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HomeMy WebLinkAbout0551 LUMBERT MILL ROAD - Health Y 551 LUMBERT MILL RD. 146-098 CENTERVILLE I Illl � z No 123 53LOR co Jtia HASTINGS.MN 0 "b C40 ri tA 3. c—� o .s Q-- K .1 -� lo -�- r ca Li c_ TOWN OF BARNSTABLE LOC.ATION J'J-1 ! v 4 K ^ d /� SEWAGE# f VILLAGE ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO. ca SEPTIC TANK CAPACITY /6 a� LEACHING FACILITY:(type)3—112-o Z— c.- (size) /3 ��-- NO.OF BEDROOMS L� Q A .kdt-4.o�A Ito c,d .� OWNER A4 ,,c law+ ` PERMIT DATE: C, COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY a A-3 '6 ' is I;Z. s � = a3 ,L , ��`Q -USG 4(f ,) ��w o�,�r�cbo17 h4l"� N -+ut4 -two 2(,.,pu.,4v4,1 k ` Atf'c{" f5-PI'✓c AiTA (corn o� Ube fide, 11(ff A-i �rfv\In r L-0,�l/clw// Y 1 bed vo&l oWZ� + 2 —W-q 4wa 4.4, dry S4f CRw liver 3��P�O A ` Ote ��S.o�✓P a�r`ea o. Fee/ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2pprication for Migpozar *pztem Construction Verna Application for a Permit to Construct( ) RepaiX Upgrade( ) Abandon( ) ❑ Complete System YIndividual Components Location Address or L t No. Owner's Name Address,and Tel.,No. SS1 1�uln. (r�` lYl11 Cel� fryv� c. ;moonaZ munc-- ¢e , A✓1 Assessor's Map/Parcel �� c'NI 5kot-owj ) Installer's Name,Address,and Tel.No. Designer's Name A dress and Tel.No. tv. F, >Z®b)n40/7 s'P, OCC Te t i ,!JIo$ i/Ili UY 3 / c'-r./C Type of Building: 8,�t�\1► 3 amMf oA t COM,14�jr 0 V�/trtrfi'I;> �Ch� Dwelling No.of Bedroomis 1n I Lot Size / sq.ft. Garbage Grinder ( ) ®IA.1 d,f, l' I Other Type of Building (k r No.of Persons Showers( Cafeteria Other Fixtures r Ii 1 Design Flow(min. eq fired) gpd Design flow provide gpd Plan Datetar Number of sheets Revision Date Title Size of Septic Tank 15irA.A7 01"-Lji Type, S.A.S. Description of Soil S Nature of Repairs or Alterations(Answer when applicable) 1 �- 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 Heal . r Signed Date Application Approved by Date r �1,-�e Application Disapproved by: Date for the following reasons Permit No. ��� Date Issued x `h' ~ V it , ,c' k ,a. '�•���� '' y' , A Fee/�J_ I f �� Entered in computer: f THE COMMONWEALTH OF MASSACHt SETTS p `� Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 2pprtcatton for Mtgpooar *pgtem Conotructiou. Vermtt. Application for a Permit to Construct O RepaiX Upgrade O Abandon( j' ❑Complete System Individual Components �Location Address or Lot No. Owner's Name,Address,and Tel.No. 1_ uW16of ffil// Ce 7`t.�UI 4. Pon(l/� v}'luNc�i � A� Assessor's Map/Parcel q / i n/t, W' r�,m C 0 u Installer's Name,Address,and Tel. TQ�:`�'i No. Designer's Name dress and Tel.No. , tv: t. r2 ob►nsor/ s�, •� - �D G$ 9 �n 1��'!l� .(1�.� �d �-f3 ri G�f, Cr•Kc. � SAht/4J Type of Building: Dwelling No.of Bedrooms.3 I �' Lot Size sq.ft. Garbage Grinder( ) � ���f� - Other Type of Building ` _ d�a No.of Persons S owers( ) Cafpteria( ) Other Fixtures V RAJA r ,,y f Design Flow(min. d) gPd Design flow provided A.I a T(�f��j gpd Plan Date g ( Number of sheets Revision Date l! Title Size of Septic Tank 6c,1 -1' 91IT r Type of S.A.S.(, -( or•l L ( h,,,, f Description of Soil S nZ) r ' Nature of Repairs or Alterations(Answer when applicable) b / S, -s 71 Date last inspected: -a - } Agreement: , The undersigned agrees to ensure the construction and maintenance of the afore described on 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 Bo d-o£Heal h. � `` . • '-� i . Signed � .., Date... 14J, � Application Approved by J LAA,- a ate r —�T- (i Application Disapproved by: Date for the following reasons ` s i Permit No. �� f)��_ Date Issued — 1 I /i o ——————s——.———.————-———— ——— ————————————— —— C (4 C N^Woo,or THE COMMONWEALTH OF MASSACHUSETTS f ) f S [_ BARNSTABLE, MASSACHUSETTS uJS�++"1 �10 J.gh�,�� ;r lr,�r4R I'l Pot/j. / t/ - (Certificate-of Compliaatce -- In or ,i THIS IS TO CERTIFY,that tlie,On-site Sewage Disposal System Co rutted ( ) Repaired ( Upgraded Abandoned( )by S 7/ r(/!C Q , ;at .S `. y� r � ' / �,ias t�eetfco�s�t"vaeted in accordance with the provisions of Title 5 and the for Disposal tS�;ystem Construction Permit No. 1_ /a09 -f){l dated 10, Installer _ 11 X Designer 1" 4i #bedrooms f"P(� U %1 T �n` Approved design flow � � gpd ~ The issuance of this permit shaU not be construed as a guarantee that the system i funcJti77, , s^designed�Date %,G'1 `, Inspector �7'5 '�I t_r ——————— ——————————— ————————— ———�———— —— No. 0& Fee/M,GIJ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS jDt5poga1 *potent Con5tructton Vermtt Permission is hereby granted to Construct ( ) Repair (X) Upgrade ( ) Abandon ( ) System located at and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this eermit), Date �/j�,Q :�'4�. A ro d b J�J r/ Pp Y I -- - -----------------................. ..... - - Tciw of Barnstable Rejl.*IWU Services Thomas.F_Geller,Director MAS& . Publie:Health Division... 1639. Thomas McKim Director 20 Street,Hyaauis,MA:026U1.. . .01LIain Office: 508-862=4644-- Fax: 508-790-6304 - Installer-&'Desiifter Certification Form ,� � P i (4 g Date i t Sewn e.Permit#. r} / � Assessor s:1Via 1Parcel Designer:.. �CC� ..\ Q InstaUer: 1 �r rnSCN1 Adairess: Address: : io l Qq was:issued a P eat to install a (date), {installer) s baeiaa deindrawn byeptic system (address) .: d _ared (designer) I certify that the septic system referenced above urns nistalled substantially accordinglo tlie-design,-which may-uiclude-:minor-approved changes_such as.lateral.reiocation.-of thel. distribution-box:aridlor:aeptic tank: I certify thaf the septic system referenced above:was:installed with major changes eater than 1.0':lateral relocation.af-of -or an vertical:relocation.of component, of the septic 93 em)`but m accordance vvitli'State 8 LoealReg ilatiozis: Plan rewsion.or :certified as built-by designer to-follow. {Installer' Signature) . H C®UG w esi ers Si afore {Affix D -Here PLEASE::.RE'TilRN :TO BARNSTABLE: PUBLIC HEALTH :DIVISIOt. CERTIETCATE` OP :COMPLIANCE .WILL..NOT:-BE-:ISSUED..UNTIL BOTH THIS-FORM.AND .AS-BVI :T:CARD::ARE RECEIVED:BY THE B_ARNSTABLE PUBLIC HEALTH-DIVM0N.%.THANK-Y0U. Q:Heatti/Sotic/Designer Certification Form:3-26-04.doc i 14ao ocz - Town of Barnstable Health Inspector Office Hours Regulatory Services 8:00-9:30 . Thomas F.Geiler,Director 1:00—2:00 ," Public Health Division only Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 - Fax: 508-790-6304 AMNESTY PROGRAM APPLICANT QUESTIONNAIRE 1. General Information: Address: W Mb,;�i;f i Myt—, 7op,-p Map��Parcel q g NamJ�� M ,'l`t�y� ►� Phone: 5 0%-4/ 56'� 34 2. How many bedrooms exist on your property now? 3 2a. Please include a copy of your floor plans for the entire property. 3. Is the dwelling connected to public sewer? YES or If the dwelling is connected to public sewer, skip questions 4-9 below. 4. Location of dwelling is INSIDE or OUTBID a Zone of Contribution to public supply wells? S. Is the dwelling connected to an ONSITE WELL or to PUBLIC WATER? 6. Is a disposal works construction permit on file? YES or NO 6a.If yes,how many bedrooms were approved according to this permit? 1 Bedrooms. 7. Were any building permits obtained for construction of additional bedrooms? YES or CN 8. Is there an engineered septic system plan on file at the Health Division? YES or 9. as a septic sys .b en inspected by a DEP certified inspector within the last two years? s1G Y or NO We P �, FOR OFFICE USE ONLY /— TO BE SIGNED BY A HEALTH INSPECTOR/AGENT ONLY l The Public Health Division has no objection to bedrooms at this prope T� Signed: Date: Inspector(Print): Q:PT/AMNESTY/PUBLCHLTH.doc ITown of Barnstable Health Inspector Of THE TOE Office Hours Regulatory Services 8:30-9:30 Thomas F. Geiler,Director 1:00—2:00 - swxrrSrwal.E. = b 9 ,�� Public Health Division pIFD Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-63 C AMNESTY PROGRAM APPLICANT — SEPTIC QUESTIONNAIRE 1. General Information: Size of Property: /T-3 Address: Map �� .Parcel Name: IVi� ��a� � Phone #: 2a. How many bedrooms exist at.your.property now? 2b. Are you planning to add any bedrooms? = If yes, how many? 2c. How many bedrooms total are proposed at this property (including the amnesty unit)? 2d. Please include a copy of the floor plans for the entire property - showing the existing rooms in the home plus the proposed amnesty apartment and/or addition. Please label . each room clearly on the plans. 3. Is the dwelling connected to public sewer? YES or ND If tare dwel mg is connected to p4 " sewer skip questions#4 tTiraugh#9;below 4. Location of dwelling is INSIDE or OUTSIDE a Zone of Contribution to public supply wells? 5. Is the dwelling connected to an ONSITE WELL or to PUBLIC WATER? 6. Is a disposal works construction permit on file? YES or NO 6a. If yes, how many bedrooms were approved according to this permit? Bedrooms. 7. Were any building permits obtained for construction of additional bedrooms? YES or NO 8. Is there an engineered septic system plan on file at the Health Division? YES or NO 9. Has the septic system been inspected by a DEP certified inspector within the last two years? YES or NO ------------------------------------------------------------------------------------------------- FOR OFFICE USE ONLY OK---Mir-A ^jw The Public Health Division has no objection to bedrooms at this property. Special Conditions: Sv, w (� '6� e�a r,°o r - 5 �cc y ac Signed: Date: O,1hea1th/wpfi1es/amnesryapp I , I � �— _ 4p iN TR ( y c 1 � I '✓I'J ir I I' Tf .r.J ; I, i 7 0 Jr51 1 CEI�I''�ii�L• MUN�IN��rN� MAST zel>goom �A-rr�F 'I �AttN�eooM AWN 03 LVMga-r Miu, n, CaMIL- MWCOmkn1 ISMND Roo- i Tp C.D,.)4 I D iN51D 4(rio" ILI z _PANEL 3 b (o i i lr A)EN NEW 7o�XC RNLI I 'I I No i a l LLy °- v'' /ti YL QL o F F c c 1:1 y / A TI I LALy,tj uc f)—. , - 'I. i I 4 �2;� M•N- 1L� i I � j, Q y I I)1 Kk T1Fi15N£ii F(LLL c� fiClt7 j TY:.', �9i z 9 AI.c 7 7D New vo _Ll 1 46._ III 7 PA�,c L Lj)t4 pfILL 17f% °F IME The Town of Barnstable • BARNSCABLE, � MASS. 039• Growth Management Department ♦0 ArED`AA�A 367 Main Street, 3rd Floor Hyannis, MA 02601 Tel: 508-862-4678 Fax:508-862-4782 December 9,2005 Mr.John C. Klirrun, Town Manager Henry C. Farnham,Town Council President Barnstable Town Hall 367 Main Street Hyannis,MA 02601 Re: Donna M.Muncherian- 551 Lumbert Mill Road, Centerville - a single-family accessory unit Gentlemen: This letter is to inform you that the Accessory Affordable Housing (Amnesty) Program has received requests for project eligibility letters under the Community Development Block Grant (CDBG) Fund and under Article II of Chapter Nine of the Code of the Town of Barnstable and the criteria for the Local Chapter 40B Program. This office is reviewing the requests.If the Town has any comments on the projects,please forward them to me so that they can be addressed in the site approval letter. This letter gives you official notice of our receipt of the above application(s). We will issue a decision as to the acceptability of the sites and the consistency of this development within the guidelines of CDBG. Sincerely, Elizabeth Dillen Special Projects Coordinator Growth Management Department r cc: Town Attorneys Office , Building Department ✓Public Health Department N.) :z7, 1 -L, ' � tr CA tag W m r Stanton, David From: McKean, Thomas Sent: Tuesday, March 04, 2008 4:56 PM To: Stanton, David Cc: Stanton, David; Desmarais, Donald; McKenzie, Marybeth; Miorandi, Donna; Morgan, Meredith; O'Connell, Timothy Subject: RE: Double Compartment Tank/Clarification-When Must It Be Installed? Double-compartment tank installation is only required when there is a need to upgrade the septic system soil absorption system (for additional bedrooms above the existing septic capacity for example). The addition of a second kitchen, by itself, does not trigger an upgrade. If an additional kitchen is proposed along with additional bedrooms, above the existing septic system capacity, then a double compartment tank shall be introduced (see list below). A double compartment tank is required for the proposed construction of an in-law apartment which is completely separate from the main house and for other similar separate structures. If there is self-sufficiency, then a double compartment tank would be required. If the structure is a detached bedroom with self-contained living quarters, the applicant will be required to install a double compartment tank. However, if there is a connection in the house to the new living area, this would not necessarily be considered as a separate dwelling. If what is proposed requires someone to travel to the main house for amenities (such as traveling to the main kitchen in the house), it would not require a double compartment tank. Here are some examples: 1) Separate Pool House - NO (double compartment tank is not required) 2) Separate Pool House with private room(s)that may be considered as possible "bedroom(s)"- NO 3) Separate Pool House with private room, bathroom and kitchen -YES (double compartment tank is required) 4) Bedroom over a Garage - NO 5) Bedroom over a garage with a bathroom - NO 6) Bedroom over detached garage with bathroom and kitchen -YES 7) Bedroom over attached garage (with a separate entrance, without any internal connection)with bathroom and kitchen -YES Double-compartment tank installation is only required when there is a need to upgrade the septic system. 1 Town of Barnstable P# � 7 Department of Regulatory Services Public Health Division DateMAM 1 639•�1� 200 Main Street,Hyannis MA 02601 Date Scheduled 16t ti ( (V t 1'�'0� Time 10'30 hM Fee Pd. Soil Suitability Assessment for Sewage Disposal Performed By: ��lU?i f1j �(t v'�t1�y:p !' Witnessed By: DO yj by a rg o l{ , LOCATION&GENERAL INFORMATION _ Location Address // .. �5; Owner's Name� �—(��'lbt'ft �9yJ�f� � � DonhM IMaCNefl i�y Ile Address S�l LImblof; 04"it N Cc'y rv; Assessor's Map/Parcel: `+6 Engineer's Name )Via GVtrh j 0O rr NEW CONS(T�RUCTION REPAIR Telephone# Scq 36c - 0,96P Land Use t`�'S dP1��y��1 Slopes(%) I ft i Surface Stones r�W Distances from: Open Water Body .r ft Possible Wet Area 1 � r ft Drinking Water Well 00 4 ft Drainage Way 5 D ft Property Line i© f ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) ^O A/ 3 � J r J i •� K! � 01, Parent material(geologic)i � y Depth to Bedrock Depth to Groundwater. Standing Water in Hole: weeping from Pit Face Estimated Seasonal High Groundwater m�f 'f-11G1 h C r VI - Prom 501't?G Q DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: n)O++ i n�[ Depth Observed standing in obs.hole: 1n. Depth to soli mottles:(1bV1� `lfin. - Depth to weeping from side of obs.hole: in, Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor- Adj.Groundwater Level,,, PERCOLATION TEST Date , Time Observation Hole# 79me at 9" Depth of Perc Time at 6" Start Pre-soak Time @ 'lime(9"41 End Pre-soak Rate MinJlnch ` I Site Suitability Assessment: Site Passed V/ Site Failed: Additional Testing Needed(Y/N) N Original: Public Health Division Observation Hole Data To Be Cotnpleted'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:\SEPTICIPERCFORM.DOC DEEROBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture .Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. I Mr_. —I)— - —, NO TEST PIT 3 PAARENOTU MATERIAL: PROGLACIRALO OUTWASH 2 MIN/INCH IN C SOILS ELEVATION DEPTH - SOIL USDA SOIL SOIL COLOR SOIL OTHER (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING 36.85 0-24 B LOAMY SAND 10 YR 5/6 NONE. FRIABLE 34.85 - 24-198 C MEDUIM SAND 10 YR 6/3 NONE LOOSE 20.35 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. nsi en % DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistenev.%Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones:Boulders. -�-� Cons' ten �1 Flood Insurance Rate May: Above 500 year flood boundary No_ Yes ✓___ Within 500 year boundary No Yes ' Within 100 year flood boundary No Z 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 10 t J M (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 �' Date-lti h 141 246 Q:\.SEpTIC\PERCFORM.DOC Town of Barnstable P# 1,010(19 Department of Regulatory Services Wgru;t8, i Public Health Division Date 02G 101, 2-00 7 MAM 263A 2C9 Main Street,Hyannis MA 02601 i fD Mld Date Scheduled -- Time Fee Pd. { - - Soil uitability Assessment for Sewage Disposal Performed By: Witnessed By: LOCATION&GENERAL INFORMATION Location Address SS� Owner's Name L.ff�t��IZI` �1L� �b!�t) DOg11q MU11C4er;�th �CNrclzv,(-i_e= Address' I LvmbcH- CeO—ervi I MP Assessor's Map/Parcel• t Engineer's Name �\���� ,/�JuG FJ�p o� NEW CONSTRUCTION REPAIR Telephone# Sot- �6`t oi ) ate, I - Land Use I�Ve�f Gt Slopes(3'0) l `II Surface Stones '�ei'L' Distances from: Open Water Body I�b ft Possible Wet Area LV� ft Drinking Water Well Lo�_O ft Drainage Way �� t ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) F- O �L n� �2 J j J T® I\ 4 P Jp� m 250e�__-_ J Parent material(geologic) � (� S Depth to Bedrock 140 hk-'—) Depth to Groundwater. Standing Water in Hole: �- Weeping from Pit Face _ Ii,b��l f Estimated Seasonal High Groundwater lure +4g j, LSIi I ►') T p-2, DE 1' RMINATION FOR SEASONAL HIGH WATER TABLE Method Used: '�V tttt�I VICY Depth Observed standing in obs.hole: In. Depth to soil mottles. h e 4 Depth to weeping from side of obs.hole: in, Groundwater Adjustment ft. Index Well# Reading Date: index Well level fir, Adj.factor— Adj.Groundwater Level,,,a PERCOLATION TEST late d 16i Time 2 Observation J) Hole# Time at 9" V'A Depth of Pere i�Q t V11 Time at 6" Start Pre-soak Time @ b D t o'J Time(9"-6") U End Pre-soak G� Rate MinJlnch 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:SEPTICIPERCFORM.DOC I i , SOIL TEST LOG DATE OF TEST: JANUARY 7. 2008 APPROVED SOIL EVALUATOR: DAVID D. COUGHANOWR. #461 WITNESSED BY: DONNA MIORANDI. HEALTH DEPT. PERC NUMBER: 12067 TEST PIT 1 NO PARENT UMAATER AL NDWATER ENCOUNTERED OUTWASH PERC AT 60 In - 2 MIN/INCH IN C SOILS � I ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER 36.10 (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING 0-10 FILL 10-14 A LOAMY SAND 10 YR 4/4 NONE FRIABLE 32.77 14-40 B LOAMY SAND 10 YR 5/6 NONE LOOSE 40-132 C MEDUIM SAND 10 YR 6/3 NONE LOOSE 25.10 NO NCOUNTERED i TEST PIT 2 PAARENTU MATERIAL: PROGLACAL OUTWASH f 2 MIN/INCH IN C SOILS i ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER 36.55 (INCHES) HORIZON TEXTURE (MUNSELLI MOTTLING 0-5 A LOAMY SAND 10 YR 4/4 NONE FRIABLE 5-32 B LOAMY SAND 10 YR 5/6 NONE LOOSE 33.88 32-156 C MEDUIM SAND 10 YR 6/3 NONE LOOSE 23.55 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistencv.%Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Consistency. Flood Insurance Rate Map: I Above 500 year flood boundary No Yes Within 500 year boundary No Yes Within 100 year flood boundary No Z Yes Death 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? ��5 -- If not,what,is the depth of naturally occurring pervious material? Certification a� C I certify that on 7 (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consisten ith the required training,expertise and experience described in 310 CMR 15.017. ASK OF M4Ss bAVID q�yG Signature ,„,,� ► Date s� COUGHANOWR 1P0 410ENG 10 0� Q:\S.Ep nC�PERCFORM.DOC I JAN-21-2002 09 : 18 AM DANIEL JOHNSOtJ 508 420 9316 Pi01 i Town o4' 3sornstnbltr ra I)oportment 01 1lealpit SAWY,anJ tCnvlronmeutal Serv{cetr I'tsulic 1Icaltto Dldlnion Vale 767,Meln Slrse611rsnnIs MA 02601 . tom.; � ... ' • • M Ttlno d Fee Pd.• u1* Dale Scheduled —ila�g Sol/Suitability Assessntettt for Stewage Disposal S whoused nr: Performed ny: :5 ✓ 4K' 106 '� q. •ppr; , pp��� :;4. S :f•+: ,..! +�,a '4 . •.2.ay`C•.i i ••�/ `'�7�'I.'•:�ii .etg:°<. .�R i'��i�,OTi {' AA?MM� •. ti .A ttll• J.✓ •'' IWi !:.).Kl•`.'9 �17� 'r�. J / Owner's Nun >04 At A Loc.tlori Address .S-/ �'7"� /, /'W, Address S-�� �' .&qo � d -D Aeeteor'e MsplPueeTi ':�q 0 /q 0 8nglncor's Ntlnte �� '1 ~ v e o NrWCONItR1.1c" H REPAIR ✓ TelephooeN o �r'(m Si1f�iCA.9leMt Lsnd Use cC loC'"';rT slopes("A)� i r' n prinkbta Welct We,p 7 M4 } R 3 `A Possible,Wet Arcs ' i -Wstcc.podr— , ��Taltlsnecs.ltom: Opeu• • ._ � A Properly Line '� Win. Oilier n Va1nRp w•r $r .•r�'�j:(Street nartla,dbncnalons of lot,easel locations attest holes&parr,testa.locale wetlands In proximity to hales) TP i . y • c t J Pury a Depth to Bedrock i✓,a1' u�1 Parent nutulsl(seal o�lt) V. _•Q � i Depth to Otoundwater: Standing Watu In Hole: N`r c;6 Weeping from Pit pace __—Eit9mitedaanso>dNi�ht7rom>iwdir �..•• .obf _ -.� •- S• '? �� t�uiwd vat d; f-- ttle In,Depilt Obsatved standing In obs.halt: _ ___ , Depth to atoundwpteiegal andr A4lu strnst In Depth In weeping Ron►side nlobs.hole:• _,�_ enl_ R• peadln 'Data: index Well total•__�•�� Ail].factor _ Ad).Oroundwatet Level •Indox Woll Dt 'v20i . Mir rs� ',11". �.a x. Observation Time et 9" J.10 Hole N ----- Depth of Pero 71 sd T11041.111 6" • Slant Pte-soak Thee 40 9�s end Pte•tnak , Rate Mln.linch 51tc luilablllty AssitsuuariV.Site Pelsed t/ 91i0 Palled: ___ Addlllonsl Telling Needed(YIN) ls,,ip 11nta'*0 lie C'ottipleted on )lack--------j �. 777 AtJ-21 2002:. 09 . 19 R4 A 44I L JGliNSON 508 420 9316 P. 02 U1i •aror $a mruature.sIOMI.�OUlda+al. °rlr �, ` $,d ,, oil t'oMlure sell) Mat111nS 1G116Y.�i�ilvtGl)— z :?.„'R atl Iotim (Ma ) paplh front (USpA) iclr►$�t� Sp r • •y. a� '9 S,r r' b Y�t<✓�''�' 'apt .. So , Otto! poalQc+a! 11.•actor: $O or moll � (Sttgelvre�SI • ti1L..�-- a ion o (Muntell) wg��Y 1jaPill(tot" Sur two Ot Icr ®nu16erel. 1 f ,. �] �tr� r '�`Si►11�o><it►ra , `ail) (Man N1atIllnS (SIFUC.0 a (UsvA) V) L � AG' E INSTALLER'S NAME & ADDRESS Pis JILDE R 0R OWN Ell A .I E PERMIT ISSUE OAT E C 0 M P L I A N C E IS5UEQ I�. r I atk � ATION S I W A G E PEFMcT NQ. V-1LLAG IA 51 A LLER'S MA NE & A .00 it E S S oE'.t6t � Cv �—rvr� S tiU I L ® E R OR OWN ER IT 1SSUED- . y- �1) �� � DATE C 0 M L I A N C E ISSUED , 0 r IN OPO CONTOURS i; G OPAP T R DO NOT PARK 3 vMBER O TOP OF CONC BOUND INSTALLER MAY MOVE VENT �o / 40 BARNSTABLE GIS DATUM SEPTIC TANK. EXISTING - - - - - - - 50 ` ELEVATION = 41.29 VEHICLES OVER FINAL 50 PIPE TO A DIFFERENT LOCATION. << 40 � RESERVE AREAJ N 33.5 FL x 125 FL x 2 FL LOCUS—H o LEACHING GALLERY w �oQoo �� 3 CENTERVILLE. MA 0� 38 d�z-0 ads_° `` LOCUS MAP \ / NOT TO SCALE 37 Q— 3 \ Vq O�4i Is-D 4QTPO VENT / LOT 52 �� �� / LEGEND AREA = 62591 sF+- `� 36— .: EXISTING ]008 GALLON E3 O�% SEPTIC TANK EXISTING LEACH�� N PIT/CESSPOOL O UTILITY POLE $ / A 34 �� \— V TEST PIT® O-BOX O TEL LINE DECIDUOUS CONIFEROUS / TREE c TREE 0 0"z n Iz-P -NUMBER REFERS TO ER IN INCHES.LETTER DENOTES T TYPE. °-OAK M-MAPLE P-PINE C-CEDAR L e 34 PAN iQ \ / SCALE. 1 to = 30 Ft 30 0 30 60 i 'c'Qory \ 0 10 20 30 \ t NO OTHER WELLS WITHIN 150 Ft OF �` WELL THE PROPOSED LEACHING GALLERY L O W P R O I E ALL PIPE ELEVATIONS SPECIFIED ARE INVERT ELEVATIONS GARBAGE GRINDER \�\� EXPRESSED IN DECIMAL FEET NOT FEET AND INCHES. IS NOT ALLOWED RAISE COVERS TO WITHIN SIX INCHES OF FINAL GRADE VENT WITH THIS DESIGN. WELL TOP OF FOUNDATION INSTALL ONE INSPECTION RISER FOR LEACHING GALLERY ) PIPE EL = 40.27+- TO WITHIN 3 INCHES OF FINAL GRADE AS INSPECTION PORT AND INDICATE LOCATION ON AS BUILT. 35.60 ��®e � SEWAGE DISPOSAL SYSTEM PLAN p �/ -TO SERVE EXISTING DWELLING D—BOX MAX SCHEDULE T40B VC ��� rl/3• DROP H-20 AND TO PITCH A EST. DONNA M. MUNCHERIAN FLOW LINE 30 60 1/8 to/Ft MIN. OWNERS OF RECORD I0'. - 14 � 551 LUMBERT MILL ROAD 46" GAs� PRECAST I OVAur gSS ��NpFMASS ��� 1995 ��- CENTERVILLE. MA BAFFLE _ q q s BA o o pp `� DRYWELL TT �� S �� yG ®NNI� PROPERTY ADDRESS _ 6 In e BOTTOM OF o DAVID GJ, o DAVID s EXISTING STONE30.00 ,• LEACHING LEACHING D. , ASSESSORS MAP 146 PARCEL 96 r GALLERY o -+ � D' �„ 43 TRIANGLE CIRCLE EXISTING U COUGHANOWR EXISTING 30.1F ASE GALLERY No. 1093 COUGHANCWR SANDWICH MA 02563 LAND COURT PLAN 37432-E EXISTING 29.60 27.80 5.00 Ft + 'p p 41 O oQ 506 364-aSJ4 DATE: JANUARY 8. 2006 1000 GALLON (END VIEW) F � O, CENSE SEPTIC TANK SEE DETAIL ON REVERSE S I �pN -Q JOB #ETE-2573 PAGE 1 OF 2 VERSION. EXISTING 46 Ft o) 5 Ft �� THIS PLAN IS BASED ON AN INSTRUMENT SURVEY AND IS INTENDED b) 19 Ft SOLELY FOR INSTALLATION OF THE PROPOSED SEPTIC SYSTEM BOTTOM TEST PIT-3 20.35 DEPICTED HEREON. FOR ANY OTHER CHANGES TO PROPERTY INCLUDING (NO MOTTLING) Rev,) C'41 140Vgr j 14) � � PLACEMENT OF ADDITIONS. SHEDS, FENCES OR SWIMMING POOLS, OWNER SHOULD CONSULT WITH A MASSACHUSETTS REGISTERED LAND SURVEYOR. SOIL TEST O DATE OF TEST: �IANUA,RY 7. 2008 (TP-1. TP-2) DESIGN CALCULATIONS z JANUARY 16. 2008 (TP-3) APPROVED SOIL EVALUATOR: DAVID D. COUGHANOWR. #461 WITNESSED BY: DONNA MIORANDI, HEALTH DEPT. DESIGN FLOW: 4 BEDROOMS X 110 GPD = 440 GPD PERC NUMBER: 12067 SEPTIC TANK: 440 GPD X 2 DAYS = 660 GALLONS NO GROUNDWATER ALD OUTWASH USE EXISTING 1000 GALLON SEPTIC TANK IF IN SOUND STRUCTURAL TEST PIT CONDITION. IF NOT, INSTALL 1500 GALLON SEPTIC TANK (MINIMUM ALLOWED) PERC AT 60 in - 2 MIN/INCH IN C SOILS DISTRIBUTION BOX: USE 3 OUTLET D-BOX. ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER SOIL ABSORBTION SYSTEM: A 33.5 f't x 12.5 Ft x 2 FL LEACHING GALLERY CAN LEACH 36.10 (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING Abot = (33.5 x 12.5 ) = 418.75 sf 0-10 FILL A s d w = ( 33.5 + 33.5 + 12.5 + 12.5 ) x 2 = 16 4.0 sf At.ot. = 602.75 sf 10-14 A LOAMY SAND 10 YR 4/4 NONE FRIABLE Vt 0.74 x 602.75 = 446.03 GPD 14-40 B LOAMY SAND 10 YR 5/6 NONE LOOSE USE A 33.5 Ft x 12.5 f t x 2 FL GALLERY. Vt = 446.03 GPD > 440 GPD REQUIRED 32.77 -1 40-132 C MEDUIM SAND 10 YR 6/3 NONE LOOSE 25.10 LEACHING GALLERY CONSTRUCTION 1000 G/�LLON SEPTIC TANK DETAIL DIMENSIONS AND DETAIL NO T TO NO GROUNDWATER ENCOUNTERED SHOREY PRECAST CONCRETE USE EXISTING H-10 UNIT SCALE TEST PIT 2 PARENT MATERIAL: PROGLACIAL OUTWASH 500 GALLON DRYWELL 2 MIN/INCH IN C SOILS LEACHING UNIT OR STONE SEPTIC TANK IS TO BE PUMPED DRY EQUIVALENT AT TIME OF INSTALLATION AND IS TO ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER 33.5 f t BE EXAMINED FOR STRUCTURAL (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING INTEGRITY. INSTALL NEW PVC OUTLET 36.55 T_40J TEE EQUIPPED WITH A GAS BAFFLE. 0-5 A LOAMY SAND 10 YR 4/4 NONE FRIABLE 1 in 5-32 B LOAMY SAND 10 YR 5/6 NONE LOOSE O O O Ln TAPER 33.B8 32-156 C MEDUIM SAND 10 YR 6/3 NONE LOOSE cv m N �� 23.55 n C 0 CC) TEST PIT 3 PAORENOTUMDATERIALEPROGLACI LD OUTWASH C � 4.0' 8.5' 8.5' 8.5 0 2 MIN/INCH IN C SOILS 33.5 ft Lo ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING �1� 36.85 LEACHING GALLERY 8 � 0� 0-24 B LOAMY SAND 10 YR 5/6 NONE FRIABLE CROSS SECTION VIEW �'6 In A 34.85 24-196 C MEDUIM SAND 10 YR 6/3 NONE LOOSE USE SHOREY PRECAST 500 GALLON LEACHING DRYWELL (H-20 LOADING) INLET OUTLET 20.35 2 in PEASTONE 2 in PEASTONE COVER COVER Q 3 IN DROP TEST PIT / \ DATE OF TEST: JANUARY 17. 2002 24 in 3/4 in TO 26 _FLOW LINE„A^+^ APPROVED SOIL EVALUATOR: DAN JOHNSON 28 /4 in T EFFECTIVE _ NO GROUNDWATER ENCOUNTERED WITNESSED BY: DAVID STANTON. HEALTH DEPT. in -1 2 in GRAVEL DEPTH 1-1 2 ►n GRAVEL inMDING l0,, 14 TO to % D-BOX PARENT MATERIAL: PROGLACIAL OUTWASH 7 PERC NUMBER: 10158 2 MIN/INCH IN C SOILS 48LIQUI in ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER 46 in 58 in 46 In LEVE� BAFFLE (INCHES) HORIZON TEXTURE (MUNSELLI MOTTLING 150 in 36.50 INSTALLER MAY SUBSTITUTE AN APPROVED GEOTEXTILE 0-2 A LOAMY SAND 10 YR 2/2 NONE FRIABLE FABRIC IN PLACE OF THE PEASTONE LAYER SPECIFIED 2-32 B LOAMY SAND 10 YR 5/6 NONE_ LOOSE CROSS SECTION VIEW 33.63 500 GALLON DRYWELL 32-120 C MEDUIM SAND 2.5 Y 6/3 NONE LOOSE DIMENSIONS AND DETAIL 35.50 USE H-20 UNIT INSTALL ONE INSPECTION Ili RISER TO WITHIN THREE NOTES INCHES FINAL GRADE AND INDICATE LOCATION ON AS-BUILT CARD. 1) INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE STARTING WORK. 2) SEPTIC TANK TO BE PUMPED DRY AT TIME OF SYSTEM REPAIR AND CHECKED QD 36 SEWAGE DISPOSAL SYSTEM PLAN FOR STRUCTURAL INTEGRITY. INSTALL PVC OUTLET TEE FITTED WITH GAS BAFFLE.,, cl 3) ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM REQUIREMENTS b p QQ�� 1r' -TO SERVE EXISTING DWELLING OF MASSACHUSETTS TITLE 5 SEPTIC CODE (310 CMR 15). 0000a000000 QQQQ 4) INSTALLER EXCA VERIFY LOCATIONS VATING ATING FOR SYSTEM OF ALL UNDERGROUND UTILITIES .t ���c�00� �OQ �, DONNA M. MUNCHERIAN �� Q 1 51 EXISTING LEACH PIT TO BE PUMPED, COLLAPSED. AND FILLED. 1 Gjg 551 LUMBERT MILL ROAD CENTERVILLE, MA 0 6) ALL STONE TO BE DOUBLE WASHED AND FREE OF IRON. FINES AND DUST IN PLACE. 2 in ECO-TECH ENVLRONMENTAL 7) ECO-TECH ENVIRONMENTAL RECOMMENDS THE INSTALLATION OF LOW FLOW. FIXTURES" AND APPLIANCES. AND BIANNUAL PUMPING OF THE SEPTIC TANK. - 43 TRIANGLE CIRCLE SANDWICH MA 02563 81 SEPTIC TANKS SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL SIX BINCHEESBASE OFTHAT CRUSHED BEEN STONE HASMECHANICALLY BEEN PLACED COMPACTED NIM(IZDEO NEVVEN WHICH SETTLING�, ETE-25731 JANUARY B. 2007 1 1212 ' " t PIN RpPp • r .. '<.Y L t i r CONTOURS - - - 'se , BENCH , ;,MARK GPP BERG t , NOTE EXISTING - - - - - - - 50 I AY MM" ELEVAA TOP CONC BOUND r' ���M �o�o TION = 41.29 MINIMAL GRADING PROPOSED TO A DIFFERENT 40 BARNSTABLE GIS DATUM LOCATIO �o / j1 7f ��" i << 40 4 N � w \�� 26 FL x 16 f L x 2 FL LOCUS-H > 4 LEACHING GALLERY a �� CENTERVILLE. MA�oo0 3 38 � 5 1z -0 ���s\� LOCUS M A P 0 / VENT O PIPE NOT TO SCALE/ 1V 37 o-o O \ O 15-D / LOT 52 ��� �w / �� � ��� LEGEND l sF+- 36— EXISTING AREA = 62591 1000 GALLON SEPTIC TANK EXISTING LEACH Ep PIT/CESSPOOL O \ Q'Q p UTILITY POLE $ TEL LINE �AZ�� TEST PIT® D-BOX O DECIDUOUS CONIFEROUS Q0 TREE TREE � 12-M 12-P -NUMBER REFERS TO OfE IN / \ INCHES.LETTER DENOTES TYPE. \\ I / 7 2See�\ jSe� O O-OAK M-MAPLE P-PINE C-CEDAR 34 3 PLAN ........ / SCALE: 1 1n = 30 Ft 30 0 30 60 0 Ft 0 10 20 30 FROM h'F< `�`< NO OTHER WELLS WITHIN 150 Ft OF �\ WELL THE PROPOSED LEACHING GALLERY L O W P R O I L E ALL PIPE ELEVATIONS SPECIFIED ARE INVERT ELEVATIONS GARBAGE GRINDER EXPRESSED IN DECIMAL FEET NOT FEET AND INCHES I IS NOT ALLOWED WITH THIS DESIGN. WELL ENT TOP OF FOUNDATION RAISE COVERS TO WITHIN SIX INCHES OF FINAL GRADE PPE INSTALL ONE INSPECTION RISER FOR LEACHING GALLERY EL = 40.27+— TO WITHIN 3 INCHES OF FINAL GRADE AS INSPECTION PORT AND INDICATE LOCATION ON AS BUILT. 3 .45 s SEWAGE DISPOSAL SYSTEM PLAN D-BOX ALL PIPE TO BE ��®- T�o�y -TO SERVE EXISTING DWELLING /� SCHEDULE 40 PVC �3" DROP �� H-20 MAX AND TO PITCH A-: EST. DONNA p\ M. MIJNCHERIAN FLOW LINE I I i i 32.45 1/8 in/FL MIN. �jN OF M OWNERS OF RECORD 10 14' �� MIS. OWNERS ��NOFMgSS to 551 LUMBERT MILL ROAD 46- GAS--- PRECAST . off DAVID N� ors' DAVID 9cy�s � 1995 ,�� CENTERVILLE. MA BAFFLE D. c� B LE DRYWELL PROPERTY ADDRESS 6 In BOTTOM OF c� GHANOWR N o D -` �ONR�� 32.37 4 STONElY LEACHING' YS GLEACHINGALLERY CONo. 1093 U COUGHANOWR N 3 TRIANGLE CIRCLE ASSESSORS MAP 146 PARCEL 98 EXISTING 31.55 UEXISTING BASE 'Q�cc/ �to� 0 O 'lIc �p Off. SANDWICH MA 02563 LAND COURT PLAN 3 r 432-E EXISTING 31.72 GALLERY sTE ENS EXISTING 1000 GALLON 31.45 (END VIEW) 29.45 5.00 Ft + S4AOTAROP /4 EVALUP� - 506 364-0694 DATE: JANUARY 8. 2006 SEPTIC TANK SEE DETAIL ON REVERSE U /�/ JOB #ETE-2573 PAGE 1 OF 2 FvERsroN. EXISTING 55 Ft el 5 Ft I (� C THIS PLAN IS BASED ON AN INSTRUMENT SURVEY AND IS INTENDED bl 10 Ft SOLELY FOR INSTALLATION OF THE PROPOSED SEPTIC SYSTEM BOTTOM TEST PIT-2 Y 23.55 DEPICTED HEREON. FOR ANY OTHER CHANGES TO PROPERTY INCLUDING (NO MOTTLING) otin✓a�Y �� �-✓�TJ PLACEMENT OF ADDITIONS. SHEDS. FENCES OR SWIMMING POOLS, OWNER SHOULD CONSULT WITH A MASSACHUSETTS REGISTERED LAND SURVEYOR. r _% DESIGN "A_L_ CULATI0NS SOIL TEST LOCH T DESIGN FLOW:/4� EDROOMS X 110 GPD = 43 OGPD DATE OF TEST: JANUARY 7. 2008 ' ( I" Pro��fUee / APPROVED SOIL EVALUATOR: DAVID D. COUGHANOWR. *461 SEPTIC TANK: 4 GPD X 2 DAYS =-'0-GALLONS �tSeJ�� u�'1 s4f > at Ltd�►-t�+Gl!, WITNESSED BY: DONNA MIORANDI. HEALTH DEPT. USE EXISTING 1000 GALLON SEPTIC TANK IF IN SOUND STRUCTURAL ',Z�, �LU✓ PERC NUMBER: 12067 CONDITION. IF NOT. INSTALL 1500 GALLON SEPTIC TANK (MINIMUM ALLOWED) ^r DISTRIBUTION BOX: USE 3 OUTLET D-BOX. ` IIG TEST PIT 1 {G1 n NO GROUNDWATER ENCOUNTERED SOIL ABSORBTION SYSTEM: A 26 ft x 16.5 ft x 2 ft LEACHING GALLERY CAN LEAC fE� PARENT MATERIAL: PROGLACIAL OUTWASH PERC AT 60 in - 2 MIN/INCH IN C SOILS Abot. = ( 26 x 16.5 ) = 429 sf I��` Asdw = ( 26 + 26 + 16.5 + 16.5 ) x 2 = 170 sF v0 ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER At.ot = 599 sf / 36.10 (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING vt 0.74 x 599 = 443 GPD 0-10 FILL USE A 26 Ft x 16.5 Ft x 2 Ft GALLERY. vt = 443 GPD > 440 GPD REOUIRED 10-14 A LOAMY SAND 10 YR 4/4 NONE FRIABLE LEA CHING GA L L ER YNOT 1000 GALLON SEPTIC TANK 32.7'� USE SHOREY PRECAST 500 GALLON TO 14-40 B LOAMY SAND 10 YR 5/6 NONE LOOSE DIMENSIONS AND DETAIL NOT TO 40-132 C MEDUIM SAND 10 YR 6/3 NONE LOOSE LEACHING DRYWELL (H-20 LOADING) SCALE USE EXISTING H-10 LpVIT _ SCALE 25.10 CONSTRUCTION DETAIL SEPTIC TANK IS TO BE PUMPED DRY AT TIME OF INSTALLATION AND IS TO NO SRUCTUA TEST PIT 2 PAARENOTUMATERIAL: EPROGLAC AL OUTWASH NCOUNTEREDDUN T RYW ELL STON 7 INTEGRITY. IEXAMINENSTALL L T NEW PRVCLOUTLET 2 MIN/INCH IN C SOILS TEE EQUIPPED WITH A GAS BAFFLE. 26.0 FL ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER 1 In (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING m TAPER 36.55 0-5 A LOAMY SAND . 10 YR 4/4 NONE FRIABLE � c Lo Lo 5-32 B LOAMY SAND 10 YR 5/6 NONE LOOSE � 33.88 u7 o tSl L[1 o 32-156 C MEDUIM SAND 10 YR 6/3 NONE LOOSE m cD 23.55 Ln m v214 � 3.75 1 4.83 2 ol 4.83 12.01 4.83 3.75 Ft Ft Ft Ft Ft Ft f L k, B P£_6 In A � 26.0 FL INLET OUTLET COVER COVER 500 GALLON DRYWELL � �3 IN DROFLOW LINE A DIMENSIONS AND DETAIL _ FROM - USE H-10 UNIT INSTALL ONE INSPECTION BUILDING 10�" in OTOBOX RISER TO WITHIN THREE 48,n INCHES OF FINAL GRADE GAS AND INDICATE LOCATION LIQUID ON AS-BUILT PLAN LEVEL BAFFLE p 36 CROSS SECTION VIEW 00 00 00 00 1n N O T E S O O�OOp r 000o 1) INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE STARTING WORK. Joel,, !r, 2) SEPTIC TANK TO BE PUMPED DRY AT TIME OF SYSTEM REPAIR AND CHECKED FOR STRUCTURAL INTEGRITY. INSTALL PVC OUTLET TEE FITTED WITH GAS BAFFLE. 3) ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM REQUIREMENTS CROSS SECTION VIEW SEWAGE DISPOSAL SYSTEM PLAN OF MASSACHUSETTS TITLE 5 SEPTIC CODE (310 CMR 151. 4) INSTALLER TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES 2,nPEAsraNE 2,nFEAsror� BEFORE EXCAVATING FOR SYSTEM. :: O o -TO SERVE EXISTING DWELLING 4 in 5) EXISTING LEACH PIT TO BE PUMPED. COLLAPSED. AND FILLED. 'h 2 si4,,, rD EFFECTIVE sia,n TO 2s DONNA M. MIJNCHERIAN ,n -V2,n CfiA VEL DEPTH !-1/2,n GRAVEL ,n 6) ALL STONE TO BE DOUBLE WASHED AND FREE OF IRON. FINES AND DUST IN PLACE. 551 LUMBERT MILL ROAD CENTERVILLE, MA Z) ECO-TECH ENVIRONMENTAL RECOMMENDS THE INSTALLATION OF LOW FLOW FIXTURES 48 ,n 102 ,n AND APPLIANCES. AND BIANNUAL PUMPING .OF, THE SEPTIC TANK, ECO-TECH ENVIRONMENTAL B) SEPTIC TANKS SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL 1ss ,n STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON TO WHICH INSTALLER MAY SUBSTITUTE AN APPROVED GEOTEXTILE 43 TRIANGLE CIRCLE SANDWICH MA 02563 SIX INCHES OF CRUSHED STONE HAS BEEN PLACED TO MINIMIZE "UNEVEN SETTLING. FABRIC IN PLACE OF THE 2 in. PEASTONE LAYER SPECIFIED. ETE-25731 JANUARY 8. 200-F 1 1212