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HomeMy WebLinkAbout0341 ROUTE 149 - Health 341 Route 149 Marstons Mills A = 079 — 035 / TOWN OF BARNSTABLE L Vt ATION �{/ ?p�,(�� /�! SEWAGE# VILLAGE GyJ/q/,f TOhS /�S ASSESSOR'S MAP&PARCEL 0 3S INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY /000 / LEACHING FACILITY:(type) ,'� —5-00 6`1s4,of /_F (size) 2.5—x 13 s ' NO.OF BEDROOMS / OWNER &T1:5,4-- PERMIT DATE: /°�,B—/,S� COMPLIANCE DATE: f 2-'/ 7 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 Of any wetlands exist within 300.feet of leaching facility) �f Feet FURNISHED BY er, a� f f1- 1= 33 �„ w G No. Fee Z 00 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 9pphration for Misposal *pstem Construction 3permit Application for a Permit to Construct(&,` Repair('Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.jy/ /2 oUft; /yq O er's Name,Address,an Tel.No. Assessor's Map/Parcel p _Q5,007/= Installer's Name,Address,and Tel.No.509-y2o- 773g Designer's Name,Address,and Tel.No..S'� -3 G 0-33 Jos-cpti 0-- (_614 O-5 Jt AIL�1107" g -I tar trMf Wfllf Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) ® gpd Design flow provided 7 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) ZV5r,411 A(fa /O; O 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. Signe Date Application Approved by Date f c5- ' l5 Application Disapproved by Date for the following reasons Permit No. � 3 Date Issued c3 J -------- ------ - -- ----------------------------------------------- - - ------------------------ No. Fee G 0 J"THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 0(pplication.for OCeposat Opstem Construction Permit f Application for a Permit to Construct(t T Repair( Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components f Location Address or Lot No.Syr /yy O ner's Name,Address an Tel.No. t%=r u�/n/i=r'i_/ Assessor's Map/Parcelo7 -p �4NlQvS TO�'1S �i/� X/-74_ ! I taller's N e,A dress,and Tel.No,.5-02- 120 y7 30 Designer's Name,Address,and Tel.No.jOe 3 G O- 33 Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures '- a Design"Flow(min.required) gpd Design flow provided 1ti 3 yp� gpd- Plan Date Number of sheets Revision Date Title V Size of Septic Tank oo Type of S.A.S. Description of Soil ` 1 Nature of Repairs or Alterations(Answer when applicable) IALS ,2lr /'I Date last-inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in 1 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. Signe �u�2G� Date ' Application Approved by Date s Application Disapproved by Date e for the following reasons / L Permit No. C 3 Date Issued c7 J THE COMMONWEALTH OF MASSACHUSETTS .--- BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(L-) Repaired(� Upgraded( ) Abandoned( )by✓Uii S ��%I at 3`11 A UC/%�5 /y 9 _ has been constructed in accordance / f with the provisions of Title 5 and the for Disposal System Construction Permit No�/S^/3 v�- dated J�J JS- Installerl"J e J0i U� lylyreO- Designer 'S 7-AIC #bedrooms j Approved design flow O gpd The issuance of is permit shall not be construed as a guarantee that the system will n tion as%design�d. Date 1 t Inspector .�� No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction Permit Permission is hereby granted to Construct(4-) Repair( 4- Upgrade( ) Abandon( ) System located at "3 rT/ /C owT(2 /41 q 41 0-s T w5 1-4i 1 Rand as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be comJleted'within three years of the date of this permit. Date /� /�/ Approved by Town of Barnstable �IKKE Regulatory Services Richard V. Scali,Interim Director * BARNSTABLE, ► 9�A MAM ��� Public Health Division 39.'Fo Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: G O'A;� �� Sewage Permit# '�0/��3Z Assessor's Map\Parcel Designer: MG"O, 0 G Installer: ,1o.s of&e Z!��s Address: Q / Address: R/ ��� �� ,�,�/✓1Nl(/�l � ��r.�rv�rs !mil/s On Jos-eAd /3 dN�,S was issued a permit to install a (date) (installer)/�� f septic system at 3,,� ) Z /1�1, �"`,' V� i v h based on a design drawn by w (a dr s) f4 S14- I,, S ` dated esi e ( fa>YeA AeVRI1/ 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. Strip out (if required) was inspected and the soils- were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was construct e with the terms of the IAA approval letters (if applicable) lam. (Installer's Signature) dS� (Designer's SignaturJARNSTABLE (Affix Designer amp Here) PLEASE RETURN TO 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:\Septic\Designer Certification Form Rev 8-14-13.doc AsBuilt Page 1 of 2 TOWN OyF` BARNSTABLE LOCATIONLM 02 QV � � SEWAGE #_ VILLAGE 4L S ASSESSOR'S MAP & LOT `,.JNSTALLER'S NAME & PHONE , SEPTIC TANK CAPACITY �C)00 CtR -- LEACHING FACILITY:{type (size) i r NO.OF BEDROOMS PRIVATE WELL OR UBLIC.WAT UILDE OR OWNER �v�F DATE PERMIT ISSUED: r. DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No r _... _...._.�. _.................. ____ i R tofi http://issgl2/intranet/propdata/prebuiIt.aspx?mappar=079035&seq=1 10/19/2015 i Town of B° instable. P# Department of Regulatory Services • Public Health Division Bate KAS& `6$ 20D Main Street,Hyannis MA 02601 -,! 3 � Date Scheduled ? Time M Fee Pd. , oil' Su Assess�aiet fop ,dew • e D�posal Performed By: D Y �'� % ,/ Witnessed By: ^ _ L / j LOCATION & GENERAL INFORMATION Location Address•.'�, j � Owner's Name .�` >t�1yy� V I-S I Address Q S `� V"A Assessor's Map/P4rcel: ®� I Engineer's Name PA",OLr Ste^s A I Telephone# 360 3 S NEW CONSIRUOON ,REPAIR I [— Land Use �S ( �F N t t � Slopes(%*) �_(a Surface Stones Distances from: Open Water Body �2-00 ft Possible Wet Area 2 oft Drinking Water Well /eft i Drainage Way ft. Property Lin ft Other ft SKETCH:(Street name,dimensiods of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) - �- I i I i i Parent material(geologic) 6- ASL Depth to Bedrock Depth to Groundwater. Standing Water in Hole:' i Weeping from Pit FACe Estimated Seasonal Vigh Groundwater DtTE ATION FOR SEASONAL HIGH WATER TALE Method Used: Depth Obperved standing in obs.hole: in. Depth 10 Sol]mottles: i in. Groundwater Adjustment it Depth toiweeping from side of obs.hole: _ A ,factirC,,...._.-s- Adj.d! rauadwnterlevel,,.,e. Index Well# _ Reading Date: Index Well leV,l - I i PERCOLATION TEST . Date- Observation' l I Time at 9" ------ Hole# i1 Time(ry,-6,� at V ..-. Depth of Pere Tim Start Pre-soak Time.@ ) End Pre-soak Rate MinJlnch Site Suitability As, Site Passed Site Failed; Additional Testing Needed(YIN) Observation Hole Data To Be Completed on Back Original:.Public I e$Ith Division --- ***If percola#Ou test is to be conducted within 100" of wetland,you must first notify the Barnstable C4#servation Division at least one (1) week prior to beginning. J �( 1 h J DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistenc %Gravel "- (z bAWLL,,fjAAA 01��/v tb - c_ DEEP OBSERVATION HOLE LOG Hole#_ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. 1��,An Consistenc %Gravel) 4-1 09, w'n Atb S-Y G DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel I -- DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones.Boulders. Consisten ra I Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes Within 500 year boundary No v Yes Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pery ous material? Certification I certify that on l� C- (date)I have passed the soil evaluator examination approved by the Department of Environ ental Protection and that the above analysis was performed by me consistent with the required g,expertise and experience described in 3,10 CMR 15.017. Signature Date 9L p Q:\,SEPTlC\PERCFORM.DOC APPLICATION FOR PERCOLATION TEST AND OBSERVATION PITS ` NO. -' 76 LOCATION L-c7�-f' c-� p �;�.-L., VILLAGE Q 1'l_ rnt 5S _ DATE 5 APPLICANT:::! �i FEE ADDRESS '� �np� Ir ►'Y1(' irGZ \Y(' SQL TELEPHONE NO. (Non--refundable) ENG INEE o�e �(�- �p-�-� A f I i�kE _TELEPHONE NO._ —qL31 DATE SCHEDULED 9 g 1 60 A / (Applicant' s signature) • • . • • . o o e o o o • o • o o o o o o . o o • • • o o o k o O• • • • • . o • • • o • • • o • • • • o o o o • • • • • e • o • o • • . o o • o • • • • • • ASSESSOR'S MAP & LOT NO: O`7Cl% `JC SOIL LOG SUB-DIVISION NAME DATE_ S-9 -06 TIME EXPANSION AREA: YES "0 ENGINEER TOWN WATER i/TRIVATE WELL 2 BOARD OF HEALTH EXCAVATOR SKETCH: (Street name,etc. ,dimensions of lot, exact location of test holes and percolation tests, locate wetlands in proximity to test holes ) NOTES: N Lo-r Z o, < PERCOLATION RATE: TEST HOLE NO: ELEVA ION: TEST HOLE NO: ELEVATION: 1 71L� w SL40 501L. 1 B.CIkr^ s4�sviL Pot- 2 2 3 3 f 3 4 4 5 Cp . 5 / l �� 6 _ � 6 � � S 3 Z� 7 8 8 9 9 10 10 00 WA­ir� 11 11 12 �b 0 �- 12 13 13 14 14 15 15 16 16 SUITABLE FOR SUB-SURFACE . SEWAGE: LEACHING FIELD t/EACHING PITS LEACHING TRENCHES UNSUITABLE FOR SUB-SURFACE SEWAGE. REASONS: NOTE: ENGINEERING PLANS MUST SHOW NUMBER ASSIGNED ON PERC TEST APPLICATION ORIGINAL: COMPLETED IN ENTIRETY BY Po B. AND RETURNED TO BOARD OF HEALTH COPY: RETAINED BY APPLICANT TOWN OF BARNSTABLE LOCATION � � G �� SEWAGE # ! � VILLAGE ASSESSOR'S MAP LOT INSTALLER'S NAME & PHONE N. SEPTIC TANK CAPACITY � c(ft(— LEACHING FACILITY:(type) (size) f� i NO. OF BEDROOMS _PRIVATE WELL OR UBLIC WAT BUILDE OR OWNERt �L� DATE PERMIT ISSUED: 1 DATE . COMPLIANCE ISSUED: t. VARIANCE GRANTED: Yes No ° °°. 1 No......... ` �� ! Fps..-7 THE COMMONWEALTH OF MASSACHUSETTS BOARD F H A H .. ..................OF..... f..4.... ........ .... -----------....._...-----..__...._............-- A lira#iun for Disposal Murky unatrnrtiun ramit Application is hereb made for a Permit to Construct ( ' or Repair ( ) an Individual Sewage Disposal System Locatio ddress or Lot No. L�.1.— ..: vim ... ------------••--•...............Address (� t LG rn •-•-•----•••---•---...... ..•-•. Installer ...... - ............. Address / Type of Building . Size Lot. ------..-..Sq. feet U Dwelling—No. of Bedrooms.. .................. .Expansion Attic ( ) Garbage Grinder (� � s,� -- p`�, Other—Type of Building ....P- .......... No. of persons............................ Showers ( ) 7- Cafeteria P4 Other fixtur *� W Design Flow..............__ __.................._..gallons per person,,�er day. Total daily flow...........%7 0..........--......-_ lons. WSeptic Tank—Liquid capacit/ ...gallons Length.�.e�..... Width..e/'.�.... Diameter................ Depth.. l._...._. x Disposal Trench—No......_.............. Width.................... Total Length...--.--:-.... Total leaching area....._-.��rr- _ sq. ft. Seepage Pit No....A, >ameter..../to.......... Depth below inlet. .r.. .. Total leaching area_.2d--_7.._.sq. ft. z Other Distribution box (1/ Dosin"Depth '" Percolation Test Results Performed by... etP _ . .9/ Date 6 .-d .............Test Pit No. 1....._v-- .---minutes per inch ��_.._....._. Depth to ground water.......'_..__...___. Test Pit No. 2................minutes per inch ._.......__._.__. Depth to ground water........................ ........ ....................•--•---••----..........-•---•-•--.............-----•--------------..........................................-•-•••.......... 0 Description of Soil------------------------------------------------------------------------------------------------------------------------------------------------------------------------ ----------- W -•--••------------••-•--••-----••---•--------------••-••------•--•-•--•••••••---...................•----------•----------•••---•------------•-------•.........•--------•-•-•-•.........._..........•---- UNature of Repairs or Alterations—Answer when applicable...................................•........................_..................._.............. ...----••-•----•...........................................................•-••-----•--•-•--•--•------•----•-------------.-----•--•-•-------•-----...------•-•-•----•---•••....----•-....-••••-....... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanit y C — The unde further agrees not to place t e s stem in operation until a Certificate of Compliance has is ed b the a o lth. f igne --• .•.. ......... ................••.......................... --k---. l- - ApplicationApproved BY...... .............'.. .......-•----•-•--.......-----------------•------•--.......---•-- ........ .......................... Date Application Disapproved for the following reasons:................................................................................................................. .........................................................--•-•--•-•-----•---•---.....---.........-•-........................................... Date Permit No.-- ... ................... --...... Issued--------------------------•-•••........................ Date t THE COMMONWEALTH OF MASSACHUSETTS �.- BOARD OF HEALTH ...........................................OF..................: "......s.�......:............. ...._........................... Applutttilan for Disposal Works Tlinstrurtilan prrutit Application is hereby,made for a Permit to Construct (-/) or Repair ( ) an Individual Sewage Disposal Systems at: ..:!.....'.'% ..:�' ...j} .9 --• ....... /� /-,:`.;T./ ................ ••........................................ .. t / 1 Location-Address or Lot No. -----•-••f�=._.�..- -'__� . -- ....-•------------------------•-------...... ----•----- ---...........--------•-•-•.... Address................................----........ W .... fTN r a — .......................................•........... ....• - .. ..- _................... ........ Installer Address /� /5� . q Type of Building Size Lot............. ........................S . feet Dwelling—No. of Bedrooms.........,-?..............................Expansion Attic ( ) Garbage Grinder (flld) p I Other—Type of Building .... :.............. No. of persons............................ Showers w( ) - Cafeteria (/) Pa Other fixtures -----------•••• ---•••••-•••••....................•-••-•...... W Design Flow.............__. .....................gallons per person per day. Total daily flow..........: :-�.�..Q....................gallons. WSeptic Tank—Liquid*capacity� ...gallons Length. .............. Width.y..t..... Diameter................ Depth...` x Disposal Trench—No..................... Width....................Total Length............ ..... Total leaching area....................sq. ft. n .-: .... .Diameter... --.--..... Depth below inlet_��:.::s... g q. Seepage Pit No..._..�f:. .. ...__. Total leaching area__:___.__....s ft. Z Other Distribution box (A Dosing tank (-' ) � f '-' Percolation Test Results Performed by...f ....�'L rr .�-1..0 Date..:.. ....-.�*`..-.....•...... --... ,�j Test Pit No. 1................minutes per inch Depth of Te`st/Pit.Z�............ Depth to ground water../;A)-••-••------- Test Pit No. 2................minutes per inch Depth of ,Test Pit.................... Depth to ground water........................ •--••-----------------------------------•-----.....................---•----......---...........-----......................................................... 0 Description of Soil........................................................................................................................................................................ x U •••----•••••-••--••••-••••-•...•••-•••-•••...-•-•---•-----•-••••-•---••.................•••-...-•••--•-•---••--••-•--•-----••-•••----•••-•-••.....•••-••••--••-••-•••...........----•---•-•-•-•--....... w .............. .......•-----•---••••--•-••••••••••••--••-•••--•-•--...••••••••--••••••••-•-••-••-•-----•-•-••••-•••••••-••-••••-••••---••-•••--•••••-•-•••-•--•-••....•-•-••-•-.........-•--••••-•_..... UNature of Repairs or Alterations—Answer when applicable............................................................................................... Agreement: The undersigned agrees to install the afore cribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanit y Co —Th u e _ o p urther agrees not to a stem in operation until a Certificate of Compliance has is the a I h. J igne _.. •-• -----•-•...---•-•---•--•-•---•---•--•----......-•-... •.. Application Approved B " Date Application Disapproved for the following reasons--------------------------•-•--•---------...---•-----------------------•-----•------•-••-••-..........••..---•-- .....---•-•----------------•---------........-------------------------•-•-----•---------•-----•---....._.----------•--•-•--------------...-•--------------------............---•-•-•-•-•-••-••-•-•...__. Permit No... . �.....-- - _.._ Issued-------------------------------••••-•----...ate...... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD -OF HEALTH* OF. //ir 1� ............................... ..................t..................................... (Irrtifiratr of Tlautphaurr THISIS T TI�Y, T .................................................................................................................. the ---------•----•---------...---------.........-•--•----•----.........----------------------------•--•--•----------- - / J Installer -.....................................k - has been installed in accordance with the provisions of T 5 of The State Sanitary Code described in the application for Disposal Works Construction Permit Nose.`.--.�._......�...._. dated-------� �--�LF�........... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCT)ON/SATISFACTORY. DATE..... l %%!.S' .... -•----------. Inspector Yt '1..................................................... ------------- A- THE COMMONWEALTH OF MASSACHUSETTS FT rK-- BOARD OF HEA TH � ���"- '� .... . ................. FEE ... Disposal Works Tnnutrnrtion lerutit Permission is.hereby granted....... G G7 o......�.................•---------------------•------•-----•----..•................ - - to Construct`( f ) or Repair,��) an Individual Sewage Disposal System 1. as shown on the application for Disposal Works Street J pp p ks Construction Permit N(X _ Dated....��2.......................... ="- '' '...`.f_ _ .......................................................-- 1- 0•...•••.'. .V-. ... Board of Health DATE-------•••- .---•••......... --••-=•.......-••••••• FORM 1295 -A. M. SULKIN, INC., BOSTON , f � ; 11 �..'� 5 r � F �.` 4 .`� {��.' � 4 -. � f � ►l ' r l s « 0 o JACJ Q, n �o 7- _ 8z So , Fy W 'U ZZ h PRpr�pAf DT 8� eI _ 90 YZ FN S 90 9y prVD � T 9� '76'6 AM L. 9-Z: .S y R.sER ,,TOP OF.FOUNDATION CONCRETE COVER CONCRETE COVERS 4"CAS IRON 12"MAX.r »mr�*nnn�rr�, ,•; OR SCHEDULE 40 A SCHEDULE 4�0 P.V.CJONLY) P.V,C, PIPE PIPE- MIN. LEACH PITCH I/4"PER.FT PITCH.1/4 P.ER.FT. e.� PIT . PRECAST ,' INVERT io" � a < LEACHING '•• EL. ,jX,�y INVERT INVERT e•;' PIT OR �'• SEPTIC TANK DIST. w EQUIV. .•e INVERT; EL..g :�3. BOX ELZ/X1l >_ :�? . .t44o..... CAL. 71.. L. INVERT. .� INVERT •W a. w � :;i; 3/4"TO I IA WASHED STONE 22 —►��-6 DIA. /D' DIA--- PROM LE OF GROUND WATER TABLE SEWAGE DISPOSAL SYSTEM NO SCALE SOIL LOG' WITNESSED BY : DATE MAy 9 f 986. TI,ME..... .. .... . l�1� ,/1;i�c _'.'�-� . . . . . . . . BOARD OF HEALTH j TEST HOLE I . TEST HOLE 2 , ENGINEER ECFV..g3•03. . . . ELEV..,FQ-.1.1. .. . Lo r DESIGN DATA : 3'. F NUMDER OF BEDROOMS TOTAL ESTIMATED FLOW GALLONS/DAY rd BOTTOM LEACHING AREA , SQ.FT./PIT SIDE LEACHING AREA SOFT/ PIT GARBAGE DISPOSAL . . (50% AREA INCREASE) TOTAL LEACHING AREA . °>0,4 . . . . . SQ.FT �6 Ile)i PERCOLATION RATE ,Z �Z: 71YAh/, Z . . MIN/INCH 4A// LEACHING AREA PER PERCOLATION RATE .. SQ.FT. ,.WATER ENCOUNTERED / 1 NUMBER OF LEACHING PITS . . . . . . . . . . . . . . . . . BOARD OF HEALTH ,yi'•?. . . : . ,� (Si 7FFY�APPROVED >✓.t� f • • DATE. . . • AGENT'OR INSPECTOR OF k4p •h 814 PETITIONER �? '?�G X. 7 F MARSTONS MILLS LEGEND PROPOSED CONTOUR D 210 00' 98 PROPOSED SPOT GRADE LOCUS: m EXISTING CONTOUR 341 ROUTE 149 —` - °j + 96.52 EXISTING SPOT GRADE � v W— EXISTING WATER SERVICE �J SOT 2 � TEST PIT to � L - ', F4- AREA = 46150 sf+— PLAN BOOK 203 PAGE 53 f \ ASSR MAP 79 PCL 354 ��z _ i rP-I 1 �Z3oa �469a LOCUS MAP o � N ° r EXIST. 1,000G LOCUS INFORMATION `i 2lo LEACH PIT )`� � �� TITLE REF: 8K 4154 PG 174 ` �, � 60 PARCEL ID: MAP 079 PAR. 035 58- /C YO0 EXIST. 1,000G SEPTIC TANK O' SEPTIC SYSTEM ao . ---------- - -62 REPAIR PLAN ---��' _ LOCATED AT: L i"�� -'-------------64 0"w"7 %��' 341 ROUTE 149 66 MARSTONS MILLS, MA 68 PREPARED FOR PETER WINFIELD s58 ' G uFS�G� / \/ NOVEMBER 20, 2015 Off' E 4 , 59 - ,' Q 60' ,' �' ��\ '°� � � �.�� OF MASS BENCH MARK * 62" DARREN M. PAINT SPOT ON \ Y SONO-TUBE 64'\ \ i 14 58.84 USGS DATUM ASSUMED 70 qE6/$TES 66 --------� - 7 %5h9�/< `4NIT00' •�A I)� 68 MEYER & SONS INC. P. O. Box 981 PLAN 70 / E. SANDWICH , MA 02537 SCALE: 1 in = 30 ft a PH. (508)360-3311 0 30 60 fax (774)413-9468 meyerandsonstitle5©gmail.com 0 10 20 30 60 www.meyerandsons.com 0\� SHEET 1 OF 2 J 1491 i TOP OF FND. NOTE: PLACE MAGNETIC MARKING TAPE OVER ALL COVERS EL: 65.92 BRING ALL COVERS TO WITHIN 3" OF FINISH GRADE FINISHED GRADE (85.0) F.G.EL: 58.8 F.G.EL: 58.79 F.G. EL: 57.80 i 'A MAINTAIN 2% MIN SLOPE OVER LEACHING AREA 2" OF 3/8" DOUBLE v WASHED 3/4" - 1-1/2" F.G.EL: 57.59 STONE OR FILTER FABRIC . DOUBLE WASHED STONE A 6" 4" SCH 40 PVC 10"1 6' ®®®®• O ®®®IH 14" © S= 1% (MIN.) ®®®®®®®®®®® A' TEE'S ARE TO BE INV.55.60 F ®®®®®®®®®®® 4' SCH 40 PVC 2 E F. DEPTH ®®®®®®®®®®® INV.56.25 I NV.55.40 4' 2 X 8.5' 4' BAFFLE LE PROPOSED DB-3 EFFECTIVE LENGTH = 25' EXISTING OUTLET DISTRIBUTION BOX INV. 56.50 (H20) INV. ELEV.= 54.15 EXISTING 1 ,000 GALLON SEPTIC TANK GAS BAFFLE TO BE INSTALLED ON ����` OF 9 , BREAKOUT OUTLET TEE AS MANUFACTURED BY �`� cy TUF-TITE, ZABEL, OR EQUAL D REEN M. TOP CONC. ELEV.= 55.15 ELEV.= 55.15 NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING \ 0 1 4 INV. ELEV.= 54.15 rIES3 ®®®®®® PIPE INVERTS PRIOR TO CONSTRUCTION 2) D-BOX SHALL BE SET LEVEL AND TRUE TOG/$TES ®®®®®®GRADE ON A MECHANICALLY COMPACTED SIX SA \� BOTTOM EL.= 52.15 ®®®®®®INCH CRUSHED STONE BASE, AS SPECIFIED IN NITAR 3.75' 5 FT. 3.75' 310 CMR 15.221(2) i '�/O )3 REPLACE EXISTING 1 000 GALLON SEPTIC TANK I EFFEE WIDTH = 12.5' SEPARATION 5.60 FT. WITH 1500 GALLON SEPTIC TANK IF FAILED, SEPTIC SYSTEM PROFILE DAMAGED, NOT H2O LOADING, OR UNDERSIZED. 4) INSTALL INLET & OUTLET TEES W/ BOTTOM OF TESTHOLE EL: 46.55 4 SOIL ABSORPTION SYSTEM (SECTION) GAS BAFFLE AS REQUIRED (500 GALLON H2O LEACH CHAMBER) GENERAL NOTES: DESIGN CRITERIA **NO PROPOSED INCREASE IN FLOW** 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL SOIL LOGS :P# 14886 NUMBER OF BEDROOMS: 3 BEDROOM DESIGN BOARD OF HEALTH AND THE DESIGN ENGINEER. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS DATE: NOVEMBER 10, 2015 SOIL TEXTURAL CLASS: CLASS I (0.74 GPD/SF) OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE DESIGN PERCOLATION RATE: <2 MIN/IN LOCAL RULES AND REGULATIONS. SOIL EVALUATOR: DARREN MEYER, R.S., CSE #1614 - WITNESS: DAVID STANTON, BARNSTABLE B.O.H. DAILY FLOW: 110 G.P.D. X 3 BR - DESIGN FLOW: 330 G.P.D. 3 TOEI INSPECTIAGE ON AND AND APPROVAL SPOSAL BY THE BM SHALL OARD 0 CHEEALLTTH PRIOR THE GARBAGE GRINDER: NO (not designed for garbage grinder) DESIGN ENGINEER. 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING SEPTIC TANK: 330 gpd x 200% = 660 gpd, USE EXISTING 1,000 GAL. SEPTIC TANK FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN Elev. TP-1 Depth Elev. TP-2 Depth ENGINEER BEFORE CONSTRUCTION CONTINUES. 58.10 0" 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. A F 58.05 0" (330) = 445.94 S.F. A LEACHING AREA REQUIRED: 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF LOAMY SANG ( LOAMY SAND 74 10YR 3/2 tOYR 3/2 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF , HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 57.10 12" 57.05 B 12" USE TWO (2) 500 GALLON (H20) PRECAST LEACH CHAMBERS W/ 4 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. B LOAMY SAND i STONE ON ENDS & 3.75' STONE ON SIDES: 25' L x 12.5' W x 2'D 8.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED IOYR 5/8 LOAMY 5/8 BOTTOM AREA: 25 x 12.5= 312.5 SF TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE 54.18 47" 54.23 46" SIDE AREA: (25 + 12.5) X 2 X 2 = 150 SF THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. PERC 0 EL. 52.7 C C TOTAL SQUARE FEET PROVIDED = 462 vs. 445.94 REQ'D ` 10. EXISTING LEACHING TO BE PUMPED, CRUSHED AND REMOVED PER TITLE 5. MEDIUM SAND MEDIUM SAND REMOVED ALL SPOILED SOILS AND REPLACE W/ CLEAN MED. SAND PER TITLE 5. 2.5Y 6/4 2.5Y 6/4 DESIGN FLOW PROVIDED: 0.74(462 S.F.) = 342.25 G.P.D. vs. 330 G.P.D. req'd 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION PROPOSED SEPTIC SYSTEM UPGRADE PLAN 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY " AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY 46.60 138 46.55 138" 3 4 1' ROUTE 149, MAR STO N S MILLS, MA 13, NO PRIVATE WELLS WITHIN 150' OF PROPOSED LEACHING. 14. NO WETLANDS WITHIN 100' OF PROPOSED LEACHING. PERC RATE <2 MIN/IN. ("C" HORIZON) Prepared for: Winfield 15. ALL PIPING TO BE 4" SCH 40 0 1/8-/FT (UNLESS SPECIFIED) NO GROUNDWATER OBSERVED Engineering and Survey by: SCALE DRAWN • I, Darren M. Meyer, R.S.. CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017 MEYER&SONS,INC. N.T.S. DMM to conduct soil evaluations and that the above analysis has been performed by me consistent with the PO BOX 981 requirements of 310 CMR 15.017. 1 further certify that:I have passed the Soil Eval. Exam in October, 1999. EASTSANDW/CH,MA02537 DATE CHECKED SHEET N0. 508-362--2922 1 1/20/15 DMM 2 of 2