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HomeMy WebLinkAbout0144 ASA MEIGS ROAD - Health 144 Asa Meigs Road - - - -- - Marstons Mills ' A= 031 —001 — 003 i i TOWN O✓F�BARNSTABLE LCr:ATION SEWAGE#�2Oog- /S7 VILLAGE ASSESSOR'S MAP&PARCEL 03/— ,901 INSTALLERS NAME&PHONE NO. _ /2b=�,�� SEPTIC TANK CAPACITY /lYao LEACHING FACILITY.(type) aesoi4r5 (size) .2JX IS.2 NO.OF BEDROOMS 3 OWNER PERMIT DATE: 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�7 �, / 'P4 , 3y 39�� ,1�S�rcrvn Purr b � No. ao 0 i Fee 0 V THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Zippitratton for �BigogaY *p!gtem Couttruaton permtt Application for a Permit to Construct(el'-Repair(y-�`Gpgrade( ) Abandon( ❑ Complete System ❑Individual Components Location Address or Lot No.14el If 7/.V -V Owner's Name,Address,and Tel.No. �08- y7`I-5 3 Assessor's Map/Parcel Installer's Name,Address,and Tel.No.f0� y2U- Des ner's Name,Address and Tel.It;�o. tIOS��ti ��/3s��roS GlGrbre��liyAT wmd'/cf Type of Building: Dwelling No.of Bedrooms Lot Size 50, 9 — sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 331 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 whe applicable) 51�1� Gti%66 y` Srah.r fir- - :7 Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. r, Signed Date Application Approved by Date -d Application Disapproved by: Date for the following reasons Permit No. nZ o0 4- Date Issued No. . old 0 — Fee /"V THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2pplication for &gponl *r6tem Congtruction Permit Application for a Permit to Construct(r<Repair(4-)"Upgrade O Abandon O ❑ Complete System ❑Individual Components Location Address or Lot No.14y �s��1✓` S �O Owner's Name,Address,and Tel.No. Ds y7'/- �5/ . � _ o�3 NtiL teary u/a0 Assessor's Map/Parcel Sa8- 9738 Installer's Name,Address,and Tel.No. Designer's,Name,Address and Tel. o. ✓©se�I Lge /.i�r�OS f GIGi�a�f�"9 �ivr/cf )WAS' Type of Building: pp Dwelling No.of Bedrooms Lot Size SO 1 H b sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 3 y gpd Design flow provided 3 3 ' gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil i Nature of Repairs or Alterations(Answer whe applicable) J`V f�// -,5 Uy 6,0/ klryc/N� Date last inspected: Agreement: ems' The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed Date (O r U Application Approved by t Date /X Application Disapproved by: Date for the following reasons Permit No. 0 Lr- oZ O 0 � � � Date Issued ( THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of Compliance 4 THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed (4-) Repaired ( 4-7 Upgraded ( ) Abandoned( )by �DSG�L1 C/i l �i'�-ds at 5, W, r has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. of 00 i S dated Installer deseO -, /3�`�yS Designer lfd/y c/''�b✓r/ �vo�-ks #bedrooms Approved design flow gpd The issuance of this permit ssha/h/nbt be construed as a guarantee that the system will nc ion as designed. Date `7`/ Inspectory_ � --- ---- ----------------------- -r --- No. S Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS 1=gponl *pgtem Congtruction Permit Permission is hereby granted to Construct (/ ) Repair (/- -) ,U grade ( ) Abandon ( ) System located at /ply l S�.�1 �e/�/S / �f• 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 mu t be completed within three years of the date of this pnit--- Date '� Approved by 04/27/2008 19:32 5084775313 ENGINEERING WORKS PAGE 01 'down of Barnstable Regulatory Services Thomas F.Geiler,Director l i Public Deelth Division Thomas MCKe%R Mrector 200 We Street, Elysaobw MA 02601 Offim 508462-4644 Fax: 50&7904M n, : -24' ,OF saee ►erwiaO Mil o /-ao3 Deigaer: e"L,*me r,as W azk i Adelsm: 12 110 .• � 'S $5 T`'�e , Addrm: g l �0.Val v I# _ �[y r`S h!41' �(=S _1� on 3, e 's 41,C_ was issued a permit to install a 7—(m cr) - septic system at N4 4 s a_1Mte s M based on a design drawn by e rg:. dated ! d ( eAPM I certify that the septic system referenced above was installed Substaaaaccarding to the desiqu, which tray include minor approved changes such as lateral mkxmdw of the ditribution box and/or septic tank. Stripout (if required) was inspected and t@ soils were found satisfactory. I certify that the septic system referenced above was insdalled with (Le. � greater them 10, lateral relacation of the SAS or any vertical aqy count of the septic system)but in accordance with State L ravisson or caMW as-built by designer to follow. Stripout(if&rey d the soils were found satisfactory. �� P£TER T "� McENTEE + CIVIL w No. 35109 ftHer'S Signature) fs'�IONAL Designer's Stamp A iv MW RMEMM BY nM AMMMLE C U it-WNW. sw.aoo t own o Barnstable.. P# Department of Regulato Services .' : € 68 Pubhc Health D1 ><s><an. Date l 6. r , bsq Mam.Street,Hyannis MA 02601 M� 200 10 j Date Scheduled Time Fee Pd ' 7. . Soil Suitability Assessment for Sewage Disposal Performed By V � '�' T�-C Witnessed By: 'f ��lf !' l�C re^kyj L,UATC7NEItA 'QRTI0r1 Location Address , ( � �n-e Owners Name p / [ '� Address ` L /T-S CCI V.vt�(JS Assessor's Map arcel: Q5 C�" 00 Engineer's.Name NEW CONSTRUCTION REPAIR V Telephone# 5­6 -1 —5-211r Land Use 9,e5'cLn i",YL l Slopes(90) 2 Surface Stones NA _ Distances from: Open Water Body 7 t/ ft Possible Wet Area ] � ft Drinking Water Well j ft Drainage Way N y� A Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) t Sa ion -4' ;fed^ No 6 { {r;I (. I �i ; t . t M�►r -s r Qafiw�� � N/A Parent material(geologic) Depth to Bedrock Depth to Groundwater: Standing Water in Hole: til A Weeping from Pit Face NJ Estimated Seasonal High Groundwater DETERARNATION FOR SEASONAL Method Used: Depth Observed standing in obs.hole: In. Depth to soil mottles: in. Depth to weeping from side of obs.hole: _ In, Groundwater Adjustment ft. — Index Well# Reading Date: Index Well level Ac .factor, Adj.Groundwater Laval e, t ��'�•�t3LAT �N���T ��tm :dime � � .. Observation I'7 Hole# f Time at 9" Depth of Perc . w Time at 6" l Start Pre-soak Time @ b S 16 A4./t Time(9"•6") ., _.� O End Pre-soak Rate MinJlncb G Ld F�_ Site Suitability Assessment: Site Passe 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:\SEPTIC\PERCFORM.DOC . r 1 )SEEP OBSERVA�TTON-ROLL LOG 1�o1e# �_ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,,Boulders. Con isten v O _� �� ItS.y,23f � L B Z- C-Z le , 5ckv d Z,'S AE P.OBSERVATIOI�T'ROM LOG Hale# � Deptli from_ Soil Horizon Soil Texture Soil Color Surface(in.) Soil Other (USDA) (Mansell) M.ottling (Structure,Stones,Boulders. . onksten Gravel) Y s� to 3 `�l' b Gt S►L} �� ZS� �3 �-13w cz Ned: G„ J 2.5� �1 ! IF QRVtTOI MOLE BOG hIole Depth from Soil Horizon Soil Texture Soil Color Soil Other. Surface(in:) (USDA) (Munsell) MottlinglP Structure' t S one ( s Boulders. C nsi en o G vel DEErOBSERVATION MOLE LOG Hoar:# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling Stricture Stones,>3oulders Ston . ConsistencX, r Flood Insurance Rate Man: Above 500 year flood boundary No Yes, Within 500 year boundary No Yes Witlun,lOQ:year flood boundary No :Yes s , Depth of'Naturallv Oecurrme`:Pervious Material .`� Does at least four-feet of�5aturally,occurring pervious inaterlatexist in all areas observed throughout the 1 area proposed.for.the soil absorption system? If not,what is the.depth:of-naturally occurring pervious material?. . Certification i5 I CertifyRthat on_ !l �. (date)I have passed the soil evaluator examination approved, y thew:, Department of Environmental Protection and that the above analysis was.performed by.me consistent with 3 the`required trai ,expertise and'experience iYescribed'in 316:CMR 15 017. D d. Signature`"" " + Date 0. Q\SEPTICVERCFORM DOC' 5 / LOCAT ION SEWAGE PERMIT NO. VILLAGE I III STA L , ER'S NA ADDRESS a U1 OE R OR OWNER DATE PERMIT ISSUED q_ G(2 6) DATE COMPLIANCE ISSUED ' � ,t �� �n'I s� ., .. THE COQMONWEAZT Q OF M�HUSETTS BOARD OF HEALTH pplirFa#ion for Dhipals al Works Tongtrnrtiun 11amit Application is hereby made for a Permit to Construct ) or Repair ( ) an Individual Sewage Disposal System at: ...... �...� '' ••- � ............................. _ ..... ........_ �?_ .... ay' Address �t Noj ..... 1.. ��- �.� •• fir! -je .....................�`�--...... ner Address W ................ . `........................................................//s s ...... Installer � Address Type of Building Size Log---t6' llt..Sq. feeel� Dwelling—No. of Bedrooms............................................Expansion Attic( Garbage Grinder /� �z '4 Other—Type of Building ............................ Showers f� YP g -------------•-••---------•. No. of persons ( ) — Cafeteria ( ) 0.' Other, fixtures -------"-------------------------------•-------------....-•---------------•--•---------------•----•. --•--•----------------------------- W Design Flow.............. ..............gallons per person per day. Total daily flow.........._. � ....................gallons. WSeptic Tank—Liquid capacity/##.V-gallons Length. 4.... Width....6........ Diameter................ Depth................ Disposal Trench—No..................... Width.a...T............ Total Length............. Total leaching area...................sq. ft. Seepage Pit No......./............ Diameter.................... Depth below inlet......?........... Total leaching area.a..!;�/....sq. ft. Z Other Distribution box (�) Dosing�t �" Percolation Test Results Performed by... .�.k....... .. .:.. �`.;...._. ........__........_. Date......1�.��.���1�-------. 0.4,4 Test Pit No. 1.....4Z....minutes per inch Depth of Test Pit.--.--�.......... Depth to ground water-.WP... ...0 4-1 Test .Pit No. 2................minutes per inch Dep h of Test Pit.................... Depth to ground water........................ R'+ ------------------ ...... - -----•----••--------------------- Description of Soil.....i---- > ... .....•---------------------�------.--.-- ------. -A- -------Q----------------•--------••------------------•----------------------. _----.---------•--------------•---•-•---- U -� 1 W .-•--------------------------------------------------------------------------------•---•-------------------------------------------------------------------••-•----•--.........--•---------•----------- V 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 TLIHE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance h*beissued by the b lth. Si ne .....-- Date APPlication Approved BY•--- ---- ------ .---------------------------- - Y Date APPlication Disapproved for the following re ------------------------•-------•-•--------------------------•------------------•-------------.................. .....---•-•-----------------••--------•-••---.......---------------•--.............--------•--........................-•------------------------------------...-----------------•. ...................... Date Permit No....................................................... Issued_---l °L_�.`..`� ` Date No. ....... . .... Fss............._.... THE COMMONWEALTH OF MASSACHUSETTS BOARD �OF HEALTH ......... 1.....G>?.!!ti%'...2.1........OF...... �.:_5:--76:. 2.............................. ApplirFation fur 14spos al Works Tungtrurtiun ramit Application is hereby made for a Permit to Construct A or Repair ( ) an Individual,'Sewage Disposal System !.ftJ!arJt: ' J.............. �-f fl c.. -' Addresso/o No. �L n G'S� Address /../ ..... 0 Installer Address UType of Building Size Lott-_.4.�f�-S fee Dwelling—No. of Bedrooms..___._.__ .........................Expansion Attic(` � Garbage Grinder AL7 a Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Otherfixtures -----•------------------•------•----._.........------.--•---......----------------------------- allons per person per day. Total daily flow.............. - W Design Flow.............. -----••--•-•-g P P ,,P �.�y y� ��-==�•----.._......-----�lens. WSeptic Tank—Liquid'capacity/KA gallons Length.....:..._... Width....----.... Diameter................ Depth...--•-......... x Disposal Trench—No..................... Width_.___....._....... Total Length.............. Total leaching area....................sq. ft. Seepage Pit No......../........... Diameter...... .......... Depth below inlet......6.......... Total leaching area._e 0./._..sq. ft. Z Other Distributio!L�ox (/) Dosing tank `- J'0 Percolation Test Results Performed by...,, .... ?.�`'A X.....��.�.................... Date......��?-_ � -------------- ..minutes Test Pit No. I......G�--. per inch Depth of Test-fit.................... Depth to ground water...!`E4_s�._ .. 2 (14 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ ---•-•...................................................................•.......•--- - O Description of Soil... ..' r 4...--•---------•..•. a :_.._....... ZE �j --------------------------------------------- ::... t ------------------------------------------- - -----............._..•--•-.......----••---•---- x ------•------------------------------------------------------------------------------------------------------------------------------------ --------------------•-------------------------------------- V Nat 4of•-Rep4r xor Alterations—Answer when applicable............................................................................................... ----------------------------•---••-•---••--•----....---•-•----------•---.._.........-•-...........•--.......-••------------------•-•.....---•--------•......-----.......------------•-•---..........---- Agreement: The undersigned agrees to install the aforedescri bed 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 operation until a Certificate of Compliance has4beessued by the boatoalth. Si nes -�. y....... ......' ........ ........... ........... .r ._�' � F/$tomApplication Approved By.:.. / ----- -- ---=--- •-.............................. Date Application Disapproved for the following reasons----------------•--..............-•--•------------------•------•----------------•--------------------------- ..---•-•-------•-----•-------•---•-•-•.....•-----•--•----------------•--------•--.....••---•---------•••.--•--•••--••------•---------------•-----•----------•--•----------------•--------------•------ Date PermitNo......................................................... Issued_.......... --. ........... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD Off HEALTH ............r ...........OF..................................................................................... Tatif irate of TompliFanr TH ' S TO 4ERTIFY, That the Individual Sewage Disposal System constructed ( r Repaired ( ) _ !- A__2__W4t- ............................................................ at.._... .S.G.. -_.._....... _i / has been installed in accordance with the provisions of TI 1 >` State Sanitary Code as osc 14- �beo in the application for Disposal Works Construction Permit No........................... _....... dated__............................................. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WIL"UNCTION SATISFACTORY. DATE,.. �=�"� 2.... Inspector.... ------ ---------- THE COMMONWEALTH OF MASSACHUSETTS BOARD Of HEAL• . ................/. ................OF..........................................................I............................ J 40 No......................... FEE........................ n '� �nn�tr�rtilan .�rntit Permission is reb ranted.....:........... . to Constru ( Tr R it ( ) ividual S a e Dist s1i'$7fm, l` (. at No.... k �- /,` `°' `......' I ... . ..... =----•- •............. ---- = q.. Street ' as shown on the application for Disposal Works Construction Per o. j...,;D' ted.......................................... DATE. qy`�O_yO ••••--•• Board of Health l............................................. FORM 1255 HOBBS &`iWkIRREN. INC.. PUBLISHERS // Dw .1 TI-R l/C 7"/ d Al I'O✓C+V Ut! s ShDG��� o �tar1 � CCc .3/ ��c✓voars�s JAeaCt// / u -A o �avi4� e E / E�.w Cows T1e,UCT/o 45- n V l fyar7 n7 C 77 ��--� c, 7UP �� WIN . ti'b , /s z�r/6�. t/o7.7 j3o:X lea C-A /;,011 o.#-c a v4 L a /e. + i , �► .J l OF- v ca 41y/4 z YS� .s 14 W T� s f; t f •�.0 �lc �o eer4/7, w ` 7 P less kkA 77 45 �m o C 36 / ;*t, yes tr 1� . /1'f0 , Wei( p Q; 6Y Nib L a ----- -- f f, c , w\� o pf�,► cam- /�s/`. s� ' � �,, C, 7,�ea�- G OFM�• --- H F A44 A/;7 f' Q oa yG r �C.T' sS'C FRANKi` if yG a CONERY H FRAM A tkL 6232 Q t�;' GONERY N OforTrt►4kAQ GIST .&573 s0�� PLAN OF LAN /✓AR,Ys rA8 'SASS. OVVNE 3 97 FRANK CDNERY 5 77mqTou sT. NYAMIS, MAM t i f1f Gf5'.'itiQEU t7fGtit�'�..?1k 6MMfa 9tXlYA1'OW E 1 I p• i a'i 1 ' LEGEND fv 4 � � `,� gg 62 �g�� �i N � i ` EXISTING CONTOUR i 9f ...... ...... o •6 — EXISTING LEACH PIT ¢ 0 Q �� TO BE PUMPED, FILLED W/ x 100,98 EXISTING SPOT GRADE ,, { SAND & ABANDONED 99 PROPOSED CONTOUR RIDGE PROPOSED SPOT GRADE LOCUS i CLUB h p4 W EXISTING WATER SERVICE �e�\eo<�o" i� TP-2 TP-1 `"' a ® TEST PIT Aso aMeiIt 9s Rd ! f LOT 3 ,�' $ BENCHMARK �a -p ggt +tr � --13.2' it APN 031 -001 -00, � Ay 6�0� W��dad pay r r—.-,- .-., t 50,818±S.F. ; 5r��i c ` d 0,aok Rd h h t�: I L`I i Oleboo a` N ;" :; 5 qg ok ,' LOCUS MAP ,',) C) Q gg5 r! NOT TO SCALE GENERAL NOTES: F'-'38" EXISTING SEPTIC TAN' 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL VTOP OF TANK, EL.=98.73t BOARD OF HEALTH AND THE DESIGN ENGINEER. rINV.(OUT)=97.45t i 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS g0 O v OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE gg 6 LOCAL RULES AND REGULATIONS. 00 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 1 d TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE p o DEu? / i' cv DESIGN ENGINEER. 1 Q Lo ! 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 00 !1 ,/; (N FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN c•Ij// Z ENGINEER BEFORE CONSTRUCTION CONTINUES. / z " f/%/�/� !%i �` ARA6E / 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. !/ /EXISTING/ /',i i G�/ /` / 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF i/HOUSE (#144)•/' /// / THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF /T.O.F,=100.67f/f' POj ` '�/� // HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 8. THERE ARE NO PRIVATE WELLS WITHIN 150' OF THE PROPOSED S.A.S. Benchmark Set / PAVED 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE TOP CONC. 8H CORNER I DRIVEWAY DIRECTED BY THE APPROVING AUTHORITIES, EL.=100.00 (Assumed) 3t 1 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING N OF Moss CONSTRUCTION. a 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS G PETER T. Z�' IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND McENTEE REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). [ o CIVIL "' 12, THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY ]f i No. 35109 AND 15 NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. ` �FC�Sl�� �`� HOUSE LOCATION TAKEN FROM "PLAN OF LAND IN BARNSTABLE, MA" OWNED {r BY JOSEPH BREEN" BY FRANK CONROY, 5 TRENTON ST., HYANNIS, MA REGISTERED ENGINEERS AND LAND SURVEYORS, DATED 8/9/1980 PROPOSED SEPTIC SYSTEM UPGRADE PLAN L=125.00' 144 ASA--MEIGS ROAD, MARSTONS MILLS, MA, R=1516.52' Prepared for: Mary Woo, 144 Asa—Meigs Road, Marstons Mills, MA 02648 ....,.m.. _— _ _ .. ........ Engineering by: SCALE DRAWN JOB, NO. Engineering Works 1"=20' P.T.M. 15 —08 ASA—M EI GS ROAD 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. (508) 477-5313 4/17/08 P.T.M. 1 of 2 y ' r a I NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:96.4 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. PROPOSED TANK PROPOSED D-SOX PROPOSED S.A.S. (3) 5" DIA.OUTLETS INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER INSTALL RISER & COVER OVER ONE CHAMBER AND 16" �, T.O.F. OUTLET AND SET TO 6' OF FINISH GRADE SET TO 6" OF GRADE SET TO 3' OF F.G. -TO SERVE AS INSPECTION PORT 15.5" -----��2 F.G. EL.=99.9t F.G. EL.=100.1 t F.G. EL: 99.7t F.G. EL: 99.7(MAX.) a 15.5" ` J 12" 8,. L = 24' L = 4' t 6" ® S=1:u (MIN.) * S=1% (MIN.) 2" LAYER OF 1/8" TO 1/2" -•'•. 4"SCH40 PVC 4"SCH40 PVC 8 DOUBLE WASHED STONE i LL110 ®® ®0 (OR APPROVED FILTER FABRIC) is s ®®��r ®a 2„ EXISTING 48" LIQUID ®®a�®®s� 3/4"wASH -1 STONE DOUBLE H-' 1 O LOADING LEVEL INV.=97.45t ,}' 5.2' 4' D ,_B0/� GAS BAFFLE INV.=96.67 INV.=96.50 U OPOSED D-BOX EFFECTIVE WIDTH = 13.2' �- INV.=95.90 rv.rs. EXIST1 2-500 GALLON LEACHING CHAMBERS SURROUNDED WIT STONE AS SHOWN H-10 RATED TOP CONC. ELEV.=97,7 NOTES: 1) D-•BOX SHALL BE SET LEVEL AND TRUE TO BREAKOUT ELEV.=95.40 0 ® I INV. ELEV.=9 .90 , GRADE ON A MECHANICALLY COMPACTED SIX ®aa®®a E3® ®®a® ® ® U ® ® 33" INCH CRUSHED STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). BOTTOM ELEV.=93.90 w E3 E3 ®®E3 E3 U ® E 2) INSTALL INLET & OUTLET TEES AS REQUIRED. 3' 2 X 8.5=17.0' 3' N Z ®�®�EaE3 Ea ® Ell ® 3) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE 5' MIN. ABOVE BOTTOM OF EFFECTIVE LENGTH = 23.0' - AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL, T.P. EXCAVATION OR G,W. 4) MAXIMUM COVER OVER SEPTIC TANK, D-BOX & S.A.S. LEACHING STE1y!_SECTION SHALL BE 36", NO GROUNDWATER, EL.=88.7 =. 102" SEPTIC SYSTEM PROFILE N.T.S. 4" KNOCKOUT 20" DIA. COVER SOIL LOG [ 62' 4" KNOCKOUT 4" KNOCKOUT DESIGN CRITERIA / f f/'� I"�S�RCH /,�EXISTING�/ DATE: APRIL 7, 2008 (REF#12,171) / "' r / r , - /`HOUSE (#144) , / SOIL EVALUATOR: PETER McENTEE PE T.O,F,-100,67$x WITNESS: DONNA MIORANDI R.S. NUMBER OF BEDROOMS: 3 BEDROOMS 'r GARAGE' ' r; " HEALTH AGENT SOIL TEXTURAL CLASS: CLASS I i j/ ! / r f' %/' / /� 'f "�/,/ /` ELEV. TP— 1 DEPTH ELEV. TP-2 DEPTH 4" KNOCKOUT DESIGN PERCOLATION RATE: 5 MIN/IN r !r"/ vi 99.7 A 0 99 7 A 0" SANDY LOAM SANDY LOAM DAILY FLOW: 330 G.P.D. a i` DCf /,1 v;Q 10YR 3/3 10YR 3/3 DESIGN FLOW: 330 G.P.D. J= 99'4 B 4" 99.4 B 4" 500 GALLON CAPACITY, H-10 LOADING GARBAGE GRINDER: NO ......... I w 0(: j SANDY 5/8M SAOYR 5/8NDY M EXISTING SEPTIC TANK: 1000 GALLON CAPACITY z� 97.5 26" 97.7 24" CHAMBERS 0 3CS' U C1 SILT LOAM C1 SILT LOAM LEACHING AREA REQUIRED: (�30) = 445.9 S.F. x N.T.S. z r 2.5Y 5/3 2.5Y 5/3 .74 `� 2.7 95.9 ----- 46" 95.9 46" < ry USE, 2-500 GALLON LEACHING CHAMBERS IN SERIES Sa,�, ,�----; c2 PERC c� PROPOSED SEPTIC SYSTEM UPGRADE PLAN SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES ' vi I + 60" SIDEWALL AREA: 2(13.2' + 23.0') X 2 = 144.8 S.F. Q MD. SAND MED. SAND 144 ASA--MEIGS ROAD, MARSTONS MILLS, MA, BOTTOM AREA: 13.2' x 23.0' = 303.6 5.F. vi I 1 25r 6/4 2.5Y 6/4 Prepared for: Mary Woo, 144 Asa-Meigs Road, MArstons Mills, MA 02648 TOTAL AREA:..............................................................448.4 S.F. i N 88.7 132" 88.7 132" Engineering by: SCALE DRAWN JOB. NO. i I i PERC RATE <2 MIN/IN. ("C2" HORIZON) Engineering Works NTS P.T.M. 156-08 DESIGN FLOW PROVIDED: 0.74(448.4) = 331.8 G.P.D. S.A.S. LAYOUT NO GROUNDWATER ENCOUNTERED 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. (508) 477-5313 4/17/08 P.T.M. 2 of 2 }