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HomeMy WebLinkAbout0011 SAINT ANTON'S WAY - Health Marstons Rii s VA= 031 - 001.020 r L , TOWN OF BARNSTABLE LOCATION ( i Avjon< LZIASI SEWAGE# d'10 V IGE � A(SW -k(g ASSESO 'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. O—AV-w,6L C-JLC p�,-S es LL L 91Z 1l02a SEPTIC TANK CAPACITY ( O 00 LEACHING FACILITY: (type) 5T0nelt55 h ika (size) I t X 7- NO.OF BEDROOMS 3 OWNER 11o�e�� end j��e5 A A PERMIT DATE: G 3 s l 1 COMPLIANCE DATE: Separation Distance Between the: 1 1 Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility O Feet Private Water Supply Welland 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 FURNISHEDBY �d�pQ,,,Ji� tit,�jevl3,6 L..LL I� Fr. r A ;W A% - q4' r - i 2' ® �D � 2 4-7 I A 3 ' � S dLA - �7 �5 �� r _ u V'► � � -�•� Q S" 2G� S a 3 A 1 —3orS� 1 _ 34' No. 90 ' .-..�.. Fee � THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes I— -_ L PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Zipplitatlon for Vsposal 6pstem Construction permit Application for a Permit to Construct( ) Repair(W Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. I N Sdby,f pn funs Owner's Name,Address,and Tel.No. Yh �,213 40 i�v ,' wa•/A Assessor's Map/Parcel 3 I p \ — 'Zt� ,f�1zc Installer's Name,Address,and Tel.No. ,1;."7 b3 Designer's Name,Address,and Tel.No. Z73, 8 3-7 CQf.ew,4 L'h/t� �5�5 0,L Cr�.t2dcrt2� - u�� l �,C... Type of Building: GG Dwelling No.of Bedrooms Lot Size '�O _sq.ft. Garbage Grinder( ) Other Type of Building filn, No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 33o gpd Design flow provided gpd Plan Date �—z—Z,tiLk Number of sheets Revision Date Title Size of Septic Tank [noo S Type of S.A.S. Su,4 YJ y'ZO L Description of Soil Nature of Repairs or Alterations(Answer when applicable) ' (5 I +it n2,IL �( A)-ud n-609- 1U "J 04, (20) 3(0 11 c. Date last inspected: 0 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 al Sign Date Co— 3—7-p t 1 Application Approved by Date eol&71 Application Disapproved by Date for the following reasons Permit No. Q©/J / ! / Date Issued _ ———__— -----_�-- __ ——_—_= —= —__—(o== -_--`------------------------------------ f No. o, / II J Fee TFjE fzOMMONWEALTH OF MASSACHUSETTS' Entefed in computer: PUBLIC HEALTH, Yes - TOWN OF BARNSTABLE, MASSACHUSETTS Yes appYicafion ffor�]Disposal *pstem Coue.tructiodip—am, it Application for a Permit to Construct( ) Repair(kf Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. `\ S4,y,I 13-Y7(a)4 S Owner's Name,Address,and Te_.No. Assessor's Map/Parcel p k 'Z c:� 13 Installer's Name,Address,and Tel.No. (J a 3,r-7 63 Designer's Name,Address,and Tel.No. ! 7-7 3_ a 3 7 7 Cri,.�2.,c,,�l�, AP Cwr �t k//l.,S8} C l c t!''7?`d'e7 -�-' f' l.�t r-`t1 ���� c✓i�)V-1 /P� t Wq Type of Building: Dwelling No.of Bedrooms 3 Lot Size �� 16 sq.ft. Garbage Grinder( ) t Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 33o gpd Design flow provided 3 5 J.2o gpd 6 Plan Date b-Z—Z o t Number of sheets Revision Date w Title Size of Septic Tank (php ( 1 Type of S.A.S. Stine 35 irk tz, Description of Soil Co Nature of Repairs or Alterations(Answer when applicable) W Ty rA Date last inspected: (,ems( ( 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 alth. / Sign Date " 3-7-o t t Application Approved by Date CD 3 J Application Disapproved by Date for the following reasons Permit No. 121 Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sew ge Disposal system Constructed( ) Repaired k4 Upgraded( ) Abandoned( )by L,+Calft t.c�` a— 61W 0/� �) L.,L v - at I � ST- AY) 10A S J A,f 6)?» 11 has been constructed in accordance with the p evisions of Title 5 d the for Disposal kystem Construction Permit No Q0// 7/ dated l0/-3/ Installer pt�,(� �. ( �✓ t 5 `�.L Designer [� ('}ti e�•t,rtc #bedrooms Approved design flow and The issuance of this permitts4alot e construed as a guarantee that the system i I functio a 'gn d.Dat // Inspector --------------------------------------------------------------------------------------------------------------------------------------- No. f) 7 J Fee 0 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Disposal 6pstem Construction permit Permission is hereby granted to Construct( )�,, Repair O�) Upgrade( ) Abandon e System located at . Fi Y I S 1,,, s ! t and 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. I Provided:Construction In st l�e completed within three years of the date of this permit. Date J l 1/ Approved by M 06/07/2011 04:46 5082730367 1t0212 P. 001/002 Town of Barnstable Regulator' Services Thomas F.Geller,Director •" MAN& • Public Health Division en Thomas MWean,Director 200 Main Street, Hyannis,MA 02601 Office; 508-862-4644 Fax; 508-790-6304 Date: (0-1- ; Sewage Permit# "7 IAssessgr s Ma ri rceI3l B( Z o Installer&Designer Certiiicatian Form Designer: SG E�ligtneecivn�, Tipp Installer: Gu wide _1=�1er rtser5 4LC- Address. 2 &5,V Croce HjjI wQ) Address: x 7 �­3 basl wcr .h�w� �H A C253$ 1-t�%A w-e— t/k� 0 26 iz On 6'3'Z 1 ���ecyr'.�u CcZ�f�°7�GS ^was issued a permit to install a (date) (Installer) septic system at 1 1 St. AV,6,,,5 W-a based on a desiin'drawn by (address) dated (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as late:-al relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils Nvere found satisfactory. I certify that the septic system referenced above was installed with rmijor changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocations of-any component of the septic system) but in accordance with State& Local Regulatio:is. Plan revision or certified as-built by designer to follow. Stripout(if req ' nspe.:ted and the soils were found satisfactory. IMOF�I{q- CWL'R:.if L (1 t er's Signal Na i0307 1� 11josigner's Signatur (Affix esx e s ;rlp Here) PLEASE RETURN O BAR .TABLE PLTBLI(C HEALTH DLVISION. t.)uRTIFICATE OF COMPLIANCIE WILL NOT BE ISSUED UNTIL. BOTH TMS 'FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION, THANK YOU. ,i'.al'liru li;nnsld�:igadr�ct�ili�rli�i fYnnduG L T„E Town of Barnstable P# $ Departinent of Regulatory Services 3 �. Public Health Division 200 Main Street,Hyannis MA 02601 Date EO Mlt( Date Scheduled ��� Time Fee Pd. Soil Suitability Assessment or Sewage ' ,f ge Dzsposal Performed By: H(Ck ao( Pityaen`{,( tr 11 c S C Witnessed By: 00-'11214 J)O Marat S 2,S. LOCATION& GENERAL INFORMATION [DCn Address 1 1II f o Yl 5 �y,a Owner's Name P��'t (.�04 S I�l tR�s hn1 tM~11 y Address S1—oQ•v►1a✓i C Ww U r's Map/Parcel.• 0 1 f p0 110 ZO / Engineer's Name �,� ;�;� �j _ �C Ed �e;�„ti5 ONSTRUCTION REPAIR /� Telephone# �l-7 g`� + 50 8-273-0 317 Land Use gi71,i1e (-amt'ty du�tU �, —T_ Slopes(g'o) 1'2_ Surface Stones Distances from: Open Water Body ft Possible Wet Area . Drinking Water Well ft—=_ Drainage Way r ft Property Line .7 10 _ Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes& ff perc tests,locate wetlands{n Proximity to holes) Sec. acw�ecl ��� Parent material(geologic) ou EWoS�1 1 Depth to Bedrock Depth to Groundwater. Standing Water in Hole: _ Weeping from Pit Face Estimated Seasonal High Groundwater 7 i 20«�0 S DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Di:ec-k Obse:uca Voe) Depth Observed standing in obs.hole: > l 2_�' in, Depth to soil mottles: Depth to weeping from side of obs.hole: —Index Well —in, Groundwater AdJustmenk fr.# — -- Reading Date: Index Well level - - AdJ,factor, v_ Adj.Groundwater Level_,: Observation .r PERCOLATION TEST bate 6_1-11 TI.e is M Hole# I • Time at 9" Depth of Penc L Y. y 2 .A i Time at 6" Start Pre-soak Time @ /0:0 8 AM Time(911•6") End Pre-soak l0 y R Rate MinJlnch 2 Site Suitability Assessment: Site Passed E 5 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 DEEP-OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture .Soil Color Surface(in.) (USDA) Soil. Other (Mansell) Mottling (Stnucture,Stones;Boulders. �_� � orrsistency %l3ravrn -z Y - F<<il g L S ---------------- 2q-120 C / _ G S 2`5Yb`6 I6-20% jea-d' /ws DEEP OBSERVATION HOLE LOG Hole# z Depth from Soil Horizon Soil Texture Surface(in.) Soil Color Soil Other (USDA) (Munsell Mottling (Structure,Stones,Boulders: . ongistency.% ra e b Z V L S il�Y� Fit` z�iZa G Gs _ 2,57 /b ,0-20;6 I DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Surface(in.) (USDA) Other (Munsell) Mottling (Structure,Stones,Boulders. i to S DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Sol] Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. o s' ten Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes✓ Within 500 year boundary No L-,'" 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? Y25 If not,what is the depth of naturally occurring pervious material? Certification I certify that on J°'?y (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,expe 'se and perience described in 310 CMR 15.017. Signature Date QAS.EPTIC�PERCFORKDOC rq TOWN OF BARNSTABLE - LOCATION SEWAGE V L' GE�_l v` `� S ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. �-6 SEPT C TANK CAPACITY o 2" `' ry LEACHING FACILITY: (type) G 1�° (size) S NO.OF BEDROOMS BUILDER OR OWNERPERMIT DATE: �d��/D COMPLIANCE DATE: 41 Separation Distance Between the: Maximum Adjusted Groundwater Table and 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) l Feet Furnished by W ' `''^ 5 6 A NOW M a � 0C " 10k � g��1 �AySEWAGE F°ERNIT NO. 145TA LEER'S NAME ADDRESS w►UsS-��s �` itls U I L D € U OR OWN ER keevA6st-e � _ DATE PERMIT ISSUED DAT E CoMFLIANCE 155UED L �i N 340 30 �3 � f THE COMMONWEALTH OF MASSACHUSETTS BOARD 9F HE TH ...... ..........._0F....4�1­.—o0r,.01.0!�_= A ication is hereby made for a Permit to Construct or Repair an Individual Sewage Disposal ema Location'A40fAss o&4,ot No. / �9 owne Address --------_--------------------- ..............6 ......................................................................... 1.4 Installer Address Type of Building Size Lot.,/,2 �'Y'/(T.sq. feet .......................gallons per person per day. Total daily flow- R 1:4 Septic Tank—Liquid capacity Z Other Distribution box ( ) -Dosing tank ( ) �-4 Percolation Test Results,, Performed by '�77/0 elf<:Aler Date..... 1.4 Depth of COest t.. ..en. DepO ground water, Test Pit No I IV. minutes per inch 0 Description of Soil __-_-'-'_---. --_---'------'-_--'--'-'---_-'--''-'--__'____- Agreo'eut: The undersigned agrees to install theuforeUescribed Individual Sewage Disposal Systemin accordance with � the provisions of]�TI U 5 of the State Sanitary Cod —.The undersigned further agrees not to place the system in operation until a Certificate of Compliance has bee u.d by the bo.,' o �he_alth. ------' '-�/--'- ........-.... ' Application Approved By--.-- . �� _______________ ___r _L//_ _____ -`- �..... � ' 6��-' Application Disapproved �rt&x rx�romx' ' '-_--" reasons:.............................................................................................................. � � _----'_-''_-_--__'--_'------__'--'_--.___------_-.---_____-_.--_-'-_-_'-_-_-__-_'-------- � � -.. � Permit � Date ~~—----------------- No. C-.....--- -.. Fizz...... C ........... k THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ,�� f.✓" y ........oF.... ... /' , t .................................. Appliratinn for Disposal Works Tutuitrnrtiun Vrrmi# Application is hereby made for a Permit to Construct ({, ,or Repair ( ) an Individual Sewage Disposal Sys em a ,. .�.-,.�. .lf� Z Location-A ss - Y�^-, or�°t No /) ''':.... ............................. _'`:' '_�,».l ^...^..a,.C'r :........-4;,,xcae.,. �. 'r:�:�.!...t. ........... L Owner Address Wtj Installer Address U Type of Building Size Lots'" . .Sq. feet 1—I Dwelling—No. of Bedrooms........_..............................Expansion Attic (.-dc) Garbage Grinder (14 Other—Type e of Building No. of persons............................ Showers 0.1 YP g ___________________•--_---.. p ( ) — Cafeteria ( ) WOther fixtures ---------------------------------••------------•- W Design Flow.......... . ...................gallons per person per day. Total daily flow..... _ ...................gallons. WSeptic Tank—Liquid capacity�po _gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No.....................Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter................... Depth below inlet.................... Total leaching area.....I............sq. ft. Z Other Distribution box ( ) Dosing tank Percolation Test Results Performed by___ �".jC��"r:<Il (° ... ""-,, :. { ?_ � .fP Date.... . ,.a Test Pit No. 1_�_ ....._._:_.minutes per inch- Depth of Test Pit..._..:.,,._..fr.__ Depth ground water-,,-. . f=, Test Pit No.�w ' _: Iinutes per inch Depth of Test Pit....................... Depth to ground water: r' _ �+' r ---- - .---�. .. .............................................................. O Description of Soil 0 -- r°" l /�� � a` G { . .... .------------------------------ ----� -•---f •'-r �tl '?.:... t'7C P--- t .+' U ' ..................................................... W UNature of Repairs or Alterations—Answer when applicable............................................................................................... --------•--------------•----•---.....------------------------------------------•---......--•---..............--------•---------------------.....------....---------------------------------.........--•- Agreement: The undersigned agrees to install the aforedescribe& Individual Sewage Disposal System in accordance with the provisions of TITLi: 5 of the State Sanitary Code-.The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been'* ued.by the bo of health. Signed_ �9� .. r . — f D to Application Approved BY-_._........ ?..<. ''_ l cV ...�,��.-----•••-••..--- ...... �..----•-•. ate Application Disapproved for the following reasons:..............`:................................................................................................ _ •-•---••------------•---.....----•-------------------------------------••----•---•---•-----•---. >.........................................................--....................................... Date PermitNo....... ^'l .................... Issued-....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD 9F HEA.VH ..........OF.... ...rf? " l:z ........................................... Tntifiratr ,af faumpliam ZLUS IS TO aQRTIFY1 Th t.the Individual Sewage Disposal System constructed (t.-f or Repaired ( ) /, alley .!�* ' . ...............................� at__. J r+ r'i'` --:_.S....•.....--•---------------------••---------- has been installAd in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No-----C1._�r .._.. ._.--- ........... dated_-.....Z �' ----• ---- ��?i- THE ISSUANCE OF THIS CERTIFICATE.:SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM 1NIL UN TION SATISFACTORY—, DATE.. �/ v! .._. Inspector.................................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH , ...............OF ,n!. f _._ t'�.. !.s ........................... No. FEE..... ............... RaposallMor unstr ion "prrmit Permission is hereby granted._' �t C.�...... �... .... ., - -------•------•-•............................................................... to Construct L.1,0 epair ) Indsmi` al Sew ge Dispo y atNo.... .-- +oer., ._I t:: ._/."a- �', . -----------------------------•----•-----------•--•-------------------- Street as shown on the application for Disposal Works Construction Permit No !,= Dated....�:�.c f .................... --_-...................................- 2 S Board of Health DATE.----•••••--�•-....... e45-:._....-•-•---•.....•----...... FORM 1255 A. M. SULKIN• INC., BOSTON w t ; 6 r0 LD 7'� 9, 8 z�tiE T'F R�s�r 3Ts s[:/-tJA rK N INS �y OjX T.616C ' • 5r NVT�,' �ssvMr-v LET /�/�v7E"G7/0A/ �i�'TlLL 'b A 4) o t _ e 4— Z./ t r V. ­ LEGEND EXISTING SPOT ELEVATION OxO CERTIFIED PLOT PLAN EXISTING CONTOUR --- 0 --� FINISHED SPOT ELEVATION 5 FINISHED CONTOUR 0 LOT —/ � ,� � � ir�'� '� NOTE: The location of apy existing undue nd sewerage, --- --- - - -- --- wells, or other utilities shown on this plan is approx- IN imate only as determined from records and/or verbal A ��, rt•r .\ .\ �+ information. .The contractor is responsible for the verification of the existing locations in the field. SCALE, / So DATE / he L/-,`t, I.DREDGE ENGINEERING CO. IN �'z��✓�e'E,e CLIENT. I CERTIFY THAT THE PROPOSED EGISTERE REGISTERED JOB NO. 94 °` 9 BUILDING SHOWN ON THIS PLAN CIVIL LAND CONFORMS TO THE ZONING LAWS JA MM R DR,BY .A/ OF BARNSTABLE , MASS yy� 712 MAIN STREET. CH- By' HYAIJNIS, MASS. SHEET OF �DAE REG. LAND SURVEYOR j 20 FT. M/N. N07"47 /F E/TNER THE SEP7/C TANAC OR t ..EACH/n!G PIT ARE MORE THAN /2 BELOW 1RAOE, A 24"VIA M ET.ER CONCRETE COVE.' SHALL BE /91PO&ag7- TO 47MAOE.( AA y EXTRA ' CON,CRCTE , 4'PVC P/PE /y ER V y CA S T /ROW CO NER SIVA L.L DE USED M/N. PITCH I EL- l04.0 COVERS XB r /FIN OR/✓EN/.4y �- PE.Q FT. A / _ Q•I�ADE CC) VER CL EAN .SANG -•a • ; - _ L/Q[/!O LEVEL � . :••;•,. � . - _ � � 4` S NEOOu6�02`LAYER PY.G P/PE t j 0 o O CFA<L. ° • vo I 1 • • • • • • e o40 /+9/N.O/TCI1 ` %4 PE/r r'T S,EPT/C TANK D/ST. 0 4 • • • • • • •e , • WA ShI.EO STYJNE I Bay .�� .- - �• •a D � � iEFFECT EVE � .` • o '3 4 - � �2 - I • DEPTt/ • o WA3t/ED STaN C ifif 7 e o a 7 Fs x 1.0 s a. • . • • • • p o r PREGgS 7-SEF...�4GE lNYe/t'T ELE1/AT/GNS P/T CAP.4CI Ty 548 �"'a / �DAy a •o° r • • • • • � ' s `o P/7 OR EQULV_ • a a EL INVERT AT BUILDING ICJ I O FT. 6 F7 D/AM. o gFT G o FT P1,4 9. t C(sEE TABULATJON, fNLET. SEPTIC TANK _Lo_ , OUTLET SEPTIC 7-AAtk ao ,6 FT. INLET DISTR-1401q/ON BOX 1v .4'FT SECT/O/V OF GROUND WATER TA9LE - OtlTLETD/STRI,�IIT/0I1�64X �oO ZFT. -. - - W4L=7 LEACHI'Mrr A/T !00 o FT SEWAGE O/SPOSA L SYST'EM LEACHIIVG =/T TABIILATlON f DES/GN CRITERIA sCA E : %� O/MENSlON R 3 , FT. D/.y1,ENS l a N $ 62 —FT. NUJNBER of BEDROOMS, 3 DIMENS/ON C .4 F.T. /��JAI 47AR6A6E'DISPOSAL UNIT Ar*-4-E. SQ./L. LOG SOIL TEST TOTAL 330 GAL.�DAY SOIL 7,e57- a! $O/L 7ES7-#2 NU148ER . .- f . E OF SOIL TEST . S OE LEA /NG PER P/T �� SQ PT OT RPSULTS N/17NE5SED '1l co Arlo A/ 6oTTOM LEACif/NG PER P/T D —1 yr �. FT � Gvst.,•yt �-: PERCOLAT/ON IpATE M/NCl/NCH TOTAL LEACH/NG •4REA Z6 sip. FT. Sa/�s �� P�EItCOt-AT/ON RATE lk2 — M1N.^VCH RES6K1iE LEACHING AREA zb MD ��M So/L.7TEsr t'- '/ 79q ZO7 7B ASA '5 77R r ve rEFtT b 1 •e1 "!f F, : tri.. .. .. <[ El-OREDGE ENG/N.EER/A/G C4INC. 71Z MAIN -9 P- ANW5 MASS. G/TOUND YK47t'R ENCOU/VT��EO CL/EN7"�r R��r'✓3'21��.. DAT�• f . GR0UVO Lti/ATER AT ELEI/.' ✓OB NQ. E .n SHEET 2 O� .z. �2 G a y/ TROY WILLIAMS _ 4 SEPTIC INSPECTIONS ��� Certified by MA Department of Environmental Protection (508) 385-1300 19 Hummel Drive 15�0 South Dennis, MA 02660 Commonwealth of Massachusetts Crop 031 t—.Z, )L Executive Office of Environmental Affairs a /v3 De artment of Environmental Protection William F.Weld Trudy Cox* Govwrw /` secretary Argeo Paul Celluecl David B.Struhs LL Covomor CommWbner SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION Property Address: // &:,try �/n �c S W`r/ �r.✓S.�Hs Address of Owner. GG✓'A /ul Z �G Date of Inspection: f/ �,�/�9�, 44111 3 (If different) Name of Inapector,/rro i.7 I Company Name,Address and Telephone Number. C, �, a L RT � S�L ��70 U L CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems. The system: _z/p _ Conditionally Passes Needs Further Evaluation By the Local Approving Authority Fails Inspector's Signature: S /) ►� Date. The System inspector shall submit a copy of this inspection report to the Approving Authority within thirty(30)days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the Department of Environmental Protection. The original should be sent to the system owner and copies sent to the buyer, if applicable and the approving authority. INSPECTION SUMMARY: Check A, B, C,or D: A)�SYSSTTEM PASSES: V 1 have not found any information which indicates that the system violates any of the failure criteria as defined in 310 CMR 15.303. Any failure criteria not evaluated are indicated below. III SYSTEM CONDITIONALLY PASSES: A//j9 One or more system components need to be replaced or repaired. The system,upon completion of the replacement or repair, passes inspection. indicate yea, no,or not determined(Y, N, or ND). Describe basis of determination in all instance*. if"not determined", explain why not) The septic tank is metal, cracked,structurally unsound, shows substantial infiltration or exfiltration, or tank faihtre is imminent. The system will pass inspection if the existing septic tank is replaced with a ponforming septic tank as approved by the Board of Health (revised 11/03/95) 1 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A / CERTIFICATION (oontlnued) Property Address Owner. Date of Inspection-: B] SYSTEM CONDITIONALLY PASSES (continued) IV/4 Sewage backup or breakout or high static water level observed in the distribution box is due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. The system will pass inspection if(with approval of the Board of Health): broken pipe(s) are replaced obstruction is removed distribution box is levelled or replaced The system required pumping more than four times a year due to broken or obstructed pipe(a). The system will pass inspection if(with approval of the Board of Health): broken pipe(s) are replaced obstruction is removed C1 FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect the public health, safety and the environment. 1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES THAT THE SYSTEM IS NOT FUNCTIONING IN A MANNER WHICH WILL PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: Cesspool or privy is within 50 feet of a surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh. 2) SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH (AND PUBLIC WATER SUPPLIER, IF APPROPRIATE) DETERMINES THAT THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT. The system has a septic tank and soil absorption system and is within 100 feet to a surface water supply or tributary to a surface water supply. The system has a septic tank and soil absorption system and is within a Zone I of a public water supply well. The system has a septic tank and soil absorption system and is within 50 feet of a private water supply well. The system has a septic tank and soil absorption system and is less than 100 feet but 50 feet or more from a private water supply well, unless a well water analysis for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm. 9) OTHER (revised 11/03/95) 2 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Addreas: Owner. ✓7 Date of Inspection: DI SYSTEM FAILS: I have determined that the 9-stem violates one or more of the following failure criteria as defined in 310 CMR 15.303. The basis for this determination is identified below. The Board of Health should be contacted to de failure. termine what will be necessary to correct the Backup of sewage into facility or system component due to an overloaded or clogged SAS or cesspool. Discharge or ponding of effluent to the surface of the ground or surface waters due to an overlo ce aded or clogged SAS or sspool. — Static liquid level in.the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool. P� — Liquid depth in cesspool is leas than 6"below invert or available volume is less than 1/2 day flow. Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times purr ped Any portion of the Soil Absorption System, cesspool or privy is below the high groundwater elevation. — Any portion of a cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. — Any portion of a cesspool or privy is within a Zone I of a public well. — Any portion of a cesspool or privy is within 50 feet of a private water supply well. — Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. If the well has been analyzed to be acceptable, attach copy of well water analysis fo coliform bacteria, volat.le organic compounds, Ys r rgatu pounds, ammonia nitrogen and nitrate nitrogen. El LARGE SYSTEM FAILS: ^/jw The following criteria apply to large systems in addition to the criteria above: The system serves a facility with a design flow of 10,000 gpd or greater(Large System) and the system is a significant threat to public health and safety and the environment because one or more of the following conditions exist: — the system is within 400 feet of a surface drinking water supply — the system is within 200 feet of a tributary to a surface drinking .eater supply — the system ie located in a nitrogen sensitive area (Interim Wellhead Protection Area GWPA) or a mapped Zone II of a public .eater supply well) The owner or operator of any such system sl--all bring the system and facility into full compliance with the groundwater treatment program requirements of 314 CM-R 5.00 and 6.00. Please consult the local regional office of the Department for further information. (revised 11/03/95) 3 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Addrem /! 7 , Owner. Date of Inspection: 1/ 4:2 1y6 Check if the following have been done: Ztumping information was requested of the owner, occupant, and Board of Health. None of the system components have been pumped for at least two weeks and the system has been receiving normal flow rates during that period. Large volumes of water have not been introduced into the / system recently or as part of this inspection. +/ As built plans have been obtained and examined. Note if they are not available with N/A. ✓The facility or dwelling was inspected for signs of sewage back-up. _✓The system does not receive non-sanitary or industrial waste flow The site was inspected for signs of breakout. All system components, excluding the Soil Absorption System, have been located on the site. ✓The septic tank manholes were uncovered, opened, and the interior of the septic tank was inspected for condition of baffles or tees, material of construction, dimensions,depth of liquid, depth of sludge,depth of scum. fThe size and location of the Soil Absorption System on the site has been determined based on existing information or approximated by non-intrusive methods. / V The facility owner(and occupants, if different from owner) were provided with information on the proper maintenance of Sub- Surface Disposal System. (revised 11/03/95) 4 SUBSURFACE SEWAGE DISPOSAL SYSTE PART C M INSPECTION FORM / SYSTEM INFORMATION Property Address: Owner. Date of Inspection: RESIDENTIAL FLOW CONDITIONS Design flow: 3 2 o grUons Number of bedrooms: 3 Number of current residents: Garbage grinder(yes or no):-AL(.3 Laundry connected to system(yes or no):��S - Seasonal use(yes or no): /6LO Water meter readings, if available: 96 aG Last date of occupancy: O c- c COMMERCIAL/INDUSTRIAL• IV14 Type of establishment: Deign flow:--gallons/day Grease trap present: (yes or no)_ Industrial Waste Holding Tank present: (yes.or no) Non-sanitary waste discharged to the Title 5 system: (yes or no) Water meter readings, if available: Last date of occupancy: OTHER: (Describe) Last date of occupancy: GENERAL INFORMATION PUMPING RECORDS and source of information: o S m pum yste d as of ins L part inspection: (yes or no)_�%0 If yes, volume pumped: gallons Reason for pumping. TYPE S1F SYSTEM — Septic tank/distribution box/soil absorption system Single cesspool Overflow cesspool Privy Shared system (yes or no) (if yes, attach previous inspection recor•da, if any) Other(explain) APPROXIMATE AGE of all if d ll date installed ae ( known) and source of information: �� ems- '4- I I } - Sewage odors detected when arriving at the site: (yes or no) (revised 11/03/95) 6 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: Owner. Date of Inspection: SEPTIC TAN]K:,j (locate on site plan) Depth below grader Material of construction: ✓concrete_metal_FRP—other(explain) ` Dimensions: 5 x y X i o o o ';9 Sludge depth: ' iG Distance from top of sludge to bottom of outlet tee or baffle:2__ Scum thickness: S/' Distance from top of scum to top of outlet tee or baffle: tj Distance from bottom of scum to bottom of outlet tee or baffler Comments: (recommendation for pumping, condition of inlet and outlA tees or baffles, depth of liquid level in relation to outlet invert, structural integrity, evidence of leakage, etc.) t S W ` c_o 'dr� u : u !r a' -e o el Jv ce GREASE TRAP: (locate on site plan) Depth below grade: Material of construction: _concrete _metal_FRP _other(ezplain) Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Comments: (recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural integrity, evidence of leakage, etc.) (revised 11/03/95) 6 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: Owner. Date of Inspection: TIGHT OR HOLDING TANK (locate on site plan) Depth below grade: Material of construction: _concrete_metal_FRP—other(explain) i Dimensions: Capacity:_ gallons Design flow: gallons/day Alarm level: Comments: (condition of inlet tee, condition of alarm and float switches, etc.) DISTRIBUTION BOX- (locate on site plan) Depth of liquid level above outlet invert:. /z'j e- Comments: (note if level and distribution/is equal, evidence of solids carryover, evidence of leakage into or out of box, etc.)_ 3 PUMP CHAMBER IV 11j (locate on mite plan) Pumps in working order:(yes or no) Comments: (note condition of pump chamber, condition of pumps and appurtenances, etc.) (revised 11/03/95) 7 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: // ST. 4,a'1", j Owner. Date of Inspection: Z ll /ai /5c SOIL ABSORPTION SYSTEM (SAS):_✓ (locate on site plan, if possible;excavation not required, but may be approximated by non-intrusive methods) If not determined to be present, explain: Type: / leaching pit&, number:6�^ leaching chambers, number: leaching galleries, number: leaching trenches, number,length: leaching fields, number, dimensions: overflow cesspool, number: Comments- (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation ,etc.) c a oL. L.Q K '' CESSPOOLS: (locate on site plan) Number and configuration: Depth-top of liquid to inlet invert: Depth of solids layer- Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater: inflow(cesspool must be pumped as part of inspection) Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) PRIVY:_ (locate on site plan) Materials of construction: Depth of solids: Dimensions: Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) (revised 11/03/95) g SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C / SYSTEM INFORMATION (continue Property Address: Owner: Date of Inspection: SKETCH OF SEWAGE DISPOSAL SYSTEM;- Include ties to at least two permanent references landmarks or benchmarla locate all wells within 100' 3N' 3� 3 y ' i 6 Z, DEPTH TO GROUNDWATER Depth-to groundwater: feet adjusted high groundwater level method of detf-L rrtnination or approximation: ' / o �i ` �-. (r✓ h o r uw �a � U' 9 f . A . _.. . Y:. �r r'. >y ''1.ar'Y - {. � .. .1 - , g . . ( ;fir J � � .. Y ). 'i, , , '� - ........................ C 6� i �. - . . . ... 1 .1. .: ..;, .. T - IS:0', - - - -ram--j-• _ -'�s¢..'2''=� .. � * .. ' t; . I'll .a.Z:Z .. ;... _ ..ta. - _ t 1 i 1 �'` a � / et , . . „�. r ® �: �M { I. — , . _ � -- i1.. 6'. 1� _ •�`"�•.�`, as F I'. .. -P. . jai• . R .I U .;; .. ..r f ' f .q•. 11 .6 G.( _f:.�=1S+:G"..t+-�: .Ua,:.'t^4 f { .Y I [. M^ __ -- _ -i '�4 . . 7 . e. .. n .'.. . a , ".trs '.tc6.c:p...r.. {s' $ w+� a .--v. -r."3'- .. �%:h. .. . ^'2.,� M y YW %' Nfi -& � � y ,. ;r __...- -- —.,_.-----'-----� ---------.�__.. 3' fi. r ~. I- , . ,; ,^> ' L. I 1 !; i y. � k } .e I 1. ... . I Ana: F9.4 I..I I ! „ sxx + h hO X11 R 4 sYo� � � o-r� .,�, r _ r ' . ,, ;.;'. - a'pps l n,Ti y " i "<•i:C-". F.Z.°.' �4r,5., ..;Ay,xT - 'q' :Jr. ' i . . •:� r "F�4,.;-1r, s tcp y: fl@rt. .r.. F. -,, o I I #� i t I' � 7 ':i �9 - I,�. 0..., k ; I - a s 4..Zg r : % :. ..�::P.-A' LAN.is . . 'a .SFe f..; Z k;� �`� _._.. ' : ...._- --._ ... __—__,. -- .. h {[ Pi Jti 4 @ - I-- y r \ N� i $ .. t W$f .. , k r i t> I { c �' 8 .. i-, ,. ..l..t T.O.F. EL.- 104.0'± INISH GRADE OVER D-BOX= 102.4'± 4"SCHEDULE 40 PVC MIN. SLOPE 1 % PROPOSED 4"PVC VENT FINISHED GRADE OVER BIODIFFUSERS= 102.0' - 102.4' GENERAL NOTES f PROVIDE EXTENSION RISER SLOPE @ 2% IMIN. WITH COVER OVER INLET& REMOVABLE WATER-TIGHT COVER OVER INSPECTION PORT WITH 1. UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION FINISH GRADE OUTLET TO WITHIN 6"OF F.G. RISER TO WITHIN 6"OF FINISHED GRADE ACCESS BOX TO WITHIN METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL @ FND. EL.= 102.8'± F.G. OVER TANK EL. = 102.0'± 5"D1A. OUTLET(S) 3"OF F.G. (ONE PER ROW) CODE AND ANY APPLICABLE LOCAL RULES. 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. EXISTING 4" PROPOSED 4" 9"MIN. 9"MIN. � 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL SEWER PIPE PVC SEWER PIPE 36 MAX. 36 MAX. TOP OF SAS!B.O. = 99.43 1 SYSTEM UNLESS OTHERWISE NOTED. lz_" 3" DROP MAX " -� PROVIDE WATERTIGHT 4. TO PREVENT BREAKOUT,THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN 6 3 2"DROP MIN 3 9 @ 1 L = 12± _ nnw.sLoPe_�,% JOINTS(TYP.) ELEVATION =99.43' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A 10" 4"PVC IN FROM Hull1.33' 16„ 4p MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF 14" *99,5'± SEPTIC TANK 4" PVC OUT TO (TYP.) THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. CONTRACTOR TO PROVIDE O LEACHING FACILITY 0.90 10.75+(;TYP) o 5. SLOPE ALL SOLID PIPE AT 1.0 /a MINIMUM. SPECIFIED DROP BETWEEN INLET AND OUTLET CONTRACTOR CONTRACTOR SHALL 12" 6" 9+�,00' 98.10' Iald flat 2.875'(;34.5")--I 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. SHALL VERIFY SIZE 48" VERIFY CONDITION OF OUTLET TEE 99.30 MIN. 9913 5.0' (TYP.) 7• LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK AND CONDITION OF EXISTING TEES GAS BAFFLE 6"CRUSHED STONE FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS EXISTING SEPTIC AND REPLACE AS OVER MECHANICALLY (TYP-) 5'MIN. 11.5' NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH TANK NECESSARY COMPACTED BASE REQ'D 25.0` AND DESIGN ENGINEER. 5 OUTLET DISTRIBUTION BOX (TYP.) 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM OF 100.00' TO BE INSTALLED ON A LEVEL STABLE GROUND WATER ELEV.= < 93.30' BI(ODIFFUSERS (END VIEW) ESTABLISHED ON A NAIL SET IN A FENCE POST AS SHOWN ON PLAN. BASE. FIRST TWO FEET OF OUTLET 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION EXISTING 1 ,000 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. BIODIFFUSERS (PROFILE) THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT CROSS SECTION VIEW (BY ADVANCED DRAINAGE SYSTEMS, INC.) 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES DISTRIBUTION BOX DETAIL (#3616BD) ( 1 TO THE DESIGN ENGINEER. *CONTRACTOR TO VERIFY EXISTING ELEVATION PRIOR SEPTIC TANK PROFILE ARC 36HC B I O D I F F U S E RS \I- "2®J 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC.STRUCTURES SHALL BE MADE WATERTIGHT. TO ANY WORK& NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE NOT TO SCALE 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM ,. ��� PERC NO. 13291 APPROPRIATE AUTHORITY. INSPECTOR: Donald Desmarais 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE I ZONE 2 ✓ EVALUATOR: Michael Pimentel, E.I.T. THEY SHALL WITHSTAND H-20 LOADING. " C.S.E.APPROVAL DATE: Oct. 1999 �-- 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. -- 70 +° DATE: June 1,2011 k t1 TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE ELEV TOP= 103.30' MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. _ ' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, EDGE O PF AVEMENT m ELEV R=E WATER <93.30' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15 255(3). r LOCUS 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN PERC RATE _ <2 min./inch 1 _ _ EDGE OF PAVEME T� _. .- t� 1'O � � SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. :..- �u „y :.. DEPTH O PERC- 24"-42" 16. PROPOSED PROJECT IS LOCATED WITHIN: ... ------ - w ' Q D OF TEXTURAL CLASS: 1 ASSESSOR'S MAP 31 PARCEL 01-20 - o A A SW -- - -105 J 7ps� o ' OWNER OF RECORD: ROBERT G. &TERESA A.WALSH s �= 1 _ eJ � ao I 0" 103.30' ADDRESS: 11 ST.ANTON'S WAY j C� . ' r, Fill MARSTONS MILLS, MA 02648 MAP 31 I s° 102.80' PARCEL 01-21 N86°15'00"E " _ 10Yr 5 ,� �, r B Loamy Sand FEMA FLOOD ZONE C 30.00' +ur 10130' •_ --- --- ____. _. _..- „� '�.,,~'~ -"�� � _ 't C 24 COMMUNITY PANEL# 250001 0015 C PROPOSED INSPECTION PORT Perc„ rY 17. DEED REFERENCE: BOOK 11670, PAGE 201 a a. 99.80 18. PLAN REFERENCE. P BOOK 08, PAGE 81 WITH ACCESS BOX(TYP OF 4) TP 2 TP 1 / LAN B K 4 103.3 k, f B _ 1 03 ,� I ... : 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. PROPOSED TOTAL 20 ARC 36HC #3616BD > X --XX- r. �• ` - �� ( ) I X X X--X X-- 20. PROPERTY INFORMATION I NLYAPP APPROXIMATE. THIS PLAN X c, E ES O RO TE. S A IS TO BE USED ONLY H IN A FIELD CONFIGURATION _ BIODIFFUSERS( 20) 1 X-X X �► _ - �/" �1Al '� C Coarse Sa;-id FOR SEPTIC SYSTEM UPGRADE. J .-ENGINEERING WILL NOT ASSUME ANY LIABILITY a z ^ o 2.5Y 6/6 FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. o }. r (10-20%gravel) (loose) ' X� 1�1G <1�1 �01' / Y J Z l LOCUS PLAN / . / 1 �70 /E \ W , SCALE: 1"- 1000 120" 93.30' D DISTRIBUTION BOX `� B•H #11 / / No Mottling,Weeping or Standing Observed PROPOSE EXISTING MAP 31 / �� / �Q � TEST PIT DATA x I 3-BEDROOM PARCEL 01-20 j DESIGN DATA LEGEND EXISTING D-BOX TO BE ABANDONED , DECK DWELLING O 19,518 S.F± PERC NO. 13291 / a TOF 104.0'± Q EXISTING 1, O � INSPECTOR: Donald Desmarais 50x0 EXISTING SPOT GRADE 000 GALLON SEPTIC TANK 70 l�. 44/ TO BE UTILIZED IN THIS DESIGN PLAY AREA LP / ?.� / 4 EVALUATOR: Michael Pimentel, E.I.T. - - 50 - - EXISTING CONTOUR J Q- NUMBER.OF BEDROOMS(DESIGN) 3 Oct. 1999 / o C.S.E.APPROVAL DATE; DESIGN FLOW 110 GAUDAY/BEDROOM 50 PROPOSED SPOT GRADE DATE: June 1 2011 EXISTING LEACHING PIT(approx. loc.)TO BE PUMPED ` � � � � -��' ' FILLED WITH CLEAN COARSE SAND&ABANDONED �� Gqs ��,� TOTAL DESIGN FLOW 330 GAUDAY TEST PIT#: 2 50 PROPOSED CONTOUR GAL/DAY p, E/T/C EXISTING UNDERGROUND UTILITIES X �- X ,�`� -- {iq�_ � �_� DESIGN FLOW X 200 % = 660 ELEV TOP= 103.30' o- USE EXISTING 1,000 GALLON SEPTIC TANK <93.30' iN ELEV WATER= W W EXISTING WATER LINE k `1 k, ate` --101- /Q� PERC RATE_ Qa� �Fp d GAS EXISTING GAS LINE DEPTH OF PERC= j j 4 INSTALL 20 - ARC 36HC (#3616BD) BIODIFFUSERS (H-20) � x � x 70 � C9 TEXTURAL CLASS: 1 TEST PIT LOCATION c 03 v IX-X--X X ��°�� `\X O� FENCE X-X-X-XIS(-x_x- _ I ___/ SWING-TIES SCALE: 1".=20' ° N X X X� ' SYSTEM CAPACITY O EXISTING 1,000 GALLON SEPTIC TANK �CO 99\ `" DESCRIPTION HC-1 HC-2 (TOTAL L.F. OF Bi0'S)(4.8 SF/LF)(0.74 GPD/SQ.FT.)=GPD " ' 0 103.30 (100.0')(4.8 SF/LF)(0.74 GAUSQ.FT.)= 355.2 GAL. LEACHING/DAY Fill ! PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE N$6°15'00"E \ / 6" 102.80 '0IVo' BIODIFFUSER CORNER(1) 44.6 21.3 R PROPOSED DISTRIBUTION BOX B Loamy Sand Benchmark BIODIFFUSER CORNER(2) 50.1' 32.8' TOTALS: 10Yr 5/6 Nail in Fence �/ TOTAL NUMBER OF BIODIFFUSERS: 20 � PROPOSED ARC 36HC(#3616BD)BIODIFFUSER(H-20) Elev. =100.00' BIODIFFUSER CORNER(3) 32.8' 41.1' TOTAL NUMBER OF COUPLINGS: 0 24" 101.30' MAP 31 Approx.M.S.L. , BIODIFFUSER CORNER(4) 23.5' 32.7' TOTAL LEACHING AREA: 480.0 PARCEL 01-31 / TOTAL LEACHING CAPACITY: 355.2 REV. DATE BY APP'D. DESCRIPTION HC-1 PROPOSED SEPTIC SYSTEM UPGRADE (3 NOTE: PREPARED FOR: 4) U EFFECTIVE LEACHING AREA OF 4.80 SF/LF OBTAINED FROM THEN C Coarse Sand DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LET?ER 2.5Y 6/6 CAPEWIDE ENTERPRISES 20.5 O "MODIFIED CERTIFICATION FOR GENERAL USE" ISSUED TO ADVANCED (10-20%gravel) °- DRAINAGE SYSTEMS, INC. ON OCTOBER 3, 2003 (LAST MODIFIED (loose) tY co JANUAR:Y 11, 2011). TRANSMITTAL NUMBER=W000052 LOCATED AT 11 ST. ANTON'S WAY ir MARSTONS MILLS, MA 02648 t2 �7 zp , NOTES: 5 1) 0 120" 93.30' SCALE: 1 INCH = 20 FT. DATE: JUNE 2, 2011 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH SEPTIC HC-2 B.H. #11 0 10 20 ao ao �Eer No Mottling,Weeping or Standing Observed Liw of� SYSTEM COMPONENT. EXISTING Q ASS9Py� PREPARED BY: DWELRLIO�M JC ENGINEERING INC. 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE PROPOSED RESERVED FOR BOARD OF HEALTH USE � JQHN 1., ��, LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN. DECK CHtJRGHI1,t"J.R. REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TOF= 104.0'± CI1! 2854 CRANBERRY HIGHWAY NO. 80 TEST PIT DATA. �0^F�F�STE EAST WAREHAM, MA 02538 3.) ENTIRE PROPERTY IS LOCATED WITHIN THE GROUNDWATER PROTECTION OVERLAY SITE PLAN V SS/ NA NG 508.273.0377 DISTRICT AND THE ESTUARINE WATERSHED. SCALE: 1"=20' Drawn By: MCP Designed By:MCP Checked By.JLC JOB No.1998 I, 7-7 .._7 - _ - ---