The URL can be used to link to this page

Home My WebLink About0530 SANTUIT-NEWTOWN ROAD - Health 1 Fil -530 Santuit-Newtown ( aKv - LAO ons Mills 44 - 001 I I. 1 Town of Barnstable P# Department of Regulatory Services s i Public Health Division Date Oct 13, 2006 A t63p �u 200 Main Street,Hyannis MA 02601 FOM�� p Date Scheduled Time Fee Pd. ® Soil Suitability Assessment for ewage Dispo,�al ;gypwn � - � �- Performed By:a oz-H-w Q tip—, 4 � Witnessed By: ti��111�.,��;7 a 114TO�j _— LOCATION& GENERAL INFORMATION Location Address Owner's Name S ^ �() GftQ-rUtT - NLWj OWO R6 ff� r.OHW $ J qNL LA (-k55C MiRSjoNS OILLS Address SRO 5F}Nl'Vlt-WI:WT0W1V 4+I I PSTUS M ILLS �� Assessor's Map/Parcel: ss Name NEW CONSTRUCTION REPAIR V Telephone# SD 3 Land Use ,,tt��/� Slopes(4'0) �� Surface Stones h D bid Distances from: Open Water Body t V V ft Possible Wet Area LOO-`r ft Drinking Water Well .'O 0+ ft ' Drainage Way I ft Property Line `-0 t ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) O � z / LL1 J / > II ❑II W tD / (n J Ln m Wr N N L y ®TP-2 / ❑ I—0- �3 F—-- ,�1 V❑ UTAm(D ? \ / 1v :K vW DOvNv i 2 ❑CO W Z W 3 3 1 ® / W J I--- CD CD Q Z CD �4 OZ ❑J ❑ 3 CD >3 0 co / ❑ Ur . c / ❑ LAW WXW n Un ❑❑DD Z> W Z<Q—)- �QY M0OWW❑❑ O co O7NtYIr<< --- ❑ WO A fiY� ®n� Parent material(geologic) Depth to Bedrock p r Depth to Groundwater. Standing Water in Hole: �� ' `r.fYl Weeping from Pit Face f Estimated Seasonal High Groundwater See -lbov HIGH WATER TABLE DETERMINATION FOR EASONAL S ( ' Method Used: 5G'C% GI b DV Q Depth Observed standing in obs.hole:: in. Depth to soil mottles: Depth to weeping from side of obs.hole: in, Groundwater Adjustment ft. Index Well# Reading Date: Index Well level m.m. Adj.factor, Adj.Groundwater Level,, PERCOLATION TEST Datil"li- Thne i 0 n * 'x N Observation Hole# �- Time at 9" Depth of Pero ` 1 h Time at 6" Start Pre-soak Time @ b"D a Time(9"-6") End Pre-soak I" 07 Rate MinJlnch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) `v 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 Conselrvation Division at least one(1)week prior to beginning. Q:%SEPTICUPERCFORM.DOC SOIL TEST LOG - DATE OF TEST: NOVEMBER 15. 2006 SOIL EVALUATOR: DAVID D. COUGHANOWR. R.S. WITNESSED BY: DAVID STANTON. HEALTH DEPT. GROUNDWATER ENCOUNTERED AT 64 in TEST PIT I PARENT MATERIAL: PROGLACIAL OUTWASH ELEVATION = 51.15 +- 2 MIN/INCH IN C SOILS DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING 51.15 0-3 0 WOOD LOAM 10 YR-2/1 - - NONE FRIABLE 3-10 A LOAMY;SAND 10 YR 3/2 NONE FRIABLE 10-30 B LOAMY SAND 10,YR 4/6 NONE LOOSE 48.65 30-120 C M_EDIUM SAND 10 YR 6/4 NONE LOOSE 41.15 No R TEST PIT 2 --PAARENOTUNDWATEMAATERII L :ENCOUNTE PROGLAC A LD OUTWASH ELEVATION = 56.00 +- PERC AT 56 in : 2 MIN/INCH IN C SOILS DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING j 56.00 0-3 O WOOD LOAM, 10 YR 2/1 NONE FRIABLE 3-6 A LOAMY SAND 10:-YR 3/3 NONE FRIABLE f B-26 B LOAMY SAND 10`YR 4/4 NONE LOOSE 55.83 - 26-120 C MEDIUM SAND 10 YR 5/4 NONE LOOSE 48.00 - r DEEP OBSERVATION HOLE LOG Hole# Depth from' ' .. Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones',Boulders. Consi ten Flood Insurance Rate Map: Above 500 year flood boundary No— Yes Within 500 year boundary No./, Yes i� ` 'thin l00 year flood bounds No Yes Within Y boundary --- Depth of Naturallv Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the G _ area proposed for the soil absorption system. S __ • If not,what is the depth of naturally occumng pervto us 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 3l0 CMR 15.017. Signature :, G ' Date Q-WEPTICVERCFORM.DOC ` V ``// TOWN OF B/IARNST��A,,BO0LE LD 4TION S`3 U So "��H✓fou�U�J YJ SEWAGE # .200Io'q9� VII;LAG ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. rn1 SEPTIC TANK CAPACITY l 6 0 0 LEACHING FACILITY: (type) 7 l"�2zf �I S (size) 13 7, NO.OF BEDROOMS BUILDER OR OWNER 10-40a AP7 TIA J ASSE PERMIT DATE:_j I Ij_ T!)(� COMPLIANCE DATE: I I 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 34 si)vj , Poo No. . 1 4J 0 0.0 0 THE-COMMONWEALTH OF MASSI AC4bSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZippYication for �Dioont *patent Cow5truction Verna Application for a Permit to Construct( ) Repair(X) Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. 4 4/1 Owner's Name,Address,and Tel.No. 4 2 8—3 2 7 5 530 Santuit-Newtown Rd, Marstons John LaCasse Assessor'sMap/Parcel Mills 530 Santuit—Newtown Rd Marstons Installer's Name,Address,and Tel.No. ']7 5—$']']6 Designer's Name,Address and Tel.No. 3 6 4-0 8 9 4 Mills Wm E Robinson Sr Septic Eco-Tech 43 Triangle Cir, Sandwich Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq. ft. Garbage Grinder (nq Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Install a new Title 5 leach system to plans of Eco-Tech, #ETE-2474 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 gode and not to place the system in operation until a Certificate of Compliance has been issued by this Board ofyealth. Si V Date Application Approved b .:.:Date Application Disapproved by: -Date.. --.for.the.following reasons L/� Permit No. f!9 Date Issued r No. .o;Wo -' T7 Feel 00.00 "` e+ r Entered in computer: *-TM;— OMMONWEALTH OF MASSAUbSETTS i .PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 0(ppYication for 0i5po5al *pgtem Construction Permit Application for a Permit to Construct( ) Repair A Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components •Location Address or Lot No. 4 4/1 — Owner's Name,Address,and Tel.No. 4 2 8—3 2 7 5 530 Santuit-Newtown Rd, Marstons _ John LaCasse Assessor'sMap/Parcel Mills 530 Santuit-Newtown Rd, Marstons Installer's Name,Address,and Tel.No. 7 7 5—8 7 7 6 Designer's Name,Address and Tel.No. 364-0894 MiIis Wm E Robinson Sr Septic Eco-Tech . ]Po Box 1089., Centerville 43 Triangle Cir, Sandwich Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder (ng Other Type of Building No.of Persons Showers( ) Cafeteria( Y Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets .Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Re airs or Alterations(Answer when applicable) Install a new Title 5 leach system to plans of Eco-Tech, -#ETE-2474 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 de and not to place the system in operation until a Certificate of Compliance has been issued by this Board of b alth. , Signed _ s Date r� Application Approved b�, Date Application Disapproved by: I Date for the following reasons Permit No. P l9 91 Date Iss�d —— —————————————————————————— ------------- THE COMMONWEALTH OF MASSACHUSETTS LaCasse BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired (X ) Upgraded ( ) ' Abandoned( )by Wm E Robinson Sr Septic 530 San ui - ew own , ar sonsMills at has been constructed in accordance J// with the provisions O%Titl 5 and the for Disposal System Construction Permit No. 800(p �� dated I� � �� /W. Installer Designer Cc—CG 1 p Ct4 #bedrooms '� Approved design flow/-- 3°3Q gpd The issuance of this permit shaltnot b construed as a guarantee that the system f cti\io a}designed. Date c 1� will Inspector, ——————�——�/—7 No. r Al 00.00 THE COMMONWEALTH OF MASSACHUSETTS LaCaWBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS lwigpogal �&pgtem CongtructioH Permit Permission is hereby granted to Construct ( ) Repair (X ) Upgrade ( ) Abandon ( ) System located at 530 Santuit-Newtown Rd, Marstons Mills and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Constru tionnm stt be completed within three years of the dat` of this Date / to Approve&by \� l Town of Barnstable pgTHE T RegWatory.Services Thomas:F.Geiler,Director NAM. g Public Health.Division Thomas McKean,Director 200 Main.Street,Hyannis,MA 02601 Office: 508-862-4644. _ Fax: 508-790=6304 Installer-&Designer Certification.Form Date:J�- 3--� Sewage Permit# 6t r 4 Assessor's Map�Parcel 4 4 1 Designer: Eco-Tech Installer: Wm E Robinson Sr Septic Address: 43 Triangle .Circle Address: PO Box 1 089 Sandwich Centerville On 1-- Wm Robinson Sr -Sept>gas.issuedapermit to.install a- (date)... -.. (installer)_. septic system at .530 Santuit.-Newtown. Rd, based-on a design drawn by - (address) ' Marstons Mills Eco-Tech :.: dated 1.1 -1 5-06 (designer). I certify.that the septic system referenced above was installed substantially according to the design, which may..include minor.:approved changes.such-as lateral relocation.of the distribution-box and/or septic tank....: ::. i ... .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 m accordance with State &Local-Regulations. Plan revision or certified as-built by designer to follow. j MgsS9c N OF G DAVfD S' D i COUCHANOYVRCA (Installer's Signature) No. 1093 �'ISTEQ' SgNITAW (Designer's Signature). (Affix Designer's Stamp Here) PLEASE".RETURN. TO :BARNSTABLE . PUBLIC HEALTH.. DIVISION.... CERTIFICATE OF. . COMPLIANCE..WILL.NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form 3=26-04.doc 1 i �j� l0 CAT ION 's j'r-- SEWAGE PERMIT NO. 4.' i Af V 4 4.J&) 12 _ f'�f /Q 7 C VILLAGE :4 I N S T A LLER'S NAME i ADDRESS R U I L D E R OR OWNER J /l DvATE PERMIT ISSUED DAT E COMPLIANCE ISSUED �\ ��' erT. � I _\._ ��ep�v � �� t i r �� s� ��, . ;� .......... FIZZ..... ...........so. THE COMMONWEALTH OF MASSACHUSETTS po BOARD F IHJ�A�JH .........OF................ .............................................................. Appliration for Uisplliial Vorkaii T Ustrurtion Famit Application is hereby made for a Permit to Construct or Repair an I dividual Sewage Dispoial System at: ...... ....... .. .. ............ ................ ---------------------------- ............. ............ ........... ...... Aw. io ess t 0. . 4- ...- ............ ....................... .. ....................... -----............. . .... ......... .......................... ......... w.. ........... .... .. ....................................................................... Installer.....------ --------------*-------- ..... ------------ Address Type of Building Size Lot...11Z.aVA..Sq. feet U Dwelling—No. of Bedrooms............................................Expansion Attic Garbage Grinder Other—Type of Building ............................ No. of persons............................ Showers Cafeteria Pa OthSp—fiAtares :................................................................................................................................................... Design Flow...... ..........................gallons per person per day. Total daily flow.........3��,Ab_-_------_-_--gallons. WSeptic Tank—Liquid*capaci/o-*Tt��.gallons Length.....e..... Width.fQ,.._--- Diameter---------------- Depth................ Disposal Trench—No..................... Width.................... Total Length...............___.. Total leaching area_...._. ........sq. ft. Seepage Pit No.--______.,-___.... Diameter......9......... Depth below inlet......._:-.._._. Total leaching area.. ....sq. ft. Z Other Distribution box Dosing tank Percolation Test Results Performed by.......................................................................... Date........................................ 4 Test Pit No. I................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._._.__......._.....___. ..........i---- ------------------**----------------------- --- ----------"------------------------------------*--------------- 0 Description of Soil----- ......................................................................... ------------------------------- ...............;e ------------------- .... ............. ....... .... ............ .................................................................... . .. ....... .......... ......... ............................................................................... ...... ...................... -2---- ----- U Nature of Repairs or Alterations—Answer when applicable............................................................................................... ....................................................i.................................................................................................................................................. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TL I'L U 5 of the State Sanitary Cod T n,(17signed further agrees not to place the syste7 in operation until a Certificate of Compliance has been * ed bard of hea t 5 . Signe . ............... A ....... ................... .... .................... k.... ...... . Dat .................... .......... Application Approved By._ ........... ..... ........... -sa. ..............Date Application Disapproved for the following reasons:.............................................................................................................. ....................................................................................................................................................................................................... Date Permit No....... i o 7,1S Issued_-----.... L Date ------ -------------- ---------- --——-------- THE COMMONWEALTH OF MASSACHUSETTS 11 OA R D§F !-l�,>A,LCT H Appliration for Disposal Works Tontrur#ion Vrrmit Application is hereby made for a Permit to Construct or Repair ( ),an I dividual Sewage Disposal System at: !�j ,�/6 oo ion-}1�dress f / �f ..�. ..........:'J.0P P01 ._«..:.'.._� .............................: - . . /.. ... 4. -------- --------- .--- -----.........._...._ al a/� .. ,. . �;/ ........... �--- -•-•------•----- --- --•-- ----� ---•-•---•------------ ---...........-----• - Address ..........................^..........---- Installer Type of Building Size Lot.._p�Z. -MZ ..Sq. feet Dwelling—No. of Bedrooms.........`~ .•...........................Expansion Attic ( ) Garbage Grinder aOther—Type of Building ............................. No. of persons.............................. Showers ( ) — Cafeteria ( ) 04 Oth ,ures W Design Flow....- ..............................gallons per person per day. Total daily flow_--__-.- ...__..___._.._____...gallons. WSeptic Tank—Liquid capaci/M_-gallons Length----- Width-4---_-___. Diameter________________ Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area...t...�..__ .:......sq. ft. Seepage Pit No........./........ Diameter.....9.......... Depth below inlet.....4........... Total leaching area.-Z:u_�._....sq. ft. Z Other Distribution box ( ) Dosing tank ( ) 0-4 Percolation Test Results Performed by.......................................................................... Date........................................ 1.4 Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ G Test Pit No. 2................minutes per inch Depth of Test Pit... ................ Depth to ground water........................ . ......................... --------------------------------------------------.. -------------- O Description of Soil..... ..t -•---•-•--------•------------------------------•-•-•-•••---•----•------•- 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 iITLL 5 of the State Sanitary Cod T e?unc�ersigned further agrees not to place the syste in operation until a Certificate of Compliance has been 's ued b thi l�ioard of health! I Signed.. ..__......_.._..... _ ..... ..... ........d..............i-._._.. _. .•(.__.._..lL«.._ cF6 \ t f Date Application Approved By... .. ...... ..... �.-- .. ......................2............` 1 ., Ltrj Date Application Disapproved for the following reasons---------------------------------------------------------------------------------------------------•-•••••.....« ...................•-�----............-------------------•--------•-----....----•---........_........................ --------- ............................... t Date Permit No.........9..1._._J-a-3 _......._... Issued_............. - -� Date THE COMMONWEALTH OF MASSACHUSETTS BOARD /bF H�•E�' LJ�FI� - �` ... .............................OF... ...................... Tnrtifirate of Tontpliattrr THIS IS TO C RTIFY, That the ndiv•d a .Sewage Disposal System constructed (' or Repaired ( ) ,�- �-- by......... •--.--�G= ( I alter � �' has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code,as described in the application for Disposal Works Construction Permit No.__..``:.'�"_."`_� }�?` .... dated__.._�� ?_i... 1..................... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRU AS GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE. .OR ...................................... Inspector-----............••-• . ---•- -- --•-•-•----...----. ..................... THE COMMONWEALTH OF MASSACHUSETTS BOARD�6,F HEi sC Tkl Ll , �`; ...�✓........... 'f ...Q.......OF:... : --........ N FEE°=>-�if............. .... Disposal Works ion rrntit -� w lr Permission is h rely granted..... �`: ...-----se f.A"r` .---- to Construct (y or Repair ( ) an Inoviduaal Sevt ag Dieposal �,yst�em-- !t f at No „ Street _ 1 as shown on the application for Disposal Works Construction Permit= Dated.,_?+,1.�.:! ................... l Q y Board of Health DATE................................/r� L 1.-........ FORM 1255 A. M. SULKIN, INC., BOSTON - +� 1 u a LE 1L`( ;IS Bcy r-00VA 'J'KE ET 1/Z 90 G�•�s+�c G¢Ir�vEz � V^%vC -FLcNr = 110 k3 • 33A GAD SE-rnc. •Ti�,1�L �iOK 19J 7�. _ �495 GR:PT� EF_ EI:i Z�Z v oZ 8E 1000 ` 'S E.�T�G I aaK, �L.Ai.1 Y i E�eC/ LoT At � -T7►s'r�s+4�. '6"-M OL - Goa Goy "t-o►.t �D w V OT ,1 Vb r MCHARo TbTA L �ht c.�( Ft.Or•! "3 30 G�� r: r-i r� 'i''cec�u�Ttont 1�� aF ZMI�► K INCC� "' BAXTE y Na 2-gAb Q/STfl"lk, 9- 332A 18 ►ECG Q►SrZ d C NEZ- o EL 4 .0 0_fs 47-OT-L EL 3 REP N To &w 5 -61wAS Au- 1000 aALq1.0 A AeoUuv IJ ° �OCxa 1►W 3or / SEgTlC a • •D �i'T.Ft.3G L'�'T 3�'� INV )mq 14 TANK IAA/ 3 G E�-C IF!E� 'F'LQT �PI-�►�•1 • s I.oca-c�oN: MAeS�►.i5 Mt�-L4 32� - 4:PWR0-FIL.E s-4 LE : l • so -v�az� 1�•Z.$4 I��.; ��.��, uo SSE —>�N ►��NLC; I CEL?-rlF-( THAT THE SHOW&A H>r R G D ry C 0 MP U<3 W MCI --'RiE 51 DE L I N E atu-D L E)LI k T- 4-41 L:V 5 6�-i'aAUC �E®v t { MF.ndTS OF 'M E 'TOW VA Or �A�1, 5� ),0'q 'i'�►t'J�tb" $�.� �.►p 1g LLC7T ►-4CI�ZED 1N TTtt. -ZATq.� 11-2-8d. Co - 16T�cC.l LA Vp Su N o>?S TI&I S ?JAW 15 ► aT -$A6M O►i A M %A 6'TQ u M E"-f 04ISZ V I I—L E 4=1 KA.SFi. tae\jE*( .t 1-tit ar-�C--U& CHOLlLP NDT BE L16f--,:> '�D 'D6'TE RM W 1tfC N E$ . A.-?PLfA.A.►-r : J�E kiSX SHEET Z/2 dy AA AO r • 71 r, =a. A� j'-t �r ,8 i oT i s E.*3Q�s� � ,.� �° �o F 45� 5C j la' �{�pPb6Gp s Al t; O i �N RZ ►ooy 'A r � , 36 1 / =a 40 AZ AA AV Ab TI 3se ,33 t'tf{W,O'F r ea A� A. SULLIVAN BAXTCN wt` ft No. 2a,t ,L.24'vid J. ��ti'sT��{go- N� kes-roi�S, Nl��c.s •z, u /�, �t EST'►"'� �E�An16� ;:� 4 ER Z CONTOURS o RIV R°A� o - NORE EXISTING - - -- - - - - 50 CONVERSION DISTANCES (3 MINIMAL GRADING PROPOSED z 00 INCHES TO TO LEACHING GALLERY c Z O W {` DECIMAL FEET FEET NOTIN DISTANCES ARE ND INCHES Z Y S�IppER >� �J� �, v I��s193 BENCH ;MARK 0 0 N SANE m o� m �`t TOP OF FOUNDATION 1 .08 m ELEVATION = 60.55 2 .17 z LOCUS 'r' USGS DATUM ASSUMED 3 .25 7° p i,. I 4 .33 MARSTONS > cDff `� 5 .41aA MILLS. MA cc--I 0_j3 �'� 1 N 6 .501 22B 3211 147.9 LOCUS MAP 2 23.6 22.5 37.0 �ZO �\ 8 .67 3 46.s 42.6 54.4 NOT TO SCALE °� 00,E-' 9 .75 2 W ow° 10 .83 1 W cn cD \ / ► ��\ 12 1.0 3 e� :: IZ � w / �\ III >Iu Ln� � -, � 3 � m I W w Z ' ,I k \6� Lu LEGEND z W �� du (VW3 U - � O (' } J �! m STONE DRIVEWAY EXISTING _ cv n ^S LI y C �� 1000 GALLON E3 w OZ m X O II rr�� z "" O m rEL, LINE SEPTIC TANK W J V LLJ W Z m� w^rER Lrni� O� `��633 D-BOX o ul LLu Ell O m �O �� f TEST PIT �LL fY Lo (!) O W I- e EXISTING �/ � LEACH PI TLn / •�_ Z > O I /� OQ " -- UTILITY POLE UWOf li X m ` W O 1 LO T lL 0 C7 TREE 0 0 m t r�r^� O m 11, c� LO �N �1 I f� Ef1 = 102.085 S r DIAMETER ININCHES.PE P vl J _ —0 __0 O I � 3 O-OAKER DENOTES TYPE M-MAPLE P-PINE LETT . Ln owZ rtw 1 ZJ / O X z J VENT PIPE ,. 0 J / C >z cn '"� ~�� •(H of Mqs Hof W Z ~C > 24 Ft 12.5 FL X 2 FL � c j 'ass J Z U cD Cn CO ` � y� 9 �. ti c Lu O `" wo A�G GALLERY o D D.D G ti 0 - LE C o z �Z / rP z / � N DAVID � W _ � 0 ?~ 64 COUGHANOWR " COUGHANOWR W o Q ~+ rol / 0- ,5-P '�-O \ No. 1093 ww m 1 \ I J� Z J � V- / O J>C C7 pi LP /CENSE Q � �,-� z I S T O p � OD lu cv / / ® � 'C W v f~ \ \ sq R\PN l EVACUP > v X O x / W U � W � n W � / I c Ln ly- Q 161 QlovevnbQr lS, 2�d LL_ w ~ L (� O � / �� Te��52 SEWAGE DISPOSAL EXISTING INGowE SYSTEM PLAN ,� z 1 /w 0 o o <m U � EST. JOHN AND JANE LACASSE � J (n (� ,_, \/�0' OWNERS OF RECORD ° `` 11, : X ,� d 530 SANTUIT-NEWTOWN ROAD 0— I Ll � W / ��® 1995 �' MARSTONS MILLS, MA Q I _ FLAN / �ON PROPERTY ADDRESS 0 I % 43 TRIANGLE CIRCLE ASSESSORS MAP 4 4 PARCEL 1 0 cLL (0 c� SCALE: 1 In ,= 40 FL 54 SANDWICH MA 02563 PLAN BOOK 361 PAGE 26 O "� N N 40 0 40 80 _ .{ 508 364-(D8J4 DATE: NOVEMBER 15. 2006 o l�1 x w w y JOB #E T E-2 4 4 PAGE 1 OF 2 VERSION: 0 20 40 m THIS PLAN IS BASED ON AN INSTRUMENT SURVEY AND IS INTENDED r SOLELY FOR INSTALLATION OF THE PROPOSED SEPTIC SYSTEM DEPICTED HEREON. FOR ANY OTHER CHANGES TO PROPERTY INCLUDING ' PLACEMENT OF ADDITIONS. SHEDS. FENCES OR SWIMMING POOLS. OWNER ;�- SHOULD CONSULT WITH A MASSACHUSETTS REGISTERED LAND SURVEYOR. SOIL. TEST L�OG DESIGN CALCULATIONS DESIGN FLOW: 3 BEDROOMS X 110 GPD = 330 GPD DATE OF TEST: NOVEMBER 15, 2006 SEPTIC TANK: 330 GPD X 2 DAYS = 660 GALLONS SOIL EVALUATOR: DAVID D. COUGHANOWR, R.S. USE EXISTING 1000 GALLON SEPTIC TANK IF IN SOUND STRUCTURAL WITNESSED BY: DAVID STANTON. HEALTH DEPT. CONDITION. IF NOT. INSTALL 1500 GALLON SEPTIC TANK (MINIMUM ALLOWED) GROUNDWATER ENCOUNTERED AT 84 in DISTRIBUTION BOX: USE 3 OUTLET D-BOX. TEST PIT I PARENT MATERIAL: PROGLACIAL OUTWASH SOIL ABSORBTION SYSTEM: A 24 Ft x 12.5 Ft x 2 Ft LEACHING GALLERY CAN LEACH ELEVATION = 51.15 2 MIN/INCH IN C SOILS Abot = ( 24 x 12.5 ) = 300 sF Asdw = ( 24 + 24 + 12.5 + 12.5 ) x 2 = 146 sF At.ot. = 446 sF Vt 0.74 x 446 = 330.04 GPD DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING USE A 24 Ft x 12.5 Ft x 2 Ft GALLERY. Vt. = 330.04 GPD > 330 GPD REQUIRED 51.15 0-3 D WOOD LOAM 10 YR 2/1 NONE FRIABLE NO T TO 3-10 A LOAMY SAND 10 YR 3/2 NONE FRIABLE L EA CHILI G GALLERY SCALE 10-30 B LOAMY SAND 10 YR 4/6 NONE LOOSE USE SHOREY PRECAST 500 GALLON LEACHING DRYWELL (H-20 LOADING) 48.65 30-120 1 C MEDIUM SAND 1 10 YR 6/4 NONE LOOSE CONSTRUCTION DETAIL 500 GALLON DRYWELL 41.15 DIMENSIONS AND DETAIL NO GROUNDWATER ENCOUNTERED DRYWELL UNIT STON USE H-20 UNIT INSTALL ONE INSPECTION TES PARENT MATERIAL: PROGLACIAL OUTWASH RISER TO WITHIN SIX ELEVATION = 58.00 _ PERC AT 56 in : 2 MIN/INCH IN C SOILS 24.0 FE INCHES OF FINAL GRADE AND INDICATE LOCATION + m,i ON AS-BUILT PLAN h aJ Lo DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER m ui O� O (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING N �4 N a0 36 m rl cl opooppp 00�0 5fa.0Pl m� c p o QO�� in 0-3 O WOOD LOAM 10 YR 2/1 NONE FRIABLE s.5 t a.5 F 8.5 t 5 �t pppp��OOp p 3-6 A LOAMY SAND 10 YR 3/3 NONE FRIABLE 24.0 Ft 1az 6� t� 8-26 B SAND 10 YR 4/4 NONE LOOSE 55.83 D CROSS SECTION VIEW 26-120 C > ;*],,LOAMY !MEDIUM, AND 10 YR 5/4 NONE LOOSE I 2 iet PEASTONE 2 in PEASTONE NOTES . �y "=L 28 24in 3/4 in TOin EFFECTIVE 26 DEPTH 1-1/2 in GRAVEL in 1) GARBAGE GRINDER NOT-ALLOWED WITH THIS DESIGN 2) ALL LINES TO BE�SCH 40 PVC AND PITCH AT 1/8 INCH PER FOOT MINIMUM. 46 in 58 in 46 in 33 ALL- COMPONENTS_ INSTALLED SHALL MEET THE MINIMUM REOUIREMENTS OF MASSACHUSETTS TITLE 5 SEPTIC CODE (310 CMR 15) 150 in 4) INSTALLER TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES BEFORE EXCAVATING FOR SYSTEM. 5) EXISTING LEACH PIT TO BE PUMPED, COLLAPSED. AND FILLED, OR REMOVED 6) ALL STONE TO BE DOUBLE WASHED AND FREE OF IRON. FINES AND DUST IN PLACE 71 LINES EXITING D-BOX TO RUN LEVEL FOR 2`0" BEFORE PITCHING DOWN 6) ECO-TECH ENVIRONMENTAL RECOMMENDS THE INSTALLATION OF LOW FLOW FIXTURES GROUNDWATER ADJUSTMENT SEWAGE DISPOSAL SYSTEM PLAN AND APPLIANCES. AND BIANNUAL PUMPING OF THE SEPTIC TANK 9) SYSTEM IS NOT DESIGNED TO WITHSTAND VEHICULAR LOADING. DO NOT EXISTING GROUNDWATER LEVEL OBSERVED IN TEST PIT 1. -TO SERVE EXISTING DWELLING PARK OR DRIVE VEHICLES OVER SEPTIC SYSTEM. 10) INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE STARTING WORK. OBSERVED GW 44.15 JDHN AND JANE LACASSE 11) SEPTIC TANKS SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL INDEX WELL SDW-253 530 SANTUIT-NEWTOWN ROAD MARSTONS MILLS, MA STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON TO WHICH ZONE B SIX INCHES OF CRUSHED STONE HAS BEEN PLACED TO MINIMIZE UNEVEN SETTLING READING DATE OCT 2006 READING 48.1 ECO-TECH ENVIRONMENTAL 12) SEPTIC TANK TO BE PUMPED DRY AT TIME OF SYSTEM REPAIR AND CHECKED ADJUSTMENT 2.3 43 TRIANGLE CIRCLE SANDWICH MA 02563 FOR STRUCTURAL INTEGRITY. INSTALL PVC OUTLET TEE FITTED WITH GAS BAFFLE. ADJUSTED GW 46.45 ETE-24741 NOV 15. 2006 1 1212