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0136 COTUIT BAY DRIVE - Health
136 COTUIT BAY DRIVE,COTUIT r S II ' I i� I' TOWN OF BARNSTABLE LOCATION 1`3 C, C'oi,,;i qv` .1j SEWAGE# 1`l_ F VILLAGE 6_O W-1'r ASSESSOR'S MAP&PARCEL 07 02 0 INSTALLER'S NAME&PHONE NO.'Zb�4&S A `c&A-2 9 ti c- SEPTIC TANK CAPACITY LEACHING FACILITY:(type) I-/ 49 c CJI 14 X (size) 10,B X i-J0 X Z- c NO.OF BEDROOMS LJ OWNER `LeC lIV PERMIT DATE: 12`9 COMPLIANCE DATE: Y -2'/—/ Separation Distance Between the: FShS 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 BYc_�(( ,J OUT-20'y }' 2�5- 1 -136 c���� g� Dr-� — 21 y - -911,5 BOOT--3e):7 a D L-1 1;I I - SI No. Fee T E OMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 2pprication for deposal *pstent Construction 3permit Application for a Permit to Construct( ) Repair(t4upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 5&eaol -a ./ fj Owner's Name,Address,and Tel.No. Gohrl f- 44cw Assessor's /Ma Parcel p. Y Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. s s �c €s r�3 Nc -�fOO_7I •v ,-r rimer JA)0 l Type of Building: Dwelling No.of Bedrooms !4 Lot Size '4 7A)1) sq.ft. Garbage Grinder( ) Other Type of Building 7CStC]�'I�1�IQl No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) H °-(Q gpd Design flow provided 4 70 gpd Plan Date 12 - - I a) Number of sheets Revision Date Title Size of Septic Tank 1 X 10 Type of S.A.S. gja JI&N /-/ ' e, li C�e�crN� Description of Soil store o epairs or Alterations(Answer when applicable) it.) toil t-t 167 Cc. cycAaea, 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. S. e Date -21 Application Approved by Date . Application Disapproved by Date for the following reasons Permit No. Date Issued L 5 No. m. 1 _ - Fee T E COMMONWEALT OF MASSACHUSETTS Entered.in computer: ' PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTSY�es application fog-MiBtlosal bpstrm Construction 30ermit Application for a Permit to Construct( ) Repair-(t.Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. SCe Gam, aj Owner's Name,Address,and Tel.No. Assessor's Map/Parcel ( S) Installer's Name,.Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: n.. Dwelling No..of Bedrooms L( Lot Size 49 70 sq.ft. Garbage Grinder( ) Other Type of Building CS�CJPNIr tG� No.of Persons Showers( ) Cafeteria( ) Other Fixtures i Design Flow(min.required) d 'tDesign flow provided T gpd -- Plan Date 12 - •5 - ►1 Number of sheets 2-. Revision Date Title sa Size of Septic Tank 1_,x i5} ,N° ` ;` Type of S.A.S. 41<� �r,1I6N N ' -2r7 Description of Soil s - Nature o epairs or Alterations(Answer when applicable) 1 �JS 1 G 1 41 s co �cc��nnj C VkJM\C�N(i, L'o o h h, \\\� { L t ©t rS J O.1elG. O ` 3f� Date last inspected: Agreement: A 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 Iof Compliance has been issued by this Board of Health. S'g e Date Application Approved by f` Date , Application Disapproved by Y Y" Date ;_+' for the following reasons a Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS, TOO-CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( Upgraded( ) Abandoned( )byCS�O at i Co} u�} ..� L�r has been constr, cted in cc with the provisions of Title 5 and the for Disposal System Construction Permit No. 7/d Installer yt,Ac,S (1 'Tb(ot ,a TL-r Designer�.N r a w Q{ V #bedrooms Approved design flow gpd The issuance of th's perm shall not be construed as a guarantee that the system wipfunton as designed. I Date �- ( Ins ector '/ �Np � - - = -----------------=------- -------------------------------------- --------------- -- No. Feey- �HE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Disposal *pste oustruction Permit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) __ Abandon( ) System located at 1 15t, 4,:�, v i F "lu v ,�ii✓•c F v i 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 omp Ited w'hin three years of the date of this permit. �" y Date Approved by / -_ Town `:f Barnstable 4�0 �o Re.gul tore`services : Rchard' V-,.:Slcali interim Director � ' I . Pubbe eaitb Div §ion ; ar�o�� Th.o�as�` c�eara:,Dsb�ector 200 Main Str het,Hyannis,AAA 02601 Off e: 508-862-4644 n Fax: 508-790-6304 ( ` Installer_& Desigue ,`Certification'Ii orm Da.e: ` 1 Sewage Permit# L Assessor's Map`Parcel De-igner: �o. e Installer; Address: i Viz} f P,A was issued a permit to install a E (date) (installer); sep ac system at`ffi� . (, ��" �� s based on a design drawn by Gera,V\� rt: e , ( ddress) dated ( �`� l +GJ (designer) certify that the septic system referent d.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. Sip out (if required) was-inspected and the soils I were found satisfactory. ' I certify that-thaseptic system refereed d' above was installed with major changes (i.e, is greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance ith State & Local Regulations. Plan revision or certified as-built by designer to follow, ',..trip out (if required) was inspected and the soils were found satisfactory, i I certify that the system referenced aboyd was,r onsttu with the terms of the IAA approval letters (if applicable) PETER ;i c1Vi� j, staller's Signature) 111101 At. ri ,(Designer's Signature).-" ` (Affix Designer's Stamp Here) D LI ASE_-RETURN TO BARNSTAI3LE P Cj-EALTH DIVISION._QEl TITICATE ` of COMPLIANCE,CE, WILL, NOT BE ISSTJED UNTIL BOTH. TIES FORM AMA AS- 'RI T CARD.ARL RECEIVED BY TEE RkRINSTABLE PUBLIC M q,TH DIVISION. T YOU.. -- Q;1 � pticlDesigner Certification Form Rev 8-14-11doc Town of Barnstable P# Department of Regulatory Services a►axereste : Public Health Division Date 200 Main Street,Hyannis MA 02601 Date Scheduled fI� Time Fee Pd, V Soil Suitability Assessment or Se a ��v►�.- 's v, Performed By: Witnessed By: V LOCATION& GENERAL INFORMATION Location Address 13(o cb-i.t� } p Owner's Name e k `y t7a.Y ���i. fv �' Address LU Assessor's Map/Parcel: (ls& ^0ZtJ Engineer's Name �� �(-VClix 2 NEW CONSTRUCTION X REPAIR Telephone# -�3�7"? 3-?•"4 -1 to 6—. Land Use Ae-5(G1u+ deg l Slo es g'o P ( ) f._S Surface Stones NOVA.s Distances from: Open Water Body y3o-a_ft possible Wet Area '�°"� ft Drinking Water Well >t-sv ft Drainage Way /•'l ft Property Line 2S �S ft Other ft SKETCH:(Street name,dimensions of lot,exact tions of test holes&perc tests,locate wetlands fn proximity to holes) I i i i fir': G&7- L_T a3A-gyp Parent material(geologic) � ""`�'s�` Depth to Bedrock f- Depth to Groundwater. Standing Water in Hole: �6 z Weeping from Pit Race SU - ,C it1 Estimated Seasonal High Groundwater 6 Y' .SZ i DETERNIINATION FOR SEASONAL HIGH WATER TABLE 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 ft. Index Well# Reading Date: Index Well level.�r Adj,factor— Adj,Groundwater Ixvel i PERCOLATION TEST Datp�._.e Time. Observation J o' Hole# f r�'� Time at 9" LP Depth of Pero Time at 6" -_ Start Pre-soak Time @ Time(9"41) End Pre-soak Rate Min./Inch. Site SuitabilityAssessment: Site Passed .. 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:\SFPTfC\PERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole# 3 Depth from Soil Horizon Soil Texture .Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Consistengy.%Gravel) — y �1 L.C, LC �$ DEEP OB SERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other (Structure,Stones Moulin S ,Boulders. Surface(in.) (USDA) (Munsell) g consistency,%Gravel) `&11, -5041 g LS 1oY(S% DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. o Gravel) I DEEP OBSERVATION HOLE LOG . Hole# Depth from Soil Horizon Soil Texture Soil Color soil Other Surface(in.) (USDA) (Munsell) t Mottling (Structure,Stones;Boulders, Consist n Flood Insurance Rate Mau: Above 500 year flood boundary No_ Yes 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 I certify that on (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 training,expertise and experience described in 310 CMR 15.017. Signature C Date l Z t (Cl Q:\.SEPTIOPERCFORM.DOC Page 1 of 1 Miorandi, Donna From: PETER MCENTEE [peter.mcentee@gmail.com] Sent: Wednesday, September 10, 2014 5:21 PM To: Miorandi, Donna Subject: Re: 136 Cotuit Bay Drive, Cotuit Doesn't appear to be enough room to expand in the front without moving the water service and since this design pre dated the H-20 issue. Arc 36 doesn't have H-20 anymore. I put together a concept the I gave to the builder showing an SAS of equal size to the one in the front, located in the back yard. I also showed a reserve area. See attached. On Wed, Sep 10, 2014 at 4:11 PM, Miorandi; Donna<Donna.Miorandigtown.barnstable.ma.us> wrote: Hi Peter: Got a call from a builder, Steve Mcelheny(?sp) and he has a client at this address that you did a plan for in 2013. It was for 3 bedrooms and now they want to go to four bedrooms. It is allowed because they have enough land in the estuary but he was told by you that it couldn't be expanded because it is under the driveway. Can you enlighten me? Thanks! Donna 1 P.S. It has a very steep slope out back and I see that the water line is to the left of the SAS which is H2O plastic. Peter T. McEntee PE - Principal Engineering Works, Inc. 12 West Crossfield Road Forestdale, MA 02644 Tel/fax (508) 477-5313 r 9/11/2014 TOWN OF BARNSTABLE LOCATION .13G Cc�t c)¢� �w' (7r t�� SEWAGE# .2®I;3—!7C, -``VVILLAGE CotdJ- ASSESSOR'S MAP'.&PARCEL QQS(., Q,2C,_ INSTALLER'S NAME&PHONE NO. A y20—NrJ.X SEPTIC TANK CAPACITY LEACHING FACILITY.(type) A re, 3(;N C - W 'Z 0 (size) 11,3 X 2 S NO.OF BEDROOMS 3 OWNER �ec&V, PERMIT DATE: i ' COMPLIANCE DATE: S Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility QX1^ Or,Feet Private Water Supply Well and Leaching Facility(If any wells exist ori` 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 BYT)i,3., 13 I2h i 1 3 c coTo.i'T Prod 415`w't p ovr 2 $017 3 2`G 3 '` s J P3c'l '' s �I z No. /i3 Fee / THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 2pplitation for ;Disposat6pstm Construction Permit Application for a Permit to Construct( ) Repair(d,<Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 13 G GG,Yus+ bar D f I v ie Owner's Name,Address,and Tel.No. Assessors Map/Parcel O:5& —02 0 641;1 d' Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. DovS/L:i A 3r Type of Building: Dwelling No.of Bedrooms 3 Lot Size `/y,20�_sq.ft. Garbage Grinder( ) Other Type of Building (ass e No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided '3 gpd Plan Date `/be/I Number of sheets 2 Revision Date Title Size of Septic Tank e g t 5 f L/ / Type of S.A.S. 4�-e 3 G /'d L 1,4-2,6 Description of Soil 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. naj Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No._ `c3 i / 7 Date Issued �/ / 3 No. ;. �� � �:,ye"""""..."`" Fee {t r THE COLM'MOIAWEALTH MASSACHUSETTS Entered in computer: 4w `k.... Yes PUBLIC HEALTH DIVISION -TOWN,OF BARNSTABLE, MASSACHUSETTS 01pplication for BisposaY-o�.psttm Construction Permit Application for a Permit to Construct( ) Repair(/,<Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components' Location Address or Lot No. 13 G G c fu;•t be 7 �f��r Owner's Name,Address,and Tel.No. Assessor's Map/Parcel (5 SC9 -02 p 4- lae u t h Installerr's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Vov5/,3 4 1-3/c ,- -C-c E^'Sr .. e.., r-..S l.%Jb✓/ts SOg- 1-/7 7 - S 3,1 Type of Building: Dwelling No.of Bedrooms .3 Lot Size �/�70 3 sq.ft. Garbage Grinder( ) Other Type of Building jmaj�e No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min:required) 3 3n gpd Design flow provided 3 SS. `Z- gpd Plan Date 'J.// Number of sheets 2 Revision Date T� Title Size of Septic Tank eO V I n) Type of S.A.S. .411c 9 B Description of Soil ' Nature of Repairs or Alterations(Answer when applicable) r+S i c// r� S_ A . S " Date last inspected: , Agreement:"` r 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 _ Y Compliance has been issued by this Board of Health. G sue- Date 1—by Application Approved by rr Date Application Disapproved by Date for the following reasons s 1 Permit No. 710 Date Issued 41113 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( - ) Repaired(1--l' Upgraded( ) Abandoned( )by":Do�c 3 A at j r 1-v L/I has been constructed in a cordance with the provisions of Ti le 5 and the for Disposal System Construction Permit No-"J 6dated Gy Installer�,,xl�� A ��i ca�s L rvC Designer ,c iv r i N P p Y' /-�� � l<S #bedrooms :3 Approved design flow 3SS. 2 / gpd The issuance of this permit shall not onstrued as a61 ,guarantee that the system w gn cti n,, desi ed. Date Inspector // ,fi /� /, �✓ C/ t - ---------------------------------------------------------------------------------------- --------------------------------- No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Disposal 6pstem Construction permit Permission is hereby granted to Construct( ) Repair( l/� Upgrade( ) Abandon( ) System located at /e 6 Co,yi 4 i2i , ✓,. �o u and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with i ` Title 5 and the following local provisions or special conditions. i Provided:Construction must beco mpleted within three years of the date of this.-permit-� a Date 3 Approved by 05/17/2013 14:07 5084775313 ENGINEERING WORKS PAGE 01 Town of Barnstable Regulatory Services Thomas F.Geiler,Director. i Public Health Division Thomas McXtan,Director 200 Main Street, Hyannis,MA 02601 0ffice: 508-962-4644 Fax: 508-790-6304 Date: l Sewage Permit# = T Assessor's Map/Parcel C'J S6 —o Instable in ner Certificatioa Form Designer IESnla;nC,4,t0%A W A r4r, 1»c Installer. . A ,Addy : 12 W. C�:s r_lal ► Address: d. ! a x 14 -5-- - T Af on V- � � `�r t� n 1�� was issued a permit to install a ( ) (installer) septic system at 13(.. G+--) f-- �,St P� Co ,based on a design drawn by . ,`.n ..5 n,s...fK inc (addresaj MC- re,-- e L dated i T 13 (designer) �— T I certify that the septic systeru 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 twxk. Stripout (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. Stripout(if required)wa " cted and the soils were found satisfactory. th 0p PETER T. McENTEF staller's Signature) CIVIL ,A No.35109 (Designer's Signature) (A x Design PLIASE RETURN TO AMSTABLE PUB HEALTH DM I N. C RTIFI TE OF COMPLIANCE WILL NOT BE ISSUED UNTM BOTH THIS FORM AND AS- ARE RFFwEIVED BY THE BANSTABLE P C HEALTH D THAT•K..YOU. q:lofiice formsld�ignercerpilic�on fo:m.doc AsBuilt Page 1 of 1 TOWN OF BARNSTABLE LOCATION •136Gjo'►} �c�., t�rt.s� SEWAGE# „2C43—'t7( VILLAGE ASSESSOR'S MAP.&PARCEL QSG•-02o INSTALLER'S NAME&PHONE NO. Lj241,,q SEPTIC TANK CAPACITY r t LEACHING FACILITY.(type) A(c, 3G t -li ,,2 y (size) 11.3 X ,2 NO.OF BEDROOMS 3 OWNER �P VN PERMIT DATE: i • COMPLIANCE DATE: S Separation Distance Between the: A)cx.�.--e4CL»s--ers Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Q� }?C( CC, Feet Private Water Supply Well and Leaching Facility(If any wells exist aria' 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 BYT � ck0f 1011,111I °`'f 3�'io 2,- $0'7" 0 3 - y21G ' 3 - �J s http://issgl2/intranet/propdata/prebuilt.aspx?mappar=056020&seq=2 2/10/2014 rz . DEEP.OBSERVATION HOLE LOG Hole_# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure.,Stond;Boulders., corwitonj .vl (0-1 z (2-` o 3 LS 1 G.J Cc 2�5- 7/ 70 DEEPOBSERVATION HOLE LOG Hole,# :2�, Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.). (USDA) (Munsell) Mottling (Structure,Stones,Boulders... Consistency,% . DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color. Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. G .e .. j F DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon. Soil Texture Soil Color Sall Other Surface(in.) (USDA) (Munsell) Mottling (Structure,:Stones`;Boulders. Consis Flood Insurance Rate:Map: Above 500 year flood boundary No— Yes `Within 500 year boundary No Yes Within 100 year flood boundary No 4 Yes Depth of Naturally Occurring Pervious Material four feet of naturally occurring pervious material exist all areas..observed throughout�the, Does at least Y area proposed for the soil absorption system? S If not,what is the depth of naturally occurring p rvious material? Certification I certify that on !q4 _(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 training,expertise and experience described in 310 CMR 15.017.` Signature �� �~ Datef 3 Q:\4BP nC�PBRCFORMMOC Town of,Barnstable . P#_ /; +� Department-of Regulatory&rvices i;; a�►t ; F Public Health Division Date 7 13 > A 200 Main Street,Hyannis MA 02601 �Fp M1d� Date Scheduled Time Fee Pd. 00.. CA) . Soif Suitability Assessment for Sewage Disposal Perform ed'B : / y �c� IBC �e2 2 Witnessed By: LOCATION& GENERAL INFORMATION f Location Address. /36 fed �^�— �� Owner's Name � ao'1�I Iti /", Address 8 �T'8cn ^7�� ►'`� >4�I b to r I q OCZ Ass essoes'Map/Parcel.• L'?��o �'C7.Zt� Engineer's Name M. 1 E-eQ NEW CONSTRUCTION Q REPAIR 9.. Telephone# �( 757—Q 7 6 F Land'Use Slopes(�'o) Z '�� Surface Stones N a n-Q Distances from: Open Water Body �Jj ft Possible Wet Area /-J/n-- R Drinking Water We11T i S15 ft Drainage Way ft Property Line ,d f ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands(n proximity to holes) 2 �-7p� c"t'd 1 te S�4 �;� L�r---. � It) ` 09'+Xb r t—Q(%4, u' Parent material(geologic) Depth to Bedrock IV/A Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE 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 ft. Index Well# Reading Date: Index Well level.__ Adi.faetor. � Adj.ClroundwaterLevgl PERCOLATION TEST Date, Thne.._..v Observation Hole# �2( C r �+LQ Time at 4" Depth of Perc 12' (-7 Time at 6" Staff Pre-soak Time @ S a�.�S �� Time(9"-6") End Pre-soak CQ Rate Minilnch 'M I A.C- Site Suitability Assessment: Site Passed \ 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:VSEPTIOPERCFORM.DOC s f TOWN OF BARNS'T/ABLE LOCATION � C 0���`-�� ,�'. �./ --'` SEWAGE #p VILLAGE ASSESSOR' MAP & LOT R—*STA L-firS NAME&PHONE NO.�I i � i � �� / ' SEPTIC TANK CAPACITY LEACHING FACILITY: (type) P �t (size) NO.OF BEDROOMS BUILDER OR OWNER eJ� 'DATE: /�l r�� COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and 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) 1 Feet Edge of Wetland and ching Facility(If any wetlands xist within 300 fee ,Ve hi f ility) Feet Furnished by `Z , �... _..�--�. �� � �� �/� ��� �� �= -L _ ��� �� �� p �-- - - - l i rr----------------� j 28.08 \ x 14.91 I I RESERVE \ \ \ I .S. 9.77 26.03�� �\ \\ \ 1 I + 1 .38A / \ \ x 120 f-25' 12.7 \26.21 \ 17. x 3117\ \�- �,- 25,58 ` 22.43 t�-- _7 �J6 1 J /15.72 16.50 x 25.45 -- 1 53 x 30.74 �ff-x 30.18 \ x 25 T� 22.00 � 1, x 31.33 x 23.57 z 2?.35 29. �47 / x 2�}. 3 31.62 PA TlO x 23.33,\- DECK rn rc'n 29.4 gyp'/ \I 2�4.?6 pp c.,,i GARAGE 2 3 2 3.9 STONE 31.79 1EXISTING X`i 51 M i DRI VEWA Y HOUSE(#1 J6) �� 6 PORCH T O.F. =32.2E i x 31.82 l _ 31,82 28.5 STO 31,10 31.18 x 30.94 ' J 32.00 31.73 31.59E OR/�/ --- ,qy x l / 33.62 33.03 1.43 31.22 Q , ! 2.16 x 3,.46 2.32 6149 4p' 27. INSTALL4-4 f iEX�SThNGi NEW D-BOX x 33.42 155I A. I TP x 31.73 L�4MP r-t = 1-_ -1 r \ x 32.90 x 31. 6 LAMP '3i.22 150.00' x 28 6Z x 31.57 TP 1, ®2 7.6 7 28J2 wu „ x 27,36 CBdh p s 41 "27 57 E --- vz�" \:�"27.a1 BENCHMARK SET PK SET 76 v29.74 edge of pavement 26.76 catchbasin CENTER OF CA TCHBASIN- T �� �� DRIVE 26.35 EL.= 26.35 (Assumed Datum ��� i •' ' TOWN OF BARNSTABLE BOARD OF HEALTH --I ARTICLE II: MINIMUM STANDARDS FOR HUMAN HABITATION Date 7L Time: In Out Owner Tenant Z— S41441� Address Address 2 J(p Complia a Remarks or Regulation# Yes NO Recommendations 2. Kitchen Facilities 3. Bathroom Facilities 4. Water Supply 5. Hot Water Facilities 6. Heating Facilities MD 7. Lighting and Electrical Facilities 8. Ventilation 9. Installation and Maintenance of Facilities 10. Curtailment of Service 11. Space and Use 12. Exits 13. Installation and Maintenance of Structural Elements 14. Insects and Rodents 15. Garbage and Rubbish Storage and Disposal 16. Sewage Disposal 17. Temporary Housing 18. Driveway Width 19. Number of Tenants Observed PART II 37. Placarding of Condemned Dwelling; Removal of Occupants; Demolition Number of Bedrooms Number of Vehicles Allowed ( x) Number of Persons Allowed (max) Person(s) Interviewed Inspector If Public Building such as Store or Hotel/Motel specify here i TOWN OF BARNSTABLE BOARD OF HEALTH ARTICLE II: MINIMUM STANDARDS FOR HUMAN HABITATION Date .._ Time: In Out Owner �` Tenant Address Address CSC I Compliance Remarks or Regulation# Yes O Recommendations 2. Kitchen Facilities 3. Bathroom Facilities 4. Water Supply 5. Hot Water Facilities 6. Heating Facilities 7. Lighting and Electrical Facilities 8. Ventilation 9. Installation and Maintenance of Facilities 10. Curtailment of Service 11. Space and Use' _ 12. Exits 13. Installation and Maintenance of Structural Elements 14. Insects and Rodents 15. Garbage and Rubbish Storage and Disposal 16. Sewage Disposal 17.Temporary Housing 18. Driveway Width 19. Number of Tenants Observed PART II 37. Placarding of Condemned Dwelling; Removal of Occupants; Demolition Number of Bedrooms Number of Vehicles Allowed ax) Number of Persons Allowed (max) _ Person(s) Interviewed Inspector If Public Building such as Store or Hotel/Motel specify here TOWN OF BARNSTABLE BOARD OF HEALTH ARTICLE II:MINIMUM STANDARDS FOR HUMAN HABITATION Date , ' Time: In Out Owner Tenant Address Address 1 3 Cyr �Lv- 6-37. /17 2Lro &_Q Complia a Remarks or Regulation# Yes NO Recommendations 2. Kitchen Facilities —/ d 3. Bathroom Facilities APPTOVUU- MAC n. 4.Water Supply ~ 5. Hot Water FacilitiesA-A) 6. Heating Facilities 7. Lighting and Electrical Facilities 8. Ventilation 9. Installation and Maintenance of Facilities 10. Curtailment of Service 11. Space and Use 12. Exits 13. Installation and Maintenance of Structural Elements 14. Insects and Rodents 15. Garbage and Rubbish Storage and Disposal 16. Sewage Disposal r� 17.Temporary Housing r. 18. Driveway Width on 19. Number of Tenants Observed PART II tot 37. Placarding of Condemned Dwelling; Removal of Occupants; Demolition Number of Bedrooms Number of Vehicles Allowed (max) Number of Persons Allowed (max) Person(s) Interviewed Inspector If Public Building such as Store or Hotel/Motel specify here y , TOWN OF BARNSTABLE BOARD OF HEALTH ARTICLE II: MINIMUM STANDARDS FOR HUMAN HABITATION Date �_ �' I Time: In `� Out , Owner A.4 Tenant :J�L se-cl� Address Address J� Complian ' Remarks or Regulation# Yes NO Recommendations 2. Kitchen Facilities 3. Bathroom Facilities n vAd: 4. Water Supply Ql LD CCIt:-. 5. Hot Water Facilities 6. Heating Facilities 7. Lighting and Electrical Facilities 8. Ventilation 9. Installation and Maintenance of Facilities 10. Curtailment of Service 11. Space and Use 12. Exits 13. Installation and Maintenance of Structural Elements 14. Insects and Rodents 15. Garbage and Rubbish Storage and Disposal 16. Sewage Disposal 17.Temporary Housing 18. Driveway Width 19. Number of Tenants Observed C' ;1610 (— 013 PART II 37. Placarding of Condemned Dwelling; Removal of Occupants; Demolition Number of Bedrooms Number of Vehicles Allowed (max) Number of Persons Allowed (max) �, Person(s) Interviewed Inspector If Public Building such as Store or Hotel/Motel specify here ' TOWN OF BARNSTABLE BOARD OF HEALTH �., ARTICLE II: MINIMUM STANDARDS FOR HUMAN HABITATION ' Date _ I Time: in ' Out aT�� Owner Tenant Address Address 3/0 v / T Compliane Remarks or Regulation# Yes NO Recommendations 2. Kitchen Facilities I 3. Bathroom Facilities 4. Water Supply. 14 3c-off 5. Hot Water Facilities 17 6. Heating Facilities 7. Lighting and Electrical Facilities 8. Ventilation 9. Installation and Maintenance of Facilities 10. Curtailment of Service 11. Space and Use 12. Exits 13. Installation and Maintenance of Structural Elements 14. Insects and Rodents ` 15. Garbage and Rubbish Storage and Disposal 16. Sewage Disposal 17. Temporary Housing 18. Driveway Width 19. Number of Tenants Observed C a l C , uL cro PART II 37. Placarding of Condemned Dwelling; / Removal of Occupants; Demolition Number of Bedrooms Number of Vehicles Allowed (max) W Number of Persons Allowed (max) Person(s) Interviewed Inspector If Public Building such as Store or Hotel/Motel specify here w FoRM30 C&w HOBBSBWARREN'm THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH i CITY/TOW = W V I b n D&MENT ADDRESS GSM S ey`8W ELEPHO E � ,, /1/s Address �� Occupan �� aIa.l- IQ y �Ct°rir Floor Apartment No. No. of Occup ts _L)�d..ff as No.of Habitable Rooms No.Sleeping Rooms No.dwelling or rooming uni s No Storie Name Wd addr ss of owner a Remarks Reg. Vio. YARD at Bld s.: Fences: Garbage and Rubbish I , n Containers: Drainage r Infestation Rats or other: STRUCTURE EXT. Steps,Stairs, Porches: Dual Egress:and Obst'n.: ❑ B ❑ F ❑ M Doors,Windows: Roof Gutters, Drains: Walls: Foundation: Chimney: BASEMENT Gen.Sanitation: Dampness: Stairs: Li htin : STRUCTURE INT. Hall,Stairway: Obst'n.: Hall, Floor,Wall,Ceiling: Hall Lighting: Hall Windows: HEATING Chimneys: Central ❑ Y ❑ N Equip. Repair TYPE: Stacks, Flues,Vents: PLUMBING: Su ply Line: ❑ MS ❑ ST ❑ P Waste Line: H.W.Tanks Safety and Vent(s) ELECTRICAL Panels, Meters,Cir.: ❑ 110 ❑ 220 Fusing,Grnd.: AMP: Gen.Cond. Distrib. Box: Gen. Basement Wiring: DWELLING UNIT Ventil. L to . Outlets Walls Ceils. Wind. Doors Floors Locks Kitchen Bathroom Pantry Den Living Room Bedroom 1 ., Bedroom 2 Bedroom 3 Bedroom 4 Hot Water Facil. Sup.Ten.,Gas, Oil, Elect.: Stacks, FI es,Vents,Safeties: Kitchen Facilities Sink f Stove Bathing,Toilet Facil. Vent., Plumb.,Sanit'n.: Wash Basin,Shower or Tub: Infestation Rats, Mice, Roaches or Other: Egress Dual and Obst'n: General Building Posted Locks on Doors: ONE OR MORE OF THE VIOLATIONS CHECKED ABOVE IS A CONDITION WHICH MAY MATERIALLY IMPAIR THE HEALTH OR SAFETY AND WELL-BEING OF THE OCCUPANT AS DETERMINED BY 105CMR 410.750 OF THE CODE OR THE AUTHORIZED INSPECTOR. (See Over) "THIS INSP ffij ORT IS SIGNED AND CERTIFIED UNDER THE PAINS AND PENAL " r-r ' INSPECTO TITLE A. DATE TIME �1/�Q ' /0 P.M. A.M. THE NEXT SCHEDULED REINSPECTION P.M. 410.750: Conditions Deemed to Endanger or Impair Health or Safety The following conditions, when found to exist in residential premises, shall be deemed conditions which may endanger or impair the health, or safety and well-being of a person or persons occupying the premises. This listing is composed of those items which are deemed to always have the potential to endanger or materially impair the health or safety, and well-being of the occupants or the public. Because Chapter II, 105 CMR 410.100 through 410.620 state minimum requirements of fitness for human habitation, any other violation has the potential to fall within this category in any given specific situation but may not do so in every case and therefore is not included in this listing. Failure to include shall in no way be construed as a determination that other violations or conditions may not'be found-to fall within this category. Nor shall failure to include affect the duty of the local health official to order repair or correction of such violation(s) pursuant to 105 CMR 410.830 through 410.833 nor shall failure to include affect the legal obligation of the person to whom the order is issued to comply with such order. (A) Failure to provide a supply of water sufficient in quantity,-pressure and temperature, both hot and cold, to'meet the ordinary needs of the occupant in accordance with 105 CM 410.180'and 410.190-for a period of 24 hours or longer. (B) Failure to provide heat as required by 105 CMR 410.201 or improper venting or use of a space heater or water heater as prohibited by 105 CMR 410.200(B)and 410.202. (C) Shutoff and/or failure to restore electricity or gas. (D) Failure to provide the electrical facilities required by 105 CMR 410.250(B), 410.251(A), 410.253 and the lighting in com- mon area required by 105 CMR 410.254. (E) Failure to provide a safe supply of water. (F) Failure to provide a toilet and maintain a sewage disposal system in operable condition as required by 105 CMR 410.150(A)(1)and 410.300. (G) Failure to provide adequate exits, or the obstruction of any exit, passageway or common area caused by any object, including garbage or trash, which prevents egress in case of an emergency 105 CMR 410.450, 410.451 and 410.452. (H) Failure to comply with the security requirements of 105 CMR 410.480(D). (1) Failure to comply with any provisions of 105 CMR 410.600, 410.601 or 410.602 which results in any accumulation of gar- bage, rubbish,filth or other causes of sickness which may provide a food source or harborage for rodents, insects or other pests or otherwise contribute to accidents or to the creation or spread of disease. (J) The presence of leadbased paint on a dwelling or dwelling unit in violation of the Massachusetts Department of Public Health Regulations for Lead Poisoning Prevention and Control, 105 CMR 460.000. (See M.G.L. c. 111 @@ 190 through 199.) (K) Roof,foundation, or other structural defects that may expose the occupant or anyone else to fire, burns, shock, accident or other dangers or impairment to health or safety. (L) Failure to install electrical, plumbing, heating and gas-burning facilities in accordance with accepted plumbing, heating, gas-fitting and electrical wiring standards or failure to maintain such facilties as are required by 105 CMR 410.351 and 410.352, so as to expose the occupant or anyone else to fire, burns, shock, accident or other danger or impairment to health or safety. (M) Any defect in asbestos material used as insulation or covering on a pipe, boiler or furnace which may result in the release of asbestos dust or which may result in the release of powdered, crumbled or pulverized asbestos material in violation of 105 CMR 410.353. (N) Failure to provide a smoke detector required by 105 CMR 410.482. (0) Any of the following conditions which remain uncorrected for a period of five or more days following the notice to or knowledge of the owner of said condition or conditions: (1) Lack of a kitchen sink of sufficient size and capacity for washing dishes and kitchen utensils or lack of a stove and oven or any defect that renders either inoperable. (2) Failure to provide a washbasin and shower or bathtub as required in 105 CMR 410.150(A)(2)and 410.150(A)(3)or any defect which renders them inoperable. - (3) Any defect in the electrical, plumbing or heating system which makes such system or any part thereof in violation of generally accepted plumbing, heating, gasfitting, or electrical wiring standards that do not create an immediate hazard. (4) Failure to maintain a safe handrail or protective railing for every stairway, porch balcony, roof or similar place as required by 105 CMR 410.503(A)and 410.503(B). f (5) Failure to eliminate rodents, cockroaches, insect infestations and other pests as required by 105 CMR 410.550. i (P) Any other violation of 105 CMR 410.000 not enumerated in 105 CMR 410.750(A)through (0)shall be deemed to be a con- dition which may endanger or materially impair the health or safety and well-being of an occupant upon the failure of the owner to remedy said condition within the time so ordered by the Board of Health. 1 - Parcel Detail Page 1 of 3 IWO - � �li I E 4t-t'.4 4'. C11.L� �;� � J/^fJ+�```J`�.`� //�f /,f7 �""'uy'`p,_.. �,�5.4�puRtlie+t+►�aa�. Tmiiu t k°5 It '♦ �. -� " `�..y�, Fes" I!' `t .. '• � �.�.•Ak..at_tlr Logged In As: Parcel Detail Friday,)ur Parcel Lookup Parcel Info Parcel ID 056-020 - - _ - I Developer;LOT 102 _ Lot Location •136 COTUIT BAY DRIVE I Pri Frontage °150 Sec Road Sec _ -- --- - - - Frontage - Village COTUIT _ Fire District'COTUIT �- Sewer.Acct Road Index 103� 59 - Interactive , If, " r - P - Owner Info owner HEATH, RAYMOND P-& CAROL L _ Co-owner Streets 8 GENTRY LN Street2 City AMBLER _ - -� State PA zip,19002 Country iUS Land Info Acres.1 14 -'I Use'Single Fam MDL 01 zoning RF Nghbd '0110 Topography Level �- I Road Paved - utilities Public Water,Gas,Septic Location - Construction Info Building 1 of 1 Built 1978 JI Strrucct rGable/Hiip- — ;� Wall Vinyl Siding - it Effect E2922 1� Roof - `� AC Area Cover'Asph/F GIs/Cmp I Type one Int Bed r Wall Rooms Style Ranch [Drywall 12 Bedrooms ---_- --- -- -- — --- ' --- --- - -i ' Model IResidential I Int(Hardwood Bath ,'2 Full Floor - Rooms Grade;Average Plus Type Hot Water I Rooms 6 Rooms J� http://issgl/intranet/propdata/ParcelDetail.aspx?ID=3632 6/15/2007 Parcel Detail Page 2 of 3 FER'> �s C 1. 34 ]6 ;i; s, GAn' ? `y UAT r Q'AS Heat ound- - Ht - -� -- -- F Stories Story Fuel ation es 1 Sto w/U A Oil iPoured Conc. �� oP 11 a eatT ---- - ---_-JI _ � . --- 110: Permit History Issue Date Purpose Permit# Amount Insp Date Comm 8/1/1978 B20495 $0 1/15/1979 12:00:00 AM CO 1 - Visit History Date Who Purpose 9/21/2005 12:00:00 AM Paul Talbot Meas/Est 7/2/2002 12:00:00 AM Paul Talbot Meas/Listed 11/15/1990 12:00:00 AM ML Sales History Line Sale Date Owner Book/Page Sale P 1 9/11/1998 HEATH, RAYMOND P & CAROL L 11692/323 2 11/15/1996 GLOVER, WILLIAM R JR & SALLY A 10485/059 3 VONIDERSTEIN, IRWIN&JOANNE 2728/130 Assessment History _ _- Save# Year Building Value XF Value OB Value Land Value Total Parc( 1 2007 $261,100 $9,800 $0 $366,000 2 2006 $240,900 $9,800 $0 $359,400 3 2005 $216,700 $9,700 $0 $282,600 4 2004 $176,500 $9,700 $0 $235,500 5 2003 $162,500 $9,700 $0 $144,900 6 2002 $162,500 $9,700 $0 $144,900 7 2001 $162,500 $9,700 $0 $144,900 ; 8 2000 $157,100 $9,000 $0 $66,800 9 1999 $157,100 $9,000 $0 $66,800 10 . 1998 $157,100 $9,000 $0 $66,800 11 1997 $186,300 $0 $0 $44,600 12 1996 $186,300 $0 $0 $44,600 13 1995 $186,300 $0 $0 $44,600 ; htt ://iss 1/intranet/ ro data/ParcelD it =p q p p eta .aspx.ID 3632 6/15/2007 Parcel Detail Page 3 of 3 `'14 1994 $164,800 $0 $0 $45,100 15 1993 $164,800 $0 $0 $45,600 16 1992 $187,800 $0 $0 $50,100 17 1991 $228,300 $0 $0 $111,400 18 1990 $228,300 $0 $0 $111,400 19 1989 $228,300 $0 $0 $111,400 20 1988 $158,700 $0 $0 $59,500 21 1987 $158,700 $0 $0 $59,500 22 1986 $158,700 $0 $0 $59,500 Photos http://issgl/Intranet/Propdata/ParcelDetail.aspx?ID=3632 6/15/2007 ~ UAI E: 10/1 /96 (PROPERTY ADDRESS: 136 Cotuit Bay Drive Cotuit ,Mass . 02635 On the above date, I Inspected the septic system at the above Address. This system consists of the following: 1 . 1 -1500 gallon septic tank. 2. 1 -Distribution box. 3 . 1 -1000 gallon Leaching pit. Based on my Ins:wietlon, I certify the following conditions: 1 . This i.s a title five septic system. ( 78 Code ) 2. The septic system is in proper working order at the present time. SIGNATURr, : Name:-J . P . Macomber Company:_J . P`MacoMber & Son-_Inc . q ? Address:_-B-0.x—bb-------�- Cente'rvi11eLMa5s^_02632 OCT 1 Phone: ---50.8.- 77-5-=-3338------- q THIS CERTIFICATION DOES NOT CONSTITUTE A GUARANTY OR WARRANTY JOSEPH P. MACOMBER & SON, INC. Tan ks-Ceu pool&-Leachf lelds . Pumped & Instilled Town Sewer Connections P.0, Box 66' Centerville, MA 02632-0066 775-3338 775-6412 Commonwealth of Massachusetts Executive Office of Environmental Affairs ®epartment of Environmental Protection C-D. nnw F. Weld Trudy Cox@ Sec-t+ry Arfleo Paul Celfucci David B. Struhs U.Gorrnor Convnissionsr e SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION PropertyAddresa: Irwin F. Voniderstein Address of Owner. Date of Inspection: 0/1 /9 6 (If different) Name of lnspector:JOseph P. Macomber Jr . Company Name,Address and Telephone Numben J.P.Macomber & Son Inc . Box 66 Centerville ,Mass . 02632 508-775-3338 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: 2Passes Conditionally Passes Needs Further Evaluation By the Local Approving Authority _ Fails 1. j �,� Inspector's Signature: •�(/� .� Date: J! — �—� The System Inspector shall submit a copy of this inspection report to the Approving Authority 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•tnd copies sent to the buyer, if applicable and the approving authority. INSPECTION SUMMARY: Check A, B, C, or D: A] SYSTEM PASSES: ' I have not found any information which indicates that the system violates any of the failure criteria as defined in 310 CMR 15.303. Any failure criteria not evaluated are indicated below. B] SYSTEM CONDITIONALLY PASSES: A)e) One or more system components need to be replaced or repaired. The system, upon completion of the replacement or repair, passes inspection. Indicate yes, no, or not determined(Y, N, or ND). Describe basis of determination in all instances. If"not determined", explain why not) C� The septic tank is metal, cra:ked, 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 conforming septic tank as approved by the Board of Health. (revised 11/03/95) 1 One Winter Street @ Boston, Massachusetts 02108 @ FAX(617) 556-1049 a Telephone (617) 292-5500 %t Printed on Recycled Paper SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) PropertyAddre.a; Irwin F. Voniderstein Owner. 136 Cotuit .Bay Drive Cotuit,Mass. Q2635 Date of Inspeotion: 10 1 /9 6 BJ SYSTEM,CONDITIONALLY PASSES`(cont3aued) r Sewage backup or breakout or high static water level observed in the distribution boot is due to broken or obstructed pipe(s) or due to a broken,settled or uneven distribution boat. The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed distribution boai is levelled or replaced • The system required pumping more,than four times a year due to broken or obstructed pipe(s). The system will pan.. inspection if(with approv al of the Board of Health): broken pipes)are replaced obsE:<u:tion is removed Cl FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH: 4A Conditions exist Which require Au Cher 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 THAT THE SYSTEM IS NOT FUNCTIONING IN A MANNER WHICH WILL PROTECT.THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: Cesspool or privy is withia60 feet of a.surface water Cesspool or privy is within,60 feet of.a bordering vegetated wetland or a salt marsh. 2) SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH(AND PUBLIC WATER SUPPLIER,IF APPROPRIATE) DETERMINES THAT THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: �d The system has a septic tank and soil absorption system and is within 100 feet to a surface water supply or tributary to a surface water supply. : /U4 The systa:u has a septic tank and soil absorptionsystem and is within a Zone I of a public water supply well. �4 The system has a septic tank and soil absorption system and is within 60 feet of a private water supply well. �Q The system has a septic tank and soil absorption system and is less than 100 feet but 60 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 6 ppm. 3) OTHE4t (revised 11/03/95) g _ _ 1 j III SURFACE SEWAGE i>. :SAL SYSTEM INSPECTION FORM PART A CERTIFICATION (oontinuu_'' Pr.:. 136 Cotuit Bay Drive Cotuit,Mass . 02635 Ow.. Irwin F. Voniderstein Date of ..alseot;.. .10/1 /96 D) SYSTEM FAILS: A/D I have determined thr.t thr. syste.:: violates one or more of the following failure criteria as defined in 310 CMR 15.303. The basis for this determination is :..:..:;:tified below. The Board of Health should be contacted to determine what will be necessary to correct the failure. &0 Backup of sewage ink• facility or system component due to an cvvrloaded or clogged SAS or cesspool. ND Discharge ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool. Static liquid lev.: the�,�tri:. a}fox abo. :invert d;_,> to an overloaded or clogged SAS or cesspool. LgjC MeZ' 14, Liquid depth'in-eesepeol is less than 6"below invert or availa�la ti.:,.::ue is less than 1/2 day flow. Requir. ..,;roping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number (A times pumped AJO Any portion of the Soil Absomtion System, cesspool or privy is below the high groundwater elevation. Ulf Any portion of a cesspool o: ; Lvy is within 100 feet of a surface water supply or tributary to a surface water supply. Any portion of a cesspool or privy is within a Zone I of a public well. Any port:-,of a cesspool or privy is within 50 feet of a private water supply well. Any portion of a cesspool .,-ivy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality a,i::: sis. If the well has been analysed to be acceptable,attach copy of well water analysis for coliform bacteria,volatile organic compounds,ammonia nitrogen and nitrate nitrogen. El LARGE SYSTEM FAILS: 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: ,dL4 the system is wit' :1W feet of a surfrrcx drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply 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) e owner or operator of any such system hi..,.': the system and facility into full compliance with the groundwater treatment program requirements of 314 CMR 5.00 and 6.00. Plea:w consult the local regional office of the Department for f♦zrther information., (revised.11,03/95) 3 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST PropertyAddress:136 Cotuit Bay Drive Cotuit,Mass . 02635 Owner. Irwin F. Voniderstein Date of Inspeotion.� 0/1 9 6 • Check if the following have been done: ,Pumping information was requested of the owner,occupant,and Board of Health. di 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. 2AAs built plans have been obtained and examined. Note if they are not available with N/A. ,/'The facility or dwelling was inspected for signs of sewage back-up. .L l he system does not receive non-sanitary or industrial waste flow t The site was inspected for signs of breakout. system components,eluding the Soil Absorption System, have been located on the site. ZThe 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 existing information or approximated by non-intrusive methods. 2The facility owner(and occupants, if different from owner)were provided with information on the proper maintenance of Sub- Surf m Disposal System. s. (revised 11/03/95) 4 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C aYSTEM INFORMATION Property Addtoaa: 136 Cotuit Bay Drive Cotuit,Mass . 02635 owner: Erwin F. Voniderstein Date of Iubpootiuu: 1 0/1 /96 FLOW CONDITIONS RESIDENTIAL. Design flow:.�gnllonz P9 C* Number of bedrooms: . Number of current residents: .? Garbage grinder(yes or no):-2i�`7 Laundry connected to syste (yes or no),'�i Seasonal use(yes or no):M Water meter readings, if available: _ /� S r List date of occupancy: COMMERCIAL/INDUSTRIAL: Type of establishment:__ Vl/ Design flow: ,Ug gallons/day Grease trap present: (yes or no)* Industrial Waste Holding Tank present: (yes or no)'�U/4 Non-sanitary waste discharged to the Title 5 ryc,,em: (yec er no)A�4 Water meter readings if available: Last date of occupancy: OTHER(Describe) .V4 _ Last date of occupancy: GENERAL INFORMATION PUMPING RECORDS and sou14 of information: system pumped as Part of inspection: (yes or no)A.$ If yes,volume pumped: -0 oiw Reason for pum >/\/ ','W-111 TYPE OF Y3TEM _- [/Septic taxWdistribution box/soil absorption system /ll6 single C,=Pdol Overflow o"spool Privy 9harod system(yes or no) (if yes, attach previous inspection records, if any) 4W Other(explcin) APPROXIMATE AGE of all components, date in.:tallod (if known) and source of information: Sewage odors detected when arriving at the site: Oyes or nc) y� (revised 11/03/95) 6 SUF'Fi;Cr SEti`':,C:t UISi'OSAL SYSTEM INSPECTION FORM PART C. SYSILM INfORMATION (continued) Property Address: 136 Cotuit Bay Drive Cotuit.,Mass . 02635 Owner: Erwin F. Voniderstein Date of Inspection: 10/1 /96 SEPTIC TANK:/t72�0 F,046A) - �pr,,e (locate on site plan) Depth below grade: �-7 Material of construction: concrete _metal _FRP ,utnclr uxplain) Dimensions:_ fd� Sludge depth: Distance from top of sludge to bottom of outlet tee or i ar.;G1 Scum thickness: Distance from top of scum to top.of outlet tee or baiiie: __ 1 Distance from bottom of scum to bottom of outlet tee w Comments: (recommendation for pumping, condition of inlet and cu;i :; ; w 'J,iff!e^ depth of liquid IN.vel in relation to outlet invert, structural 'rity, evidence of leakage, etc.) Pump septic tank annually GarbaA_e.deposal is In Use . I_4)e_t '& outlet_ tees are n;place ;Septic. tank i�ptructurall.y sound;* Nn _PVI ^ —P 1PakA P pm�th@_gpT)ti r, at11r_ Nn rPnair4 nPPr3P.�3 at fhP Present time - GREASE TRAP. /1eWe, (locate on site pian) Depth below grade:,' _� Material of constrnrtionN_J.oncrete _metal _FRF _otncr(expiain) Dimensions: /VVY Scum thickness:__ % 77 Distance from top w scum to top of outlet tee or baiiie:_/jJ/zf Distance from bottom of <rum r,� bonom of outlet we a Comments: (recommendation for pumping, condli—ri of inlet and oudui . " u! b;uiles, depth of liquid level in relation to outlet invert, structural integrity evi ence of leakage, ei .i Pa rn i 57-1 (revised 8/15/95) r - I SUBSURFACE SEWAGE DISP09AL SYSTEM INSPECTION FORM PropertyAddresa: 136 Cotuit Bay Drive Cotuit,Mass . 02635 Owner. Irwin F. Voniderstein Date of lazpootloa: 1 0/1 /96 TIGHT OR HOLDING TAN1L-�Q4,U— (locate on site plan) • Depth below grade: 012 Material of oonstruotion:440oncrets_metal_FRP_other(explain) 1A A114 Dimensions 11)19 ' Capacity: ALns Design flow: �_ �onslday Alarm level: �t)f#' i Comments: r (condition of inlet tee,condition of alarm and float switches,etc.) ` �17e Caton M oruT"S DISTRIBUTION BOX-Ze.S (locate on site plan) Depth of liquid level above outlet invert: -*VQ_ Comments: (note it level and distributioa is equal,evidence of Solids carryover evidence of leakage into or out of box,etc D=Box level; One outlet line•Yes there is evidence o: cls carry No evidence of leakage in ori=out of the distribution box. Replaced hrnkAn nnvAr. No Other repairs needed at the present time. PUMP CHAMBER:A W e, (locate on site plan) Pumps in working ordes:(yes or no)_&L4 Comments: �6�(note oondi ' a of pump chamber,condition of pumpa and appurtenances,etc.) i�/ (revised 11/03M) a .ruSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION 2 O1L%Y PART C SYSTEM INFORMATION(oontinuod) P:upzrty 136 Cotuit Bay .Drive Cotuit,Mass . 02635 0/ Owner. Irwin F. Voniderstein Date of Iaap"Uo4a 10/1/9 6 SOIL ABSORPTION SYSTEM(SAS)-- 2 (locate on sits plan,if possible;excavation not required,but may be approximated by non-Intrusive methods) If not determined to be present,explain: Type; . . leaching Pits,number: leaching chambers,number. number. leaching treachos,numberlength: 'd leaching fields,number,dim ions overflow cesspool,number: ;N Commeats:(note condition of soil,signs of hydraulic failure,level of aate�,condition of vegetation, .) o ins of h draulic failure o on i kll vegetation is green norms Water ,, Be-Low tne ag the invert pipe;Capacity leff , n.: a eac ing pi Tj i a ons• CESSPOOLS:, (1ir• in the pit. (locate on site plan) Number and configuration: N4 Depth-top of liquid to inlet invert: UA Depth of solids layer._ A)R Depth of scum layer._. A)ig Dimensions of cesspool:_ Materials of construction: AW Indication of gioundwatcr:_ N inflow(oosspool must be pumped as part of inspection) A h Co nts:sjot�condition of soil,signs lic fail of bydrauure,level of ponding,condition of vegetation,etc.) G2-5 PRIVYt � r (loots on site plan) Materials of oo n tii� ])Imeasions� �l� Depth of solids: Com�yants• note condition of soil,signs of hydraulic failure,level of pondin&condition of vegetation,ek:) (revised 11/03/95)• 8 to SUBSURFACE SEWAGE DISPOSAL SYSTEM .INSPECTION ,FORM } • PART 8 SYSTEM INFORMATION continued � SKETCH OF SEWAGE L'_SPOSAL SYSTEM: include ties to at least two permanent references landmarks• or benchmarks locate all wells within` 100 ' 'Cotuit . Water Company 1 t' 428-2687 �.rr�••— ..-1..r'...•+.'^�-rae4� �'L 'ter....Y�-yYw..0 f.p.�y,s _ T� . ,.7,3,pit'„ r f+�Y'�•u rc. 'S .✓ '1� 1 y a.�"1 '' ,� � �Jd �� :}fin+off JAI DEPTH TO GROUNDWATER depth to groundwater m.4 kod of determination or approximation: ' '. l ..I-'• .✓ • J�.. .t. ./O -Yip •y _ -- � 2 s 1 /�i , J MIQLdd t e X y^ �tG - COIN/1MONWEALTH, OF MASSACHUSETTS We ! TME! T OF ENVIRONMENTAL PROTECTION BE IT KNOWN THAT Joseph P. 1{jracomber, Jr. L sfied le Department' s qu. iifications as required and is hereby author,'zc-do. use the title C1::' RTIFIED TITLE 5; SYSTEM INSPECTOR r .1ded M 310 CMR 15 .340 .Ind Section 13 of Chapter 21A of the 11 Laws . issued by The D e r artment of Environmental Protection. :9 ;5 Acting Director of the ' 'ion of Water Pollution Control TOWN OF Barnstable WARD OF HEALTH 1 S1111Sl1RFACF SEHACF DISPOSAL SYSTEM INSPECTION FORM - PART D •- CERTIFICATION 1 •.•�.•._.r••.•...—r.vtr••,--�.r.rn•r.:—:rr.-.rr..—n-s--•••—..--e--r.---rrm*rr—rrsrra-tm-rr::r�--a*rs-rrxrr..*rxnsr—. .. ..._ rnnr.•mrrntssrrrrrrrtr.•.—rrr•r.•-ir -TYPE OR PRINT CLEARLY'- PROPERTY INSPECTED STREET ADDRESS 136 Cotuit Bay Drive Cotuit,Mass. ASSESSORS MAP , BLOCK AND PARCEL # OWNER' s NAME Erin F. Vaniderstein PART D - CER7'1rICA7'I0N Y NAME OF INSPECTOR Joseph P. Macomber Jr. COMPANY NAME J.P.Macomber & Son Inc. COMPANY ADDRESS Box 66 Genterville,Mass. 02632 Street Town or CSty Statt LIP COMPANY TELEPHONE ( 508 ) 775 - 3338 FAX ( 508 ) 790 - 1578 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposaY system at this address and that the' information reported is true , accurate, and complete as- of the time of .inspection . The inspection was performed and any recommendations regarding upgrade , maintenance , and repair are consistent with my training and experience in the proper function and maintenance of on- site sewage disposal systems , n i t1 ;r t, Check one: XXXXXXXXXSysteui PASSED The inspection which I have conducted has not found any information which indicates thatf,the system fails to adequately protect public health or the environment as defined in 310 CMR 15 . 303 , Any failure criteria not evaluated are as stated in the FAILURE CRITERIA section of this form . System FAILED* The inspection which::: I have conducted has found that the system fails to protect the public health and the environment in accordance with Title 5 , 3.10 CMR 15 , 303 , and as specifically noted on PART C - FAILURE CRITERIA of this inspection form . Inspector Signature Date 10/3/96 One copy of this certification must be provided to the OWNER, the BUYER ( where applicable ) and tho ,BOARD OF IILCALT1I. * If the inspection FAILED , the owner or"'operator shall upgrade ' the system within one year of the date of the inspection, unless allowed or required otherwise as provided in 3,10 Ch1R 15 , 305 , Jr 4- F>�s..-. .... No - - � 61. v THE COMMONWEALTH OF MASSACHUSETTS ' BOARD OF HEALTH ♦N1M _ _..............OF..........: G �- Appliratiurt -fur i3iiiVuual Morkii Tomitrurtiutt Vautit Application is hereby made for a Permit to Construct ( ) or Repair .( ) an Individual Sewage Disposal System at: Lar 167 Cwmir J?Ay *DRtVE' e—lbr-utr t*4%S5 •---------------------------------------------------•--------------------------........._--•-••• -••••••••---••-•••-•••-••--••••••-••••-----•-•-•-•-•--•••-••••-••-••-•-•-•-••-••-•-•-••••----•_.. Location-Address or Lot N . T R w t N F -V°N - .A _R_ TE.!N.----.----- RStf 2 JV F ....�-E i�1.e�1. .f -..I'�IASS .......................... Owner Address a ..._.. .e_!11.��.. --•------•------------------------------------------------ --------------------.............. Installer Address d Type of Building/ Size Lot....M.4_a_P.aQ....Sq. feet U Dwelling J No. of Bedrooms._._TW o----------------------------Expansion Attic ( ) Garbage Grinder ( vr Other—Type of Building ............................ p ( ) ( )No. of persons............................ Showers — Cafeteria Q' Other fixtures ............................................. W Design Flow-----------!rO-------------------------gallons per person per day. Total daily flow.........+q$7___........:..............gallons. WSeptic Tank-1/Liquid capacity_I-SOO..gallons Length-l1 Width-5771.._.. Diameter_-.--_-..---__ Deptli-._—no... t ---- Wit . ------_---- x Disposal Trench—No_ _____ ________ ._ Total Length_...._._._...... .. Total leaching area--------------------sq. ft. Seepage Pit No---------------------- Diameter../�'_0_____ Depth below ite ._ Total leaclliltgtired..Z4----sq. ft. Other Distribution box Dosing tank f' I z ( ) g a Percolation Test Results Performed by----- ..................................... Date____g.--2--A... ................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ (� Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water............-__.-_.____- R.' -- •------- ------ - ,r_. WZ O Description of Soil -° ----------- ! .. � .... LL_�l-_ x W ---------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------------•----------------------- UNature of Repairs or Alterations—Answer when applicable.......................................•-.----.--------•.----.-_._-_-.-_.._._-.-.__.---_--_----. -•-------------------------•-----------------------•------------------------.-------.------------------------.-----••-----------------------•---------------•--•------------------------------..-._-.... Agreement: The undersigned agrees to install the aforedescribed Individual. Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code'— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signe ---- --------- -------------------------------------------------------•-------- ................................ Daj€ Application Approved By-------- F -- ..... -• •. �. .-.. D' -/y`-.1�---------- / Date Application Disapproved for the following reasons------------------------------ ------------------------------------•-•--•/-••---••-----•-•-..........................................................................................•--•••------------------••-•--•--••--•--••...-----••--------•--•----•---•-••-•••----••-•-- ---••••--•-------- .....--......-••---•-•-•••••-- Date Permit No. Issued.... _3 . � ------- ••' - .....•-•---••-•••••••••••-•-•••..._. -_ .. - Date i�17;6k" ,. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ................OF......................................................................................... Appliratguu -fur 43opouttl Workii Tonstrurtion Prrmit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: •-----------------------------------•-•-------------•-------•--•----------------.............-•--- -••-----------••--------------•--••----•-----------•=-•-•-••••---------••---•-----._......__----- Location-Address or Lot No. •---•--.....----•--••-------------------------•-----•-•-------------•-•-••-•.......__........----- --.._....----------•------••--••-----•-...._...---•---•...._._.._..--•••--------••---•-•----•-•--. Owner. Address W ..................•-----••--------________. Installer Address Q Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms............._..............................Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building No. of persons____________________________ Showers ( ) — Cafeteria ( ) a4 Other fixtures ------------------------------ - W Desi n Flow_______................... '_._-__________._ allons er person per day. Total daily flow_._..____.__....___.__..._____ ........... Mons. gY - g• P P P Y• Y --• g� WSeptic Tank-Liquid capacity------------gallons Length---------------- Width................ Diameter................ Depth.-_.-.-._-_--. x Disposal Trench—No Wi P_____-__-___--_.__. Total Length.....____------ Total leaching area....................sq. ft. Seepage Pit No,_-"----�_____!___ Diameter_ ._._.....__ Depth below i Total leaching area__..___________..sq. {t. z Other Distribution box ( ') Dosing tank ( ) e -' aPercolation Test Results Performed by---- -- -------------------------------------- ••---•--•-----•--•--•--•• Date----------------------------------------- Test Pit No. 1________________minutes per inch Depth of "Pest Pit-------------------- Depth to ground water-----------------....... (s, Test Pit No. 2-----_ .........minutes per inch Depth of Test Pit------_.............t-Depth to ground a' r` — -i water ter-_---t. __�_�__-_-__--- f------ ��GDescription of Soil.........Ia --- ..-- -------------- ,f _K ._. _4" . U --------------------------------------------------------------- ----------------------------------•-.-------------------------------------------------------------------------- ----------------------- W ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ---------- --------------- VNature of Repairs or Alterations—Answer when applicable..----------------------------------------------------------------------------------------- -------------- ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. �� ----------------•-------•---------------- t Date Application Approved By_---_ __, !� /' > c%!',�'C P `�fit----------•--- •- y fi ` s �� i i.✓__ �` y E �..�- Date Application Disapproved for the following reasons:--•-••-•--•---------•--___-_ ----•-•---------•=---•---------------•--•------,----------••----•••----------- ._.__.....-••--------•----_._.---•---------------------------------------•---••-•-----•_-•----••--•-••-----_._..__.._..--------...-•-------•----••------------...----------_._...._•...._---•-•----•---- Date Permit No. Issued D �------------- ------...... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF..................................................................................... Trrtifiratr Of f.1111mpliatta THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) bY..........................................................................................inaii-- ----•• -. -•------••-•----------•-•----•--•--•---------------------- •---.- ----- Installer at-------------------------------------------------------------------------------------- •--------------.-------------------•-•--------------------••-----------•---•--- r= •_ _x..t: r._; ./,�j ado has been installed in accordance with the provisions of ArticlefXI of The State Sanitary Code as described in the application for Disposal Works Construction Permit N -------------- dated'_ ................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A ARANTEE THAT THE SYSTEM W LL FUNCTION SATISFACTORY. 7/ G ------------ -•---••••-•--•-----••----.....-------•- DATE------ �7-! -------7- Inspector - ------------ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ......................................... OF....... .........------....-----.......--------------.............................. ` r No......................... FEE Bi-nVutittl Warkii (Iungtrurtiuitrrmit Permissionis hereby granted•-.................................................•--------•--------- ...................................................................... to Construct ( ) or Repair ( ) an Individual Sewage Disposal System atNo............................................................................=----•------••-•-----------------------------•--•-•••---------------------------•--.._. .--••----- =- _------ Street _ as shown on the application for Disposal Works Construction Peit Dated__C!pp'_"I __ � - ••-------------•------------ Board of Ir DATE..............................-------------------------------------------------- (/ FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS , �, I _� �� �� � ,� r � ' €°; , 1, - moot G'L+OW : 110 .t 3 o Sol, m c a►.P.D. SE�'Tt G -r AW tC ! 4A St Tab % _ 4 P,--) f 4 %>kSPoSAA_ V'IT y m 1 tag 21 00TTOAA AtzEA •�8 ,� ( ,p � "?� Gnu TO-ra Dist 6N 54 0 6-PD PE.zco"-flc> { P,,q.'f"C CIN 2 MW oQCam{. + r 41 � } td . . '}�i to .� �� ��.� '�1ti •� � j SST g���7$ F G " g , • T of, Faro bo' AC (Soo twv, �S�sso�L •4 P°� v r. cau c ac.. ���, •� Z" i; Box. 45'� T7stJtL i Gaao 4� v. • Pt t ,: wtTt1 .. I Cmrvlr SAeiI t STUW6 $B.o s { k1.-8 tZ, Wo SC.JS Lr6 ''L 4 t CM2Tt F`f - T µAT PL.A.I l tZEpEZawC.E- "F_s .E.o r.t Gom Pi-Y S W t r H TµE. �SI�E I.►F.1 �a"(' iDoz Ai.l> 5vMt A►Gw_ `Z%QvieZ -_AASLLTA5 OF .'°f"We T� Tb�c./eJ �OF:- -1�3xLtVSTAaa LP, .. � pAT�. ��V,�� �t.� �t •��k��� r B A X T E�L �. t.J�(rc 1�+lC,. 7_J&C tSTG QED LAa in c,VeVE`{Oe� TKtS (Ar uoT B45EI:� oLl Au jtj4Tf UMEu7 D4wTE.evtu,JGw, AAA LSS. 9 uzlVl f T► Q OFFSET; StdptiLt> WOT rsL USEt> APPLtG A t.t T A To -PeTMKMt N� t-oT L WS4. A L)t L_b +k r 38.2 - LEGEND N 3 X Q -- 44 -- EXISTING CONTOUR LOCUS Bo / x 100.98 EXISTING SPOT GRADE +�s Neck Rd Ba s -W EXISTING WATER SERVICE M' -G EXISTING GAS SERVICE VL -U UNDERGROUND WIRES o 0 v a TEST PIT o CL / / a i i / LOCUMS SCALES NOT TO � zo 30.1 i (U co o ' (U x 18.82 \ `\LOT 102 C, _ `� \�4BC\056-020 49;103±S.F. \\ \\ 1 A4±AC. \ \\ l\ - \ \\ \\ \\ \ x 14.87 }x/ Q \ / N \ \ \\ \\ \ x 15.29 / � / x 04 • 3.05 I / x 13.61 28.08 \ \ \\ \ \ x 14.91 \ \ \ x.29.77 \6.03 \\ ��\ \\ \\\\\\ 14.20 t 13.38 / n se.I '`RRESERVE i2: `N �\ x,�26.21 � a3 _ 25.58 17.8 _�t96- 15.72/ 1 x 31.17\\ - �� 22.43 -_ / _ x 25.45 16.50 22.00 x 25.�Q 33.5 31:53 __x 30.74 �D 30.18 W� 1 x z 3 0 x 31.33 2 l35 N 7 1 29.PATIO J z Ln 31.62 DECK 24.43 x 23.3$\ O PETER T. � V 29.4 o MCENTEE �' 2�1.�6 �� w I � Cl 109 GARAGE � .1 No. 35 STONE 31.79 �EXlST7NG x 51 3.9 DRI VEWA Y HOUSE(#136) Fsno�,+�ENG P x 31.82. T.O.F.=32.2f $ \ 28.35) $ t:t 3122 x 28.5 31,10 31.18 30.94 • i I EXISTING SEPTIC TANK 33.59 32.00 31.73 _ 31STO.5/Y E DR/ Q I ^ (TO REMAIN) ��4), 3 � 1.22 / / G TOP OF TANK, EL.=30.27 EXISTING S.A.S. I 2.16 33.03 0 INV.(OUT)=28.94t n TO BE REMOVED I 1• 32.32 •7•7 Q5 27. (SEE NOTE 11) ' I I 41- VENT _ y o x 33.42 / 0 00 P 34.4 Jf 31.73 L P x 32.90 x 31. R I 33.05 J I5c�.57 \`-�' '` r22 3 150.00 o O Q. LAM x^8 67 1 TP=�• ®27.67 ----------�' �� S 41'27'57" E ( ----fig x 27.36 CBdh 27.81 BENCHMARK SET OWNER OF RECORD 31.40 31.10 30.76 2974 ed a of avemen KEALLY, ALEXANDE'R F & NICOLLE H PK SET � ' g P 26J6 ntchbasin CENTER OF CATCHBASIN 10 MEADOWBROOK ROAD C07 1-7 BA Y I��I V 26.35 EL= 26.35 (Assumed_Datum) WELLESLY HILLS MA 02481 Engineering by: SCALE DRAWN roe. NO. PROPOSED SEPTIC SYSTEM SITE PLAN Engineering Works, Inc. 1"=30' P.T.M. 256-14 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. 136 COTUIT BAY DRIVE COTUIT MA (508) 477-5313 12/3/14 P.T.M. 1 of 2 Prepared for: Steven McElheny Building, Inc, P.O. Box 460, Cotuit, MA 02635 NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL.=24.5 SEPTIC TANK FOR A DISTANCE OF 15' AROUND THE INSTALL RISERS & COVERS OVER INLET PERIMETER OF THE S.A.S. AND SET TO 6" OF FINISH GRADE. PROPOSED S.A.S. PROVIDE ACCESS TO GRADE OVER OUTLET COVER PROPOSED D-BOX PROVIDE TWO ACCESS MANHOLES TO WITHIN 3" INSTALL WATERTIGHT RISER & a OF FINISH GRADE FOR INSPECTION PURPOSES T.O.F.=32.2f COVER SET TO 6" OF GRADE CHARCOAL VENT F.G. EL=31.Ot(EXISTING) F.G. EL=30.5(MAX.) F.G. EL: 29.4t F.G. EL: 28.5-31.2(MAX.) MANIFOLD ALL CHAMBERS MAINTAIN 2% GRADE (MIN.) OVER S.A.S. L = 35' L = 23'(MAX.) 0 S=l% (MIN.) 0 S=1% (MIN.) 4"SCH40 PVC 4'SCH40 PVC r6" to") 6 69misMN I 14e 669aaaa EXISTING 48" LIQUID ammaaaa LEVEL ADD 3' 4.8' 3' GAS INV.=100.17 PROPOSED INV.=100.00 INV.=28.94t D-BOX EFFECTIVE WIDTH = 10.8' INV.=24.50 EXISTING SEPTIC TANK (VERIFY) H-20 4-500 GALLON LEACHING CHAMBERS SURROU SHOWN H-20 RATED TOP CONC. ELEV.=25.6t BREAKOUT ELEV.=25.0 NOTES: INV. ELEV.=24.50 mama mama a6amm aaaa mamma 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE' BOTTOM ELEV.=22.50 III INVERTS, PRIOR TO INSTALLATION. 3' -1 4 X 8.5'=34.0' 3' 2) D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH = 40.0' ON A MECHANICALLY COMPACTED SIX INCH CRUSHED PERVIOUS MATERIAL STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). 5' MIN. SEPARATION TO G.W. LEACHING SYSTEM SECTION 3) INSTALL INLET & OUTLET TEES AS REQUIRED. NO GROUNDWATER, EL=17.0 - 4) CONTRACTOR SHALL INSTALL AN APPROVED GAS (EST. HIGH G.W., EL.=9.7) 3/4" TO 1-1/2" DOUBLE BAFFLE ON THE OUTLET TEE. WASHED STONE SEPTIC SYSTEM PROFILE 3" LAYER OF 1/8" TO 1/2" DOUBLE WASHED STONE N.T.S. (OR APPROVED FILTER FABRIC) GENERAL NOTES: SOIL LOG 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. DATE: MARCH 25, 2013 (REF# P-13,892) 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS SOIL EVALUATOR: PETER MCENTEE (SE#1542) OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: WITNESS: DONALD DESMARAIS R.S.-HEALTH AGENT -310 CMR 15.405(1)(b): 1) A 3' variance to the 3' maximum cover requirement, for 6' of Elev. TP- I Depth Elev. .TP-2 Depth max. cover. S.A.S. shall be H-20 and vented. �- 3. THE. SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 28.0 0" 28.1 0" TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE FILL FILL 27 5_A y _ 6 _ DESIGN ENGINEER. DIFFERING ` 27.4 A_ . 8 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION - ---- FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN LOAMY SAND ENGINEER BEFORE CONSTRUCTION CONTINUES. 27.0 1OYR 4/2 12„ LOAMY SAND 5. ALL ELEVATIONS BASED ON ASSU B 26.9 10YR 4/2 14"MED DATUM (BARNSTABCE GISt). B 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF LOAMY SAND THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 10YR 5/8 LOAMY SAND 24.7 40" 1OYR 5/8 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION: C 24:6 42 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. C 8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED S.A.S. M ED SAND 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS 2.5Y 7/3 MED. SAND , AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE 2.5Y 7/3 DIRECTED BY THE APPROVING AUTHORITIES. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR' TO VERIFY 17_0 132" 17.1 132" THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. PERC TEST ON FILE: <2 MIN./IN. IN SAND, 8/2/78 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS NO GROUNDWATER OBSERVED IN THE AREA BENEATH AND FOR 5"L ON ALL SIDES OF THE S.A.S. AND SOILS.ARE CONSISTANT WITH PERC RATE OF RECORD REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE SOIL LAG INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL. J 13. THIS PLAN IS TO BE USED FOR SEPTIC.SYSTEM PURPOSES ONLY AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. DATE: DECEMBER 1, 2014 (REF# P-14,574) SOIL EVALUATOR: PETER MCENTEE (SE#1542) ' DESIGN CRITERIA WITNESS: DONNA MIORANDI R.S.-HEALTH AGENT NUMBER OF BEDROOMS: 4 (3 EXISTING, ADDING 1,) Elev. +.TP- 1 Depth Elev. TP-2 Depth SOIL TEXTURAL CLASS: CLASS I 1.3.0 0" 14.0 0" DESIGN PERCOLATION RATE: <2 MIN/IN FILL FILL (0.74 GPD/SF LOADING RATE)' 12.3 A 8 13.3 - 8" DAILY FLOW: 440 GPD LOAMY SAND A DESIGN FLOW: 440 GPD 11.5 10YR 4/2 181, LOAMY SAND GARBAGE GRINDER: NO B 12.7 10YR 4/2B 16" LEACHING AREA REQUIRED: (440 GPD)- = 594.6 SE LOAMY SAND 10YR 5/8 LOAMY SAND .74 GPD/SF 10.5 30" 10YR 5/8 PERC EXISTING SEPTIC TANK: 1000 GALLON (estimated) CAPACITY C 20"/32"11.5 30" PROPOSED DISTRIBUTION BOX: 1 INLET, 3 OUTLETS C USE 4-500 GALLON LEACHING CHAMBERS 1N SERIES 9.7 MOTADJ. G.W. 40" MOTTLING_ SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 8.8 OBS. G.W.:_ 50" 8.8 OBS. G.W.:_? 62" SIDEWALL AREA: 2(10.8' + 40.0') X 2 = 2012 S.F. MED. SAND MED. SAND BOTTOM AREA: 10.8' x 40.0' = 432.0 S.F. 2.5Y 6/4 2.5Y 6/4 TOTAL AREA:...............................................................635.2 ,S.F. 6.0 1 84" 7.0 84" . DESIGN FLOW PROVIDED: 0.74 CPD/SF(635.2 SF) = 470.0 GPD PERC TEST ON FILE: <2 MIN./IN. IN SAND, 8/2/78 ESTIMATED HIGH GROUNDWATER, EL.=9.7 (MOTTLING) Engineering by: SCALE - DRAWN J06. NO., PROPOSED SEPTIC SYSTEM UPGRADE PLAN Engineering Works, Inc. . N.T.S. P.T.M. 256-14 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. 136 COTUIT BAY DRIVE COTUIT MA (508) 477-5313 12/3/14 P.T.M. 2 Of 2 Prepared for: Steven McElheny Building, Inc, P.O. Box 460, Cotuit, MA 02635 F j[ s 38.2 LEGEND N X Q 44 -- EXISTING CONTOUR LOCUS Bo+�, / ^ X 100.98 EXISTING SPOT GRADE Bo P's Neck Rd /•McV „) -W EXISTING WATER SERVICE �' /. -G EXISTING GAS SERVICE o =U UNDERGROUND WIRES o 0 / U Cl) /'� TEST PIT r 0 n r i. • .7J / / / _LOCUS MAP NOT TO SCALE ^^O 2 / 30.1 Cu / �3C•i / �x 18.82 C22.1 Cp/ _ \N `\LOT 102 co -- - \�-�o M&\056-020 `.� `� \� 49;�03fS.F. \\ \\ 1-.)\4±AC: - ' .i \ \ x 14.29- _ x 14.87 N (A \ \ \ \' \ x 15.29 J x 04 0 \ \ \ 3.05 \\ x13.61 ' • 28.08 \\ \ \\ . \ \ 1 x 14A1 x 29.77 [U. k26.03 \\ �\ \\~ t 13.38 x 1 �� \:+• \ \\ I + -x 17.7-8\� � = 1313 \� \� x126.21 17.89 \ __ 255B -1L196 15.72/ 1 x 31.17\ ���. �� 22:43 / x 25.45 , 16.50 / 33.5 x 31.53 _x'30.74 30 30.18 x 25.�i` 22.00 1• 31.33 `� x 23.57 7 Z 3 03 2'�.35 29. 3 \ \\ Ul t PATl0 - 31.62 x 23.3$` � DECK \ (n :1. 21.?6 00 W GARAGE �,� OF M4Ss STONE: x 23.9 Q� q� 31.79. EXISTING X s1 ,T, o� PETER T. ti� DRIVEWAY HOUSE(#136) PORCH 6 STRIPOUT TO "C" HORIZON AS o MCENTEE x 31.e2 T.O.F.=32.2t \ REQUIRED,'SEE NOTE 11, SHEET 2 CIVIL 35109 31 s2 x 28.5 A ��o = ST 31.10 31.18 30.94 I EXISTING SEPTIC TANK O (TO REMAIN) 9� /STE \� 33.59 3200. 3173 31.NE R/:..ti SSI TOP OF TANK, EL.=31.20 1.22 . G 1 INV.(OUT)=29.87f e.` 2.16 33.03 3L43:: T.;' � 31.46 32.32 1 '- \ �1 1 1 {y A1.49 - -_� T 1 EXISTING LEACH PIT ��/ I• / P , / .;..t.• TO BE PUMPED & FILLED x 33.42 /. \: TP � P � -*- W/SAND AND ABANDONED 31.73 x 31. _t_^J-C_ AMP ,.'.• / 4 34.4 x 32.90��� 12' 25'�I ?s.6� RELOCATE DRIVEWAY TO cs '� ......< '': - i•22 150.00' ® PREVENT TRAFFIC OVER 27.67 ----------�'L:. .;::; a �Yj 27.36 , CBdh SEPTIC TANK s 41.27 57 E c �T_"2 27•81 BENCHMARK SET OWNER OF RECORD ,31.40 31.10 • 30.76 ' � 29.74 edge of pavement HEATH, RAYMOND P & CAROL ,L PK SET 9 P 26.76 CENTER OF CATCHBASIN tchbnsinAMBLERR PA 9002CD?F7U � BAY DRIVE 26.35 EL.= 26.35 (Assumed Datum) Engineering by:. SCALE DRAWN JOB. NO. PROPOSED SEPTIC SYSTEM SITE PLAN Engineering Works, Inc. 1"=30' P.T.M. 122-13 12 West Crossfield Road, Forestdole, MA 02644' DATE CHECKED SHEET No. 136 COTUIT BAY DRIVE COTUIT MA (508) 477-5313 4/18/13 P.T.M. 1 of 2 Prepared for: D.A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL: 27.33 SEPTIC TANK FOR A DISTANCE OF 15' AROUND THE INSTALL RISERS & COVERS OVER INLET PROPOSED D-BOX PERIMETER OF THE S.A.S. AND SET TO 6" OF FINISH GRADE. INSTALL WATERTIGHT RISER :&- 'PROPOSED SAS, PROVIDE ACCESS TO GRADE•OVER OUTLET COVER COVER SET TO 6". OF GRADE INSTALL INSPECTION PORT OVER END UNIT T.O.F.=32.2t CHARCOAL F.G. EL.=31.Of(EXISTING) F.G. EL.=30.5(MAX.) F.G. EL: 29.8t' F.G. EL: 29.6-33.3(MAX.) VENT,j MAINTAIN 2% GRADE MIN. OVER S.A.S. .. INSPECTION, L = 19' L - 17. 74"SCH40 O PORT ® S=1% (MIN.) CAA S=1% (MIN.) % (MIN.) 4"SCH40 PVC 4"SCH40 PVC PVC6'To't s10.75' TO74- INVERTEXISTING 48" LIQUID26.90 LE� ADD 4ROWS OF 5 UNITS AT 5.0'/UNIT = 25.0' GAS BAFFLE INV.=27.67 PROPOSED . 7.50 _ INV.'=28.77t D-BO� SOIL ABSORPTION SYSTEM (PROFILE) (VERIFY) (4 OUTLETS)' EXISTING SEPTIC TANK ESTABLISH VEGETATIVE COVER ' BACKFILL WITH CLEAN NATIVE OR PERC SAND TO TOP OF CHAMBERS NOTES: BREAKOUT=TOP ' TOP ELEV.=27.33 `' •:., :...:-' r. 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INV. ELEV.=26.90 INVERTS, PRIOR TO INSTALLATION. 2) D-BOX SHALL BE SET LEVEL AND TRUE TO .GRADE BOTTOM ELEV.=26.00 ON A MECHANICALLY COMPACTED SIX INCH CRUSHED STRIPOUT TO "C" HORIZON AS,REQUIRED 2.83 STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2)' 5' MIN. SEPARATION 3) INSTALL INLET & OUTLET TEES AS REQUIRED. TO HIGH GROUNDWATER EFFECTIVE WIDTH=11.3'. A EXISTING SUITABLE 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE NO GROUNDWATER, EL=17.0 MATERIAL AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. USE 4 ROWS OF 5=ADS Arc 36HC UNITS WITH NO SEPARATION BETWEEN EACH ROW & NO STONE SEPTIC SYSTEM PROFILE TYPICAL SECTION N.T.S. GENERAL NOTES: SOIL LOCI 1 . 1`. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. DATE:. MARCH 25, 2013 (REF# P-13,892) 2. ALL WORK AND MATERIALS SHALL CONFORM'TO THE REQUIREMENTS SOIL EVALUATOR: PETER McENTEE (SE#1542) OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE WITNESS: DONALD DESMARAIS R.S.-HEALTH AGENT LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: -310 CMR 15.405(1)(b): 1 A 3' varionce:to the-3' maximum cover requirement, for 6' of EleV. -� Depth ) q TP-1 'Depth Elev. TP-2 max.,,cover. S.A.S. shall be-H-20 and vented. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT'BE BACKFILLED PRIOR 28.0 0" 28.1 " 0" TO INSPECTION- AND APPROVAL.BY THE BOARD OF HEALTH AND THE FILL DESIGN ENGINEER. 27.5 fi" -FILL 4. 'ANY CONDITIONS ENCOUNTERED DURING >CONSTRUCTION DIFFERING .' A 27 4 A 8 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN LOAMY SAND ENGINEER BEFORE CONSTRUCTION CONTINUES. rLOAMY 4/2 LOAMY SAND 27.0 12" 10YR 4/2 5. ALL ELEVATIONS BASED ON.ASSUMED DATUM. 26.9 B 14" 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE'FOR THE FAILURE'OF SAND THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF .5/8 LOAMY SAND HEALTH FOR PROPER' INSPECTIONS DURING CONSTRUCTION. ' 24.7. 40" tOYR 5/8 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. •• 24.6 42 . C 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED,AS AGREED.UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE MED. SAND DIRECTED BY THE APPROVING AUTHORITIES. 2'5Y 7/3 MED. SAND 2.5Y 7/3. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES,''PRIOR TO BEGINNING CONSTRUCTION. 17.0 Iz132" 17.1 1 132" 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS C TEST ON FILE: G2 MIN./IN. IN SAND, 8 2 IN THE AREA BENEATH AND FOR 5 PER ON ALL SIDES OF THE S.A.S. AND / /78 REPLACE WITH CLEAN SAND:AS SPECIFIED ,IN 310 CMR 255(3). NO GROUNDWATER OBSERVED 12:,AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE SOILS ARE CONSISTANT WITH PERC RATE OF RECORD INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL DESIGN. CRITERIA_ ' .. 63.25" NUMBER OF BEDROOMS: 3 BEDROOMS SOIL TEXTURAL CLASS: CLASS I. 16' DESIGN'PERCOLATION RATE: <2 MIN/IN',(.74 GPD/SF) 34.5" DAILY FLOW: 330 GPD DESIGN FLOW: • 330 GPD < GARBAGE GRINDER: NO LEACHING AREA REQUIRED: (330 GPD) 445.9 SF TOP VIEW no .74 GPD/SF ;, 60" EXISTING SEPTIC TANK: 1500 GALLON CAPACITY (H-20) END CAP END CAP PROPOSED D-BOX: 1 INLET, 4 OUTLET (MINIMUM), H-20 RATED FRONT VIEW SIDE VIEW END CAP w 1REAR/TOP VIEW USE 4 ROWS OF'5=ADS- Arc 36HC UNITS WITH NO SEPARATION BETWEEN EACH ROW &• NO STONE NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT SIDE VIEW _ TO CHANGE WITHOUT NOTICE PRODUCT DETAIL MAY DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.80 SF/LF OF UNIT) (Arc' 36HC Units) 20•UNITS z 5.0 LF x 4.80 SF/LF = 480.0-SF 4640 TRUEMAN BLVD „ HILUARD. OHIO 43026 Arc 36HC DETAIL DESIGN FLOW PROVIDED: 0.74(480.0 S.F.) = 355.2 .G.P.D. AINANCED DRNNAJX SYSIEMS.ANC � UNITS MUST BE STAMPED H-20 Engineering by: SCALE DRAWN JOB, NO. PROPOSED SEPTIC SYSTEM SITE PLAN Engineering Works, Inc. - N.T.S. P.T.M. 122-13 12 West Crossfield Road, Forestdale, MA 026*44 DATE CHECKED SHEET NO. 136 COTUIT BAY DRIVE COTUIT MA • (508) 477-5313 4/18/13 P.T.M. 2 of 2 Prepared for: D.A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 , 4 raY.3 pp r _ f j j IT 1 \ kc;A -f s3 - r.msr !ems r,,.x'i C Ir ow e: RWVMW _ � � newwwo�saieen rir mwmsee.aw�. ec" APPfi 81* DATE: mmmw .. 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