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HomeMy WebLinkAbout1106 MAIN ST (RT. 6A) - Health 1106 MAIN STREET (RT. 6A) West Barnstable A = 178 - 613 - 002 -I I � ` 66b Fee BOARD OF HEALTH TOWN OF BARNSTABLE 01ppricatiou -for lVell Construction Permit Application is hereby made for a permit to Construct( ), Alter( ), or Repair( ) an individual well at: Location-Address Assessors Map and Parcel laves L, �rL��.e �� O `���� �c,<•r� azb�•� Owner 7 Address Installer-Driller Address Type of Building / Dwelling Other-Type of Building / No. of Persons Type of Well -1p VC-- Purpose of Well Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private WelRe/� as ction egulation-The undersigned further agrees not to place the well in operation until a Certificate of C - nbe sued by the Board of Health. Signed Z/ to Application Approved By lb - Date Application Disapproved for the following reasons: Date Permit No. �) I " Issued / Date ------------------------------------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Comp " uce THIS IS TO CERTIFY,that the individual well Constructed( Altered( ), or Repaired( ) by A I' I cc�G ,- r Installer ( at / / d� A I toSrt �� 4.1� i has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. 1A)�p��— QlbQ Dated i 15 THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE,WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector No. � �� � Fee BOARD OF HEALTH f TOWN OF BARNSTABLE 0[pprication -for Yell Cou5truction Permit Application is hereby made for a permit to Construct( ), Alter( ), or Repair( an individual well at: 10 t`rc G k Y-\ 013— 0 b2_ Location-Address Assessors Map and Parcel Owner Address 0 Installer-Driller Address a j Type of Building Dwelling Other-Type of Build_ng 'No. of Persons // Type of Well 1?VC- -A f 1 ( e-crt4 tidg tcnc e v�C��atEl`' " Purpose of Well ►�-;, R-�, y,( ,�!__ I Agreement: i The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well ProtectionsR/egulation-The undersigned further agrees not to place the f well in operation until a Certizcate o,ffCo .,p'lianee has been' is/sued by the Board of Health. Signed / i`/ [ ,---- /6 lzi l-?.1 C- /V i -- Date Application Approved By ��l . b J Date Application Disapproved for the following reasons: i r Date Permit No. Issued Date ------------------------------------------------------------------------------------------------------------- 4 BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed(t,)% Altered( ), or Repaired( by f ` Installer at has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well'Protection Regulation as described in the application for Well Construction Permit No. IJ)012/` JYM) Dated li� THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector .--W_ —,._— -__..—_—e_o_-4—_---_o_----BOARDOF HEALTH . TOWN OF BARNSTABLE erY Con Fee Permit 6J No. W � � � Fee Permission is hereby granted to �Kt o \1 Installer to Construct(1., Alter( ), or Repair( an individual well at: No. Street as shown on the application for a Well Construction Permit No. Date (V �� I Approved By f -� r -- 97 -—EXISTING CONTOUR x 100.98 EXISTING SPOT GRADE ♦ DRINKING WATER WELL —W—EXISTING WATER SERVICE 5'-Ov —e.H.W.—OVERHEAD WIRES �` I ® TEST PIT 0 BENCHMARK LOT ZA LEGEND 5.96±Acres, h \ 259,976±SF `� 1 PARCEL ID:178-01',3-002 rJ �1 a, \ f � 1 •fl l l \ I � \ BENCHMARK IXISTING LRACH PIT ' klsf PA AO CORNER ) i TO BE PUMP�P FILLED WITH i 1 �`p 7C EL.=34.04 i 1 SAND AND ABANDONED I I 9 1 I o PETER T. McENTEE 33H0 1 \ II CIVIL + 1 y PROPOSED SEPTIC t4NK x�$5 No. 35109 /PUMP CHAMBER ` 1/7 33.53 ( 1 1 r n 1 +33b2 �+ \' 1\ EXIS(OG SEPTIC REZ&) TANK II _?8' 1 1 ►. '•' 4' 1 TOP OF TAW EL.=30.58 I� �r 1' RCE \ .37 \ IN V.(DUT)=2,9.25 , 1 FOR I,IpIN + �ti `:`J _2 2 33.H+ ru DOG PEN iO 3 9 J 336 T O / 3i 26 O SHR / -- O +29A9 m SHRU a: j .74 ..'75:57. SHR S 2� 1. +.30.73 0 \\o .5.5 SHRUBS 11 i it \ \ II W 32.79. I N PAT/0 34An 31.79 sm00�.00 1\ HOUSE( 1106) ` \ 36.78 37.5) 36 , W © W rl 7 '.`9�SHRUBS f'y t 3 32.7afePwoc) 113 111 .'te.:_�/;..! .. .Pl-- SHR S' 1 EX. WELL .1 T I EX. WELL ..:', -:`"i',......:... 336e,�,• +32.7e I HOUSEB10941 1 Q':'�'::'. :. 3545 / v 33.5n 7ti WY 1 1 1 I /'v. .....,... t rr " UTILITY PO 29.63 34.43 r 00 co crQ a © Q a / to I x 26.8 r; x 31.34 1 16.36' Ay. J..:3 Ir 204.65� \ I 30LIO 29.00 314e _:.`_. I edge oT pavement/tlerm ]293 (Route 6A) STREET 3�,z MAIN i Engineering by: scAl>< °R^ •�• PROPOSED SEPTIC SYSTEM UPGRADE PLAN 12 West C Engineering Works,Inc. P.T.M. 2o2-io 106 MAIN STREET WEST BARNSTABLE MA roe�eld Road, Forestdale, MA 02644 DATE � �� SHFET�• (508) 477-5313 7/20/17 P.T.M. 2 Of 4 Prepared for. DiBuono Sewer & Drain, 35 Content Lane, Cotuit, MA 02635 915/2018 AsBuilt 3 TOWN OF iAR'VA"LE LOCATION 66 ,�i1 I t4r -/ "4,'h Sf. SEWAGE#r90/7-oZ5� VILLAGE er CIG��t�.- ASSESSOR'S MAP&FP RCFL.Lo712 INSTALLER'S NAME,&PHONE NO.. ,)gy �a7 tjaA- 2A}­ SEPTIC TANK CAPACITY y LEACFIING FACII.ITY:(type)��d S�J/C,du+�3�(siza) NO.OF BEDROOMS n OWNER 1or,'Y I i PERMIT DATE: .�-7/-/7 COMPLIANCE DATE:�l, Separation Distance Between the: Maximum Adjusted Oroundwater 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 Wedaod and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY ( t 92 r L #zo SOD&L 4 e 3 ) / 6 Mt pdhssgi2lintranet/pmpdata/prebuilt.aspx7mapper-178013002&seq=2 1/2 1 9/5/2018 AsBuilt TOWN OF BAMSTABLE LOCATION f� G.`h SEWAGE c7�-1J VILLAGE ASSESSOR'S IvIAP/&P CE77L( �— � Z INSTALLERS NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING.FACILITY:(type) . Z� lxi / ��r�+� (stze) NO.OF BEDROOMS OWNER PERMIT DATE '?/—/ COMPLIANCE DATE: / Separation Distance Between the: 1r' Ytaximutn Adjusted Groundwater Table to tkBottotn of Leaching Facility, /.j z Feet ' Private Water Supply Well and Leaching. (If any wells exist on site of within 20.0 feet of leaching facility) Feet Edge of Wekland and Leaching Facility of any wetlands exist.within 300 feet of leaching facility) Feet URNISHED BY i 2. Ie L6 14, Flo -71 http://issgl2/intranet/propdata/prebuilt.aspx?mappar=178013002&seq=2 1/2 Town of Barnstable P# Department of Health,Safety,and Environmental Services at'►+�'e` Public Health Division Date _ [7 _ 2' 367 Main Street,Hyannis MA 02601 3 aeaxaueM tE0►rtµ+� Date Scheduled `) 1 7 - Thne Fee Pd. [ a I Soil Suitability Assessment for Selvage Disposal Performed By: 4&4t4 C Witnessed By• 144QcATI0N & GGLNE L IN ORiMATi41� Location Address a Owner's Name Address � Assessor's Map/Parcel: J7 Engineer's Name NEW CONSTRUCTION REPAIR Telephone# .4� Land Use "je Slopes(%) /-3��_ Surface Stones .0a'Gt1-) Distances from: Open Water Body /Vv ft Possible Wet Area R Drinking Water Well/9-0 ft Drainage Way ft Property Line V/Qe/£ ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) \� i co 6 A F \ Parent material(geologic) Depth to Bedrock , m Depth to Groundwater: Standing Water i(i Hole: Weeping from Pit Face Estimated Seasonal High Groundwater DET RML IAT10 BUR SEASONAL HIGH WATER TAI3LL Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment It. .Index Well# -Reading Date: Index Well level._.___ Adj.factor Adj.Groundwater Level_ PERCOLAT OIY TEST Ante Ittne Observation Hole# Time at 9" Depth of Pere Time at 6" Start Pre-soak Time© Time(9"-6") End Pre-soak 1 ,oCllccrfTroiv ? 12r�✓rti�N S�Iv Rate Min./Inch l Wet a�31£WI) �1' 7`1iNf ©/ �-'ST Site Suitability Assessment: Site Passed y Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Mole Data To Be Completed on Back j Copy: Applicant D tCR. TI Depth front I Soil Horizon I Soil Texture Soil Color Soil Other fa Surce(in.) (USDA) (Munsell) Mottling (Structure Stones Doulderes. - ..__ sistencv.°/s.CttRYgll_ TEST HOLES # 1-4 9/17/98 ARNE OJALA S.E. JERRY DUNNING B.O.H. _ DEPTH [t� ELEV. DEPTH C 2� ELEV. _ 0" 30.0 0" 31.5 A q — sandy loom sandy loam — 9" 2.5Y 6/3 12" 10YR 3/2 — — 30.5 6 B sandy loam loamy sand 24„ 2.5Y 5 3 / 33„ 2.5Y 6/6 28.75 I 36" fine-mad Bond o-t 5YR 5/8 C — c-2 ;s. silt loam medium- 2.5Y 6/4 fine sand oxides 5Y 7/4 IOYR 6/8 96„ 2�� — C silt loam — 2.5Y 6/3 oxides — 192' 7.5YR 5/8 �5 60" 25.0 198 fine Bona 15.0 — BOTTOM OF T.H. #1 BOTTOM OF T.H. #2 2.5Y6/3 NO WATER ENCOUNTERED WATER ENCOUNTERED ® 16' — 0EFT ('f! RVA')�'Y(�N'Y1U[,t�,U� Dole# Depth from Soil Ilorizo11 Soil Texture Soil Color Soil Other Surface(in.) I I (USDA) I (Munsell) Mottling l(Structure,S ones,Boulderes. DEPTH ELEV. DEPTH Q ELEV. 0" 30.5 0" 39.5 ' I A I Ao. sandy loam sandy loam — 2.5Y 3/3 10YR 4/3 12" 29.5 8_ 38 _ B B sandy sandy loom loam ~ 10YR 4/3 2.5Y 7/3 24" 28.5 36" 36.5 Surface C medium- silt loom fine sand 2.5Y 6/3 "10YR 6/4 84" 23.5 84" 32.5 C-2 C-2 _ silt loam 2.5Y 6/3 medium sond/stones sand — 180 water seepage15.5 2.5Y 7/4 198 14.5 132' 28.5 BOTTOM OF T.H. #3 BOTTOM' OF T.H. #4 — WATER ENCOUNTERED 015' NO WATER ENCOUNTERED F' 2ot Above 500 year flood boundary No_ Yesx— Within 500 year boundary No— Yes Within 100 year flood boundary No_ Yes Depth of Naturally Occurring 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? _. If not,what is the depth of naturally occurring pervious material? certification 1 certify that on ` I (date)I have passed the soil evaluator examination approved by the Department-of Environmental'Protection and that the above analysis was pelformed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Signature Date !� / 9/5/2018 AsBuilt Yt http://issgl2/intraneVpropdata/prebuilt.aspx?mappar=178013002&seq=2 2/2 I ;Affidavit of Anthony P. DeLane Commonwealth of Massachusetts United States I Anthony P. DeLane of 1106 Main Street,West Barnstable. Mass do solemnly declare that I have lived at 1106 Main Street,West Barnstable. Mass since 1964 and that said residence is and has always been a 5 bedroom residence Execu d this 20th day of July 2017 I - Anthony P. DeLane i Notary Acknowledgement Commonwealth of Mass, United States On this 20th of July 2017, before me personally appeared Anthony P. DeLane to me known to be the person described in and who executed the foregoing Affidavit, and, being first duly sworn on oath according to law, deposes and says the he/she has read the forgoing Affidavit subscribed by him/her, and that the matters stated herein are to the best of his/her information, knowledge and belief. tPlic C�tq Title (and Rank) -� box Notary COMMONWEALLT OPMASSSACMUSEttS' Yexpires,-,I� `� Ot O M Commission My Commission Expires June 08, 2018 n(/I Z'a ofarnsbe Y Etichard ,ScaT�,:`nterim Dye ec-trig BAi&S7A 9 '�zAss�'� s Fub1�C Healtl D�u�slon OD a67q 1� :;3 °20U lYia�n Stre+�t,Hyannis? A,,i�2,6#ll;. C}tfiCe s5Q862`'4G4 :;€ X S,Ou=7 Q G3(1 > ln.staT'er fit.:Desi�n�r Cer.�#�cat�on F'vi= ! • Date S �� Sena c C' rmtt# Mq' •. Asscssat's�%Jr'ap�3'arcel • } r Moo U.3, ,Crb� l Add"""' On c' �tC�a�ev„` iwas issued peiniit to znstall • (date) �inst�tlel) (address} �ttes"z�per}. certify that;he septc syste�� teercncd ab in� to> ouexfas ;instalid sub>tantxalTj� accoid :t1�cdesiiz, �icTi`may include rnnoi-"apaoveci ocaticin of tltue dist�ihutiosi.°T o air lfoi ,Sepic t�uak< =.Str"ip ocit; (if xegtnreci}"a�as fnS�' p, a��cl.. he Snits �c�rere£foun�£s�€�sfactrny . �. . T cci ; y tli at,Ale peptic systc refcrciiced aUpve was iristalTiyditli niijpi .chaiics �.c W' „ re to tTaaL� l ll' lateral.�cIr c tian.oT=tfio-SAS car,;any vertical elocation of ally,coi�ponerlY s=oft septic yst rri}Utit cn accordancc vritlt Statc 8�Local Reyulatinns T IM revision:or ;cert�fed as hk�rlt by iiesi�tz;�?`to,�v�(ow.. �trcp ott�(tf=i„e�uired)�uas"ins�aect�d ancl•;tTic sans. �cx�firxnd,s�tisfa��ory',, �, u. H I certi. that°'kTle ystetxi c etei eiicecl al3ov_:e vas<c ny i et nce•witli,the",term s of tli A appro al:Tcttcxs (af applzcahle: fi G6� (Irista.Tlet's Si ;ilati2r-e Desi �ersanatur �1ix l�esigi%er tamp sere} 'PL--EASE`�t�`�'�1<R'�I `�'(�r:BA"R1�TSTA:IiT.E.,PII� LIC.�I>)�A.L'TH D1I:SIO�'V., CERT;EFICA`I`E F(OF ..COYI) lA CE 4'ViI L NflT BE 1SSCT:) D U 1TIL:=B(JIff TEiIS FUI2i�.:ADD•AS'-: " `�Septic�?cs er,Ccrrti��at�c�nform ttcv 8�E4 i3 cloc , h 3 TOWN OF BARNSTABLE LOCATION 166 �i'h , SEWAGE# �»'� VILLAGE l�4�� ASSESSOR'S MAP/'P�e EL L D 1- 2 e INSTALLER'S NAME&PHONE NO. , ,� SEPTIC TANK CAPACITY �&b jj ,/� LEACHING FACILITY-(type) L `+�3" S Zd eh,14* size) NO.OF BEDROOMS OWNER PERMIT DATE: ?/"/� COMPLIANCE DATE: , Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility !�'��/,j 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 SS,�� I /}zo 6-t 14,E✓- Lti.".Per b�5 . 71 / v No. `'(' ' Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ftpliLation for Disposal *p em Construrtion Permit Application for a Permit to Construct( ) Repair( ) Upgrade( an n El Complete System ❑Individual Components Location Address or Lot No./,/Q e- l 7 IS 4ner's e,Are s s,and Tel.No � J. >A� Assessor's Map/Parcelw �Prji1$ 41-e /6 64, I I tal is Name,Address,and Tel.No. 3��/ �! 7 Designer's Name,Address,and Tel.No. se-,u-VI C't-r'` l Xis �� L.C.c�ert o f'�i r� r�� �%� �'�>' ��n of 5, rr Sty/e Type of Building: Dwelling No.of Bedrooms S Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) .�� gpd Design flow provided -r gpd Plan Date 7—26 Number of sheets Revision Date Title Size of Septic Tank /G11+� '9(e�°�r Type of S.A.S. SJ 6�� c�l4yLl Description of Soil Nature of Repairs or Alterations(Answer when 7plicable) � Sek) /o�• � 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 �— Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. l l Date Issued o. T..,... '*` `. Y _.. t yr •�'w r ,-,,. ..S-,.„y. .r. .. t.. P ��",r' � �1 _ri' S µ`-.-__..�— 1 t No. s Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: es PUBLIC HEALTH DIVISION = .TOWN OF BARNSTABLE, MASSACHUSETTS application for Disposal 66stem'COnstrUttion Permit Application for a Permit to Construct Repair UPgade� and y. ❑Complete System ❑Individual Components Location Address or Lot No. d C �i ii S 7F' '� 4 ner's Name,A dress,and Tel.No. Assessor's Map1Parcel X Cr,,-15 fr.y=f-e •, /66 ef,�, �` rInstal) is Name,Address,and Tel.No.hhJ� �� STT Designer's Name,Address,and Tel.No. sewn/ 0 fA Type of Building: 1 Dwelling No.of Bedrooms ti Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( Cafeteria( ) !, Other Fixtures Design Flow(min..required) 7t gpd Design flow provided gpd Plan Date ( '? r� w Number of sheets 4J Revision Date Title q� Size of Septic Tank f�114 � ce5 4-,:, Type of S.A.S. 16Z CA-to I oa,- Description of Soil f l ,y� Nature of Repairs or Alterations(Answer when a plicable) �!� / /i<O 8'�j'i��e C /�i..sc/" j 110L 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,`-- Date 7'1 Application Approved by i` Date Application Disapproved by Date for the following reasons 1 t Permit No.tl 4-1 Date Issued s -''--- - ----- -` --'---- -------- ------ --------- -- ------------- - rram� - ---------------------------. ._. -7 >0/1 IZE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate Of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system , onstructed( ) Repaired( ` Upgraded( ) Abandoned( )by D t��LA-0+mot ca at - - has been constructed in accordance - - with the provisions of Title 5 and the for Disposal System Construction Permit I AW71;� --7�' dated InstallerA G e( 0i;�e A p K y Designer Al Of #bedrooms Approved desigr og gpd The issuance of this permit shall not be construed as a guarantee that the system�w functions e�s gnejd.. Date ,>' / , Inspectors r/ • - - - - -------��' ---------------------------- - No. q Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS i Disposal 6pst�r.m- Construction permit Permission is hereby granted to Construct( ) Repair(r)/� Upgrade( ) Abandon( ) System located at_ ! (� �!i?1 f /S ev Al 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/complett d within three years of the date of this(ermit. Date /! / ,/i w/� Approved - lam"'.., Town of Barnstable P# Department of Regulatory Services aUwareare t / >, b� Public Health Division Date S 3/ �p tbs4 200 Main Street,Hyannis MA 02601y CEO MA't� Date Scheduled Time Fee Pd. Soil Suitability Assessment for Se e Disposal M! C� CC� 'Performed By: + "' JC (JTZ' Witnessed By; LOCATION & GENERAL INFORMATION Location Address 1166 Owner's Name Address ( 1,1l.��p - (bJ_2. C{'�,!"_ L9 aQn1S�6� Assessor's Map/Parcel: ��—�/7� �gp Z Engineer's Name 45119 ,',2e�1/t� ,, IdA N. NEW CONSTRUCTION REPAIR _2 Telephone# .SO O— y77 - _3.0 Land Use rzqr dtk'a-f r?JS` &-) Slopes(9'0) Z - r Surface Stones �Q Distances from: Open Water Body ft Possible Wet Area N A ft Drinking Water Well 1Cv ft Drainage Way, / ft Property Linel_ ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) Parent material(geologic) `t Depth to Bedrock AJ O Depth to Groundwater. Standing Water in Hole:_�U-6 stL_ . Weeping from Pit Face Aa t AA _ Estimated Seasonal High Groundwater _ X DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in, Depth to soil mottles: Depth to weeping from side of obs.hole: -- in. Groundwater Adjustment Index Well# Reading Date: Index Well level AdJ,factor— Adj.Groundwater Level, ---` PERCOLATION TEST bate T nle.. Observation Hole# � Time at9" Depth of Pere 2 �— Time at 6" Start Pre-soak Time @ _ / �. M'r Time;(9"-6") i End Pre-soak d rk �` //2i9 Rate Min./Inch. e_11_�_ ✓ �` t l�L�� Site Suitability Assessment: Site Passed 1� Site Failed: Additional Testing Needed(Y/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. Q;XS EPTIC'1PERCFORM.DOC i t DEEP.OBSERVATION HOLE LOG Hole#1nL_L Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. — Consistency.%Gravel) E B-9 A Le,4 i,,,t 5,oiM 10 01)_L_ _ 0 Sgk4 A ylL-S�Gg t0�_f3 CZ s.l�- Legr-. (,o��:s73 _ DEEP OBSERVATION HOLE LOG Hole#'l�l°'Z Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. + Consistency,% rave � d � �. L ire►� Sat► (,0'I r�L�I f Z _ ?�-Ion C 1oq -132- CZ la�paA-/3 _ DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Cons ste c o Grave i DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consi ten r _ Flood Insurance Rate Man: Above 500 year flood boundary No— Yes Within 500 year boundary No Yes Within 100 year flood boundary No Yes De_gth of Naturally®ccurrin 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? .._. If not, what is the depth of naturally occurring pervious material? Certification � I certify that on l � � (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 . the required tr ' ing,expertise and experience described in 310 CMR 15.017. Signature._ Date Q:�SI3PTIC01 CFORM.DOC - 97--EXISTING CONTOUR x 100.98 EXISTING SPOT GRADE DRINKING WATER WELL W EXISTING WATER SERVICE 55 BQ' 019 -a H. Wb OVERHEAD WIRES ` \ ® \ TEST PIT $ BENCHMARK LOT 2�i� \\ LEGEND 5.96±Acres \ q, �\ 259,976±SF `\ i PARCEL ID: 178-01\3,002 � \ I I \ I \ w \ I \ I BENCHMARK \\ EXISTING LEACH PITPATIO I � c�P��� Of MAss9Cy EL.= 4.04NER �I I' SAND ANDTO BE MP�D FILLED WITH AB�DONED o PETER T. I \\ oMcENTEE 33.80 I \ CIVIL + i PROPOSED SEPTIC TANK x6 No. 35109 I ' /PUMP CHAMBER ` 9J I f STF��� i \\\ + 1 Cf) 1 \ I I 33.53 ' I �7 EXISTING SEPTIC TANK l G / 12•g. 2 1 +.33.62 1 (TO REMAIN) i TOP OF TANK EL.=30.58 t \ 37 • 1 INV.(OUT)=2p.25 / I Id I FORCE MAIN O �' DOG PEN +29.78 / to , P-2 112„ 33.11+ 0 �W 33�.66�4x O 3 9 � •"���.. `wJ / 31.26 29.77 / 1 SHR S / I +3f.78 23' /.• 7 / 1 ( SHRU a:.74 1 (\ \ 30.73 3557 SHR S .2� +1 \ I '+ .55 \ 1 SHRUBS \ ! U ::35.• _ 32.79• �36.26 - 4.1P PATIO I o M\ .32.86 m 1 I SHRUB 34.04 1 p• 1 «twvvv 1 i J2 31.79 3.04 \ \ M I \ `36.34 ,EXISITNG S�ue00 .00 \\ \ 0 \ \\ 36.40 HOUSE(#11OB) 32.81 \\ 1 / 36.78 T O.F=33.4f/ 37.57 + W W\SHRUBS +32.7a(oPProx.) Pg fjO SHR S ! EX. WELL m C EX. WELL 1 W f ry�� 33.68\,• +32.78 I t 29.591 HOUSE#10941 , .: / . . . . .. . . . . . ,{, x 32.63 I { )Z I 35.05 / x 33.50 tjj I I 36. 3 29.99 34.66 x 32.49 i UTILITY PO 1 +29.63 / 15.73' di 34.43 34:12• ,� , r�QS i y�, 00 -.. i P x 3b.09tl N C N x 31.34 1 36' /=3 / GS32.66 I \ 204.65' l 30.10 29.00 33.48 33� I edge of povement/berm 32.93 to 6A STREET MAIN (Rou 33.42 Engineering by: SCALE DRAWN JOB. NO. PROPOSED SEPTIC SYSTEM UPGRADE PLAN Engineering Works, Inc. 1"=30' P.T.M. 202-17 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. 1106 MAIN STREET WEST BARNSTABLE MA (508) 477-5313 7/20/17 P.T.M. 2 of 4 Prepared for: DiBuono Sewer & Drain, 35 Content Lane, Cotuit, MA 02635 C_ 0 NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:32.5 PROPOSED PUMP CHAMBER FOR A DISTANCE OF 15' AROUND THE PROVIDE RISERS WITH FRAMES & COVERS OVER PERIMETER OF THE S.A.S. EFFLUENT FILTER MANHOLE AND PUMP CHAMBER PROPOSED D-BOX PROPOSED S.A.S. MANHOLE SET TO FINISH GRADE. INSTALL WATERTIGHT RISER, AND INSTALL RISERS & COVERS OVER ONE MANHOLES BROUGHT TO GRADE SHALL BE SECURED COVER SET TO WITHIN 6" OF CHAMBER AND SET 6" BELOW GRADE TO PREVENT UNAUTHORIZED ACCESS. FINISH GRADE. F.G. EL.=34.5t F.G. EL.=34.8t VENT F.G. EL.=32.3t F.G. EL.=31.5t PROVIDE ENOUGH WIRE (EXISTING) SLACK TO REMOVE PUMP L = 23'(MAX.) ® S=1% (MIN.) 2" SCH 40 PVC 4"SCH40 PVC L = 48' 7n 6 as $ as S=1% (MIN.) aaa aaa 4"SCH40 PVC THRUST BLOCKS 6aaaaaa 6aaaaaa AT ALL BENDS 6 INV.=32.50 INV.=34.23 4' 4.8' 4' 14" t0.14" to"INV. EFFECTIVE WIDTH = 12.8' =28.50 PROPOSED INV.=32.00 GAS � INV.=28.75 48" LI4. TWO D- X 4-500 GALLON LEACHING CHAMBERS LEVEL ! BO EF�L��TJ FLOATS SURROUNDED WITH STONE AS SHOWN . FlLTER H-10 EXISTING _ '' � "' ' 2" LAYER OF 1 8" TO 1/2" BOTT. EL.=24.20 DOUBLE WASHED STONE SEPTIC TANK_ PROPOSED 1500 GALLON H-10 TANK (OR APPROVED FILTER FABRIC) ( ) TOP CONC. ELEV.=32.8 INV.=29.25t (2 COMPARTMENTS) BREAKOUT ELEV.=32.50 ease EXISTING COMPARTMENT NO. 1 (ST) - 500 GALLON STORAGE INV. ELEV.=32.00 ease (FIELD VERIFY) COMPARTMENT NO. 2 (PC) - 1000 GALLON STORAGE eases aaaaa BOTTOM ELEV.=30.00 NOTES: 4' MIN. OF NATURALLY 4' 4 x 8.5'=34.0' 4' 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE OCCURING PERVIOUS SOILS EFFECTIVE LENGTH = 42.0' INVERTS, PRIOR TO INSTALLATION. 5' MIN. SEPARATION TO G.W. 2 D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE BOTTOM OF SUITABLE SOILS EL.=25.9 LEACHING SYSTEM SECTION ON A MECHANICALLY COMPACTED SIX INCH CRUSHED - 3/4" TO 1-1/2" DOUBLE NO GROUNDWATER AT EL.=23.8 WASHED STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). 3) INSTALL INLET & OUTLET TEES AS REQUIRED. 4) CONTRACTOR SHALL INSTALL AN EFFLUENT FILTER SEPTIC SYSTEM PROFILE ON THE OUTLET TEE. IT IS RECOMMENDED THAT THE EFFLUENT FILTER IS CLEANED TWICE PER YEAR. N.T.S. S 0$0 I ILCIM G GENERAL NOTES: DATE: JULY 5, 2017 (REF#15,389) SOIL EVALUATOR: PETER McENTEE PE(SE#1542) 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL WITNESS: DONALD DESMARIAS R.S. HEALTH AGENT BOARD OF HEALTH AND THE DESIGN ENGINEER. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS ELEV. TP- 1 DEPTH ELEV. TP-2 DEPTH OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: 34.9 A O 34.8 A O -LOCAL REGULATION: 150' SETBACK REQUIREMENT-WELL TO S.A.S. LOAMY SAND LOAMY SAND 1) A 26' variance, private well (subject site) to proposed S.A.S., IOYR 4/2 10YR 4/2 for a 124' setback. 34.2 8" 34.1 8' 2) A 33' variance, private well (House#1094) to proposed S.A.S., B B for a 117' setback. MED. SAND MED. SAND 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 10YR 5/8 10YR 5/8 TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. 32.4 30" 32.4 C1 29" 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING C1 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN PERC ENGINEER BEFORE CONSTRUCTION CONTINUES. MED. SAND MED. SAND 24"/42" 5. ALL ELEVATIONS BASED ON BARNSTABLE G.I.S.t. 2.5Y 6/4 2.5Y 6/4 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 25.9 108" 25.8 108" 7. WATER SUPPLY PROVIDED BY PRIVATE WELL C2 C2 8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED S.A.S. SILT LOAM SILT LOAM 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS 10YR 5/3 10YR 5/3 AGREED UPON BY .OWNER AND CONTRACTOR OR AS OTHERWISE 23.9 132" 23.8 132" DIRECTED BY THE APPROVING AUTHORITIES. PERC RATE <2 MIN/IN. "Cl" HORIZON 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY NO GROUNDWATER ENCOUNTERED THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). DESIGN CRITERIA 12. AREAS INSPECTED BYNG DESIGNPOUT ENGINOEERUNSUITABLE TO BACKFILLLS SHALL BE 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND NUMBER OF BEDROOMS: 5 NOT CONSIDERED TO BE A PROPERTY LINE SURVEY. SOIL TEXTURAL CLASS: CLASS 1 14. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC DESIGN PERCOLATION RATE: <2 MIN/IN SYSTEM COMPONENTS NOT SHOWN ON THE PLAN. (0.74 GPD/SF LOADING RATE) 15. THE CONTRACTOR SHALL LOCATE, PUMP AND FILL THE SEPTIC SYSTEM DAILY FLOW: ' 550 GPD COMPONENTS OF THE ACCESSORY DWELLING. DESIGN FLOW: 550 GPD GARBAGE GRINDER: NO BUOYANCY CALCULATIONS LEACHING AREA REQUIRED: (550 GPD) = 743.2 SF NOT REQUIRED-TANK ABOVE HIGH G,W, 74 GPD/SFDOSING & STORAGE REQUIREMENTS EXISTING SEPTIC TANK: 1000 GALLONNCAPACITY PROPOSED SEPTIC TANK/PUMP CHAMBER: 500/1000 GAL. CAPACITIES DESIGN FLOW: 550 GPD PROPOSED DISTRIBUTION BOX: 1 INLET, 4 OUTLET(MIN.) DOSING REQUIRED: 4 CYCLES/DAY (SAND) USE 4-500 GALLON LEACHING CHAMBERS IN SERIES 550 _ 4 = 137.5 GALLONS/CYCLE SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES DISTANCE REQUIRED BETWEEN PUMP ON AND PUMP OFF FLOATS: SIDEWALL AREA: 2(12.8' + 42.0') X 2 = 219.2 S.F. 137.5 GAL/CYCLED 250 GAL/FT = 0.55 FT/CYCLE (SAY 6") BOTTOM AREA: 12.8' x 42.0' = 537.6 S.F. STORAGE REQUIRED ABOVE WORKING LEVEL: 550 GALLONS TOTAL AREA:..............................................................756.8 S.F. STORAGE PROVIDED: INV.(IN) EL: 28.50 - ALARM ON EL: 25.66 = 2.84' DESIGN FLOW PROVIDED: 0.74 GPD/SF(756.8 SF) = 560.0 GPD STORAGE PROVIDED = 2.83' x 250 GAL/FT = 710.0 GALLONS Engineering by: SCALE DRAWN JOB. NO. PROPOSED SEPTIC SYSTEM UPGRADE PLAN Engineering Works, Inc. N.T.S. P.T.M. 202-17 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. 1106 MAIN STREET WEST BARNSTABLE MA (508) 477-5313 7/20/17 P.T.M. 3 of 4 Prepared for: DiBuono Sewer & Drain, 35 Content Lane, Cotuit, MA 02635 NEMA 4 JUNCTION BOX CORROSION RESISTANT & LIQUID-TIGHT CABLE CONNECTORS SUPPORTED PROVIDE WATERTIGHT CONCRETE RISER WITH BY 1-1/4" PVC CONDUIT. JOINTS TO BE MADE SECURED FRAME & COVER TO GRADE WATERTIGHT. USE SJE RHOMBUS-JB PLUGGER OR EQUAL. PROVIDE ENOUGH WIRE SLACK TO REMOVE PUMP INSTALL 1' PVC CONDUIT TO HOUSE FOR WIRING HOISTING CABLE 7x19 STAINLESS STEEL WITH WATERTIGHT JOINTS. WIRE HIGH WATER ALARM 1/8" DIAMETER. / 1,760 LB. STRENGTH. FLOAT TO SJE RHOMBUS TANK ALERT XT ALARM PANEL PROVIDE ENOUGH WIRE ON CIRCUIT SEPARATE FROM CIRCUIT TO THE PUMP. SLACK TO REMOVE PUMP INV.(IN)=28.50 2" BALL VALVE (FIELD ADJUST FOR 20 GPM RATE) (INSTALL QUICK DISCONNECT FOR EASY REMOVAL) ALARM ON EL: 25.83 2"SCH. 40 DISCHARGE (THROUGH RISER—SEE PROFILE) PUMP ON EL: 25.66 2" 90' ELBOW W/ 1/4" WEEP HOLE FOR SELF—DRAINING FORCE MAIN BOTTOM OF PUMP OFF EL: 25.16 16 14" 2" SWING CHECK VALVE PUMP CHAMBER 1 8.. 2" SCH. 40 PVC DISCHARGE PIPE ELEV.= 24.20 ADDITIONAL 3/16" VENT HOLE (MIN.) ABOVE PUMP FLANGE PROVIDE 2— WIDE ANGLE FLOATS: 3.5" (TO PREVENT PREMATURE PUMP BURNOUT) FLOAT NOA: PUMP ON/OFF (BARNES 073618) BARNES SEV SERIES PUMP .5 H.P. 115 V FLOAT NO.2: ALARM ACTIVATION (BARNES 073612) 2 DISCHARGE PASSING 2 SOLIDS (pN SEPARATE CIRCUIT FROM PUMP SPECIFIED) PUMP CHAMBER, PUMP & ACCESSORIES AVAILABLE AS A UNIT THROUGH WIGGEN PRECAST CORP., BOURNE MA. (800) 564-6774 PUMP & ACCESSORIES AVAILABLE THROUGH WILLIAMSON ELECTRIC (781) 444-6800 PUMP DETAIL 4" GRAVITY , i (6) 4" DIA.OUTLETS(MIN.) OUTLET(TYP.) � 4" TYP. 2" FORCED INLETLj 10'-2-1/2" W/ VERTICAL TEE 21• 4" GRAVITY "1 19.5 — — 20" DIA. COVERS OUTLET L. —t — ,-�— — (TYP.) 8.5" --21'_y T A I 1 i I ! I A 6'-1/2.. 4" GRAVITY NOTE: BOTTOM OF TEE SHALL NOT OUTLET(TYP-) ` ! - -EXTEND BELOW FLOW LINE. D—BOX SHALL HAVE H-10 RATING DISTRIBUTION BOX - - - - 4" KNOCKOUTS 10 (TYP.) 17" PLAN VIEW W 10'-2-1/2" USE 4" TOP SLAB (H-10) 3 x 12 VENT INLET + s To s �� TRANSFER-,PTIN OUTLET h I �� DOG PEN 1 / 1 I I evil I /2" 3° (.-j COMPARTMENTWALL a f 54-1 2 48" I (1/3 CAPACITY) 51-1 2 ro f / REINFORCING R8 LIQUID 1, 3' / a / 95.7g3 y! LEVEL 3-112° r I 4__ I 9'-5-1/2" 9'-11-1/2" CROSS SECTION A-A WIGGIN PRECAST CORP 15MONTH SPECIFICATIONS 1.) CONCRETE 4,000 PSI AFTER 28 DAYS. 2.) CONSTRUCTION CONFORMS TO DEP TITLE V REGS. 310 CMR SECTION 15.226. HOUiE(#11 iEEejlXISITNG06) 3.) REINFORCEMENT PER ASTM C1227-93. TO.F=33.4f/ 4.) NOTE SPECIAL ORDER FOR INLET TO ENTER SMALL COMPARTMENT. 1 ,5001 GALLON SEPTIC LAYOUT MONOLITHIC SEPTIC TANK (2 COMPARTMENT) Engineering by: SCALE DRAWN JOB. NO. PROPOSED SEPTIC SYSTEM UPGRADE PLAN Engineering Works, Inc. N.T.S. P.T.M. 202-17 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. 1106 MAIN STREET WEST BARNSTABLE MA (508) 477-5313 7/20/17 P.T.M. 4 of 4 Prepared for: DiBuono Sewer & Drain, 35 Content Lane, Cotuit, MA 02635 a � I N �� v �a ° a LOCUS •O c ® , o R 2° \o � or �\ �� 3 Street � Church St RO�TF 6 Aye sf 93.64' - LOCUS MAP NOT TO SCALE DO -o o� Q . ol� �0 0 188.29 o 45.93' 63.25' 23.07' N LOT 2A 5.96±Acres 259,976t SF PARCEL ID: 178-013-002 --- 55.00' --------- N I � I ISHED 363.08, 0 o L [2111106 N W 15.73' 00 00 204.65' ` N \ 16.36' ' MAIN (Route 6A) STREET I ' L_ _—_—_—__ SEE SHEET 2 • 20 SCALE WINDOW OF 4f4SS9�tia o PETER T. MCENTEE o CIVIL 35109 OWNER OF RECORD �F G DELANE, ELSIE L 1106 MAIN STREET WEST BARNSTABLE, MA 02668 Engineering by: SCALE DRAWN JOB. No. PROPOSED SEPTIC SYSTEM UPGRADE PLAN Engineering Works, Inc. 1"=8o' P.T.M. 202-17 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET No. 1106 MAIN STREET WEST BARNSTABLE MA (508) 477-5313 7/20/17 P.T.M. 1 of 4 Prepared for: DiBuono Sewer & Drain, 35 Content Lane, Cotuit, MA 02635