Loading...
HomeMy WebLinkAbout0060 THATCHER HOLWAY ROAD - Health 60 Thatcher Holway Road r marstoris Mills A 148080 - i is s. r. :ry } L M1 L: Z 4 7 Y � y .mot 1 ;��,'lU.:�btl"3:�?;bI tfSS-�4S-�fd13 35t1S42S2aJy p.1 IEZ A T T Ec N T I ON` '"a'am 0 ME OWNEERS D Am i lbkl - a 1�m a 2 entries to win a $1.6 Million So. California ®ream House OR $1.5 Million in Cash. OFFER EXPIRES APRIL 30TH, 2007. (Upon loan closing) ASK OUR MORTGAGE SPECIALIST FOR DETAILS NO PAYMENTS until JUKE 200711 LOAN :�f PAYMENT 13&YEAR FIRE I $300,000 a.$1,1 07.35 AS LOW A $8005000 I . o 8 7 5 0/"0 $'i,645..60 ARM $700,000�.�.� i $2,563g64 5 NVAILABLE- $1,000,000 $3,661.20 RATE $1,000,000+ �._. Call for payrnalmit *APR 6.35'1/6 Aft % Interest Only APP. 7.230/6 x . Debt Consolidation* 5` R. Term Up to $1 Million LOAM PAYMENT i M; ' ��k� ���� Bankruptcy y®y $3003000 ;$62.60 000 '$104. 7 Foreclosure K* 1 $700t000 m $146.6:3 I 4a+ � .,t, ` Unlimited Cash Out Is, 5000,000 $► 2Q6.33 No Income verification* Arm OFFER fif! 8=5 &+ =0 0 mlm%j [CUMBER 001 ASK ABOUT OUR CREDIT REPAIR AND RESTORATION ;MORTGAGE LOANS COMMERCIAL LOANS AVAILABLE nd f'r'ie 1rt Fe'+_t^h?'Ible t-n!;d the ho;i5e f^Jr:'q do rained valije f�1,6C0,0011,tivr it there any o4ue.antee the In Lt_,'P.al Reven.-C, C?V;':i FP�2.:.` i s S-ti.H,....ti` -.:-tr F,^7Ur�:t]' -e i7v!p �t�'7'dv'ter-1 fL'ta 11-lhCQrfid vix That rlgi t�bt J!e b:vm the 4r�i�`nh.'1.`1'?iri^�I": f+��t�IY�S are --�aj!ly v,Yv't.rIv- txp;re3 Apf I! Qlv 1,-2Je'9 v!'!nben rickets sell au:. 'QPon''tl.v :)n dpprgveei lizdn Pr;.q"ams only. ?e5tridonI may apply. l_3J R'S]L:wg Of 47�'U��r'�$""fj t8� i'45i red. i°2'a ant @'ag:af':1$2?'e:LC'1`��":�9 cllt�h�C��i'llriii.IC nG'tiflL2t1711. if yt�; wiE.h to ire perrranently rernoved from Jar opt-In list, please cal 1-877-210-4900 upda�rs room pOA t = I C--7h AQ 0 I - I i - I Town of Barnstable Health Inspector �F114E tpW Office Hours Regulatory Services 8:30-9:30 * Thomas F. Geiler,Director 1:00—2:00 * BwaxsrnsLe. MASS. 1639. Public Health Division �� ATF0 A Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 f AMNESTY PROGRAM APPLICANT — SEPTIC QUESTIONNAIRE 1. General Information: Size of Property: ° Address: ! o kd-da,r Map Parcel co� Name: LT Phone #: 7i 0 2a. How many bedrooms exist at your property now? 2b. Are you planning to add any bedrooms? y If yes, how many? 2c. How many bedrooms total are proposed at this property Y �includin hamnesty 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 If the dwelling is connected to public sewer,skip questions#4 through#9 below. 4. Location of dwelling is INSIDE or OUTSIDE a Zone of C9 ion to public supply wells? 5. Is the'dwelling connected to an �ONSITE WELL or to \ UBLIC WAT g ER? 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 The Public Health Division has no objection to bedrooms at this property. Special Conditions: NZ Signe Date: l Q Cl Q,/health/wpfiles/amnestyapp t � o Ao 9. t WA t. �+jT 6U i.; - i a� flo Or- \�»a» 71 a rJt400 tntl I TOWN OF BARNSTABLE �j � . .LOCA'fION�l�� ��G.+�.k.2'f !•Ga`�.Ja�Y �SEWAGE#ZD'® �ILLAGE Mex -6py'j` YS't ASSESSOR'S MAP&PARCEL Zy 1 Q INSTALLERS NAME&PHONE NO. �ye�, kCa1Ya 1, _.SEPTIC TANK CAPACITY —Ian LEACHING FACILITY:(type) f 3 3x, Tk a (size) NO,OF BEDROOMS OWNER ko,b L�'" `P717 C' Gra PERMIT DATE: Ate" COMPLIANCE DATE: e / - Oc7 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 14 44 Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) ,� 7 Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY �.�oL_ 1.j 2 33 3� 3 gat �` I No.� 3g 7 Fee THE COMMONWEALTH OF MASSACHUSET T S Entered in computer: PUBLIC HEALTH DIVISION - TbWN OF BARNSTABLE, MASSACHUSETTS Yes 0[ppYication for Oi5po5al *pgtemc Cottgtructiou Permit Application for a Permit to Construct( ) Repair(14/upgrade( ) Abandon( ) ❑.Complete System ❑Individual Components Location Address or Lot No.vo 7 �f` ha Q0 �� wner's Name,Address,and Tel.No. �7�e�,e Assessor's Map/Parcel O S` S `4d/ +- / ��/ FIV j Installer's Name,Address,and Tel.No. O -7 7�j 1`7°� Designer's Name,Address and Tel.No. sp J '77 < ! Type of Building- Lot No.of Bedrooms Lot Size / s .ft. Garbage Grinder /lI^ g q g ( ) l/J►`�/ Other Type of Building &e5 No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 gpd Design flow provided gpd Plan Date 77 57-^- 0:7 Number of sheets Revision Date Title Size of Septic Tank 14000 Type of S.A.S. J�GEJ 6411 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 En vi ental Code and:not to place the Wstem in operation until a Certificate of Compliance has been issued by this Boar Si Date '—/V 7 Application Approved b -Date- - Z410 9- Application Disapproved by: Date for the following reasons Permit No. ` Date Issued i No.cp ,"-' ? /, { .. t. Fee v0 I Entered in computer: _ h fTHE COMMONWEALTH OF MASSACHUSETTS VISI N 'TOWN OF BARNSTABLE, MASSACHUSETTS Yes PUBLIC HEALTH Dh application for�4.izpogaY 6pgtem �ou�tructiou Permit y ` � � Application for a Permit to Construct O ,,repair(� T7pgrade O Abandon( ,) ❑Complete System ❑Individual Components Location Address or Lot Nb. 1'f, 4146,a wner's•Name,Address,and Tel.No ,� �1?G Assessor's Map/Parcel ds 'I S C�,Installer's Name,Address,and Tel.No. "Cj 7 ?®1'/ Designer's Name;' ess and Tel.No. v T , e.o Buildin YP � g: � t •� q g � f Dwelling +No.of Bedrooms Lot Size 7 `ri / s .ft. Garbage Grinder _ ( ) Other Typa�offiBuylding No.of Persons Showers Cafeteria ��.L. ( ) Other,Fixtures Design Flow(min.required) .330 gpd' Design flow provided gpd { Plan Date — — 07 Number of sheets Revision Date Title Size of Septic Tank / 00 Type of S.A.S. &U et/ Description of Soil Nature of Repairs'or Alterations(Answer when applicable) i 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 Enviro mental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board.af eaJt . - -- /t✓ S igndd Date :A pplication_Approved_b Date _ !j Application'Disapproved by: Date for the following reasons '{ Permit No. � ��� Date Issued ----------------------------------- i. ( 3 A THE COMMONWEALTH OF MASSACHUSETTS - BARNSTABLE, MASSACHUSETTS j Certificate of Compliance � THIS IS TO CV IFY,that the On-site Sewage Disposal System Constructed Repaired UPgraded ( ) J V Abandoned( )by j at (/� t has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. ` 3 Y', 9 dated Installer ^� Designer 1 6T�Q e.ewfP•P #bedrooms J Approved de ig flow_-3 gpd i { The issuance of this permit shall not be construed as a guarantee that the syste will funct , a de ig d. Date , .,�'/ CJ Inspector ———————_—— ——————————— r ( No Fee THE COMMONWEALTH OF MASSACHUSETTS j PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS Wigpogar *p9tem Construction Permit ! Permission is hereby ranted'"to Construct ((/� Repair ( ) Upgrade ( ) Abandon ( ) System located 1 and as described in the aboveApplication for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following'local provisions or special condi,tii�on . Provided: Construction m77, t be completed within three years of the date(of'this e ' Date 6 is Approved �y,_ A Town of fig Tb ms F. GgUer,gb=W PW* Fax: 548- Aaener.'a.' l7 8-0 8G Aee /Oc lodow. Rcc"S 4�,)e C4, ft Addvm: 12ax 1fo 9 was issued,apunlit to roll 11 11147 •. �• : � -: :poi ►. .. . � her-��w� Y�J t, da%d a 7 �•'�� ' 4 lac s�►etora, �f 'Cod &Wv.0 waa ilutaiW a to doaY i>�c3ude or approved charges sach as ri for septa,tank. .septic a stem ! rjat abnvc way. . I' lAaaei ice. true SA$to ao v :but io .. • •�� � cy with PIE R T: kAe-E?4 311100 �SS .4IE� rtaE) (Aft a Aoadap Faem 3-2 -0/,doc ZO 39yd SA80M 9NId33NI9N3 ETESLL08OS 81:SO LOOZ/bi/60 i LL 4. CD C8 � t i U 1� cz co CD OD Lo lD J t co L ��._ -.._. _�.__..-.�.. _.. ...._......_...'.►_. .....e� L.EJ d r WAl ou G 1 j �11ipC �'}�I�7 ce • - "LOCATION ���g SEWAGE PERMIT NO. IILAGE INSTA LLER'S NAME i ADDRESS BUILDER OR OWNER DATE PERMIT ISSUED DATE COMPLIANCE ISSUED PAID No..... .:.�: � THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH MV 176 -O�P 741 O G.0 ........................ Appliration for Dispasal Works Tonstrurtiun Frrnti# Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: ..IB ?o ....... ... ��p----- �. .. --.............•----------•-------• ---------- VIO C t50V, Z Location-Address - or Lot No Owner Address aQ.....t.. &0 ...•.....---- T -� .[. =.�...� Installer Address Type,of Building Size Lot;?d?. �.......Sq. feet �. Dwelling—No. of Bedrooms........�'�...............................Expansion Attic ( ) Garbage Grinder ( ) `4 Other—T e of Building No. of persons............................ Showers — Cafeteria WOther fixtures ................•-•--------............---..........------........................................-----•------•-•---•-•-•-•-----....---•--••--•--•--•- WW Design Flow........,75.........................gallons per person per day. Total daily flow......,.?.Z.5a.................gallons. WSeptic Tank—Liquid capacity/-- gallons Length.-ee.--- Width......-.. Diameter................ Depth-A-7..._._.... x Disposal Trench=No..................... Width.................... Total Length.....................Total leaching area.....................sq. ft. Seepage Pit No.....I/........... Diameter..lL2.-4?. Depth below inlet..... ........ Total leaching areas ...sq. ft. Z Other Distribution box (� Dosing tank ( ) Percolation Test Results Performed by.._1p :.. .,.. ............... Date....j�,/Z. Z--:..... as Test Pit No. 1----� minutes per inch Depth of Test Pit../V`11' Depth to ground water....r�4�.-.-. Test Pit No. 2...c;�-.:z .minutes per inch Depth of Test Pit..,I.V. Depth to ground water-.0✓4----...... 04 0 Description of Soil... ©!�f'1---....,1,�7i.`.' ...........••--••--•••--•----------------••-•-•---................-•--•--•-•----..........----....-------•-••----.....•--•••-••-...--•••-•----•.._........-•-••---••••-•-----•-.._................_..... U Nature 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 TITLE 5 of the State Sanitar Code—The undersigned further agrees not to.place the system in operation until a Certificate of Complianc as been issued the b of lth. - L ate Application Approved By..............s �,� ate Application Disapproved for the following reasons:...........................•--•----•--....-----.......--•--..............---------.............••--............ --•-••..............•---••---•--•-----.....--------•--------------------------•-••--•---.•...----•-...._.......---------•-------•---..........--•-----......--------------.....----•....--•••----....._ Date PermitNo......................................................... Issued....................................................... <. II THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 4 .........OF.... ....................:...... AppRiation for Disposal Works Tonotrudion ramit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at:J04 r VAQ C QVAJ&4-e Loeation.Address ... •- - or Lot No.._........--•........................... _ -Owner _ Address l .......................... ..... . . 's ,.�i ................... Installer Address d Type of Building Size Loth(_:.. .......Sq. feet ,U Dwelling—No. of Bedrooms.......�•�-............ .•...............Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) dOther fixtures ...............................................................................-...................................................................... W Design Flow.......`?` .'�........................gallons per person per day. Total daily flow..........�2: �-.................gall ons. 'A '�..Septic Tank—Liquid ca acit /<k•: gallons Length-f'... ._.. Width. .... Diameter................ Depth....:...:: ..W Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area...................sq. ft. Seepage Pit No.....1Z............ Diameter.Z(:X- .' Depth below inlet... .. ......... Total leaching area: ..5'. ..sq. ft. Z Other Distribution box (4—)' Dosing tank ( )1.4 j a Percolation Test Results Performed by.....' ' :...... .:._ �?��- y................ Date... . ". -...... a Test Pit No. I....:!!• minutes per inch Depth of T st.Pit..,Z e'i .`.. Depth to ground water.-.A_,1�:_.... f� Test Pit No. 2..� t:...minutes per inch Depth of Test Pit.-� 4f` . Depth to ground water... .c.2-�..... O Description of Soil....- -r �` `. ' rQi2'..... .".... !/fir S,4-✓ :C >2 L x ...........•---•------•-•---••---••••-•................•-•-----------•---...•••-•--........._........•-•----•-----•---------•----•-..................----....................................... U Nature 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 TITLE 5 of the State Sanitary Code—The:undersigned further agrees not to place the system in has b operation until a Certificate of Compliance een issu,ed by4the/b�oard,,off health. ; Signed -- �'�"- '•--•-`f �._ '........`........... .. � ate . Application Approved By............. h �' r -.. !""" �` r ate Application Disapproved for.the following reasons:.......................................................... .........,.....................•---------••^--•---••-------•-•--•-•------------^--- ^-•-----•-•----••---..................-------------••---...-- ------....------....---- -Date ...-----•-- PermitNo................................................. Issued......................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................rc ................OF.. ' ..........�`�......-........... ........... ............... (Irrtif iratr of Tompliana THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed Repairedby ( ) .4.. Installer at.........`.....!� ...� '' � i Gf/"(�''7 t".� �,.Y�f�( f t !� Y� ��., ......r"`'' C/`- '. IE 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 : ............ dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL F NCTION SATISFACTORY. DATE.......... L....................................... Inspector... h --------------- ............................................... THE COMMONWEALTH OF,MASSACHUSETTS BOARD OF HEALTH ............OF... ................................. ............................ No. � ......... Disposal Works Tonstru#ion famit - Permission is hereby granted-I > )........../A.1.. ........ . ................................................. to Construct (' ) or Repair ( ) an Individual Sewage Disposal System at No... .. %'.. "`y =*2/ cl 7-jr ._*-�"f_.'7-t._ �_/Ocat�/�St �^. r1r? •: /`1'' r,- f ........................ Street as shown on the application for Disposal `Forks Construction Permit No...................... .. -•- j Da d..,,...................................... ........................ ..................•--• oar of a DATE............... =•----.. 2Z ............... -• -"FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS Town of Barnstable P# 71? oF� 4.1191 Department of Regulatory Services s _ Public Health Division Dates 200 Main Street,Hyannis MA 02601 �FD MA't r' ko� Date Scheduled Time../,V�l . . Fee Pd: �� ` Soil Suitability Assessment for Sewage Disposal Performed By: �" `� - Witnessed By: dt LOCATION& GENERAL INFORMATION , Location (QQ Address Owner's Name 6 i,� �t-rf7l Lz��a fit-ems l�ol /� �. t �.S Address -rA A-1-6 C 10 l_cnra:l if �'IG�s�rk1 �. J �`d�0Engineer's Assessor's Ma Parcel• Name .,,. NEW CONSTRUCTION REPAIR Telephone# $-4?-7- Land Use /�esf Ito, / Slopes m Z Surface Stones Distances from: Open Water Body ft Possible Wet Area d ft Drinking Water Well S-0 tt Drainage Way .jam ft Property Line Zd ft Other ft SKETCH:.(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands 1n proximity to holes) �tNSR Parent material(geologic) `-��t4C+ � � Depth to Bed+'ock > -3 Z Depth to Groundwater. Standing Water in Hole: �J 7 Z+I Weeping from Pit Face /V/A z� �. Estimated Seasonal High Groundwater r- DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in, Depth to Soil mattlt+s:. (n• 1 + �' Depth to weeping from side of obs.hole: in, Groundwater Adjustment B• Index Well# Reading Date: Index Well level a Adj,fhetor Adi:(lt'aundwitter 1:evel PERCOLATION TEST Observation Time at 9" Hole# Depth of Perc Time at 6" l� 3 Start Pre-soak Time lQ 10 Time((V-6") --- . End Pre-soak. Z� G C( 1 Ldrl$ Z,� b{(tt n Rate MinAnch Z. 7 r1J yt1 ti U Site Suitability Assessment: Site Passed 'L Site Failed: — Additional Testing Needed(YIN) 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. DEEP-OBSERVATION HOLE LOG Hole# 4 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones;Boulders. Consiste Gravel) ®_1 1=I LL "illy/z 5, 3Z C MS 29SY4/` ,, t DEEP OBSERVATION HOLE LOG Hole# Z Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%, / r icy . . sL z � s7�/2 DEEP OBSERVATION HOLE LOG Hole# Depth from ._. : Soil Horizon Soil Texture Soil Color Soil Other Surface(roJ (USDA) (Munsell Mottling (Structure,Stones,Boulders. i to t3 DEEP OBSERVATI ON ON HOLE LOG Hol e# Depth p from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.,,) (USDA) (Munsell) Mottling (Structure, ( cure,Stones;Boulders, 1 � A Flood-Insurance Rate Map: Above 500 year flood boundary No Yes ' Within,300-yearboundary No A, Yes Within 60 year flood boundary No ( Yes Depth of Naturally Oecurrine 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 f G .. _(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,ex7p�ertise and experience described in 310 CMR 15.017. / Signature ' Y� `'`_.4� (PIS[ Date Q:1SEP71MERCf0RM.D0G a Rd ' LOCUS Lance's Lp NG 1°55'I ONE r �c t 249.03' i �,.� tro\W"p1 d r� *d { Rpss N tre�vane t. t Weo } ANY i 4 d q0 i 4 K Ovnaan r APN 148-080 279OG 1 ±5F / ;,, /� No 60 / i j ` // •._ .........../ � i 2 gTY /" o C O LUMBE f = POND /WD. MA.1 /i/ 11f1''.�K o <4�'b�r ,T.O.F. - 1177.05101 ar ., m q of [l EXISTING SEPTIC TANK TOP OF TANK EL.=99.06 ' rt N 15TO E ` ' � � } GENERAL NOTES: INV.(OUT), EL.=97.73t i t I ' C} ORitiEatffi;Y /\� - N r I � � � I �• � 1, ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL _�- :L ^ BOARD OF HEALTH AND THE DESIGN ENGINEER r1 ( --> -- 1 } 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS "+1 I 1 ?• T (� J 1 L 1 1 OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE 1 1 i If 1 1 ` t'1 1 LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: PD-2.. w VENT �' 1'.. j'�"" J rs } 1 { 1) LOCAL REGULATION: 150' SETBACK REQUIREMENT—WELL TO S.A-S. A 46' variance, private well (subject site) to proposed S.A.S., o � � 1 ( t \ '• ____ 1 r '`�. � ti `� � � for u 104' setback. - - _% 1 [m,23 3, THE SEWAGE DISPOSAL SYSTEM SHALL NOT 6E BACKFILLED PRIOR N N TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE N Og a }? ' 1 �, - `•.. �,'' ` EXISTING S.A.S. DESIGN ENGINEER. TO BE PUMPED, FILLED W/ 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING SAND, AND ABANDONED. FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 0 , ENGINEER BEFORE CONSTRUCTION CONTINUES, 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. o 1 STRIP,OUT q ,. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF ' SE� NOTE 11 9 . '4 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF t , r F �O ` HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. CATCH 7. DRINKING WATER IS SUPPLIED BY PRIVATE WELL. 00" BENCHMARK: ^ BA5JN 8. THERE ARE NO ABUTTING WELLS LOCATED WITHIN 150' OF THE S.A.S. y °` TOP OF GAS 5HUT-OFF 9. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED EU.1/.=98.33 (ASSUMED) TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING ` THATCHER CONSTRUCTION. 11, WHERE REQUIRED, CONTRACTOR, SHALL REMOVE ALL UNSUITABLE SOILS IN THE AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF THE S.A.S. HOLWAY ROAD LEGEND AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3). � 12. THE CONTRACTOR SHALL EVALUATE THE EXISTING SEPTIC TANK FOR STRUCTURAL INTEGRITY AT TIME OF INSTALLATION. USE OF PROPOSED CONTOUR THE EXISTING SEPTIC TANK FOR THIS SITE IS SUBJECT TO THE EXIST. WELL APPROVAL OF THE BOARD OF HEALTH. (TO REMAIN) ` J �`} y� P�� QF MRss9� 79 PROPOSED SPOT GRADE 9 �w y� PROPOSED SEPTIC SYSTEM UPGRADE TOWN WA1tR d?� o PETER T. ✓' EXISTING CONTOUR AVAILABLE \ '�k ' Mc TEE � CIVIL "' x 97.22 EXISTING SPOT GRADE 60 THATCHER HOLWAY RD, MARSTONS MILLS, MA `� No. 35109 Prepared for: Robin McGrory, 60 Thatcher Holway Rd, MArstons Mills, MA 02648 --~ <a SZF O �Q TEST PIT Engineering by: Surveying by: SCALE DRAWN JOB. NO. 013 35'�✓ SS F G EXISTING GAS SVC. Engineering Works HOOD SURVEY CROUP 1"=20' P.T.M. 161-07 i y• 5 12 West Crossfield Road 18 Route 6A —7) al Q7 .0 BENCHMARK (508)Fores dale, 53 02644 Sandwich, MA 02563 DATE ��5/07 P.T.M.D 1 SHEET Of 2 [[ ` (508) 477-5313 (508) 888-1090 , i ,A* INSTALL RISER/COVER OVER D-BOX AND NOTE: TO PREVENT BREAKOUT, THE PROPOSED T.O.F r SET TO WITHIN 6" OF FINISH GRADE F.G. EL: b(MAX.) �4 ' RSA DSTDANCEHOFL 1v5'TAROUND THE 0 `# (EXISTING) VENT PERIMETER OF THE S.A.S. EXISTING F.G. EL: 99.5t(EXISTING) F.G. EL: 99.1 t MAINTAIN 2% MIN SLOPE OVER S.A.S. 4' SCH 40 PVC PERFORATED PIPE WITH CREW CAP SET TO WITHIN 3" OF FINISH INSTALL RISERS/COVERS OVER INLET & OUTLET - RADE TO SERVE AS INSPECTION PORT. AND SET TO WITHIN 6" OF FINISH GRADE IN SERIES WITH STONE ALL SIDES, INSTALL RISER OVER CHAMBER rl SHOWN ON PLAN AND SET COVER L =4' L=5'(MAX.) WIT N 6" OF FINISH GRADE 4" SCH 40 PVC 4" SCH 40 PVC_ -2" LAYER OF 1/8" TO 1/2" 10 111 14^ ® S= t% (MIN.) e' ® S= 1% (MIN.) �sa�aBa DOUBLE WASHED STONE as^ uouiD = i INV,=97.33 2' EFF. DEPTH ®aa�®se INV. 97.50 , 3 4"-1 1/2" /LEVEL EXISTING ADD GAS D-BOX i 4' 5.2' 4' DOUBLE WASHED BAFFLE VINV.=97.73t EFFECTIVE WIDTH = 13.2' STONE EXISTING SEPTIC TANK EXISTING INV.=95.50 TOP OF CHAMBER ELEV.=96.6 -BREAKOUT ELEV.=96.0 NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING INV. ELEV.=95.50 ®a®a PIPE INVERTS PRIOR TO CONSTRUCTION, 0 OWE 2) D-BOX SHALL BE SET LEVEL AND TRUE TO BOTTOM ELEV.=93.50 OF 2 x 8.5' = 17.0' 3' GRADE ON A MECHANICALLY COMPACTED SIX 1 3� INCH CRUSHED STONE BASE, AS SPECIFIED IN 5' MIN. ABOVE BOTTOM EFFECTIVE LENGTH = 23.0' 310 CMR 15.221(2), T.P. EXCAVATION OR G.W. 3) INSTALL INLET & OUTLET TEES AS REQUIRED. LEACHING SYSTEM SECTION 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE. NO G.W. ENCOUNTERED BOTTOM OF TP EL: 88.0(TP-2) SEPTIC SYSTEM PROFILE N.T.S. (3) 5" DIA.OUTLETS DESIGN CRITERIA SOIL LOG NUMBER OF BEDROOMS: 3 BR + 1 BR APT. (EXISTING) 1 2 BR + 1 BR APT. (PROPOSED) .5" 0 t; a. /�/j ,/ji DATE: JUKE 20, 2007 (P-1 1,784) 15 SOIL TYPE: CLASS I No. 60 / �i .i/ SOIL EVALUATOR: PETER T. MCENTEE P.E. DESIGN PERCOLATION RATE. 2 MIN./IN. T 2" /�/ 2 STY i ,r/,, i WITNESS: DONNA MIORANDI-HEALTH AGENT DAILY FLOW: 330 G.P.D. H-10 LOADING i i !i ! / ' / TP-2 DESIGN FLOW: 330 G.P.D D-BOX / // !�' ��./% i Elegy. TP- 1 Depth Elev. De.� GARBAGE GRINDER: NO N,A �/� /TOP. �07.05' �// 99 2 FILL 0 99 0 FILL 0 LEACHING AREA REQUIRED: (330) = 445.9 S.F. 97,9 16" 97.5 18" .74 p- F^ � A SANDY LOAM A SANDY LOAM 0/m 2.5Y 4/2 2.5Y 4/2 EXISTING SEPTIC TANK: 1000 GALLON CAPACITY ®®®® O ®®®® 97:4 a 20' 97:2 e 22" (SEE NOTE 12-SHEET 1) 37" SANDY LOAM SANDY LOAM W ®®�®®®®®®0 USE 2-500 GALLON LEACHING CHAMBERS IN SERIES ®Ili®®®®®®®® `� v) 2.5Y 5/6 2.5Y 5/6 S�� c� 94.5 C 56" 93.7 D 63" SIDEWALL AREA: 2(13.2' + 23.0') X 2 = 144.8 S.F. l02' �SCd 56„ BOTTOM AREA: 13.2' x 23.0' = 303.6.0 S.F. PERC TOTAL AREA: 448.4 S.F. 4' KNOCKOUT I _ 68 DESIGN FLOW PROVIDED: 0.74(448.4) = 331.8 G.P.D. 20' DIA. COVER ' KNOCKOUT O/4' KNOCKOUT B2" I 1 fV M-C SAND M-C SAND I PROP. S.A. I 2.5Y 5/4! 2.5Y 6/4 PROPOSED SEPTIC SYSTEM UPGRADE 4" KNOCKOUT �=----23' -� 60 THATCHER HOLWAY RD, MARSTONS MILLS, MA Prepared for: Robin McGrory, 60 Thatcher Holway Rd, MArstons Mills, MA 02648 88.2 132" 88.0 132" i Engineering by: Surveying by: SCALE DRAWN JOB, NO. 500 GALLON CAPACITY, H-20 LOADING NO GROUNDWATER OBSERVED EngineleilingWorks HOOD SURVEY GROUP NTS P.T.M. 161-07 CHAMBERS PERC RATE <2 MIN/IN. 12 West Crossfield Road 18 Route 6A S.A.S. LAYOUT Forestdole, MA 02644 Sandwich, MA 02563 DATE CHECKED SHEET NO. N.T.s (508) 477-5313 (508) 888-1090 7/5/07 P.T.M. 2 Of 2 a ^ - , • i. • �� , J _ • . , . � -�. -• � ' ' ,� � : . � � ,� _ �� �� ,.�;,���.�- . ° mot.` - ' V , �•� _ s* €"�♦l � � � /"'c.^l.,�.+-�>�C-�J�sc`ai ��� ... �T p i F�..� .t ' - � y\-' • •�' `iy� . . •+ ' � -�' !- ���� - .i j "�/�'y.W�,,�'�,1h"'j'��:Y A. '9�{,♦ ♦, a1�✓"'f _ .�j� �f,' - � F-i�4 y f - �yi�•• ' + �• .G , .+ f �S . � �\•!�.• � - L y _ LI MCI-{f l/ Tl. L A � �;y 4,���t �1�a ���.]t•' � T' + I • f - .` ^+ - .a. R - _ � ... ,M r S 5 " / x r 4 Illy J4 oe gill f Y` r 1' ! t _.� r Y.,. tr° �!s. y e� a! ...1:>! _ 'r ,. #. .. -a.' -. �'^ - +•�a!f "f 7 1 . .+,r R' ,, a"•'s' ��� :/i r� r �.. t. 3 '. ., . ' _ � aa•Y:.r.'•7�.� �=.+.+�•.�"t1'�f!�✓C'�i�•.!:, rry I ° . f ++ '• � /f i fi,�/k/' �ir•'•l..�'C•.Y• M'" •/�'�,1�� .�y,. 1 f.� _ ,n,.. -'wY r �^^.y"1's+4.r Y.,"L':+•y1 �S�'Y•^w'•�-{'��"'� - ` f - `t���+' � ..« •e � ,r,-'.��''.. '� _..».I.r•.��tr.+..[ a.. �� /! r;,h r. 1' ... T' ;� ^.• .✓r t i��'.� /�' t''F �•-_•..-�..-^..•.�..r.�..-•,-^ {r1!i.•!f''l. ri. �/r•-`��"t''"�G.J I ya� Ft..+�`�Tt.`` 6G'.,/ _f•�f��i�J�i1:.�+./1��'" f;,r r. �,'(.f. tY` � '�� V ~ t ., •� - ;','� - �•"' Y'"- r✓�l,r•1.•"'�""(�pi'M„fi,,,,,�!Zi'•�r'^••! �1 - .• A _ t ,', .� �.! � �C.•�' r�iS f f_j - p .�" r(!`.'-l�aJ'f^ �C,y!+aYi.+.•„ Wc/ x .. - ... y a :, 4.T a f'•rfK:'{.^'�'�`�'Lr y_ RY '. -,,,, 3. , L - yS' 40 71 S a �` � •• ',i 'k ,�M�G���#a+c , 'i,+.r'�f fr;,""4•.r1C. �' �z-�^' 4. ... •;�. - „t.. a r.f �. •:� �� ` ,. f '"' `w.' .3. eA y.-'� � �!� ,"�t✓>t,,••'� '-.•�-•',��Zp�Y' T ... ._ y •.. {•-"�L�« ��i'"�_l�"`�,,,,rt � �� .. ,. f 1 �y �� -44 f !'a, _,..?�.�i�•.�s-'4i+y� 1.::-,�.'fr MG�.F .i.T��'^��,p-.����k.£ _ t + .M,•t t p ,.+e,�,i',r /".`y� .' .�J a y'.. a. 1f.. _.. .€' y` ,� ,ram •� ,. _ _ _ .. "� �r,��4w.�-��•+f° i��4�1����•3..�+.a`"...�",�N:�'''�-'-•�r.- Y�'•r _4'�"w"�-•'rZ�.,.1�," .` � r �/ �!^ Y ,t..,�f� �r .,�r7�+� ,�p° r: , ,.'. i 4" '.rtn _ .S' n•t• - ,� � .,..•• , - ,. ',� �L •',r•• r'i'."�j,��� ��..�� - � ��.e��vS;.�F• �F•r.,. „ ' �'^-'"' ,'f- *•"T..t+"c r� .,.,f+•;'•,,+� +>,J M�•'••.^.f ���y�' :.t.e".•th+�y+ �^`�f'� .' _ L L - ,!- -." '.c +. � � t ' .n, .d.*.�- ���a�a"y+.::tea,-w+, lr�'".��,7:ia+• �--.t+rF� P"..+i-a 'C.4+c� _�.�,4'3..�"�•w.'^'�_» ,�j'!'•"�)f••'' ',"-•. _•� ( yF/� - • ta• LYJa A f Y M`. , .. t../ !.'�r��•'�i&',.�•' +`�J .1 �d 6 -1�t !' ".:.. � r.+'�4 t�' ' /��i•.f-.: i t� -.t-�+. �_ y.,7; , �: _ ♦• '�� - >r r!.x St.r ....t++.;;.. . > •.� •1f'-�r•r� 1'�.+��'W ,,lfr; a YJ'.T1 fv�.� lle s. , R �w•+� yam/ �`.��,g/�+ ,f` —�y.�-�j t '.,L '/ a* p•� ,( t + '°` hw.��'.X4". '"» �c.:..� -.t+r'n,�..•+Is _,•..,+•r' , s�"�1+�'�•iw�•�.w„j .. .� ` ..r •e•. ' (.►; �+'_._ rr .� S•�• <?�..� ,r, t,1'�,, f�{-x+ •ky'� [•'t+a r • I JQ .. Ile la c L� �, 4 r Fyn • rj} a< ` �f. e '-Jr, "H'14,Mti � •t: ?c• ,. •L♦ •slaw' -"1v+•.a'•+./.J• w+rs•frl is "s• '+ - J ' /. 1 t1'r•3 •y�'•7 •„ ... f f7�y 4,: - `+�+ -..�•••If-_ .,, +.'•"7 :1".•r,F. _ e 1 r.4Y. '�,•T �' yy 7icy */y..e k� ��,. f � -' G•.t'1_ j i ... 2 '�� �"a`3 +W ( Y�` 31r� •r- *'C'.F' .�. y is L'.. �••r,„,�,..;. fir•"+' rw- n•-• , .,. .. •r �„r+'."'t-'»'ter. w