - 104.5 Os 0 \ Cl MEO-COARSE IOYR C, MED-COARSE IOYR FROG Ep/ \ \\\ I SAND 6/4 SAND 6/4 �00 \_-'' \ fir. • CATCJ'� BASIN \ /00- \ \ �' // _ \ \ \ l32' NO WATER 95.3 120' NO WATER 97.2 \\ CATCH BASIN /� \\� //' / �\ DATE: MARCH 23. 2017, TEST BY: STEPHEN HAAS WI rNESSED BY: DAVID STANTON PERC RATE: C 2 MIN/INCH BM, TAG BOLT ON \ /g�. HYD. EL-102.96� \I / °o- Eow 3 - - ---£°w 4�r- yam. wEtV.pND / F EOW2 � GEO A /� ff IT HER VANE / EOw I j POND S / TE PLAN OF" LAND 70 THATCHER HOLWAY ROAD MAP 148 , PARCEL 81 BARNS TABL G • ( MARS TONS M / LLS ) MA . PREPARED FOR : LEGEND l� O D N E Y T A V ,A N O ■ CB CONCRETE BOUND -W WATER LINE SCALE / - 20 APR / L 1 2 . 2017 O HYDRANT -G GAS L lNE -OHW- OVER HEAD WIRES T E H E N A H A A LIGHT POST ENG I NEER I NG , INC --E- UNDERGROUND ELECTRIC LINE P . O . Box 1 6 --T- UNDERGROUND TELEPHONE L l NE /j�~4li ..-}`� �` S o u t h D e n n i s MA 02660 CCTV- UNDERGROUND CABLEVISION LINE %�� i�\� ( 508 ) 362-8 1 32 +40.4 SPOT ELEVATION .....".40....... EXISTING CONTOUR 0 10 20 40 40 PROPOSED CONTOUR _4 ' JOB NO: 17-011