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0166 SEVENTH AVENUE (HYANNIS) - Health
166 Seventh Avenue Hyannis ` A = 245 071 i 'i i TOWN OF BARNSTABLE LOCATION Oki C SEWAGE OI — VILLAGE I�ya��.� ASSESSOR'S MAP&PARCEL , 0 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY IY60 r H'-I0 LEACHING FACILITY:(type) 56d S N-Z J (size) y5'X 8,$3 NO.OF BEDROOMS q " c, OWNER i WL E PERMIT DATE: 7 °I COMPLIANCE DATE: t 3 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leach' g Facility Feet Private Water Supply Well and Leaching Facility(If any wells xist on site or within 200 feet of leachin Feet Edge of Wetland eac ' any we hin feet 300 o in Feet FURNISHED Y So ,e. c Cl\ ol r- y vJ D CO No. Fee i :r THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes . � PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS Application for Mopo5al *potent COtt$truction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( )YO Complete System ❑Individual Components Location Address or Lot No. (�` A.V Owner's Name,Address and Tel.No. Assessor's MapMarcel V 1'(16 -3 8 �; RIM A)�� ���yy�{ rl Installer's Name,Address,and Tel.No.� "SV 9 (�� Designer's Name,Address and Tel.NQ,y�a /g 1' CAiVcS711�(1C+� � l N V. W 1 R lu 1 a-r OG/I'F �. 01 0 3 Gp t,N DAa Type of Building: Dwelling No.of Bedrooms Lot Size T sq.ft. Garbage Grinder( ) Other Type of Building OZds No. of Pers ns Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow a gallons. Plan Date -Number of sheets Revision Date Title / Size of Septic Tank Type of S.A.S. d Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the constructio din ' e afore described on-site sewage disposal system in accordance with the provisio ron od d not to p e the system in operation until a Certifi- cate of Compliance has be issued by this ea Sign d 0 Date Application Approved by Date Application Disapproved for t e ollowing reasons Permit No. Date Issued k .. ,. ....,:..y„ - .�:.. .. _,• .ri;��r'�"'=Wr��* ."_.....r y.wa .+'�,^,.r ,i 'y=-M:...+.,...aw� w..r�.^F°'w"`F �. .;.r ... , )A JP No. ' ' 'F Fee a THE COMMONWEALTH OF MASSACHUSETTS Entered'in computer: /3 Yes PUBLIC HEALTH DIVISION (TOWN OF BARNSTABLE, MASSACHUSETTS 0[pprication for Migoogaf jip4tent_Cdngtruction Permit i l Application for a Permit to Construct(` )Repair( )Upgrade( )Abandon;( �) Complete System ❑Individual Components Location Addressor Lot No. (��, �.t/ Owner's Name,Address and Tel.No. M 1 C-H R EL 4- KPN�2ft (�1 G 170 t�� Assessor's Map/Parcel ,!S v 7 n� (S *3 �}I/J 5' oa�� / ry Installer's Name,Address,and Tel.No. Jr'�ff^a V 9 ' Designer's Name,Address and Tel:Nq 99-3 A� 9- H C0A),5_1_X UC,"7 L0 t-) I a G, AGO I� + �pS o l s� e�x S'It L� o y e� �� 7`/ ,. Type of Building: 5 Dwelling No.of Bedrooms Lot Size�q 9 197sq.ft. Garbage Grinder( ) Other Type of Building bVP-TEA(_,_No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow I gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date r Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) ,Date last inspected Agreement: The undersigned agrees to ensure the constructio d m ' nce_o a afore described on-site-sewage disposal system in accordance with the provisto rtle-S�f ron m ode not top a the system in operation until a Certifi- cate . cate of Compliance has bee tssuedn Ty this off ea h. Sign d 4, Date Application Approved by JI � Date . zk Application Disapproved for the following reasons '- Permit No. ..c Date Issued —----------- ---,� -- ---- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS - Certificate of Compliance THIS IS TO CER r , t t On- t_.S/ ag D' po 1 System Constructed(X) Repaired( )Upgraded( ) Abandoje )bx t U r at has en construct d in ccordance with the provisions of T' e 5 and the for Disposal System Cgns ction Permit No dated Installer .O N Resigner .G The issuance of is pe t shall not be construed as a guarantee that the sy t m i)functi=onsDate Inspector w No. `"`V Fee 1_ �✓,,_THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Migooal 6poem Construction Permit r Permission is hereby granted to Co struct( )Repair( )Upgrade( �8= System located at, ; and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title.5 and the following local provisions or special conditions. Provided:Constructiory st be c pleted within three years of the date of this p -t. Date: 1 Approved by r 4 1 P 1 �\ 1 z m I vaIroy 0 S I a SR Ni I� a °t O ya IN o O � b m � o - � ° -�}n{ y ; Nza omm�oa .� m e r r o•+ .r-- -t Z m z°og or N^5� ti' �� I I t 00 O a Z s � I 3 X 8 o � IO TOf - m x F1 ' 9 o. C I IZ ==_l aig 9�IN e P I as g a � I ggp 7 II° dd is F4 �, �F ((EE R� M n oA f wwx° sg m. �n� u Z m W�_m w p y°N mac o O m a g v< mr N As' N c e ao�0,aA � `eF no ' � am Fo � �o of�$ a ^Q 09 L7 CZ mFx�y1-FQ CQ$w Z9Df1S�F �9 Ty T Z1 . 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H o 'm 6 m� ;a yA m z He 510,,�.$C�wx Axg i"o �5$ N N �- Sm �N 90 a y g� p °z_ m 4z F II p. � r-li S �4,q ARCH w p 'f'° 5 go 0 o � � D 4Soc a pSyF °zz mmmm�i`mm >rSN -_� N c Zo u� a O CSD OO gN �'f1N PC -S,T NT Sm N C CC .o Z Z rtl f DK p�� o ®� CDT Y DESIGN,$iGPI LLC ,°1,°,"0P80R0itltl01B"P�f0u90" I V EW HOUSE FOR:°z anl 1pm '11 yDr iea�+•a`°oe=+".�i�pm qaA°"m°"+°°w`°"o^"a a me MEE 1 MEAR.ROA D W HPE 02649 ++ss X(50z�aMCKINLYRESIDENCE FA (50) 539-W2 rIm " ° '�°�° AVE. W. HYANNISPORT, MA Z o ... •ro�.+ m 166 SEVENTH A j- 0 e-tc j m s ppop Im �Em I2 I� 99Li �+ S t•q I C ® rn "g © o ¢ X 14 �Q z b 4 F8 4 c � a 4 ' y vz m ° r am". pe•p�� �� mom�� oz �I��A�O�a pp� � I", ® g; b� ya a `Aa9 151 are j 81A ? 'a .e� p0�19"'a� pptl A 2� = Obp" yT9 Y 41.� A LO O � gS11 r- c I 3 8 oY c + D I R _Z G) NO 4 $cn 0 C 0 fl 88 8SS 8 S SSSg �wwwW gng w Am �$S§ � si t m IL__1JH v to m m „ _- ... Z _ p ` WPW PPNP g,u.W WN W _ II Illg 1 8 8888 glie @888 &8 68 °0 15so 6 6 6666 8 z II �VEW HOUSE ®®a ® M—WE—TBA—ROAD PI.L�C . uxon°oe°eR°aw°°eTunmoe �! V 19 OU 9-e 43 B EWSTER ROAD ' c� ,�°�'°'"'° MASHPEE MA.02649 naamn°aaw+e°cnw PH.150812'741166 McKINLEY RESIDENCE FAX(50 1539-9402 Z o m 1� Z f0 I O ppe¢ry.ar n[onnnatutmen� 166 SEVENTH AVE.W. HYANNISPORT, MA O wcwrzcrvwiw.+erc rtwmrtrnw; Town of Barnstable Regulatory Services Richard V. Scali,Interim Director M^ Public Health Division g, 0 9. � .x Thomas McKean,Director ND 200 Main Street,Hyannis,MA 02601 �.r Office: 508-862-4644 Fax: 508-790-6304 ,�. Installer& Designer Certification Form Date: p(p L� Zc Sewage Perini O( - Assessor's Map�Parcel Designer: J.V�. �Q1nA2l'.$_ C&U-Ifl Installer: R tk wS7404 Ai Address: t�.0• �pK Address: P 0, d M14a t a•IMo -dam IkA Oz� On issued a permit to install a (date) ns septic system at mo nt� Ne, based on a design drawn by (address) �atlle► 1 ` . . Ps- C�.eu dated Q0 ZZ ?A l S ,�VIyQ,d t Z Z ) 118 rl I (designer) 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. t 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. #4 I certify that the system referenced above was constructed in compliance with the terms e I\A appro al letters (if applicable) ryC ' v OF y s ature) JOHN LMDERS-CAULEY CIVIL n No.35101 (Designer's Signature) (Affirm dN "Mere) P EASE RETURN TO BAtSTABLE PUBLIC HEALTH DIVISI 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 ?. it TOWN OF BARNSTABLE LOCATION I(�C� � s� SEWAGE #—,7—��5 ` 1LAGE SSESSOR'S MAP & LOT-2'NS- 67/ INSTALLER'S NAME&PHONE NO. �- � SEPTIC TANK CAPACITY cc+ LEACHING FACILITY: SoJ O t;6?-0'5 (size) �K 2 e� type) NO.OF BEDROOMS BUILDER OR OWNER U 0 re—_, PERMTTDATE: 2OL(7-�COMPLIANCE DATE: 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) Feet Furnished by y . O K l 8. C4 VAR.. t' n Fee�- THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: / Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01pplitation for Diopool 6!Oem Congtrurtfon i3ermit Application for a Permit to Construct( . )Repair(X Upgrade( )Abandon( ) Complete System ❑Individual Components Location Address or Lot No. 1 rn\ PtC?�, Owner's Name,�Address and Tel.No. Assessor's Map/Parcel 45 —0+1 ' Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. (r,A6 9(0(0 Type of Building: Dwelling No.of Bedrooms _ Lot Size sq.ft. Garbage Grinder(144 Other 'Type of Building �fnQ No.of Persons Showers(V") Cafeteria( ✓f Other Fixtures k'Tcxtr.1J S tfJ L-. L 4,uoO P-I.; Design.Flow 4 4 Os gallons per day. Calculated daily flow -4(il-.L'S -gallons. Plan Date 1q �Dz Number of sheets 1 Revision Date -- Title +C Size of Septic Tank Qt. t 5c6 %\ A-mk Type o S.A.S. Description of Soil A,— Aer (:\car,, g X x 2` t Q_&N C%i Nature of Repairs or Alterations(Answer when applicable) ' 'N", ri1 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 Certifi- cate of Compliance has be byth' oar o Sig ed Date- Application Approved by Date Application Disapproved for the following reasons Permit No. 6=5 152 Date Issued C, Feet-10/ THE COMMONWEALTH OF MASSAC,HUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Z(ppitration for Z,igo al bpotemc Con5truttion i3ermit Application for a Permit to Construct( Repair X)Upgrade( )Abandon( ),XComplete System ❑Individual Components Location Address or Lot No. t`p Vj � �� Owner's Name,Address and Tel.No. Assessor's Map/Parcel �. ?oc Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. C - (0 46—5,? b 5 39 _ 9 6 to Type of Building: Dwelling No.of Bedrooms a Lot Size 8b sq.ft. Garbage Grinder(AIM Other Type of Building NnC�jo No. of Persons_) Showers(i/} Cafeteria Other Fixtures kk,re yAE,j i t lc., k�,)cS Ll� Design Flow 4 4 r1 ,gallons per day. Calculated daily flow At al.us gallons. Plan Date, 41 i Q 10 S Number of sheets Revision Date Title :E zz V Q�pA e- A_ Size of Septic Tank g.10 1 <'m Type o'i`S.A.S. (a- Description of Soil g X Sa X 2' ��"�C►� 1 Nature of Repairs or Alterations(Answer when applicable) . Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with,the;provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- Cate of Compliance has been by t 's oard-of H .al Date Application Approved b Date G Application Disapproved for the following reasons Permit No. Date Issued ��yi0/& S THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed ( )Repaired( )Upgraded(p.-j Abandoned( )by _ ) ,--E-C- ,r at " . ., cn. A w, has been constructed in accordance with the provision of Title 5 and the for Disposal System Construction ermit No._QM4,l n'� dated4 � , 0-5 Installer ri lrpp S Designer— LN The issuance of this permit shall not be construed as a guarantee at the syste will function as designed. Date / c'� Ins -ctor ------------— — -------------------- No. pM 5 ' Fee le s _ THE COMMONWEALTH OF MASSACHUSETTS r PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Mfi5pozaf *pztem Con.5truction 3permit Permission is hereby granted to Construct( )Repair( *--)"Upgrade( )Abandon( ) System located at p—.0' iti r9T i p- ` and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the da e o P f this 'perm r . Date: z4 6(G Approve\d by C� Town of Barnstable P# Op THE> Department of Regulatory Services .; snnrrsraeM Public Health Division Date 2 mass. /A�0 200 Main Street,Hyannis MA 02601 xv Date Scheduled Time ✓� Fee Pd. b Soil Suitability Assessment for Sew a DisposalCD Performed By: �� - fQ i11 Witnessed By: (� v LOCATION& GENERAL INFORMATION Uw_ k f Location Address Owner's Name SG� 1 h k-e - Nt t lit Address 3 ff & y y IWO ST., r�s Assessor's M /Parcel: Z.` S 0 7 / G t wd rwGI Map/Parcel: Engineer's Name�.f. L,A'nd ou- NEW CONSTRUCTION REPAIR Telephone# p rr 5-Yo•7 "3. Land Use d 1 A21(1 t al Slopes(%) Surface Stones n0 be Distances from: Open Water BodyIt Possible Wet Are ft Drinking Water Well LL-ft Drainage Way Y1 OL ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) V JOH RS-CAULEY ' 25. CO No.35,01 St Parent material(geologic), 6(1a" bolwu4k Depth to Bedrock In CA, it Depth to Groundwater:.Standing Water in Hole: �.i�g Weeping from Pit Face SOS p Z Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE u � Method Used: Depth Observed standing in obs.hole: / in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level . PERCOLATION TEST DateOf i c(Time Observation n1 r,. : l L Hole# Time at 9" Depth of Pere .- Time at 6" Start Pre-soak Time Q P I+ S p� 3© Time(9"-6") End Pre-soak Yl f Zd fij� 9 7 Rate Min./Inch Site Suitability Assessment: Site Passed 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. •F Q:SEPT10PERCFORM.DOC DEEP OBSERVATION HOLE LOG Hole# • •I Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(iri.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. D Consistency,% ravel 0-12,u 4L Sin ke m I a• 33 n 34 Z. fan ,54- I2- Cze- ti t. any DEEP OBSERVATION HOLE LOG Hole# .2 Depth from Soil Horizon Soil Texture Soil Color '' 'soil, Other Surface(in.)c ! + • r (USDA) (Munsell) Mottling (Structure,Stones,Boulders. `l Consis vel) O�t O v � • -xN1c1 t�m p 1�. 3 Lip 32— loge �-- �'Y1e�A A. F 11 T-r Lo 1 DEEP OBSERVATION HOLE LOG Hole# W Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. -- Consistencv,%Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from t Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) ��. (USDA) (Munsell) Mottling (Structure,Stones,Boulders. • Consistency,%Gravel) Flood Insurance Rate May: Above 500 year flood boundary No— Yes Within 500 year boundary -No- 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 pervious material? Certification I certify that on () a (date)I have passed the soil evaluator examination approved by the Department of Envil ental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Signature DEEP BSER ATION HOLE LOG Date Hole# Depth from Sol IfiPfizon o° extur Soil Color Soil Other Surface(in.) SDA) (Munsell Mottling (Structure,Stones,Boulders. Consistenc %Gravel Q:\SEPTIC\PERCFORM. OC ! PARCBL 70 U-• PRR I 75 N/F PNlLIP C. AUr-4,UISTER&✓ANBT N. VIRA71S BRUCB A. BROWN VA d A/ARY LOU/SF I \i I ! CAAOS�FE�zw AVN JONNSON u I 1 Ul L7 rSRM'C7 RA'CA `° cn/n.r I I I f�l J//E API'Nf2L.9YA[L t¢fYA� rwNo i cn ,Y P.E.EHA/PYE!'W M//NAV Nanrse'E 5'OaCAOF FENCE ou - L -p09T M RAIL FENCE - i --5 USE N-20 L' __— O 4 YWELL I F 23 1P.0' - mvmFreF! IGY. eu+ y 125' AWR01MAIE I nCA1R]F \ I.9 LOW SAS LOCUS NAP F EIFS191 __...,. { { Ec n.nr 1 t sEnwa ;E)0 I i I �f'= PARCEL 74 1 I CONSTANT/NA' i I u I u I TOPPR, TRS MW Ia - tltl F9P37fZ�XAP 1 11.Ei m O ✓II E. w FA1KwJ \ I� +o.f IF ts:w o f GENERAL NOTES: s I =i„ �. ^ 1 NDusE NUYflOP 168 O' 2 ASffSSQ4'S INfORYAnON• YAP 14A PARCEL OR 1 FLOW ZONES X(O2X)k AE(EL12)(FEYA PANEL 250009 0754 JL AEC I P.r I ONSTRUCTION 4. ZOWNG OISTRICK RB DARD AOLY r&201.) 1 i > x PARCEL 7! B r 10.0' I p vE I s STOCKPILE C .. .. 9.00 AREA 3. 10T COVERAGE Br. _ j Fri I �•'r1 E I A.EZAW 5M MAO ES I,IJT SF/7,9A9 IF a J7..9i N__A I 1- z a PACPO=SMWA#20' 1..577 SF/7,90 SF. a r96S F MPCQEAPIrM/#VW new CYM/PRm FAE+V AN OV 1W O FOFSNB SURVEY t ! N ' I 2JW 7 afVA nONS SNORN ARE BASED OV AW IN AADWAV IOPnCAL CA IUM ISM 97E IS WM AOUP&PROWCnOY OSMCT j /S5 A!!O 3 I i , ce serzrx'w +oo.o: 90oUCE 10a - -_ . - BENCHMARK: PAY!(9vALL pu,4aYAf L��C 9ED TOP OF CB A¢/ Me.w'L'bOgviaL PR/PCr6L 73 j l IEL.9.1 - OWBA ES t PARCEL M LBSLIB'A( S'AYNA'A`PETER COULBT 1 r T�. f•r�.: i racvuEl✓NA rouN MICHAEL MCK/NLEY & j & KENDRA BOR/S—MCK/NLEY I q''666 SEVE"%'T�7 VENUE �Ais j iID`�G t -PLAN REWSIONS- Scale: 1"-10' Date: AUGUST 22, 2018 j rr,/r1-re.U.f;1AWAS T+!AAls t 10r[F1KRI?c u i f5 { ,. oexx:Rna: ar R•/nR L 0arwick &' Associates Inc. tYV AIi BSA(.r.P.Jt pA/C G/2P/1B E END I R Exrsnuc z'ca:rOOR 63 County Road Boz 801 ExrSnAc 10'CONrOUR NortA Falmouth, A(ass O2556 C sew.0/.WN-.o AII'1 - EX)SnNC SPor cce"noN /508f 563 7777 ! rune Fsspurs SOW�5518DFltowplSSIBO67SP.ewp cD/D„ - fWND ❑ CONCFYrr ROUNO WIN DHIa HOLE I 0 r 9/16/03 Notice: This Form Is To Be Used For the Repair Of Failed Septic Systems.'Only PERCOLATION TEST AND SOIL EVALUATION EXEMPTION FORM hereby certify that the engineered plan signed by me dated- 4 M0� concerning the property located at at.Uyh,' meets. an of the following criteria: • This failed system is connected to'a residential dwelling only. There are no.commercial or business uses.associated with the.dwelling. • The soil is classified as CLASS I and the percolation rate is less than or equal to 5 minutes per inch. The applicant may use historical data to conclude this fact or.may conduct deep test holes and percolation tests at the site without a health agent present. • There is no.increase in flow and/or-change in use proposed • There are no variances requested or needed. • The bottom of the proposed leaching facility will-be located no less than five feet above the maximum adjusted groundwater table elevation. [Adjust the groundwater table using the. Frimptor method when applicable] Please complete the following: A) Top of Ground Surface Elevation(using GIS information). LA Y-00 B) G.W.Elevation l vD adjustment for high G.W. 0.9 DIFFERENCE BETWEEN A and B SIG D : Z= a �- � DATE: NOTICE Based upon the above information;a repair permit will be issued for bedrooms maximum.. No additional bedrooms are authorized in the future without engineered septic system plans. q ASeptic\percexemp.doc Iti Permit Number: Date: Completed by: HIGH GROUND-WATER LEVEL COMPUTATION Site Location: Lot No. Owner, I-ig"C'AAf mwzz Address: 54Mtr Contractor: 7HAY CKJ� aiC"ems: Address: 'X na (w l mc� ';N'4\ f`q A (D"25 Notes: STEP 1 Measure depth to water table tonearest 1/10 ft. .............................................................................. .Date I month/day/year STEP 2 Using Water-Level Range Zone and Index Well Map locate site and determine: OA Appropriate index well..............r...r........r....r.............,....r �A. W © Water-level range zone ....................... STEP 3 Using monthly report "Current Water Resources Conditions" determine current depth to {\ r water level for index well ................ ........... � re moot /year STEP 4 Using Table of Water-level Adjustments for index well (STEP 2A), current depth to water level for index well (STEP 3), and water-level zone (STEP 28) determinewater-level adjustment ........................................................ ............................... Y� STEP 5 Estimate depth to high water by subtracting the water• level adjustment (STEP 4) from measured depth to water levelat site (STEP 1) ...........................................r......;..................................,. Figure 13.--Reproducible computation form, 15 Town of tarnstable Regulatory Services Thomas F. Geiler,Director • BARNSTABLE, MAC Public Health Division .i6gq �0 '°rFo 39 Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 5/22/05 Designer: Shay Environmental Services, Inc. Installer:. Robert Septic Services. Address: P.O. Box 627 East Falmouth Address: 5 Trenton Street MA 02536 Yarmouth, MA On 5/22/05 Robert Septic Service was issued a permit to install a (date) (installer) septic system at#166 SEVENTH AVENUE, HYANNISPORT, MA based on a design drawn by (address) Shay Environmental Services, Inc. dated 04/19/05 (designer) _X 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. 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. V-\N OF MgSS C q o� CARMEN TInsitAlleA Signat E. SHAY in No. 1181 esigner's Signature) (Affix p Here) PLEASE RETURN TO BARNSTABLE 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:Health/Septic/Designer Certification Form m Rd SSd. 17d rd W 7A' RAW 7•Z' R•/R 16.1 TIR ' Cal v I b 2La 21 211' s°s I I o OO ON AnA OOA � I ?Sd lit. 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I DA Q " m z DO� m�9 Fp x m Oz ,�m x. 2 ®-s $ 0 m� 2C m Z O � xz O a � w p 0sm1 o G1rO z � aC m r � $ pO O � ��9 y !^ a m0m 9Z O 2NAm �0o oAi om 4 oN O Aww Nm 'D4�m9 � gm 0A m m C. grp TrA ch zM n0N N rTD01N mir AC z �- < N O S �4 Nm Om � DA 0;bf BO n O m O CAO O mO IT, ccM c C r { m Z _ 2o O Dzmm AOmG -rx _ __ -� J�p ff1 C, '.m0 E Z { 0 Gzi Gzt 111E pEBIOROMISSIO BE MOFOLIN FANY A'C,n-` uo��+� FOR: ®��'COTUIT BAY DESIGN.LLC ERRORSO WINGS PRIOR AREroUNOON NEW G 10-1/ HOUSE TIIEBEORAYIORIBPR,ORTG START OF 43 BREW ROAD D 6LCTI°".'"ESULDI'G`m,TRR"°R MASHPEE MA. 02649 W LL BE RESFMIBIE FOR T HE OONIENT !� MTIESE ORAYA/OS IFOfA15TIN0T10N tutCt'CtNLEY RESIDENCE PH.(508 2�411166 5 \ OOMMEI6EB WITHOUTHOi1FYIHp THE Y N M II r ,ESIGNER OF ANY ERRORO OR C10801 . FAX(50 )539-9402 0 RI•• j � O BAR YFRTHEVB E OFTI MERtO-AA,y E T.ERFGAIANXRRIFOURFFITNVA"TMO Pg0 THE 166- SEVENTH AVE. W. HYAVNIS�PORT, MA =�OFTHMMSINNER� 0 ATOTURAL NOEN P IWO. J o Z w r---ABFHALi ROOF SMNGLE6 fV . W H..GHNAND VANNG ui ®O �®1D 12 P nP PVC 1 x a TLYING RFII W�- BOARMW,AgDRIPB TYP.PVC IA0FA6CN.fRIEZE. �yuj— ._ I X 4 SVBRAIM -a 8DFFR BOAliOg �m 0-1 ICWOFPLATE - - - W?BLl nP.NA1BBcavvEo(w.c ,, ^ � wtw O� wEaTHEa I'LV II - &s.CAM RAILING WIPE .. Y O PVL WtAPPED gl OOPosrs NOOa tu TOP OFPIATE ID TOF OF WILL EL-OB Ft�OOF icd//wJ� B �D-P9PSR-El1 RTc,a fO WATERTABLE WARdEDCAP _ -- z . AVgtAGE E%IgiN3 _ - BTORE FACED RETNMNOVWLL - - - - - EMART VENT BMARTVBIT - - gMARTvo. gMARTVEW _ VERIICALTBO - s� 11W mGAR ST ELEVATION za dj ��' Z t�i w ® J a a W b f� OBATH uj FOLDING m 6'ABC Z' ,qr/ OR TI I PF H' ?A6VMLL a NAILING SCHEDULE � � > >b ' / j I: F 110 MPH EXPOSURE C WID ZONECO MMON NAILS NO.OF BOX NAILS NAIL SPACING.OF 1 Co JOINT DESCRIPTION1W.I.C. 's ROOF FRAMMG: 2_ - 2-10d EACH END V CD ui BATH LOCKING TO RAFTER(TOE NAILED) 316d Ed EAQH END zo - RIM BOARDTORAFTER(END NAILED) 2.16tl BEDROO #44 4-16dzao0 �ONE TOP PLATES AT INTERSECTONS(FAILED) 2-18d (WBIE 2-16d 16d 96'o.a ALONGE�ESSTIIDTOSTUD(FACE NAILED) 16d® � HEADERTOHEADER(FACE NAILED)© INTERIORAMINO: PER JOISTSAFENBOUIW 2-10d ROOF JW6T T061LL,TOP PLATE OR GIRDER(TOE.NAILED) 2-W _ 2-10d EACHEND �'�" B-D BLOCKING TO J015T3(TOE NAILED) - 318d 4.16d EACH JOISTEACH Koao Q �, c 6DECK. BLOCKNG TO SILL OR TOP PLATE(TOE NAILED) 316d 498d PERJOISTEtHALL �'cENEREo za'e EL us - LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3Sd I 310d fd ABOVE ON „ JOIST ON LEDGER TO BEAM(TOE NAILED) _ 3180 416d PER JOIST ' © ABOVE GABLE D - - PER FOOT p rr BAND JOIST TO JOIST NAILED) 2.16d 316d5111,11 . - - - u+.w-IE,NTEwD10 BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO � ���ffis� VlALlS W R01GA yWWy;; �?1 �t SAFENSOLIM MARK D - BYv QS a INTE TTY - - ROOF SHEATHING: Wt.. �3 . BEDROOM;'3 IRD��`L ROO - WOOD STRUCTURAL PANELS(PLYWOOD) IOd 6'EDGEW FIELD F6� el § ECK ad 1Od 4'EDGE14'FIELD RAFTERS OR TRUSSES SPACED UP TO 18"D.c. EpGE,r'FIELD RAFTERS OR TRUSSES SPACED OVER 16•o.e. Ed 10d 6•EDGFJB"FIELD GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG Ed 10d SCALE ; —IPE OECKaG— TRUSS - - GABLE END WALL RAKE OR RACE. - !. Ilm 4-EDGEl4•FIELD 1/4R N Wl STRUCTURAL OUTLOOKERS _ 8d — _ -- I .d T`,ARLE END WALL RAKE OR RAKE TRUSS Wi LOOKOUT BLOCKS s.s.CABLE RAIUNO WIPE CEILING.SHEATHING: 5d COOLERS T EDGEi10'FIELD 2.B CAP 5 PVC WiAWED Py CENTERED POSTS GYPSUM WALLBOARD 3/26/2019 ABOVE On• — © GAE,E WALL SHEATHING: 6•EDGE112 FIELD (PLYWOOD)OOD STRUCTURAL PANELS(PLYWOOD) 6tl 100 3'EDGE.4i FIELD - a•-T,rr z-g• ".�1r z'B - STUDS SPACED UP TO 24•o.c.- Ed 7"EDGE10°FIELD DRAVWNG NO. 12"8 2502'FIBERBOARD PANELS - 5T1 COOLERS 1F.o 1/2'GYPSUM WALLBOARD - FLOORSHEATHING: - 10d 6"EDGNI7 FIELD SECOND �L�®� PLAN VWDOD LESS THICKNESS PANELS(PLYWOOD) 8tl 6'EDGE�6'FIELD .. � 1"OR LESS THAN I"THI K tOd .. i 18dA2 GREATER THAN 1"THICKNESS -.__ - --- � — - - I, RW 28 SCREEN PORCH PARCEL 75 PARCEL 70 N F NAP A. $ & M RY OUOA`N L ISL' PHILIP C. .�ACALLISTLR � JANE'T M YIRIIUS � s II LANDSCAPE GRATE AND N JOHNSON 2 x .3'DEEP DRYlWLL /- 7H �° j ) PROJECT I, , CRUSHED STONE.11�'/CAZ � o c6/DH / LOCH noN U� THE ORYHELL SHALL BE PLACED < FOUND I sEUEivrH » ENTIRELY N1MIN THE C1 HORIZON. � � �►� ( A VENUE CB 13 PINE N87.21'36"E STOCKADE: FENCE i I FOUND RAIL FENCE PERA/EA 100.00 BEPA A E ZO .QOST dt USE H-20 / i''" CBE t�'.H w DRYWELL f 29.' • r I D a SHE { o 8.83' tr 1p.0 CENIFPIILLE econsuct -, IIAR86W the drivewoy 4. x12.5' APPRO�CIMATE 1 bit. cone LOCATI OF (SLAB xlsnN "s.A.s. I - LOCUS MAP PAVED i FOUNDATION) I i I 0 SHR. cv PARKIN `_ _IV EXISTIN ► NOT TO SCALE BENCHMARK _---------- --- p TA K 1011 TR. NAIL & CAP D4 r---_ O EL. 8.81' GAS Exam SERVICE , 9.75 , ; 40.2' I PARCEZ 74 1 LIGHT 1 , N/fi► Posr , - + , + JOSEPH A. do T"-i MET. call sHR: +-. i + I '�' CONSTANTINE' Ln o < O -071 rri v ; ; i , , r� . HOUSE I I rn ----, 1 1 r 1 FIRS n-0OBI T C.E:�'11.6' cn 0 0 25.6' r EL 16.00 ___�� w w JJ -- I w GENERAL NOTES: W z g 5%/ ` ' 10.4' r 15.50 ( , O �; o SLAB l I i ` 1. HOUSE NUMBER.• 166 { m _� '' ' �Y"OUNDATION II✓EN' ` 45.1' m � N 2� c, 2. ASSESSOR'S INFORMA770N. MAP 245, PARCEL 071 I , O ao -0 1 -� ; EL. i I J. FLOOD ZONES- X,(0.2%) & AE (EL.12) (FEMA PANEL 250009 0754 J, + EXING + �� 13.0 i i ; I ONSTRUCTION DATED JULY 16, 2014) m o i Hou #166 i ,+► I , OO + I 4. ZONING DISTRICT RR m �? PARCEL 71 ; F.F�3.40 , 8.J 10.0+ R ERNE ; ( STOCKPILE z , , o °`0 ARE 9. 0. AREA S LOT COVERAGE BY 7.5 ;_ 8f - -f E�ClS71NG STRUCTURES >,432o.S.F./ 7,998 SF. B. PROPOSED STRUCTURES. 1,571 SF. 7,998 S.F. = 19.6Z O TP2 � 40 MIL. o r ' 1 POLYLINER + o -_ 6. TOPOGRAPHIC INFORMATION COMPILED FROM AN.ON THE GROUND SURVEY + + + o � _ �+ (SEE NOTES) ,� 2F N Z ELEVA77ONS SHOWN ARE BASED ON NORTH AMERICAN VERTICAL DATUM 1988. • NEW DECK o�Q + 32.00' -- c. ---- '�� PA77 � ro I I 8. S17E' /S Wl'THIN AOUIRER PROTECTION DISTRICT s 1 EL. r��� R Mom BE I - � 1 155 � I < I 9. INSTALL 40 MIL POLYUNER ALONG THE FOUNDA77ON WHERE IT IS WITHIN 20 o OF THE RESERVE AREA. I! CB S87'21'36"W 100.00' STOCKADE MCE FOUND RAIL%NG ALG1/G SHED BENCHMARK: w ,Sn+ALt cwncw,aL cANOscAPE PARCEL 73 QPA7F AND bWYNECL TOP OF CB MEET BUILDING - N,�, EL. 9.1 GYBE REGULATIGwS OA'EN E'. PARCEL 72 LE'SLIE' Il. NIL' 01 EIL Si TE PLAN IYAYNE` & PE'TE'R COULE'T - & JACVUSLAE' TOLAN FOR ��I"°F Mqs MICHAEL MCKINLEY & ,�9ry & .KENDRA BORIS-MCKINLEY GARY S.LABRIE No.aoo3s ,�166 SEVENTH AVENUE 1 _ FXISr is: H YANNIS, MA hpU NC "PLAN REVISIONS" s 3 12/20/1 NEW HOUSE, REVISE LOT COVERAGE, NEW SA.S. ✓DR scale: ' "=10' ate: AUGUST 22, 2018 4 01109/1 ADD 40 MIL POL YLINER AND NOTE ✓DR 5 0411511 ADD PER TEST LOCATIONS ✓DR I N0. DA TE DESCRIPTION BY PA/PR _ /'/` a rw Ck CJG t`�sso C Z a tee Inc. C. LEGEND I . 63 Count Road Box 801 DRAWN BY L.M., R.J.W. DATE.• 8/22/18 10 O 5 10 20 _�� g __ _ EXISTING 2 CONTOUR y P. ----10 ---- EXISTING 10' CONTOUR Nortli Falmouth, Vass 02556 CHECKED BY GSL SWEET 1 or 1 SCALE.• 1 IN01 10 FEET x 10.5 CB/DH EXISTING SPOT ELEVATION (508) 563 7777 a P. )Loud Projects 2004"iSS18067jdwg�SS18067SP.dwg FOUND E CONCRETE BOUND WITH DRILL HOLE I I I FIRST FLOOR ELEV. 16.00 5" DIA. OUTLET(S) GENERAL NOTES TOP OF FOUNDATION ELEV. 15.0t USE RISERS TO REMOVEABLE COVER PROP. FINISH GRADE AT FOUNDATION ELEV. 13.0 BRING COVERS FINISH GRADE OVER DIST-BOX ELEV. 12.5 WITHIN 6" 1) THIS SEWAGE DISPOSAL SYSTEM SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE GRADE OVER TANK 13.0 OF GRADE REGULATIONS OF TITLE 5 OF THE STATE ENVIRONMENTAL CODE AND THE REGULATIONS \ OF THE LOCAL BOARD OF HEALTH. 12.1 " THE CONTRACTOR SHALL USE RISERS 2) THE LOCAL BOARD OF HEALTH IS TO BE NOTIFIED: � MIN M�N TO BRING THE COVER TO IMTHIN A PRIOR TO BEGINNING CONSTRUCTION IN THE EXCAVATION FOR THE PURPOSE OF 9 MIN. O I 6 OF FINISHED GRADE SOIL EXAMINATION TO INSURE CONTINUITY OF PERMEABLE MATERIAL. 11.6' ® 2 00% SLOPE -- --- ---- -------- - ____ ____ (B) PRIOR TO BACKFILLING THE COMPLETED SYSTEM FOR THE PURPOSE OF 6" 1.6' ® 2.00.g SLOPE ---»--- PROVIDE WATERTIGHT PERFORMING AN AS-BUILT INSPECTION. 12 MIN. (C) PRIOR TO CONSTRUCTING THE SYSTEM IN A MANNER OTHER THAN SHOWN FLOW LINE V " PVC JOINTS (TYP.) 10" 3» = FROM SEPTIC TANK " ON THIS DESIGN. 11.23 14 10.75 4 PVC OUT TO 3) CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION THROUGH LEACHING FACILITY DIG SAFE AND OTHER APPROPRIATE AGENCIES. REPORT ANY DISCREPANCIES TO THE 11.00 - 10.72 ( ) - - " _ 2' ZAID FLAT S=.005 DESIGN FIRM. j - OPTIONAL - 2, 6 10.55 I 4) ALL SEPTIG SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING. IF THE SYSTEM IS 48" INSTALL _______ LOCATED UNDER A `DRIVEWAY, OR WITHIN 10' OF AN AREA THAT MAY BE TRAVELLED ON, PROPOSED ZABEL OUTLET THEN THE SEPTIC SYSTEM SHALL WITHSTAND `H-20 LOADING. FILTER 1,500 GALLON CONCRETE SEPTIC TANK GAS 5) WHERE REQUIRED, THE CONTRACTOR WILL REMOVE ALL LOAM, SUBSOIL AND OTHER (TANK TO MEET SPECIFICATIONS OF BAFFLE "WiGGIN" DB-5 (H-10) - UNSUITABLE MATERAAE. IN THE AREA BENEATH AND FOR 5 FEET ON ALL SIDES 310 CMR 15.226) 5 OUTLET DISTRIBUTION BOX OF THE LEACHING FACILITY. THE CONTRACTOR SHALL REPLACE ALL UNSUITABLE OR APPROVED EQUAL MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, FINES OR OTHER UNSUITABLE ------ --- ------- --- --- --- MATERIAL. REPLACEMENT MATERIAL TO HAVE AN INPLACE PERC RATE OF TWO MINUTES ---- ---------------- ---- ------ TO BE SET"ON 6" OF CRUSHED STONE. OR LESS. PLACED ON A COMPACTED LEVEL BASE TO BE SET ON 6" OF CRUSHED STONE 6) 4" SCHEDULE 40 PVC PIPE WITH TIGHT JOINTS TO BE USED IN DISPOSAL SYSTEM PLACED ON A COMPACTED LEVEL BASE. FIRST 2' OF OUTLET PIPES TO BE UNLESS OTHERWISE NOTED. LAID LEVEL AS PER TITLE V. I NOTES: 7) THIS SYSTEM IS NOT DESIGNED FOR USE WITH A GARBAGE DISPOSAL _ ALL COVERS SHALL BE MARKED H - 10 SEPTIC ,TANK DISTRIBUTION B O X DETAIL I WITH A MAGNETIC MARKING TAPE. N.T.S. N.T.S. G THE CENTER COVER TO DATA THE CONTRACTOR SHALL USE RISERS TO BRIN NOTES . TEST P IT WI THIN 6" OF FINISHED GRADE TO BE USED AS AN ACCESS PORT. THREADED 166 SEVENTH AVENUE CAP 1; NO HEAVY EQUIPMENT OVER SYSTEM. FINISH GRADE OVER LEACHING AREA EL. 12.5-13.0 oFTMAOE 2• DISTRIBUTION BOX TO BE PRECAST INSPECTOR: DAVE STANTON REINFORCED CONCRETE UNITS, WITH AN H-20 CAPACITY. DATE:.04/12/19 MIN. 2" OF 1/8 1/2 DOUBLE WASHED STONE Q.% 3. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN OR APPROVED FILTER FABRIC ACCORDANCE TO REVISED TITLE V OF THE STATE PERFORMED ,BY:J.E. LANDERS-CAULEY P.E. 4.83 ENVIRONMENTAL CODE, MINIMUM REQUIREMENTS TEST PIT # 1 TEST PIT # 2 EL. TOP = 14.0 EL. TOP 12.4 FOR ,THE SUBSURFACE DISPOSAL OF SANITARY SEWAGE. - --- _ " .-..... - .._ _ NE EL. WATER - 108 EL. '3.4 I EL. WATER = NO • • •• � 4 ANY CHANGES TO THIS- PLAN MUST BE APPROVED- ( f BY,THE BOARD OF HEALTH AND THE ENGINEER. •5. AT THE COMPLETION OF CONSTRUCTION, PRIOR TO 0 on I 10.43 OOO�E E0000 E3Fa®®®E3� (14.0) (12.4) o o BACKFILLING, THE BOARD OF: HEALTH AND ENGINEER 00vn 0E 0000E 0 0 2.0' 0 0000E®0 ®®0® ®®®�®® o SHALL BE NOTIFIED FOR INSPECTION. 0/A - SANDY LOAM 0/A - SANDY LOAM 0 U 0 0 0 0 E®0 10YR 3/3 10YR 3/3 6. PITCH ALL SEWER LINES 1/4 PER FOOT. UNLESS INDICATED OTHERWISE. 12" (13.0) 10" (11.6) " B SANDY LOAM B SANDY LOAM 3/4 1-1/2 DOUBLE WASHED STONE 7. INSTALLER TO LOCATE ALL UTILITIES. STRIPOUT ALL UNSUITABLE MATERIAL USE .H-20 CHAMBERS 8. INSTALLER TO PROVIDE AT LEAST ONE OBSERVATION PO 10YR 5/8 10YR 5/8 AND REPLACE WITH MATERIAL THAT 8.43 5.0 COMPLIES WITH TITLE 5 STANDARDS � 9. INSTALLER TO CONTACT THIS FIRM TO ,CONFIRM EL.9.6f 8.83 SOIL CONDITIONS DURING SYSTEM INSTALLATION. 34 (11.2) 32 (9.7) " " (5 AROUND AND BELOW THE S.A.S TO THE Cl LAYER € 1) 10. ALL SEPTIC SYSTEM COMPONENTS TO .BE CONFIRMED C1- MED. SAND Cl- MED. SAND 45.00' BY SURVEY. INCLUDING BUT NOT LIMITED TO, THE 2.5Y 6/8 2.5Y 6/8 WATER EL. 3.4 BOTTOM OF TEST HOLE EL. 3.4 BOTTOM OF LEACHING AREA, PIPE INVERTS, AND TOP OF STONE. 54" (9.5) 54" (7.9) EIEED PI OEILE END V IE V V 11. ALL COVERS SHALL BE MARKED WITH A MAGNETIG PERCMARKING TAPE. C2- FlNESAND 56 (9.3) C2- FINE SANDLEACHI 2.5Y 6/4 2.5Y 6/4 (3.4) N.T.S. N.T.S. (H2O 0 124 (3.7) 108 3.4) ---------i FIELD LAYOUT j SHEET 2 OF 2 SEWAGE DISPOSAL SYSTEM DESIGN DESIGN DATA O ; RESERVE AREA CALCULATIONS t 14. x 5.50 17.0E 00 1 2 i CAPACITY PROVIDED 16s SEVENTH AVENUE F ; 320E x 120E = 601.0E S.F. CAPACITY REQUIRED , , 601.00 x .74 = 4".74 GPD SYSTEM .DESCRIPTION: AN 8.83 x45.0 TRENCH t CURRENT RESIDENTIAL - 4 BEDROOM WITH 4 ® 500 (H-20) GAL. CHAMBERS EQUALLY SPACED I p i cAMcu ,RY ioNs BARNSTAB�E' MA (110 GPD/BEDROOM) = 440 GPD (2.0' EFFECTIVE SIDEWALL AREA) - ' -_ - D MINIMUM TOTAL FLOW: x .74 = 453.38 GPD ; ��` ss3(}(2}+445(2)(2j 7 3215.32 , - LOCATED AT: 166 SEVENTH AV E N U E TOTAL - 440 GP p EA 612.67 x .74 45&38 SEPTIC SYSTEM DESIGNED FOR 4 BEDROOMS. TOTALS �t - BARN STAB LE MAS SAC H U S ETTS t o I � ANY ADDITIONS SHALL NOT INCREASE THE NUMBER OF BEDROOMS. TOTAL LEACHING AREA: 612.67 S.F. p f, L - aoo'"I DATE SCALE DRAWN CHECKED JOB No. owc. Na TOTAL LEACHING CAPACITY: 453.38 GAL./DAY , ' i SS18067SP SS18067SP 12 27, 18 N.T.S. JDR or CERTIFY THAT 1 AM CURRENTLY APPROVED BY THE i .__! � � T,�j J. �i Associates / DEPARTMENT OF ENVIRONMENTAL PROTECTION PURSUANT ' --------� I'" -'' ` -- /'l' a7^w2 CI & 1 i sso C 2 a tes In c. SEPTIC TANK TO 310 CMR 15.017 TO CONDUCT SOIL EVALUATIONS N AND THAT THE ANALYSIS GIVEN HAS BEEN PERFORMED REVISIONS 4 ' 440 GALS X 200% = 880 GALS. DESIGN CAPACITY BY ME CONSISTENT WITH THE REQUIRED TRAINING, No. DATE DESCRIP77ON BY 63 County Road Box 801 EXPERTISE, AND EXPERIENCE DESCRIBED IN 310 CMR PROPOSED 1,50E GALLON SEPTIC TANK 15.017. 1 FURTHER CERTIFY THAT THE RESULTS OF 1 4 15 1 UPDATED PERC. JDR NOr'tjl Falmouth Aws 0,2556 MY SOIL EVALUATION, AS INDICATED ON THE ATTACHED SOIL EVALUATION FORM, ARE ACCURATE AND IN (508) 56<3 - 777� ACCORDANCE WITH 310 CMR 15.000 THROUGH 15.017. I i i i - FIRST FLOOR ELEV. 16.00 5" DIA. OUTLET(S) GENERAL NOTES - TOP OF FOUNDATION ELEV. 15.0f USE RISERS TO REMOVEABLE COVER PROP. FINISH GRADE AT FOUNDATION ELEV. 13.0 BRING COVERS FINISH GRADE OVER DIST-BOX ELEV. 12.5 WITHIN 6" 1) THIS SEWAGE DISPOSAL SYSTEM SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE GRADE OVER TANK 13.0 OF GRADE REGULATIONS OF TITLE 5 OF THE STATE ENVIRONMENTAL CODE AND THE REGULATIONS OF THE LOCAL BOARD OF HEALTH. 12.1 _ 20„� 9" MIN. THE CONTRACTOR SHALL USE RISERS 2) THE LOCAL BOARD OF HEALTH IS TO BE NOTIFIED: MIN. - MIN. TO BRING THE COVER TO WITHIN (A) PRIOR TO BEGINNING CONSTRUCTION IN THE EXCAVATION FOR THE PURPOSE OF - - - - - - - - - - - - - - - - - - 6" OF FINISHED GRADE SOIL EXAMINATION TO INSURE CONTINUITY OF PERMEABLE MATERIAL. - - - - - - 11.6' ® 2.009 SLOPE _ - - _ - _ WATERTIGHT COVER (B) PRIOR TO BACKFILLING THE COMPLETED SYSTEM FOR THE PURPOSE OF 6" - 1.6' ® 2.007. SLOPE - _ . _ _ _ = PROVIDE WATERTIGHT PERFORMING AN AS-BUILT INSPECTION. 12 MIN. (C) PRIOR TO CONSTRUCTING THE SYSTEM IN A MANNER OTHER THAN SHOWN _ FLOW LINE 0 - - JOINTS (TYP.) 10" 3„ _ _ 4 PVC - ON THIS DESIGN. 11 .23 - 14 - FROM SEPTIC TANK 4" PVC OUT TO 10.75 _ 3) CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION THROUGH 11.00 - - _ LEACHING FACILITY DIG SAFE AND OTHER APPROPRIATE AGENCIES. REPORT ANY DISCREPANCIES TO THE -_ 10.72 - 6„ _ 2' LA/D FLAT (S=.005) DESIGN FIRM. OPTIONAL - 2 - 10.55 4) ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING. IF THE SYSTEM IS 48" _ INSTALL -_ LOCATED UNDER A DRIVEWAY, OR WITHIN 10' OF AN AREA THAT MAY BE TRAVELLED ON, - - - - - - ZABEL OUTLET THEN THE SEPTIC SYSTEM SHALL WITHSTAND H-20 LOADING. 1 ,500 GALLON CONCRETE SEPTIC TANK GAS = FILTER (TANK TO MEET SPECIFICATIONS OF BAFFLE _ "WIGGIN" DB-5 (H-10) 5) WHERE REQUIRED, THE CONTRACTOR WILL REMOVE ALL LOAM, SUBSOIL AND OTHER UNSUITABLE MATERIAL IN THE AREA BENEATH AND FOR 5 FEET ON ALL SIDES 310 CMR 15.226) - 5 OUTLET DISTRIBUTION BOX OF THE LEACHING FACILITY. THE CONTRACTOR SHALL REPLACE ALL UNSUITABLE OR APPROVED EQUAL MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, FINES OR OTHER UNSUITABLE - - - - - - - - - - - - - - - - - - - - - - - - - - - -= MATERIAL. REPLACEMENT MATERIAL TO HAVE AN INPLACE PERC RATE OF TWO MINUTES TO BE SET ON 6" OF CRUSHED STONE OR LESS. TO BE SET ON 6" OF CRUSHED STONE PLACED ON A COMPACTED LEVEL BASE 6) 4" SCHEDULE 40 PVC PIPE WITH TIGHT JOINTS TO BE USED IN DISPOSAL SYSTEM PLACED ON A COMPACTED LEVEL BASE. FIRST 2' OF OUTLET PIPES TO BE UNLESS OTHERWISE NOTED. LAID LEVEL AS PER TITLE V. NOTES: 7) THIS SYSTEM IS NOT DESIGNED FOR USE WITH A GARBAGE DISPOSAL - ALL COVERS SHALL BE MARKED H - 10 SEPTIC TANK DISTRIBUTION BOX D ETA I L WITH A MAGNETIC MARKING TAPE. N.T.S. N.T.S. THE CONTRACTOR SHALL USE RISERS TO BRING THE CENTER COVER TO N OTES : TEST PIT DATA WITHIN 6" OF FINISHED GRADE TO BE USED AS AN ACCESS PORT. THREADEDCAP 1 . NO HEAVY EQUIPMENT OVER SYSTEM. 166 SEVENTH AVENUE FINISH GRADE OVER LEACHING AREA EL. 12.5-13.0 WITHIN 3" 2. DISTRIBUTION BOX TO BE PRECAST INSPECTOR: DAVE STANTON OF GRADE REINFORCED CONCRETE UNITS, WITH AN H-20 CAPACITY. DATE: 04/12/19 MIN. 2" OF 1/8 - 1/2 DOUBLE WASHED STONE 6?S.PX8RT1 1 3. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN OR APPROVED FILTER FABRIC ACCORDANCE TO REVISED TITLE V OF THE STATE PERFORMED BY:J.E. LANDERS-CAULEY P.E. 4.83' TEST PIT # 1 TEST PIT # 2 ENVIRONMENTAL CODE, MINIMUM REQUIREMENTS '_Jz FnQ "THE SUBSURFACE DISPOSAL OF SANITARY SE�tiAGE. EL_. TOP = 14.0 EL. TOP = 12.4 . .. . EL. WATER - NONE EL. WATER 108 " " " " " " " " " " """ " 4. Af�Y CHANGES TO THIS PLAN MUST BE APPROVED - = EL. 3.4) eBY THE BOARD OF HEALTH AND THE ENGINEER. 10.43 ®®®� ®®®®® 0T ®�®®®®® 5. AT THE COMPLETION OF CONSTRUCTION, PRIOR TO 0" 14.0 0» �(� o 0 Q 00 0 BACKFILLING, THE BOARD OF HEALTH AND ENGINEER ( ) (12.4) �p l l ® 0 Ea ®®®®® 2.0 01 0 ®®®®®®® SHALL BE NOTIFIED FOR INSPECTION. 0/A - SANDY LOAM 0/A - SANDY LOAM oo"v ®®®® ®®®®®® 00 �ti o ®®®®®®® 6. PITCH ALL SEWER LINES 1/4" PER FOOT. 10YR 3/3 1 OYR 3/3 0 o UNLESS INDICATED OTHERWISE. 12" (13.0) 10 (11,6) 3/4" - 1-1/2" DOUBLE WASHED STONE 7. INSTALLER TO LOCATE ALL UTILITIES. B - SANDY LOAM B - SANDY LOAM STRIPOUT ALL UNSUITABLE MATERIAL 8 43 USE H-20 CHAMBERS 8. INSTALLER TO PROVIDE AT LEAST ONE OBSERVATION PO FT. 10YR 5/8 10YR 5/8 AND REPLACE WITH MATERIAL THAT 5•0' 9. INSTALLER TO CONTACT THIS FIRM TO CONFIRM COMPLIES WITH TITLE 5 STANDARDS SOIL CONDITIONS DURING SYSTEM INSTALLATION. 34" (11.2) 32" (g.7) (5' AROUND AND BELOW THE S.A.S TO THE Cl LAYER €EL.9.6f1) $.83' 45.00' 10. ALL SEPTIC SYSTEM COMPONENTS TO BE CONFIRMED Cl- MED. SAND Cl- MED. SAND WATER EL. 3.4 BY SURVEY. INCLUDING BUT NOT LIMITED TO, THE 2.5Y 6/8 2.5Y 6/8 BOTTOM OF TEST HOLE EL. 3.4 BOTTOM OF LEACHING AREA, PIPE INVERTS, AND TOP V OF STONE. 54" (9•5) 54" (7•9) LEACH FIELD PR0FILE END I EW 11. ALL COVERS SHALL BE MARKED WITH A MAGNETIC C2- FINE SAND PERC MARKING TAPE. 56" (9.3) C2- FINE SAND N.T.S. N.T.S. 12. ALL EXISTING SEPTIC SYSTEM COMPONENTS SHALL BE 2.5Y 6/4 2.5Y 6/4 (3.4) REMOVED AND DISPOSED OF AT A SUITABLE LANDFILL. (H20 CAD 124" (3.7) 108" 3.4) DESIGN DATA ;---a :-- FIELD LAYOUT SHEET 2 OF 2 SEWAGE DISPOSAL SYSTEM DESIGN i I I I CAPACITY PROVIDED I RESERVE AREA CALCULATIONS I 14.00 x 15.50 = 217.00 CAPACITY REQUIRED I i 601..00 x1 740= 444.74 GPD 166 SEVENTH AVENUE SYSTEM DESCRIPTION: AN 8.83'x45.0' TR7_NCH CURRENT RESIDENTIAL - 4 BEDROOM WITH 4 ® 500 (H-20) GAL. CHAMBERS EQUALLY SPACED i O I PRIMARY AREA BARNS TABLE, MA I � CALCULATIONS (110 GPD/BEDROOM) = 440 GPD (2.0 EFFECTIVE SIDEWALL AREA) Q�I 8.83 x 45.0 = 397.35 LOCATED AT: TOTAL = 440 GPD MINIMUM TOTAL FLOW: 612.67 x .74 = 453.38 GPD I N1 8.83(2)(2) + 45(2)(2) = 215.32 (" -+5-�'- 1 166 SEVENTH AVENUE O I 612.67 x .74 = 453.38 I, I SEPTIC SYSTEM DESIGNED FOR 4 BEDROOMS. TOTALS o' �g BAR N STAB LE , MAS SAC H U S ETTS ANY ADDITIONS SHALL NOT INCREASE THE I �I NUMBER OF BEDROOMS. TOTAL LEACHING AREA: 612.67 S.F. i O 1- �5 - - I �II r.5o �� 8 e�� DATE SCALE DRAWN CHECKED JOB N0. DWG. N0. TOTAL LEACHING CAPACITY: 453.38 GAL./DAY I I �I 12 27 18 N.T.S. JDR SS 18067SP SS 18067SP I CERTIFY THAT I AM CURRENTLY APPROVED BY THE L___- -_� .- - - J �H Of DEPARTMENT OF ENVIRONMENTAL PROTECTION PURSUANT I-- - - `+ SEPTIC TANK TO 310 CMR 15.017 TO CONDUCT SOIL EVALUATIONS N G XarwZck & 4ssocZales Inc. REVISIONS J J' AND THAT THE ANALYSIS GIVEN HAS BEEN PERFORMED u 440 GALS X 200% = 880 GALS. DESIGN CAPACITY BY ME CONSISTENT WITH THE REQUIRED TRAINING, NO. DATE DESCRIPTION BY 63 County Road Box 80/ EXPERTISE, AND EXPERIENCE DESCRIBED IN 310 CMR 3 101 North Falmouth, Mass 0,9556 PROPOSED 1,500 GALLON SEPTIC TANK 15.017. I FURTHER CERTIFY THAT THE RESULTS OF 1 4 15 19 UPDATED PERC. JDR MY SOIL EVALUATION, AS INDICATED ON THE ATTACHED o.° k, SOIL EVALUATION FORM, ARE ACCURATE AND IN (50c -63 - 7777 ACCORDANCE WITH 310 CMR 15.000 THROUGH 15.017. Ow� ► � �:1 I 14. VENT PIPE O eat 4 In II xn . ttin Least 2 inches to ,. SECTIO N A - A Schedule a -PVC w rFill;, . dul (r Cha coal Odor r_ ., " ALL OUTLET FROM .� _3.PR''FS OM THE m N A PIP .` *NOTE: L ES ARE 0 4 SCHEDULE 40 V C:L E T BE C EDULE P. , DISTRIBUTION x ...., ;TR{BUnoN eo SHALL BE ,. t Puhitkc....V t t 0- tn. from P OFI E W :_- . _m R L VIEW OF LEACHING `SYSTEM -_ ., SET LEVEL-F AL RE COPE OR .!.EAST 2 FT, ..> ,. ,;- h u e #o septic tank ':, s tl 1 D 80X over must b ExistingFou dots P C I/a a :.: �..:. :} .....,5 Foundation _ „c I . ,Not y to Scale` t r . ith9 i finished r «- n 6 n. of nr;hed grade -:r- . - Septic ton covers moat be 9 p , _ ✓ -. .x:+ ., _,a .... T.O.F. elev. 100.00 1 3 5 OUTLET � r ,. n. , �,within 6 M..of.fin shed rode ,. . J.« ,., , ,.aca�'.. .„.. g _ r i r . . _ _ KNOCKOUTS ... ,.. C'r over Bo 100,00 + � ode over SAS 100.00 _ Grade over Septic Tank 99.00 .; .. �P 9 o Y d f Y.1e.A.e[P�a�lont �. r / / � _ . A\ 3 ! M 1 P S •MAfd Gr'WML Stint 5.5 -. :.42 :.HAFT 4 PVC CAP I. e + , s PED NSPECII T - a o rev. - -S w To Lad _E 9625 O.az t.3 HOLE P , [ INSTALLED AND TO RE 1NTHIN 8 OF GRADE >, - P n . <3 mum. aver _ To :of SAS Etev,-95.75 „ S 0.0 (H t0) DIST. BOX P 0 4 4 SCH. O 7e 0 4 P yy J5 .V I 1 ,- NEW PE ->- NEW t 0 A 5 0 G L l S- 0:010 per foot FROM FOUNDATION n 'N 5 r -_ .. SEPTIC TANKCROSS-SECTION PLAN SECTION _ � 20 , H 10 0 24 Effective � p true `A Il> �D tp o t S dewtxll FULL F' .....CONCRETE ou+oATwN•--� A rn o Unit 4 o m 2 2 6 s e 7 z ,. 3 HO LE H 10 DISTRIBUTION _ u n ON BOX > > I -4 I5A m SYSTEM F > 4 5 `PR IL NOT T _ EM PROFILE v � o SCALE 8 auo , , s 41 Rand t{at &t� ATE a a Not to Scale . Effective Width r �"arpanY :::... � _ r 50 _ Effective Length Le a 9 - N A YSPECIFIED ' a GENERAL OTE RISE PIPE AS NECESSAR TO ACHEIV7= T PTi NOTES 0 SE C TANK „ o ----- 6m.of34 1t Y o SAIL ABSORPTION T$ I❑N SYSTEM (SAS) compacted atone .._ m — 1. Contractor responsible r Po !s fo Di safe notification w9 w G A M - n INFILTRATOR-TR T❑R ❑ 0 and protection f_ L DEL. 3 � (H 20 'LOADING)/ S'UMN R & DUN BAR o ectlon o all underground utilities n E DU B R p g u and_pipes. " 2. The i e septic c tank ondistribution a d box hall N T P M P s be set NOTE: ALL COMPONENTS UST HAVE RISERS TO WITHIN 6 _BELOW GRADE _ R I Bottom of Test Hole t aev.-87.00 (0 EQUIVALENT) , „ » - level n f N Groundwater Observed s 144 ve o 6 0 3/4 1 '1/2 stone;' o a NOTE:' OVERALL HEIGHT F INFILTRATOR.0 LL GH O I F TS 30 E FECTIVE HEIGHT IS 24 I/ 3. Bockfrl should be clean :'wand or ravel with no 9 stones over 3" in size.sz . 4. This system i s s subject to inspection during installation PERCOLATION` T Y ! P 9 ; EST b C rm - a en E. Shay Environmental I hServices, Inc. Y Y 5. The contractor :n acto shall install this system n accordance . Y I Date of Percolation n Test: MARCH 0 o est 29 005 `2 with V f the Massachusetts:0state code, he approved plan s Performed PP Test Pe a med` B CARMEN E."SHAY R.S. � ` ° Y . and al I : Local Regulations. otrons: Results Win WAIVER r` T 9 t Witnessed B R e .BARN .H y _. VE (p SABLE. B 0 6. `If, during installationt n i he co tractor ten counters n Y gany Excavated B SHA ENVIRONMENTAL'SERVICES, INC • • - . : cE , , soil conditions or site<conditions , c o s that are,different Percolation Rate. Less Than`<2 MP1 � 0 3 from those shown o ,t s n he soil or in our design , 9 9 in , installation must halt �o us a & immediate notification be made to Carme n E. ShayEnvironmental Services, Inc. Test Hole ` c s. c t 7. No vehicle or heavy 'machines shall r` NO. 1 y y a I dive over the `s r e t c system role o unless noted as H 0 septic p y 2 t c components. DEPTH SOILS ELEV. P t? TH E 8. Install Tuf-Tite '` s baffles a or equals on all outlet tee ends. o os.00 9 -- 9, All Distribution in II D # Lines shall be 4 diameter Schedule 40`NSF PVC pipes. Sand loam ' PP Y 1 . All: 0 solidpiping, tees '& fittings shalt be 4 diameter , g 10 YR..3 2 I Schedule 40 NSF PVC pipes with water i _p p h r tight joints. 0 9 A 25 11. Municipal Water isConnected to A L F The �L 0 e Residence and Abutting Sandy :Properties Wi Within 1 0 :Loa m t 5 Feet. 10 YRS B THE PROPERTY IN A APPROXIMATE 0 TY LINES RE PPROXIM TE AND B.9 30 96.50 COMPILED'FROM THE SURVEY,P '•N Y w Q LAN GENERATED B Medium R BAXTE & NYEN f S VI A YE o 0 ER LLE, M n 0 „ `Sad 0 SITE PLAN OF LOT 60 AM OT nr _ L 9 J ES IS ROAD, MA 'AT T Y to YR'7 4 0. DATED .DA DATED 1UL 8 1985 / 8 00 Fai led ed Failed _ AND IS NOT T 0 ENDED. 0 BE A SURVEY PLAT PLAN 3o tea 9 SHED EY G ''Cess ool P , Cess ool IT`SHOULD'BE USED FOR NO PURPOSE OTHER THAN 4 PVC , E SEPTIC SYSTEM INSTALLATION. ENT • • O_ .. 1 EXISTING CESSPOOLS T MP G 0 BE-PU PUMPED OUT AND REMOVED ` T ;TES HOLE 1 _ L r� - - _ _ NOTE_ ANY. STRIPPED T I'_�z __ OUT SOIL CONTAINING LEACHATE ___' __ '.: .LEV,--9 . I E 9 00 FROM THE EXISTING � - 0 E EX S NG EACH PIT T DISPOSED OO I_ 0 BE S OSED - F 0 AS PER BOARD F BAD 0 HEALTH 'SPECIFICATIONS. 2 � N W 1. E 500 0l O 9 , _ .._. -_ _ - . _ _ :.. _. T w _ WE N S AR= P T__._ _.. _ _ __ ,_.�_ ._ � _ . __ _. _ .: - LA E RESEN WITH N 20O OF `TN PROPERTY-_, _ P-R � _ -, . _ _ - _ � _ E OJECT, B�hCH .ARK ,_ _ �. _ Se u T I, Perc 1 P i , # T' ARE E OVER M-0 E 00 FRO THE PRO A 1 ED SAS.» TOP OF FOUNDATION � '< Depth Perc: 4 FOUND 0 0 e to e c. 36 to 5 P i_ O E 100:00 (Assumed) LEV Perc.Rate 2 MPI .,. ASSESSORS MAP 245 PARCEL 071 i ,> ✓ P L Groundwater r G oundwate Not Observed b ery HWT NoOs Observed E EXIS ING O T LEGEND DE CK E D Elev. _ O ADJUSTED`H2O ..None 2 BEDROOM , O -------- --—--- O T HOUSE DENOTE R LL a .' S PROPOSED : 3 2 01AM ACCESS MANHOLES 104 1 ' X SPOT GRADE • .. - fss to s , DENOTES EXISTING D ES EX . NG SPOT GRADE _ 04 46 1 !. r i PL 1.rlPROPERTY LINE INLET -. R .' -- 00 T ,irA.E LOTS THE ACCESS F P TANK, TS : 'S51 & 553 CCE COVERS OR THE TIC #� # 6 96P PROPOSED .CONTOUR DISTRIBUTIONS BOX AND LEACHING COMP NT . a. ONE 1 i H,.— S A. � LL BE RA1SE TO WITHIN fi ��.-..r- � D OF I � B 000 S Square e t .-_ 7=1rvISHEo GRADE. 1 EXISTING `:CONTOUR STEEL REINFORCED PRECAST CONCRETE T 1 E ETE INSTALL TITE GAS BAFFLES OR E(}UALS P VIEW 0 ALL OUTLET TEE. ENDS z-w LAN E a > .. _ I _ P TE ST.EST HOLE &�, a 5-24 REMOVABLE COVERS : I "� c9 1 r- .._ .PERCOLATION — 0 .:TEST LOCATION . .� �. .. ., ... - _ - � ---• 6 FOOT STOCKADE FENCE _3 min.clearance - r t Y INLET '. 2 min, Inlet to outlet .' ._.__._.-----�_.:._-----`---.....__�._-----------1 .. p. i ounEr_.r ..L�Td—bud ,. qu - I :_— 5 7 r 1 Liquid depth 1.5 -. 01 PLOT F_U_ _ 5'E �FN TIC �.� TlE'N P LAN 4 F RIGHT T 0 FOOT IGH OF WAY O F PROPOSED S P . . � ) ETC SYSTEM UPGRADE ;. 10 0 PREPARED FOR , ` CROSS `SECTION END-SECTION 0 , RI CHAR M 0R � - D 0 E T TYPICALA 1500 GALLON SEPTIC T AL S _ T C TANK 66SEVENTH `NOT TO'SCALE t'_ AVENUE H--- 10 OADIN L G HYA N I S P RT : N 0 MA , Design Calcul `ti ns : .., d Q OF _T 9 M H'( A S a L S s , R r ' PREPARED BY. `Number ' f m G e o .Bed oo s Equivalent 2 E ul a t to 330 Gal,/Day a 3 0 aL' m. r 4 fD Y ( 3 G jDay M per,_ V) : R N r Go ba e Grinder: d No , , 9 ; C�1 R .�IE.N ,SH Y Leaching ,Ca Capacity 44 I L1 p y Proposed. 0 Gal./Day./Day Minimum AT OWNERS REQUEST I S { , i Septic Tank 4 S n 2x 40G1 `T a. Do 880 NE W EW t 500 GA Septic Tank. P � Y 1.. P ENV 0 SOIL ABSORPTION' • IR NMENTAL :SERVICES INC.INC P ION AREA: I percolation I .E Using e co anon`ra i to of <2 min„ nch 9 P / Bottom Area: 0 B om A ea OJ4:`gal/sq.: ft. x 4 F OO s ft 296 gallons q P.O. _9 � .0. BOX :C?27 0 T 6 i a _ 20 4t?S dewo A 4 Area: 0 7 al, s f x 2 71 f 9 t 32 s ft. 1 .ti8 gallons 50 9 9 N ; 9 S P EA ST, FALM UTH MA ' 0 5 • TA R � 0 2 36 Po din . _ 4 :6 ti7 8 gallons 9 , 9 k T _ - : - , EL FAX 508 539 7966 Use: 6 3050 H 0 INFILTRATOR ;2 I LTRA CHAMBERS 'HAVING A 2 EFFECTIVE P ., SCALE. 1 �20 R ,, DRAWN S BY. C£ AT ,APRI 1£ 9 2005 4 a D L w � -T x L 0 BE USED WITH F A H 2 0 W S ED STONE ON THE SIDES AND `4` OF WASH STONE N THE SCALE: 1 WASHED S O E O E ENDS. LE, ZO PR T FILENAME: 5 7 PP_OJ£C SD7 5 1=1 T 2 L E D 25 DWG SHEET 1 OF 1 ; 9.