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0140 BRACKEN FERN ROAD - Health
140 Bracken Fern Road, Marston' �---- A= Mills - Lr _ — � � � I, C ti r No. )_4I��` �� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 4plitation for 30isposal *pstrm Construction 3pPrmit Application for a Permit to Construct wK Repair(&)-Upgrade()_Abandon( ) ❑Complete System *dividual Components Location Address or Lot No.14,10 16r,46krge i 101W Owner's Name,Address,and Tel.No. Assessor's Ma /Parcel �W"if G A//'/i u//.���1W� P 0 ^0 2 3' 1 ?� Installer's Name,Address,and Tel.No.,f'D 8-/!20•-qI]f Designer's Name,,Address,and Tel.No_$100 o�ys_cp 0_1 B�/'Y'ds r yip` �500-5' z vc O G 2,4 Type of Building: Dwelling . No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Cther Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 3 30 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) !T" z U L 4: 1/ �J/J/m�1 & > Z/O A"i/• Cihrh 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. Si ca~ed -Q/ Date Application A-jproved by IN& k-A ALP Date o! �- Application Disapproved by Date for the following reasons i Permit No. a-. (�_� 01 Date Issued � ?— l No. _ fi U Fee DUB M I THE COMMONWEAL tP7 MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS es 2pplication for Misposal 6pstem,Construction Permit Application for a Permit to Construct(4,K Repair(4-r`Upgrad �andon( ) ❑Complete System individual Components Location Address or Lot No./qo Sr1#ck411 �44 -1 l2 Owner's Name,Address,and Tel.No. f1 `LliarSlo�s rl�li%/1' G Eris uiiSL-�r��1 Assessor's Map/Parcel d -0281 Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.5W 0-3�2_292 Z '4 I` Type of Building: Dwelling No.of Bedrooms S' 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 3 3 U gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil ~ �� N Nature of Repairs or Alterations(Answer when applicable) 13d� za Date last inspected: t f . 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. z Simfmd Date Application Approved by `M.��`'�' _ Date f1 /�?-- Application Disapproved by Date for the following reasons Permit No. Zo / _ 0/ Date Issued y --------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,,that the On-site Sewage Disposal system Constructed( L} Repaired(Ga- Upgraded( ) i Abandoned( )by 1/dtel�l� at l y0i^isi% i,=y sue! �1i/, o //�� has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. o J 1-(CIF dated 6 1 h Installer �bs{,rp�i piapNOs' Designer F T � #bedrooms e3 Approved desi n flow 37V gpd The issuance of this permit shall not be co strued as a guarantee that the syst'm will functio d' ' d. "bite / _ J 2�_ Inspector No. �0 /1.��`,�1 _ _ .. Fee SOU THE COMMONWEALTH OF MASSACHUSETTS P13J BLIC Imo; LTII DIVISION-BARNSTABLE,MASSACHUSETTS Misposal *pstrm Construction Permit Permission is' ereby granted to Construct(�_ Repair(6-1- Upgrade(e—) Abandon( ) System located at g 6q,'I / �O l2ia�•sTo�r s dLt./�s' and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with I Title 5 and the following local provisions or special conditions. i Provided:Construction ust be completed within three years of the date of this permit Date ( 1- Approved by /�1 Town of Barnstable oa TMe ' � Regulatory Services Thomas+ F. Geiler Director 9 I ' 3HRNSIAHLE. 9 IWAS& Public Health Division Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 503-362-464=-1 y Fax: 503-790-6304 Installer & Designer Certification Form Date: "Lk Sewage Permit# v I -- 48 Assessor's MaplParcel_q_�4 Designer: W`{L� �'bh5 t�►nC Installer: c o eA� Address: F0 k 6U address: .S ,owtcu W 4: 4J2.6_3� On /9a2 �Sio�h U-ot�f was issued a permit to install a (date) (installer) pp septic system at BRACk tJ based on a design drawn by (address) Do_"-Y,AkA, M W 2S dated 0(0 16`l 7/ (designer) X 1 certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation o-'ti`= distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or anv 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. OF Mgss9Cy o DAR, N IM .� A 1 —' (Installer's Signature) 114 'FfGISTE�`� SANITAR�P� (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNS rBLE UBLIC HEALTH DIVISION CERTIFICATE OF CO!NIPLIANCE 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 3-26-41doc TOWN OF BAR STABLE LOCATION /�/0 lr���s�i'J ,, SEWAGE#?Q VL?LAGE!'11,�?/' 1Q/iI� ASSESSOR'S MAP&PARCEL low- 1,2� INSTALLER'S NAME&PHONE NO. S� �►`20-973Sc/OS '�i �G��i'a'Of i SEPTIC TANK CAPACITY /000 LEACHING FACILITY:(type) :2-S00 (/rya(/6���size) NO.OF BEDROOMS 3 OWNER efG�riS a/1SEll�lr�l� PERMIT DATE: 6-/f --/2 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 onr 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 �'�/ / &Wcjkowle�g w /2assc� E 0 � TOWN OF BARNSTABLE l � 4 LOCATION Z&-t` te-w,/" SEWAGE # VILLAGE &1:e ill/'___ ASSESSOR'S MAP & LOT t)y2—Qg INSTALLER'S NAME & PHONE NO.LX SEPTIC TANK CAPACITY . ® LEACHING FACILITY:(type) PV4- (size) t cj o o 'NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER � L / C`BUILDER OR OWNEReg.�,ti p Ll DATE PERMIT ISSUED: DATE COLIPLIANCE ISSUED: VARIANCE GRANTED: Yes No i�r'r¢C.I�,ec� r�"� � w �,j b �� �Ia��s � v�� �� ��� �� I' .,.e .�,. �� I Town of BA mstabie P#_1- 3 Department of Regulatory Services • ' Public Health Division Date Ab 1639 tee$ 200 Main Street;Hyannis MA 02601 71 Date Scheduled % 1 , / Time _ Fee Pd. oil �5urtahality Assessrne ct for Sewage Disposal l flPerformed By Witnessed By: i LOCATION & GENERAL'INFORMATION Location Address LOCATION P)9.�Cr-M �-." -� Owner's Name �j°l�aS W I l�yt/L1�`� • e� l t.S '""T I Address /� �� I Engi Assessor's Map/P4rcel: Q neer's Name ��y '� " '�''��-✓ NEW CONSIRUtON REPAIR I Telephone# 0 �, 1 i d1R2 Land Use I�(��N� /���/�'y� Slopes '�(%) -/ ,q �• Surfaco Stones Distances from: Open Water Body� ft Possible Wee Area_Jdd1_ft Drinking Water Well i Drainage Way 1 ft Property Line 7Ib -ft Other ft SKETCH:(Street name,dimensiods of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) 1 111.00 I NI ' USG``Gpl O wl TI " < 00.1VEWpY i ppVEO z 151.1.000 GAL . 'cpTE m \o a o aching \ E ep (see note 10) �0�2 , �xa �a h ; rEPQTI `46 / o nti h hr zsoo• Parent-material(geologic) `' Depth to Bedrock _ Depth to Grouudwatdn Standing Water in Hole: r N A i Weeping from Plt Face -- _; Estimated SeasonalVigh.Groandwater laI i ,p `E� y ATION FOR SEASONAL HIGH'WATER T0LE Method Used:. I Depth Obperved standing in obs.hole: In. Depth to Sol]mottles: n.In Depth taweeping from side of obs.hole: i in. ©roundwacr Ad)uettnent i ! _ A .Actor.�.._.�•- Adj.drnundwaterl evcl,,,,� Index Well#_ Reading Date: Index Well level - dl • PERCOLATION TEST . Date Observation I Time lit 9" �. ..--- Hole# . Depth of Pere —SO / Time at 6" -- Os I Time(9"-6") -- -- Start Pre-soak Time-0 End Pre-soak Rite MinJInch X Additional Testing Needed(YIN) Site Suitability Assessment: Site Passed Site Failed: bservation Hole Data To Be Completed on Back Original:.Public l;elth Division O --- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one (I weak prior to beginning. l 1 • } 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 prr` S'r rH lv k Srr— 3V rl Loarrr 10YA5 f rcr 2•SY��3 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) D�-S rr f� � Q� ✓� '' '►3 �04 .00thal 3`t''--1 fS`` G f�cJ� 2•Sy ��3 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 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 F t Flood Insurance Rate Map: i Above 500 year flood boundary No— Yes Y__ Within 500 year boundary No Yes. Within 100 year flood boundary No v Yes Depth of Naturally Occurring Pervious Material Does at least-four feet of naturally occurring pervious material exist.in all areas observed throughout the area proposed for the soil absorption system? ' If not,what is the depth of naturally occurring pervious material? Certification I certify that on (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 require ining,expertise/and //experience described in a10 CMR 15.017. Signature Date Q:\SEPTICIPERCFORM.DOC a, No..�t.i�:. �./.--- F�s....7 .......... THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH 6 ..................OF.... Appliration for Dhipati al Works Tututrnrthin runfit Application is hereby made for a Permit to Construct (K) or Repair ( ) an Individual Sewage Disposal System at: 44 ----....-- ......... ................................................ -•--.••-- ---------------------------- Location-Address or Lot No. •-----------•--------- ._-•-- !� + .-.�� ?e�c1 �[t... `!! .....RV............................................... Owner ISO ' �✓ $ PJA Address a --------- i-•-...._ _- .......................................................... Installer Address UType of Building Size Lot... ��'/7--------Sq. feet Dwelling—No. of Bedrooms......Vhne em.........................Expansion Attic (JV0) Garbage Grinder NO) a`4 Other—T e of Building ............... No. of persons............................ Showers YP g ---------•-•--•--•-•--•---•---•--•---------P--- ( ) — Cafeteria ( ) dOther fixtures --------------••-• -•-•--•-•-----•--------------•--...-•----•---••--•---•----•-•-••----•-------•--•...........•--- W Design Flow..................................56...gallons per person per day. Total daily flow.............-:...._.......33C.......gallons. WSeptic Tank—Liquid capacity.[ -gallons Length..S.'_b.. Width.-4.+-.1.�`--t-- Diameter_--........... Depth.S'_k.' x Disposal Trench—No. .................... Width....................... Total Length.................... Total leaching area....................sq. ft. s Seepage Pit No...-QCi--------- Diameter......i.6......... Depth below inlet-.....i-.......... Total leaching area...r-25.7...sq. ft. z Other Distribution box (X) Dosing tank ( ) aPercolation Test Results Performed by.......-s�1.....Jia.csalt........................................ Date....�_72-5=8'8............. Test Pit No. I--..4---.----minutes per inch Depth of Test Pit..-.49........... Depth to ground water..---.......... f34 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water o ----------•------------ - • . ---------------•---•----•...-----------------•--------............................ . °....... ---- - ------ - Description of Soil...... _- .__.___lo,�_.._ rrL.. � ri_i S7EP_t•JEhI-- `�� V .....--••--•-•-•----••-•-••--.........a:� l .....on e4 U"L...San Q--......-•------...--•----•------•-•----------------•------------•----•-••........ ALLYN SON •----•----------------------------•• ----•-......-----•--•---------•--•---------•-•-------••.------------------------....-----------------------••------------------- -....NoLM716- U Nature of Repairs or Alterations—Answer when applicable----------------------------------------------------------------- ` f i 3 o ------------•------------------------------------------------------------------------------------------------------------------------------------- •- Agreement: A The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in acco ance with draf t. the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the "0/127 system in o"eration until a Certificate of Compliance has been issued by'the board of health. _ Signed ------- - - -------- ................. r�� Date -- Application Approved B ' Pp pP Y *... L7 Date - - Application Disapproved for the following reasons: .. ---------------------------------------------------------------------------------------------------------------------- --------------------- ----..........------------------------------------------------------- ..................-------------------------- --------------------------------------- Date PermitNo. --------- `��� ------------------------- Issued ..................--------- -- -----.---- . -- --... Date .r _1 THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH I-Uwt'1..................OF......��*coal• G �e:................................_......_...._...----- Appltration for Disposal Workii Tonstrurtion Prrutit Application is hereby made for a Permit to Construct (K) or Repair ( ) an Individual Sewage Disposal System at: .......... . --------•---••........................ ..................... Location-Address or Lot No. .................... ............ ..................................._ owl Igo b�,fi J�Jf I �' Address tr........... etr:_.:_ .... /tPa S. �9�1 /�3�--------•-----•------------•-----------------------------• Installer Address dType of Building Size Lot...i4__4 47....._..Sq. feet U Dwelling—No. of Bedrooms...._DAr^�=�.........................Expansion Attic (AQ Garbage Grinder (VO) Other—Type of Building No. of persons............................ Showers — Cafeteria Q' Other fixtures ................................................................................... W Design Flow..................................-'r-.`:.___.gallons per person per day. Total daily flow......................... .......gallons. WSeptic Tank—Liquid capacity 1COx?.gallons Length. `:. 1a.... Width.4":'b_.. Diameter---_._-=n.... Depth.-5- x Disposal Trench No..................... Width....... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No....Pn�-------- Diameter.....!_(>......... Depth below inlet............... Total leaching area...--`K7....sq. ft. Z Other Distribution box (K r Dosing tank ( ) aPercolation Test Results Performed bY-------_J.....� .�:c� .l................�..._.._......_......... Date...$_"� ........................ Test Pit No. 1....�........minutes per inch Depth of Test Pit.....-5.._...._._. Depth to ground water..........—' ........ f= Test Pit No. 2................minutes'per inch Depth of Test Pit.................... Depth to ground water.-_ ...0. OF P4 ------------------------------•---...._.................................---•-•••.............••.................................... �`. O Description of Soil.......I_..+.�?Y....).fir► - � c -----•----•----•---------------------------•-••- U ----•-•......... ... �u,t3 ,asEric.!....-•------------------- ------ ------ ----- ------ ------------ ..... U ikEEYi�F W ••-•----••-•------------•------------------------•-------•--......................._---......_..----------------......--------------------------•-••............--•.•----- .....WILSON... U Nature of Repairs or Alterations—Answer when applicable.................................................................. No.30216� ............ Agreement: i A The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in acco uvi4o the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the ii•/. system in opera ion until Certificate of Compliance has been issued by the board of health. v` �- -----"----"---- Signed ' . �,.-------- -6 •f�—,e -'e? Dale ApplicationApproved BY --------- -�^� � � -- ----------------------------------------------------------------------------- ----'I -�} C �'' /Da[e Application Disapproved for the following reasons- ---------------------- ----------------------------------------- ------------ -- - --------- -------------------------- .......... . ... ........................................... --.........---------.............--------------.......-- Date Permit No. .... .Z__.651................................ Issued .............. - --- ----.......-----------...----- .....------------------ Dare I THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH C11ertifira e of Comlifinuce THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( t_ ) or Repaired ( ) bG' . 7" , " C � +,5a* .. .........................- --.- ............................... .y.. -. .._... atP;:-. -¢'.... . Ser+ � � �" (Y..... eaV Instal.- s 1. s 3 d"N`g 7.......... 4.5--------------------- has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described 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 WILL FUNCTION SATISFACTORY. DATE. ...... . .. . .. ..................................................... ........... Inspector .:................................................................................................ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH N.9.�S!.......... FEj7.5:. .... Permission is hereby granted......... . .....C.. c •---••-•,-•----•Z :- . -•---- .......•. to Construct (�r Re air ( ) a Individual Sew�e Disposal stem at116. ............................... �ztl a2:".. .�.. ---'----�----'/ .�a-----'!---'�`'-'s.`----........................ Street_ as shown on the application for Disposal Works Construction Permit 769'.—4, --------- Dated.......................................... = ------------------------------ •--------- •......... f� D Board of Health DATE......................�"---°------------------...----.......----•----........ FORM 1255 HOBBS & WARREN. INr,., PUBLISHERS I!I t t' I .. •- 4 J �,r - f 1 r 1 -�./- .. :t, f hh s, "/V 0.47".4 s L 3 PAP D4%tom✓,c4�(�/ �• ' //o X 3 _ 3',�D �.%?/.7.: ... . � Z�� �. N 0 �7 , a/5�sdL Pir--u �i)' Iuoo �4L,L Pit- �z d4. /70 s. ;N .� tea. 79 s )= . . .. .... .. 77 Tbnk y Fro w = 330 1394 I R c. rE /•h✓. Z Min/. a� OF Of STEPHEN 'yG go ROCHAROi. ALLYN M c A y WILSON H u BAXTER v> No.2404a ; No.30216�Q� J' � aoQ• ,:.I`:....... ONA de tare �yc aco�i'-'&A/ . G,�i✓t//��/ro.-P�.O.�: &5r44-4—Pe- C '-R/some 3a Su�3�cy(r ( i�., pisr. � vsro� /boo •. /.sue✓. .• gOX SZ,In SEPr>G ' 82,i3 �• y �t/�45�1aE0 : /IOVK /'w.. i �►+ t'/�D _-may yp '. 87,z ez. /ALL G'E.GT/F/FO JAG OT"' PL:Q�t/ ' : 2 }'-'c� z�-' LoG,�T/osi ��STb,.✓S Ali[-ems egg �p"r�S,Ep �E.�r/�Y Tfr�.4T"THE Focl�/o gr�'c�/SHGWI V /. . VV O �6., 0.7 f � ,yE,�Eov c'o.�l��.Y•S Wirx/>,yE Si��',ti�� B.�xr�,e , mo.fETI�/�LY_ Ti`/ .��QV/PEit'J�iNTS O� ,C�E6/.STL�.G�c=O�-�trvo.SU.er/E�ioPs S ' ' � ., 7//!t�4�it! /.t /t/Op•-6.QjEp o/v.4,v/iY.ST,tz-- j '-•�. • , ; . � . , ' _ . To E'S.Tt�G/,Sy.�oT.G//YF� T!� USE�� LEGEND MARS`fONS MILLS PROPOSED CONTOUR " PROPOSED SPOT GRADE EXISTING CONTOUR Q + 96.52 EXISTING SPOT GRADE WA(Eg`l FT i+ ---•W— EXISTING WATER SERVICE TEST PIT �3 P40 p0 'pOF'L f 0 50 C) D ii 112.00 ft LOCUS 0 N �— 51 BENCH MARK D � / CONER OF CONC LOCUS MAP m / BULKHEAD CORNER ELEVATION = 51 .51 LOCUS INFORMATION USGS DATUM ASSUMED z I PAVED DRIVEWAY �� TITLE REF: 11609/123 28.43 r i� PARCEL ID: 042/028 ft \ //WATER GATE so SEPTIC SYSTEM EX15T. 1 ,000 GAL � � REPAIR PLAN w� . r S LOCATED AT: EPTIC TANK 140 BRACKEN FERN RD. .0 ro MARSTONS MILLS, MA 0 \7N PREPARED FOR �p n — WI SEM AN ZN Z Z C) / z Exist. Leaching JUNE 16, 2012 O � � (see note I O) 51 2v OF i /� c ! LOT IT T 40 rt,l L ner A REN�M I . # '7M./ o MEYER AREA = 11517 sf + — a No. 1140 0 Yat MNI TA%\P� PLA N ~`2500, Z 10�'.g2� SCALE: 1 in = 20 ft rt o MEYER & SONS, INC. P.O. BOX 981 �. EAST SANDWICH, MA. 02537 M (508)362-2922 ` SHEET 1 OF 2 J 1404 • r r ELEV. TOP FOUNDATION NOTE: METAL RINGS AND COVERS TO GRADE OVER ALL COMPONENTS rQ (Existing) FINISHED GRADE (51.6) 52.26 �F.G.EL: 51.5 F.G.EL: 51.6 F.G. EL: 51.6 VENT . MAINTAIN 2% MIN SLOPE OVER LEACHING AREA 2" OF 3/8" DOUBLE WASHED 3/4" - 1-1/2" • . # STONE OR FILTER FABRIC :A 6» DOUBLE WASHED STONE 71. 4" SCH 40 PVC 10"i ®®®®• O ®®®E3 14" i 6 ® S= 1 (MIN. ®®®®®®®®®®® ?' TEE'S ARE TO BE INV.47.45 ®®®1®®I®®®®®® :r 4" SCH 40 PVC 2 EFF. DEPTH ®®®®®®®®®®® INV.47.85 I NV.�7.28 4' 2 X 8.5' - 4' GAS PROPOSED DB-3 = EXISTING OUTLET BAFFLE. DISTRIBUTION BOX EFFECTIVE LENGTH 25' INV. 48.10 INV. ELEV.= 47.13 EXISTING 1,000 GALLON SEPTIC TANK OF GAS BAFFLE TO BE INSTALLED ON ����` Mg PIPye" BREAKOUT OUTLET TEE AS MANUFACTURED BY �TUF-TITE, ZABEL, OR- EQUAL DARI E �, TOP CONC. ELEV.= 48.1.3 ELEV.- 48.13 NOTES: 1 CONTRACTOR SHALL VERIFY ALL EXISTING o- 1140 INV. ELEV.= 47.13 ®® PIPE INVERTS PRIOR TO CONSTRUCTION ®®®®®®® 2) D-BOX SHALL BE SET LEVEL AND TRUE TO ��ST ®®®®®®® GRADE ON A MECHANICALLY COMPACTED SIX SNIT00 ., / BOTTOM EL.= 45.13 ®®®®®®® INCH CRUSHED STONE BASE, AS SPECIFIED IN r/ 1 v 3.75' 5 FT. 3.75' 310 CMR 15.221(2) l7 1 3) REPLACE EXISTING 1,000 GALLON SEPTIC TANK SEPARATION 5.03 FT. EFFECTIVE WIDTH = 12.5' WITH 1500 GALLON SEPTIC TANK IF FAILED, SEPTIC . SYSTEM PROFILE DAMAGED, NOT H2O LOADING, OR UNDERSIZED. BOTTOM OF TESTHOLE EL: 401 GAS BAFFLE AS REQUIRED (SOIL ABSORPTION SYSTEM (SECTION) . 4) INSTALL INLET & OUTLET TEES w/ T 500 GALLON (H20) LEACH CHAMBER GENERAL NOTES: DESIGN CRITERIA I. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL SOIL LOGS BOARD OF HEALTH AND THE DESIGN ENGINEER. P#: 13664 2. ALL WORK AND MATERIALS SHALL CONFORM To THE REQUIREMENTS NUMBER OF BEDROOMS: 3 BEDROOOM OF THE STATE ENVIRONMENTAL CODE, TITLE V. AND ANY APPLICABLE SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF) LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: DATE: JUNE 11, 2012 - 310 CMR 15.405 (1) (B): / SOIL EVALUATOR: DARREN MEYER, R.S., CSE #1614 DESIGN PERCOLATION RATE: <2 MIN IN 1) A 0.47 Fr. VARIANCE FROM 310CMR15.221(7) TO ALLOW LEACHING DAILY FLOW: 110 G.P.D. X 3 BR = DESIGN FLOW: 330 G.P.D. TO BE 3.47 Fr (MAX) BELOW GRADE VS REQ'D 3 Fr. WITNESS: DONALD DESMARAIS, BARNSTABLE B.O.H. (H20/VENT PROVIDED) GARBAGE GRINDER: NO (not designed for garbage grinder) 2) A 5.4 Fr. VARIANCE FROM 310CMR15.211 TO ALLOW LEACHING SEPTIC TANK: 330 gpd x 200% = 660 gpd, USE EXIST. 1,000 GAL. SEPTIC TANK TO BE 16.4 Fr (MAX) FROM DWELLING VS REQ'D 20 FT. (LINER PROVIDED) Elev. TP- 1 Depth Elev. TP-A I r Depth 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 51.60 0" 330 = 445.94 S.F. TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 51.60 A LOAMY SAND 0" A LEACHING AREA REQUIRED: ( ) DESIGN ENGINEER. LOAMY SAND 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 51.18 10YR 31 5" 51.18 1OYR 3/1 5" 4 B FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN. B USE TWO (2 500 GALLON (H20 PRECAST LEACH CHAMBERS W 4' ENGINEER BEFORE CONSTRUCTION CONTINUES. LOAMY SAND I. LOAMY SAND / 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. IOYR 5/8 I' 48 78 1OYR 5/8 34„ STONE ON SIDES & 3.75' STONE ON SIDES: 25' L x 12.5' W x 2'D 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 48.78 C 34" C BOTTOM AREA: 25 x 12.5= 312.5 SF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 1 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. SIDE AREA: (25 + 12.5) X 2 X 2 = 150 SF 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. MED-COARSE MED 8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED PERC • EL. 47.33 SAND i SAND TOTAL SQUARE FEET PROVIDED = 462 vs. 445.94 REQ'D TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. 2.5Y 7/3 2.5Y 7/3 DESIGN FLOW PROVIDED: 0.74(462 S.F.) = 342.25 G.P.D. vs. 330 G.P.D. req'd 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE THE LOCATION OF CONSTRUCTION. ALL UNDERGROUND UTILITIES, PRIOR To BEGINNING PROPOSED SEPTIC SYSTEM UPGRADE P LA N 10. EXISTING LEACHING TO BE PUMPED. CRUSHED AND REMOVED PER TITLE 5. 40 138" 138" REPLACE WITH CLEAN MEDIUM SAND PER TITLE 5 SPECIFICATIONS. 10 40.10 140 BRACKEN FERN RD., MARSTONS MILLS, MA 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION PERC RATE <2 MIN/IN. (-Cl- HORIZON) Prepared for: Wiseman 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY NO GROUNDWATER OBSERVED Engineering by: Surveying by: SCALE DRAWN AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY MEYER&SONS,INC. 13. NO PRIVATE WELLS WITHIN 150' OF PROPOSED LEACHING. I, Darren M. Meyer, R.S., CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017 Soo Tech Am N.T.S. DMM to conduct soil evaluations and that the above analysis Po BOX 981 Iyha hcs been performed by Ev consistent In with the 508 364-0894 14. NO WETLANDS WITHIN 100' OF PROPOSED LEACHING. EASTSANOWICH,MA02537 ( ) . DATE CHECKED SHEET N0. requirements of 310 CMR 15.017. 1 further certify that 1'; have passed the Soil Eval. Exam In October, 1999. 15. ALL PIPING TO BE 4" SCH 40 O 1/8-/FT (UNLESS SPECIFIED) 508.362-2922 06/16/12 DMM 2 Of 2 i r�