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HomeMy WebLinkAbout0212 CAP'N LIJAH'S ROAD - Health 212 Ca p'n Lijah's Road Centerville A= 193 — 128 UPC 12543No. 3LOR HASTINGS•MN - •t"-" •�.-•� ,•.-. •d� �- TOWN OF BARNSTABLE LOCATION ),1'X CA P 4 C1 TAMS Z0 SEWAGE# ;Logo-y07 A VILLAGE CG1i%'r6u_ 1".C_ ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. Ro '6 ooiL_eo ,jas_40TIA1,911 SEPTIC TANK CAPACITY _iT0 LEACHING FACILITY:(type)( � � CaT�(size) L 56t403 <4ty1ri(j,, NO.OF BEDROOMS OWNER TOK) ) 79_ sinei1a l..otike PERMIT DATE: -3- 10 - �c3 COMPLIANCE DATE: 3 9-t ck-Aan Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility W Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) "4, Feet Edge of Wetland and Leaching Facility(If any wetlands exist within AA 300 feet of leaching facility) Feet FURNISHED BY_0 "r- � „ -03 V4LVC _ 3 r6 f � r No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in comp ter: 00. `. PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes (� ftpY1LatI0tt for DIBpOsAY *pStPIU CDYYStCUCtIOtt pPrIIIIt Application for a Permit to Construct( ) Repair(X Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. ;Z(01, CAP tN ".TA H is Owner's Name,Address,and Tel.No. G4 vtLd-� TU o'� t_0 ( So&i1�A �vAA/040 Assessor's Map/Parcel j l `S Rh C-E Installer's Name,Address,and Tel.No. 5'oV-q--i`i -7�?I-T Designer's Name,Address,and Tel.No. ScV-4Z7-531 3 RzbiF&-°T 1b vvP_ do L`&<=tr.)t�2cX/G c D u7Ll (,.InJ �o Type of Building: . 0,.tn' y-7,Y- Z3(�T �� Dwelling No.of Bedrooms .3 Lot Size 1 j sq.ft. Garbage Grinder( ) Other Type of Building ef�S tDGA.Ml/kl^ No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 3n gpd Design flow provided vL.$ gpd Plan Date 13 -I'?- ;k.[} Number of sheets Revision Date 3 Title 2 l 2, CAP W L f TA H S R!> -11 v4ll e. Size of Septic Tank no C ticyc9S Type of S.A.S.00 SeD C-Z4!C_ ��htac�3 RS Description of Soil f�l�L(,��,( S it D (wye-L Q �k �� [7C4{ , Nature of Repairs or Alterations(Answer when applicable) U,5& (g 1 S7't&)C �T(, � C-4CLArJ StEtrtL 7AL)k Iy�k' �"+•aU �~�©%`� �T� �� C�4.[L�iV L'f•:.ZO G•L Id-�Cn �'+'��-C�` �. t" A-� ly-S fik? Paz PA-041/ Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the.provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued this Board jHejh) d. Date YAoq Application Approved by I Date Application Disapproved by Date for the following reasons Permit No. 0 0-7 Date Issued � No. Fee 0 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes 'PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01pplicatlou for MispoBal *pstrm Construction Permit 1 - Application for a Permit to Construct( ) Repair(X Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or.Lot No. ;Z{ +��tN (.I:rAµ ts R� Owner's Name,Address,and Tel.No. ` -1'BUU lrot`'Vr ( SO&4YA CvgNC4O Assessor's Map/Parcel25 G Y�L C t Installer's Name,Address,and Tel.No. $'Ogg-(,-t-1 -IR 8-1`/ Designer's Name,Address,and Tel.No. :5c9-4Z-1-53 t Z Rolb�—r t3 OVR M. Type of Building: T,,,,11?-"r-77V- "83(6•' Dwelling No.of Bedrooms Lot Size q.ft. Garbage Grinder( ) Other Type of Building QSi-,j jkjGNM L_ No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided ,g gpd Plan Date Number of sheets Revision Date Title 21 X CI AR W L 4Z41 S Rf D Size of Septic Tank P i 11 Type of S.A.S. /�T��? - Description of SoilA L Nature of Repaix's�r,, Wrati ns(Answer when applicable) 1 f Date last inspected: (� . k ■ � • Agreement: t U ' The undersigned agrees to ensure �e construction and maintenance of the afore described on-site sewage disposal system in ' accordance with the provisions of TitleSt of ke Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued b thiBoacd Heal S ed Date •L, i• Application Approved by ' / i r Date Application Disapproved by _ Date for the following reasons Permit No. o ) )L, Date Issued ------------------------------------------------------------------------------------------------------------------------------------ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(jO Upgraded( ) Abandoned( )by R p�1 !�� at ��a_ ' P'/s) f_I Z4i4 5 P� C���!I L t� has been cons cte i acc with the provisions of Title 5 and the for Disposal System Construction Permit No. / u Installer Rc)2d�:pc ( t S Designer a)614) #bedrooms .3 Approved design flow 33n gpd The issuance of thi pe it shall not be construed as a guarantee that the system will ncti designed. Date d Inspector Ar ---:------- -----------------.-------- -------------------------.:------ -------------------------- o. - _ N Fee--- ._.✓� ., THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS bisposal 6pstem Construction Permit Permission is hereby granted to Construct(�") Repair(� Upgrade( ) Abandon( ) System locaied at � () C 2" / C_l AnAt- 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. f, Provided:Construction must be completed within three years of the date of this permit. Date ` Approved by k Vily SAS 0 i Town of Barnstable pFTHE tpy o Regulatory Services x BARNSfABLE; : Richard V.Scali,.Interim Director 9qMAM 9. � Public Health Division rEoYA Thomas McKean,Director 2.00 Main.Street;Hyannis,MA 02601 Office' 508-862-4644 Fax 508-790-6304 l Installer&Designer Certification Form Date: 1241 _ Sewage Permit# �20-10—.0 7 a, Assessor's MaplParcel 1 9 3—1. Designer: Ch a , :n J xtgy" . 5 f>nC Installer: u Address: I2: 164J, Address: :N63 'tr'a1'f-1 tic-c- �-AT ( "A On `3-IU—ap p Rrs tc4— 13 was issued a permit to.instal a {date) (installer) septic system at 212 c4 P . ..1 V1 `.' S VIr `��'► t � based.on a design drawn by i (address). C�9;��12e_f 12 Wa:ilks,f k< dated 2�+7 2c� (2,�,,� 3 t 7- _Z;el (designer) t/ I certify that the septic system referenced above Y was.installed substantially according to the design, which may include minor approved changes such-as lateral relocation.of.the distribution box and/or septic tank. Strip out (if'required was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major.changes (i.e. greater than. 10' lateral relocation of the:SAS or any vertical relocation of any component of the septic system) but in accordance with.State&.Local'Regulations. Flan.revision or certified as-built by:designer to follow. Strip out(if required).was inspected and,the soils were found satisfactory.. I certify that the system referenced above was constructed in with the teens of the IAA.approval letters(if applicable) 1N � I � SFr P�tER T. (In er's Sign,�,) M c1MEE Ho.35109 P o (Designer's Signatare ) . (Affix Designe PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL B11 OT)~I THIS FORM AND AS- BUILT CARD ARE RECEIV.ED.BY THE.BARNSTABLE PUBLIC HEALTH DIVISION. 'IHAl IK YOU. Q ,Septie.Designer Certification Form Rev 8-14-13.doc Engineers note:This certification is limited to an as-built inspection of system,components as installed prior to'backfill:The engineer did not supervise construction of the:system>The installer assumes responsibility for all materials;workmanship;backfilling to specified grades with'proper compaction and setting risers/covers:as shown on the design plan: Town of Barnstable # 2, 21 ' Department of Regulatory Services p ' 1 _ t ��B� ub ><c Health D1v><s><on Date > R.' 200 M in:Street Hyannis MA 02601 Date Scheduled j r7. 3.0Cl1 O ov _ - ( -�.... -: 10. Time `Fee Pd. Soil Suitability Assessment°for Sewage.Disposal Performed By: �-- Witnessed By: r, �Z•. L,O CATION� E I A '�TFC?.R 'TCI'N Location Address ry i Owner's Name C1. 5 1 ©1 ►"y ®Ze,lIY �GN,1 he 1 �:t� ��w -e '1 f/r/i �.0 Address ZI 2 egro l C.s l eQ k Is/`A'/ 1'K Assessor's Map/Parcel: 1 �3 — f Z Engineer's.Name e9e NEW CONSTRUCTION REPAIR X. Telephone# Land Use /�� ^ � Slopes M Surface Stones' Distances from Open Water Body ft Possible Wet Area i Z -_ft Drinking Water Well ft Drainage Way 00 ft Property Line LQ Zo ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) v � zo 26 r ' . )24 Parent material(geologic) v Jos Depth to Bedrock w` r Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater ]DEURMNATION FOR SEASONAL.WGR WATER Method Used: Depth Observed standing in obs.hole: In, . Depth to boil mottles: in. Depth to weeping from side of obs.hole: _ — in. Groundwater Adjustment ft. Index Well# Reading Dater Index Well level At({,factor Adj.Groundwater Level a ' OLA ' ON:TES'T sac® _ ................. f: Observation Hole# f � r� Time at 9" J 6 Depth of Perc o �d Time at 6" .. Start Pre-soak Time @ LQ t Time(9"-6') End Pre-soak �< j l�1 C /3? ✓1 Rate Min Jlnch 2 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. Q:\SEPTIC\PERCFORM.DOC VEEP OBSERVATION IIOLE LOG -Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. 0 ,( Consist nc ` v pEEP"OHSRRVATT(31'�T HO ;E'LOG �- Htrle#_ Depth from Soil Horizon Soil Texture, Soil Color Soil Other Surface(in.) (USDA)' (Mansell): Mottling (structure,Stones,Boulders. . r� onsistenc Gravel 0' yi2 I% qI G /►� .e s'E, 2� `�'Gay ld , , , too OOSERVATION HOVE.LOO Bile Depth from. Soil Horizon —" Soil Texture Soil Color Soil -" Other. Surface(in:). ... , (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) DEErOIRSERVAT ON HOLE LOG Hale:# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Stricture,Stones,Boulders. Consistency, _Flood Insurance Rate Main Above SOo year,flood boundary No_ .Yes ` Within 500 year boundary No Yes Within 100 year Hood boundary No .Yes Death of Naturally.Occuriine Pervious Material Does at least foursfeet of.naturally occurring pervious material'exist in;all are as throughout the area proposed for the soil absorption system? If riot,what is ale dept(i of naturally occurring pervious material?. Certiflcahon �'kqi �!` .. I certif that on date I have passed the soil evaluator y .. (date) P aluator examination a proved by,the P Department of Environmental Protection and that the above analysis Was performed by me consistent -with the required training;e" se and experience described m 310,C1--, •15.017. bla :. Date r .. ..:: ........... .- :. :.- .•....:.. _ -1. Q 1SEPTIGIPERCFORM DOC` i L No. �� 1 Fee 00 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01pprication for ;Di5po!6a1 *pztemc Construction Vertnit Application for a Permit to Construct( ) Repair') Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. .1 Z Gj1 pq&�> 's /f�y Owner's Name,Address,and Tel.No. c�.rcr�;ile ++z 21Z c,se n isi-40S Assessor's Map/Parcel 101 `3 1 L 8v,�Lc Installer's Name,Address,and Tel.No. Cp ew"&7 ¢ �nrtd yrs Designer's Name,Address and Tel.No. 1?�. 3,x Tt�3 �o q LF tfo z8 C�v�re w&e 40 1 Z .Y ceei�r �(S r Type of Building: Dwelling No.of Bedrooms 3 Lot Size 1 5; 6 10 f sq. ft. Garbage Grinder ( ) Other Type of Building S'1't No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) r3 3 fl gpd Design flow provided y 7 gpd Plan Date S—t 3 —'Loo d` Number of sheets 2 Revision Date Title `L I-- 1'1 Size of Septic Tank 1 000 Type of S.A.S. 5'�i, es •r �;a 1, s��s Description of Soil &212 1? 1131 G Nature of Repairs or Alterations(Answer when applicable) bfla a il G a 7b A(I-J C11lf ZJ�i `yu Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed Date Application Approved by Date Zp p Application Disapproved by: Date for the following reasons Permit No. Z o o Date Issued Zo O, .i ya^V.'..r'�:-, -ti• ai... �.`.�. v v.+..--„r,,,.®,t .[yam.• f ,-....u•�w.f .. ,^.�",TM+1-•.acw.. .. of..„,,.,.. ,:. .r .... .rw-..-�. .. , ...� No. .�d Fee L r— THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: �— PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes application for Migpogar *raem Cow6truction permit Application for a Permit to Construct( ) Repair`(() Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. 212, C4 pn L i�)<� S /Lu,� j Owner's Name,Address,and Tel.No. j 6 >0 Gum-cr"�to /ors Zlx Grt n 4,S+aN y 3 Assessor's Map/Parcel /r7 ' O Ge n+Y 6„jP(� A*1 lGta Installer's Name,Address,and Tel.No.P C di 3ew � T U Designer's Name,Address and Tel.No. t'N� '� kr yt,� q.?,2 ce,,,rerzv,rito il. �«+ �uctss�Y.1dS f JZJ rO.4 Type of Building: Dwelling No.of Bedrooms Lot Size 1 , (� (� } sq. ft. Garbage Grinder ( ) Other Type of Building '"`l No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) -3 3 o gpd Design flow provided y gpd Plan Date 't 3 -Z oQ Number of sheets '2- Revision Date Title Size of Septic Tank Q Q Type of S.A.S. (.5 Description of Soil !SQ2 Nature of Repairs or Alterations(Answer when applicable) CT. <<+, 1 u Q) ct/ ► ► J-6 6\QL J Date4ast inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. ,~ Signed / /1 Date Application Approved by / Date Zp a,J3 Application Disapproved by: �/ Date for the following reasons r s` Permit No. 2 d D t­`1 k Date Issued S�'�b' 2-ooS THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded ( ) Abandoned( )by �AaPew, tip G"'-i-k.,,P/,5 e S L L C. at 7-1 a 6—hpH L� Sis r-/ }S &A-c� (.e4,�t/vr��� has been constructed in accordance t 1 with the provisions of Tittle 5 and/thee for Disposal System Construction Permit No. dated Installer �Aa1� �1't 7t:�'rOf/j rj Designer `? J)iu,L L,t/tlztL. #bedrooms I Approved design flow gpd The issuance of this pf rmit s all not be construed as a guarantee that the system/mill funs ion as de 'gned. Date . 7, Inspector1 No. Z-O O P^ 1 -1 f Fee /O O —--- THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS Migpogal *pgtem Construction Permit J, Permission is hereby granted to Construct ( ) Repair (V, ) Upgrade ( ) Abandon 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: Construction must be completed within three years of the date of this pe it. Date " 2 U b Approved by b J f 05i'20/2008 15: 00 5084775313 ' ENGINEERING! WORKS: } PAGE. 01 ) 'Town of Barnstable ` Regulatory Servic+ s ` 4! o l I Thomas F.Geiler,Dhvd;or PubBe wealth Division �,►�, , Thomas McKean,Director f Main Street,Hyannis,MA'0?.6dI Qtl"ice_ 508-8624644 j Fax.: 508-790-6304 j t Installer A Deshmer Certiflcotlon Form I r Date: Sieve 'e Permii#' ZooB" l q7 t°I'3 IZ ! Axsemr s MapTarce j Designer: + Instaiyer: �" t ; iti k-�,r�C C � 1 Adtiress: Ca�s.s ''Ack Address: .�� oC '7 '' i641 Q .O.`{`� I k f ! Iwer7/t� PQ 3 gI jIF - pn J�"���ZodQ �cnl-''cJ►�2 t;�'�£r`roCl�� w i as issued a permlit to install a 4, i (date) septic system at 2�"� w` L:`, h �� fie - based on a design drawn by i dated �` � b' °-�;N'e-c SA ko1Vz (designer) r T c8rkify that the sep4s, systems referenced above was installed substantiall' Wording to k the design, whieti mar include minor approved changes!such as lateral relocation of the + distaUtion box aird/, 7 septic'tank. i I T certify that the septic system referenced above was 'installed with major changes (i.e. j greater than 10' lat&w relocauo of the SAS;or any vertical relocation of spy component I. of the septic system►)but in accQzjdance with State Local Regulations: Flan revision or certified as-built by designer to iaiiaw. f OF 4j, { PETER T. tallCY'S S tUTe) I i MCENTEE �I CIVIL �' I N0.35109 i /STEt'`����r�` I �± NAL (Designer's Signal .1 (Affix Designs ere)PLEASE RETU HEALTH I Wiwi 01 i p d >I COMPLIANCE YqU NQ1 Bl i RECEIVED Y THE BAR14 ABLE PUBLIC HEALTH DIVISI , THANK You, ' f Q H0dWSapGic/Dee Va C,e U&aban Farm 3-26-04 doc TOWN OF BARNSTABLE LOCATION In Ll Rel SEWAGE# ZGO - 147 VILLAGE &ygh ASSESSOR'S MAP+&PARCEL 143- � Zg t INSTALLERS NAME&PHONE NO.���,a d o Ci^ 4 Z f 'l0 2 oo f SEPTIC TANK CAPACITY load, L-* t a s LEACHING FACILITY:(type) to) irk, Can ���a� lsi.e) NO.OF BEDROOMS OWNER offO Lo ry�o-to PERMIT DATE: 5- 1(0- Zoo g COMPLIANCE DATE: ZO& Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility G Z 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 FURNISHEDBYAppi� Gvt �Q��Se j lr�� c 2 P►3 B1 �2•� � S `30, � �3 3\ .o 3 4 I- �S- 3� 's 15-1 3ca Fps ..................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF -HEALTH C� .. ..../_.......�.................OF..... ............................................... ApplirFation for Disposal Works Tonstrur#ion Pumit Application is hereby made for a Permit to Construct 0� or Repair ( ) an Individual Sewage Disposal Sy!sw at: 15....._.......... .................... .... ..........------•-••-_. .. .... p� /Location-Ad 00btINO. .......... Y.. 4 .. S.r ..................: ..... .................... Owner Address �j Installer Address *. ` Type of Building Size Lot/q'i.4.�[-_�_._..Sq. fee Dwelling—No. of Bedrooms_:_....... ............................Expansion Attic f�y� Garbage Grinder Other—T e of Building No. of persons............................ Showers — Cafeteria G" Other tomes . Design Flow......... ....:..................... . gallons per person-per er ay. Total daily, flow..... ___ '�� gallons yy = � . W Septic Tank—Liquid*capacity� ka�gallons Length aJ-.-....... Width._.. .. .... Diameter................ Depth.... ....... x Disposal Trench—No. .................... Width .1..._...___._.. Total Length..............�__._.Total leaching area... ________...._sq. ft. _._ Seepage Pit No........./......... Diameter..... --------- Depth below inlet...'..6.......... Total leaching area. q. ft. Z Other Distribution box (/ ) Dosing tank ( ) '-' Percolation Test Results. Performed by......_�._ _A.I7_e��.,_s..l_:�_.�.!....... Date.....��`���� aTest Pit No. 1...._.�.__.minutes per inch Depth of Test Pit.......!!_.�...__.. Depth to ground water-_--•----___--4___. (i Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water......................... 0 Description of Soil...................... ...f (. - -- - -------•--------- --------- ----- W V -.... ----------------- ------- -...... ------------------------------------------------ •......... ---------------------------------------------------------- ------------------- .---------------------------- W UNature of Repairs or Alterations—Answer when applicable...............................................:............................................... --------•-------------------•------------------------------•------•---------•-----------.........-•-----••----------------------•-------------•-----------------------•------------•---...•-•--......... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of iITU 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has een issued by board of health. .Sign 9� _� ate ApplicationApproved By.... ----• . .......................................................................... = 3 ............... Application Disapproved folf the f ollowing reasons------------------•--------------------------------------------•---------------------------------------•-•------- ............................•-----•-•••-••--•----------•---...---•--•--•----------•......._..•-----......----------------------•----•-•-----•--------------------------•--•-•--------•----••--------•--- Date PermitNo......................................................... Issued-....................................................... Date A FimB.....:... ......: �vo. :. .. .. ...... THE COMMONWEALTH OF MASSACHUSETTS ,e. BOAR® OF HEALTH , ..... ....... ......OF..... ..a.. .�.. ................................................ Apptiratilin for Diipaiitt1 Workii Tomitrn.rtinn "anti# Application is hereby made for a Permit to Construct (>� or Repair ( ) an Individual Sewage Disposal System - r ,at �-r• ` ;l� s lc'd •C o f' y,� r� c�v v1 11 e ......... .. .. ....... ........••...........••• ••....---...-••--..._..............------•••--- - -...........................••---- cation- rOwn er r�e-- ----------------------- .2:A....X.46....5-L-%N®o.� E .................... Address x/" S/�'°f �i_ya Installer Address UType of Building Size Lot_�1�__ _� ------Sq. fee Dwelling—No. of Bedrooms....................................Expansion Attic ,�V� Garbage Grinder Ov '04 4 Other—T e of Building No. of persons............................ Showers — Cafeteria Q' Other tyres .----•--------------- W Design Flow......... .....:...................... gallons per perso per.jiay. Total daily, flow........... `.. _. WSeptic Tank—Liquid capacityl-��®gallons Length�r-r_..... Width________________ Diameter................ Depth.... x Disposal Trench—No..................... Width ....... Total Length.............. Total leaching area . .............sq. ft. Seepage Pit No........I.......... Diameter....:! ......... Depth below inlet._.._........... Total leaching area4;;Ll....sq. ft. Z Other Distribution box Dosing tank ( ) 1­4a Percolation Test Results Performed by.._..._j_ _0.77- .Y✓ F . "7/� t Date -•- -_---- r a Test Pit No. I____..�.....minutes per inch Depth of Test Pit.___..6.__....... Depth to ground water_-D.--------- 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water................_....... P4 ........ O Description of Soil.................... �----------- •--------•--;.....-------------------------------- --•----------.._..-----•--•--•---•----.._..._._........-- - ---------- - ��' --------------------------------------------------------------•-•------------------------.......--------- x U .............................................-•---••-----.........................----------------.......------------------------------------........----------------...........----------••-•----•---- W ----------------------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------•---•.-•---- U Nature of Repairs or Alterations—Answer when applicable............................................................................................... --------••--------------------------------------------------------------------------•-•---...........----•---------------------------------------------•---------------•----------------................ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of T II.T1.2, 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has een issued by-t-4e-board of health. ,Sign -r._.. ...... _4w =.:.............•---••-•---......-- ...........� =. `�----. r ..................., ate Application Approved By.! G� :.c -•-----------------------•------ 1r r Date Application Disapproved or t following reasons---------------------------------------------•---------------................................................... ....................••-------•-----..................---------------------•-----------.......------------------------.......------------------------------------------------------------------....------ Date PermitNo......................................................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOAR-D OF HEA TH Tntifiratr of Toutpliattrr T�I�S ERTIFY, That the Individual Sewage Disposal System constructed (i ) or. Repaired ( ) by -------- e . ---------- •-- .. r * Inst 1 a r✓ ,44 / at /! -------...e.__.— ----------------------- has - ' ��- been installed in accordance with tier rovisions of 'IT LF, of The State Sanitary C e a described in the application for Disposal Works Construction Permit N _____ __________________ date '- _.�___ ........................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRU AS A GUARANTEE THAT THE SYSTEM WILYF CTION SATISFACTORY. DATE.....-lZIZ- :I- .................................................. Inspector....------ •----------------------•------... ---•-•--- THE COMMONWEALTH OF MASSACHUSETTS r' BOARD OF j,'E H No..................... . R]�ij----.:------•-------- �i� Permis,liawlis hereby r to C; t (� r RpfS it (�. an Indi ual SevtTa e D eS Syst '�^~ � V�o yr ...... �... .....at No................. .................................. '-- ------......----•-. Streetr-. A as shown on the a lication for Dis osal struction Permit�'�&:��'f__.._____ Dad _ ? %''^PP P :.... ................... 1----------------------------------------------•--............------ Board of Health DATE....................................... FORM 1255 HOBBS & WARREN, INC., PUBLISHERS ssn v LOCATION � `� SEWAGE PERMIT NO. VI.ILAGE i K�C,A. c� � `-glee INS A LLER'S NAME i ADDRESS I U I L D E R OR OWNER DATE PERMIT ISSUED 12 A- A T E COMPLIANCE ISSUED �` ��y1 xjr a �`�`�' � � � '- v e �� �' f CO /'7 S A0 40"n J�7 �L4>7 77.5 � Y!.t G /�'�"7 ���r�` ® �ired � ,6avo7 j t ,C3�� ,Z 7 7 6 . Oe 4/ v a Vo 9 47 4ay e, Aa a 4 -Pt r OVA . v o zip 6 � EJ-2 I O �vi v m — — — — — -- 9' .SQL,//G s s 1, 77 oles i 77 fo jr4 1:r _ s )7 V/r0 7777-7 n to L c o c � 7-1 9.r , /98 '.S'F. "ram j �p �Ye. N14 4 ° o vo/_.s At 464 D o !► 3t • �! °� /��ssccl � �Qa AILV •i / 97 7. oL J j I CERTIFY THAT THIS PLAN SHOWS THE ACTUAL LOCATION OF THE STRUCTURE ON THE LAND AND THAT IT CONFORMS WITH THE • By-LAWS THE TOWN � , : 9��� FLAN OF LAND IN p Of N corwraw v/L k.C_` MASS. OWNED BY rRA FRANK CONE r Comm 16• 642� A N&073�o FRANK CONERY 12 BRUNER LANE C16TIt �g �16Ttir`� CENTERVILLE, MASS. 82632 � 440 suer. ORAL E� tEGtSTUID INGINEP i tAJ40 SUPEYOdt SCALE! 1 IN =,20 FT. ,_ * ,fie• , . z LEGEND EXISTING CONTOUR N o S3 Ek EXISTING SEPTIC TANK co — x 100.98 EXISTING SPOT GRADE ® `°n9°0° TOP OF TANK, EL.=102.60t 95,69 a? W EXISTING WATER SERVICE LOCUS Capn Crosby Rd INV.(OUT)=101.27t U UNDERGROUND WIRES r° Pen to 0 TEST PIT G Hite 9 5.1 7 z pOsthr 9 EXISTING LEACH PIT 94ECT/PEDS CN 01 a el EXISTING c!y! BENCHMARK P �` �; r TO BE PUMPED, FILLED W/ /} 1'• /P6 oOo� a �+ oSt 4" :° ti�Dsrr, SAND & ABANDONED OR 1 x 93.27 Y P ° c �` REMOVED, IF NECESSARY. Oa ° o��°�' � F Qo �e Pay �n 96,01 (SEE NOTE 11) / j; c`e� o cF o Q° 7 aQ O 96,5 $ 0 �� x 91.15 �a 9� \9 6.8 3 x4F 5:n 4 o 96 9OX 89,67 98 LOCUS MAP ,Y ,•. ; �� Q NOT TO SCALE 10 0.0 9 OF Mq P cs�� �`� ssa� GENERAL NOTES: PETER T. 1. ALL CHANGES TO THIS FLAN MUST BE APPROVED BY THE LOCAL ,. gyp• , 4f t" x 101.34 McENT CIVIL E EE BOARD OF HEALTH AND THE DESIGN ENGINEER. -- �' 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS f e No. 35109 OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE tK x ;/'/r ,-"- ''' / r 02.50 9FcrS1E��o �� LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: 99,1 i r f 310 CMR 15.405(1)(b): �1 rl Q' / / At 1 A 2' variance to the 3' maximum cover requirement, for no renter 98 67 ,� 0 T.P-1 than 5` of cover. S.A.S. shall be vented and H-20 Rated. G ' ' / �j'r �. � 02.60 .i'. z 1 ; ',4';�� Q` 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR h / ,� / -� �' ' �; 1 J 13� o TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE S.A.S. VENT f ~ ' ' ' ' SEPTIC/ �.� Qi it 'i i' DESIGN ENGINEER. LOCATION TO BE COORDINATED .� ;� !Q�/` / ', 1 , 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING WITH PROPERTY OWNER 1� ,/;!.s )�!'30 X f ,, 'EXIST%NG..�s ;`l' { ' FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 3 ENGINEER BEFORE CONSTRUCTION CONTINUES. 6� 100,00 99.39 \ �r 12 E`� � � g HOUSE (#2 ) PK/FND `99,72 \ 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. �8t 1` '' 4 OF=104.08 Lot 42 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF F" \ ! 1 k (Assumed , k ,• THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF a� o 103sl kJ 15,610E S.F. HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. �/ Map 193 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. q2UQ / / e Parcel I 8. THERE ARE NO PRIVATE WELLS WITHIN 100' OF THE PROPOSED S.A.S. 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE 100,51 /� N + 1 `<ti DIRECTED BY THE APPROVING AUTHORITIES. �'� f;. ; , S. ; ' I 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE x 1�� ` •; 0 '\� THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING �^ c� 102,43 i1 ti �, '; CONSTRUCTION. 00 ,_ 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS `�, '`_. � � IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 101.50 �' w •,� t' 12, AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE A ` '�•. 102.0 - _. t, INSPECTED BY HEALTH DEPARTMENT. PRIOR TO BACKFILL. h-'Wt/GNEI 69. 19' 89.01' } PROPOSED SEPTIC SYSTEM UPGRADE PLAN �Da N 89 32'15" W 106,13 N 89 34'01" W 212 CAP'N LIJAH'S ROAD, CENTERVILLE, MA Prepared for: Cope_wide Enterprises. P.O. Box 763, Centerville, MA 02632 Benchmark Set k 4 Engineering by: Surveying by: SCALE DRAWN JOB. NO. Left car. conc: apron 1 OWNER OF RECORD Engineering Works WARNER SURVEYING 1"=20' P.T.M. 172-08 TODD LOMAX 12 West Crossfield Road 22 Long Road EL.=103.81 (Assumed) 212 CAP'N LIJAH'S ROAD Forestdole, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET N0. { 5/13/08 P.T.M. 1 of 2 CENTERVILLE, MA 02632 (508) 477-5313 (508) 432-8309 r e. - t NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:97.3 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. PROPOSED TANK PROPOSED D-BOX PROPOSED S.A.S. I 21 5-4" POLYSEAL OUTLETS INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER INSTALL INSPECTION PORT OVER END UNIT 2" 3" 1-4' POLYSEAL INLETS T.O.F. OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE II EXISTING F.G. EL:, 99.8-102.3(MAX.) VENT F.G. EL.=103.Ot F.G. EL: 100.1 t t. MAINTAIN 2% GRADE (MIN.) OVER S.A.S. N O O � it) INSPECTION op O L = 15' L 7'(MAX) i PORT ® S=1% (MIN.) @ S=1% (MIN.) • 4"SCH40 PVC 4'"SCH40 PVC 6' N Top View Section 6 11.3" TO 14 INVERT EXISTING 48" LIQUID _ D-BOX LEVEL GAS ADD BAFFLE INV.=97.67 INV.=97.50 r4 ROWS OF 4 UNITS AT 6.25'/UNIT = 25.0' INVISTING 2PROPOSED D-BOX INV.=96.94 SOIL ABSORPTION••• • •• EXISTING SYSTEM (PROFILE) EXISTING 1000 GALLON SEPTIC TANK WITH INLET TEE 4 OUTLETS (MIN.) ESTABLISH VEGETATIVE COVER BACKFILL WITH CLEAN NATIVE OR -75 PERC SAND TO TOP OF CHAMBERS NOTES: 1) D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED BREAKOUT=TOP STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). TOP ELEV.=97.33 2) INSTALL INLET & OUTLET TEES AS REQUIRED. INV. ELEV.=96.94 3) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE BOTTOM ELEV.=96.00 I ut�lull Ilul®u AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. 2.83' ( _ _I 4) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE 5' MIN. ABOVE BOTTOM OF 76 INVERTS PRIOR TO CONSTRUCTION. T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH=11.3' EXISTING SUITABLE PROFILE NO G.W., EL=88.5 - MATERIAL 4 ROWS OF 4 - 16" (H-20)BADS BIODIFFUSER UNITS SEPTIC SYSTEM PROFILE WITH NO SEPARATION BETWEEN EACH ROW & NO STONE TYPICAL SECTION 16" N.T.S. N.T.S. 11. 6 2" / c) A r SOIL LOG 34" � DATE: APRIL 30, 2008 (REF#12,217) SECTION END CAP DESIGN CRITERIA ,�, �» '; SOIL EVALUATOR: PETER McENTEE PE t i'g/ WITNESS: DONNA MIORANDI R.S. n+r 711 NUMBER OF BEDROOMS: 3 BEDROOMS f. e',EXISTING f ' �, z 1; HEALTH AGENT 16 HIGH CAPACITY (H-20) 810DIFFUSER UNIT r��� HOUSE (�2f2) ;�` / •- '� ELEV. TP- 1 DEPTH ELEV. TP-2 DEPTH SOIL TEXTURAL CLASS: CLASS I roF ro4oa MODEL 16" HICAP Assumed t r ,'�s 101.5 A I� 0 100.5 A 0 DESIGN PERCOLATION RATE: <2 MIN/IN ! rf' ;j+t f / f' f tt / /, SANDY LOAM SANDY LOAM LENGTH 76" NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT / ",' �f o� ;' 10YR 3/3 1 U'YR 3/3 DAILY FLOW: 330 G.P.U. - ' ' f ' EFFECTIVE LENGTH 75" TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY s { 101.0 6" 100.0 6" DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. DESIGN FLOW: 330 G.P.D. B B SIDE WALL HEIGHT 11.2" SANDY LOAM SANDY LOAM OVERALL HEIGHT 16" GARBAGE GRINDER: NO �� IOYR 5/8 10YR 5/8 3 ti i 4640 TRUEMAN BLVD LEACHING AREA C REQUIRED: (330) = 445.9 S.F. 9 �° ° I 97.5 54" 96:5 48" OVERALL WIDTH 34" � A, „ i+ HILLIARD, OHIO 43026 4 `� ro 1 C PERC CAPACITY 13.6 CF EXISTING SEPTIC TANK: 1000GALLON CAPACITY (101.7 GAL) ADVANCED DRAINAGE SYSTEMS, INC. PROPOSED D-BOX:: 1 INLET, 4 OUTLET (MINIMUM), H-10 RATED !s PROP. 60" __S_A.S. ! PROPOSED SEPTIC SYSTEM UPGRADE PLAN 4 I�--- MED, SAND MED. SAND � USE 4 Rows of 4 - 16+� (H-20) ADS BIODIFFUSER UNITS 2'.5'f 6/4 2.5Y 6/4 212 CAP'N LIJAH S ROAD, CENTERVILLE, MA W/ NO STONE FOR AN S.A.S. WITH DIMENSIONS 1 1 .3' x 25.0' 10% GRAVEL 10% GRAVEL Prepared for: Copewide Enterprises. P.O. Box 763, Centerville, MA 02632 SIDEWALL AREA: NOT APPLICABLE Surveying b 89.5 ' 144" 88.5 144'> Engineering by: y g y SCALE DRAWN JOB. N0. BOTTOM AREA: GENERAL USE APPROVAL FOR 4.7 SF/LF OF BIODIFFUSER) I P.T.M. 172-08 ( � PERC RATE <2 MIN/IN. ("C" HORIZON) Engin�l9ngi�orks WARNER SURVEYING NTS 16 UNITS x 6.25 LF x 4.7 SF/LF = 470.0 SF 12 West Crossfield Road 22 Long Road r NO GROUNDWATER ENCOUNTERED Forestdole, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET N0. DESIGN FLOW PROVIDED: 0.74 x 470.0 = 347.8 GPD S.A.S. LAYOUT j (508) 477-5313 (508) 432-8309 5/13/08 P.T.M. 2 Of 2 l! I • LEGEND —— 98 -.,.-•..- EXISTING CONTOUR N oil gTRE� EXISTING SEPTIC TANK t x 100.98 EXISTING SPOT GRADE ® �onge° TOP OF TANK, EL.=102.60t 95:69 W EXISTING WATER SERVICE LOCUS Capn Crosby Rd INV.(OUT)=101.27t U - UNDERGROUND WIRES r° Pen Ln 4 ° 95.17 �/' TEST PIT °`°°p�sf,��9 ° EXISTING LEACH PIT f94ECT/PEDS N BENCHMARK cP'� ��a °St` ti ' TO BE PUMPED, FILLED W/ P6 °r° a n _o` SAND & ABANDONED OR ; x 93,27 m �° °O `° �PF M°srhepa Cn REMOVED, IF NECESSARY. 96:01 (SEE NOTE 11) ` 92 .`i SLEEVED SEWER 96,5 �, v • � 1,, x 91,15 a Q AT CROSSING WITH p� 0� \96:83 x �A 69 WATER SERVICE 'IV tK 98,16 ` �\ 96` 9Ox 89,67 LOCUS MAP a 98'01 c'C � — ' \` NOT TO SCALE �a r a` 0 .o U9 ~\ s��o N OFV. Mgss9� GENERAL NOTES: PETER T• 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL ° x 1UL34 66,, MCENTEE n BOARD OF HEALTH AND THE DESIGN ENGINEER. _ <1. v CIVIL s f { _ -.E 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS No. 35109 OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE pc r� O LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: r _.` 1�. 02,50 �Fcis�E�� �� + 99,18 /� j ;z ti 310 CMR 15.405(1)(b): - P_2 1) A 2' variance to the 3' maximum cover requirement, for no greater than 5' of cover. S.A.S. shall be vented and H-20 Rated. 98,67102.6(' 1 ;z . zz 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR IC/CE1\ a S �(O��d� TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE P DESIGN ENGINEER. 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 30 X FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN e 100,00 �,-� , �i� ENGINEER BEFORE CONSTRUCTION CONTINUES. PK/F 11D 99.39 9'9.7� y �� Gjy ," 22- / 6 i ' HOUSE #Z1Z� ', 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. TOF=104.08i Lot 42 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 103 = t z , (Assumed) �' ,� 15 610f S.F. THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF ,Q�,.�i `s ', �^ HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. VENT �77 K , : ?, MCP 19J 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. De7ck �{ Parcel 128 S. THERE ARE NO PRIVATE WELLS WITHIN 100' OF THE PROPOSED S.A.S. 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS ? ? AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE J 100:51 b, .� nN � i �, ' �', 'a't y<; \ �`` y;�' � DIRECTED BY THE APPROVING AUTHORITIES. p� ' ,z'; z, I' 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE / ' x 1�� iY z*i` ;t R I Q� +�� THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING N r 102,43 i .z �• �; i CONSTRUCTION. 11 0 nl /� ? 4 e. °h� 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 101.50 r — '� `"^�- 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE 102.0.8. —` ' INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL. ,-k-rD/GND 6919' 89.01' � PROPOSED SEPTIC SYSTEM UPGRADE PLAN NO N 8932'15 w 106,13 N 8934'01" w 4 212 CAP'N LIJAH'S ROAD, CENTERVILLE, MA `— CB/DH/F"ND Prepared for: Capewide Enterprises. P.O. Box 763, Centerville, MA 02632 Benchmark Set Engineering by: Surveying by: SCALE DRAWN JOB. NO. Left car. conc. apron OWNER OF RECORD EngineeringWorb WARNER sURVEwNG 1"=20' P.T.M. 172-08 EL.=103.81 Assumed PLAN REVISION — 5 19 0$ ' TODD LOMAX 12 West Crossfie 0 Road 22 Long Road DATE CHECKED SHEET NO. 212 CAP'N LIJAH'S ROAD Forestdale, MA 2644 Harwich, MA 02645 1) REVISE S.A.S. LOCATION CENTERVILLE, MA 02632 1 (508) 477-5313 (508) 432-8309 5/13/08 P.T.M. 1 of 2 NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:97.3 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. PROPOSED TANK PROPOSED D-BOX PROPOSED S.A.S. 21" 5-4" POLYSEAL OUTLETS INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER INSTALL INSPECTION PORT OVER END UNIT 2" 3" 1-4" POLYSEAL INLETS OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE T.O.F. EXISTING F.G. EL: 100.1-102.3(MAX.) VENT F.G. EL.=103.0t F.G. EL: 100.1 t ^ MAINTAIN 2% GRADE (MIN.)`OVER S.A.S. N _ O O ie INSPECTION a0 L = 24' L 7'(MAX) PORT @ S=1% (MIN.) @ S=1% (MIN.) 4"SCH40 PVC 4"SCH40 PVC i4 Top View Section 6 11.3" TO 14 INVERT p �/ EXISTING 48' LIQUID D i B 0 X LEVEL ADD INV.=97.67 INV.=97.50 4 ROWS OF 4 UNITS AT &25'/UNIT = 25.0' GAS BAFFLE INV.=101.27 INV.=96.94 EXISTING PROPOSED D_BQ SOIL ABSORPTION SYSTEM (PROFILE) EXISTING 1000 GALLON S_EPTIG TANK WITH INLET TEE 4 OUTLETS (MIN.) RESTORE TO PRE-EXISTING CONDITION BACKFILL WITH CLEAN NATIVE OR -75 --� PERC SAND TO TOP OF CHAMBERS NOTES: 1) D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED BREAKOUT=TOP STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). TOP ELEV.=97.33 2) INSTALL INLET & OUTLET TEES AS REQUIRED. INV. ELEV.=96.94 3) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE BOTTOM ELEV.=96.00 AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. 2 83' ul�llm Illnr�u 76 -� 4) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE 5' MIN. ABOVE BOTTOM OF INVERTS PRIOR TO CONSTRUCTION. T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH=11.3' t EXISTING SUITABLE PROFILE NO G.W., EL=88.5 = MATERIAL 4 ROWS OF 4 - 16" (H-20) ADS BIODIFFUSER UNITS SEPTIC SYSTEM PROFILE WITH NO SEPARATION BETWEEN EACH ROW & NO STONE TYPICAL SECTION 16" N.T.S. N.T.S. 11.2" - SOIL LOG i-m 34" DATE: APRIL 30, 2008 (REF#12,217) SECTION END CAP DESIGN CRITERIA D--k SOIL EVALUATOR: PETER McENTEE PE WITNESS: DONNA MORANDI R.S. -20\\- BIODIFFUSER UNI7r E 16"" HIGH CAPACITY (H NUMBER T OF BEDROOMS: 3 BEDROOMS r r s r! ELEV. TP- DEPTH ELEV. TP-2 DEPTH t '-°EXISANG ; SOIL TEXTURAL CLASS: CLASS 1 , r ' { :'1:7f/ MODEL 16" HICAP f, < s�HOUSE (�212)J a s 101.5 q O.. 100.5 A 0„ DESIGN PERCOLATION RATE: <2 MIN/IN l/IN 3/ TOF 104.08 /.< +' SANDY LOAM SANDY LOAM LENGTH 76" NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT r3(Assumed){ 10YR 3/3 10•YR 3/3 DAILY FLOW: 330 G.P.U. 6„ EFFECTIVE LENGTH 75" TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY s,, r !f / 'cx e 101.0 g" 100.0 DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. DESIGN FLOW: 330 G.P.D. ,/ /f; ," B ' B SIDE WALL HEIGHT 11.2" �p�•r, / SANDY LOAM SANDY LOAM GARBAGE GRINDER: NO �- �� 10YR 5/8 10YR 5/8 OVERALL HEIGHT 16" FA \ 4. OVERALL WIDTH 34" 4640 TR, EMANOHIO 302 LVD LEACHING AREA REQUIRED: (330) = 445.9 S.F. ��. � e9 � 97.5 54" 96.5 48" HILLIARD, OHIO 43026 y O.ti , in :-j C ; C PERC 13.6 CF e °� .74 >- '� rO `' CAPACITY (101.7 GAL) ADVANCED DRAINAGE SYSTEMS, INC. EXISTING SEPTIC TANK: 1000 GALLON CAPACITY ,"'� �"' ,T 60" PROPOSED D-BOX:: 1 INLET, 4 OUTLET (MINIMUM), H-10 RATED ; PROP. S-A PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE 4 ROWS OF 4 - 16" (H-20) ADS BIODIFFUSER UNITS -25-'� MED. 5Y s%a M.5Y 6/4 212 CAPN LIJAH S ROAD, CENTERVILLE, MA ' W/ NO STONE FOR AN S.A.S. WITH DIMENSIONS- 1 1 .3' -x 25.0' 10% GRAVEL 109 GRAVEL Prepared for: Copewide Enterprises. P.O. Box 763, Centerville, MA 02632 SIDEWALL AREA: NOT APPLICABLE f Engineering by: Surveying by: SCALE DRAWN JOB. N0. BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.7 SF LF OF BIODIFFUSER 89•5 144" 88.5 1a4" / ) Engin@er9ngWorks WARNER SURVEYING NTS P.T.M. 172-08 16 UNITS x 6.25 LF x 4.7 SF/LF = 470.0 SF PERC RATE <2 MIN/IN. ("C" HORIZON) 12 West Crossfield Road 22 Long Road NO GROUNDWATER ENCOUNTERED Forestdole, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74 x 470.0 = 347.8 GPU S.A.S. LAYOUT (508) 477-5313 (508) 432-8309 5/13/08 P.T.M. 2 of 2 LEGEND o+�e N Ra — gg -- EXISTING CONTOUR gg PROOSED CONTOUR LOCUS ap x 100.98 EXISTING SPOT GRADE 3°� M°Sthe 9 5,6 9 1 rn yy EXISTING WATER SERVICE °a 4" PROPOSED S.A.S. C7 G e °a 2-500 GALLON CHAMBERS EXISTING GAS SERVICE Qa m� SURROUNDED W/4' STONE 0 95,17 ry �a I� —�(�yy-- UNDERGROUND WIRES ,94ECT/PEDS Nof _ sG S N TEST PIT ABANDONED LEACH PIT I X 93,27 1' c° PREVIOUSLY PUMPED, FILLED 0 m BENCHMARK WITH SAND & ABANDONED. ' \ �\ r9 2 EXISTING SEPTIC TANK 96.54 \\ \,, X 91,15 LOCUS MAP TOP OF TANK, EL.=102.2t + �6\83 ��� ��� NOT TO SCALE � IN (OUT)=100.85t � G •X �C 16 9g . IQ"D� _ 98 \9 \� 9oX 89,67 G' G� �� N \ S ,� Of MAs GENERAL NOTES: 9 7,6 7 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL `p BOARD OF HEALTH AND THE DESIGN ENGINEER. M ENTEE __ X 101 34 6' � v CIVIL "' 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS �+ OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE \�� V s `� No. 35109 LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: BULL N /STERI� Q 310 CMR 15.405(1)(b): CONTENTS OF LOCAL UPGRADE APPROVAL 02,50 ,99,18 , !y ..�' (O VALVE PTIONAL) / L \ 1) An 8' variance, S.A.S. to cellar wall, for a 12' setback. TP-2 ''1 103 29 f� 2) A 2' variance to the 3' maximum cover requirement, for no greater � ) 98,67 V ,2 � i than 5' of cover. S.A.S. shall be vented and H-20 Rated. i \ Y oti �� 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR / J —1 TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE VEN1f i /y DESIGN ENGINEER. , �•`��if X BH 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING ^ ;' FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN �fy 103 30 ,G EX/STING ENGINEER BEFORE CONSTRUCTION CONTINUES. 99,39 -�'" ; . .":.`;•. I HOUSE (#212) 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. ,`• fCNQ TOF=104.08-� :; \�, •.'.;,,:. Lot 42 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF . :'..�v`:y:..; .` Assumed }: ;:�:.,A. 103.76 15,61Of S.F. THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. Map 193 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. ��. Deck Parcel 128 8. THERE ARE NO PRIVATE WELLS WITHIN 100' OF THE PROPOSED S.A.S. GARAGE 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE 100.51 O �/� 3� + DIRECTED BY THE APPROVING AUTHORITIES. �X� X 1� 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE cV ' 102,43 Q �� THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING i 0/ CONSTRUCTION. Q ' Deck h �h( 1 1. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS Q �Ile cy r IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND 101.50 �' REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE 102,OB— INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL. /GND 6919, - 89.01' PROPOSED SEPTIC SYSTEM UPGRADE PLAN \Q)� N 8932'15" w 106.13 N 89 34'01" w 212 CAP'N LIJAH'S ROAD, CENTERVILLE; MA CB/DH/END PLAN REVISION 3/12/20 Prepared for: Robert B. Our Co, Inc„ 363 Whites Path, S. Yarmouth. MA 02664 Benchmark Set EXISTING S.A.S. ADD BULL RUN VALVE Engineering by: SCALE DRAWN JOB. N0. apron Engineering Left cor. conc. a ABANDON OR REMAIN OWNER OF RECORD P CONNECTED WITH BULL En iin Works, Inc. 1 =20 P.T.M. 126-20 EL.=103.81 (Assumed) RUN VAL VE TODD LOMAX 9 9 g� 212 CAP'N LIJAH'S ROAD 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. CENTERVILLE, MA 02632 (508) 477-5313 2/17/20 P.T.M. 1 Of 2 NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL.96.0 FOR A DISTANCE OF 15' AROUND THE EXISTING SEPTIC TANK PERIMETER OF THE S.A.S. PROVIDE RISERS WITH COVERS OVER INLET & PROPOSED D-BOX i OUTLET MANHOLES SET TO 6" OG FINISH GRADE. INSTALL RISER & COVER PROPOSED S.A.S. SET TO 6' OF GRADE INSTALL RISER & COVER OVER ONE CHAMBER AND T.O.F=104.08t SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT EXISTING HOUSE 212 F.G. EL.=103.5t F.G. EL.=102.6t F.G. EL.=101.0E F•G. EL.=97.5f VENT �# TO 101.8t 'TOF=104.08 MAINTAIN 2% SLOPE OVER S.A.S. owl ARM, 9 ' `• L = 13' L = 8' GARAGE ® S=1% MIN.) 4"SCH40(PVC ® S=1% (MIN.) 2" LAYER OF 1 8" TO 1 2" 6,. 4"SCH40 PVC DOUBLE WASHED STONE �� Porch ,� 57.8 6 as 14" 2' EFF. as®19 a®aaBs (OR APPROVED FILTER FABRIC) 45,0 EXISTING 48" LIQUID DEPTH aaaaaaa -3/4" TO 1-1/2" DOUBLE CA LEVEL ADD GAS WASHED STONE PROPOSED 4' 4.8' 4' cp' , .BAFFLE INV.=99.87 _ INV.=98.70 n0 Cr! $ INV.=100.85t D BOX EFFECTIVE WIDTH = 12.8' I 6�a GQO (VERIFY) 3 OUTLETS INV.= 95.50 FLt EXISTING SEPTIC TANK 2-500 GALLON LEACHING CHAMBERSURROUNDED WITH STONE AS SHOMN H-20 RATED 3" LAYER OF 1/8" TO 1/2" DOUBLE WASHED STONE NOTES: TOP CONC. ELEV.= 96.6t (OR APPROVED FILTER FABRIC) 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE BREAKOUT ELEV.= 96.00 INV. ELEV.= 95.50 aaaa SEPTIC LAYOUT INVERTS, PRIOR TO INSTALLATION. eases aaaaaaaaaaa aaaaaaaaaaa 2) D-BOX SHALL BE SET LEVEL AND TRUE TO BOTTOM ELEV.= 93.50 GRADE ON A MECHANICALLY COMPACTED STABLE 4' 2 x 8.5' 17.0' 4' BASE OR SIX INCH AGGREGATE BASE, AS 4' OF NATURALLY OCCURRING SPECIFIED IN 310 CMR 15.221(2). PERVIOUS MATERIAL EFFECTIVE LENGTH = 25.0' 3) INSTALL INLET & OUTLET TEES AS REQUIRED. 5' (MIN.) ABOVE G.W. 4) A GAS BAFFLE SHALL BE INSTALLED ON OUTLET TEE LEACHING SYSTEM SECTION AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. Ea BOTTOM OF TEST PIT, EL.=88.5 - 3/4" TO 1-1/2" DOUBLE WASHED STONE ®®®®®® ® ®®®® 37" � w ®®®®®® ® ®®®® SEPTIC SYSTEM PROFILE N z ®�®®® ®®®®® 12.8 8.5' W SOIL LOG 102" � DESIGN CRITERIA - DATE: APRIL 30, 2008 (REF#12,217) 4" KNOCKOUT 'cgs PROPOSED N SOIL EVALUATOR: PETER McENTEE PE S.A.S. w WITNESS: DONNA MIORANDI R.S. 20" DIA. COVER NUMBER OF BEDROOMS: 3 BEDROOMS HEALTH AGENT SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF) ELEV. TP-1 DEPTH ELEv. TP-2 DEPTH 4" KNOCKOUT / 4" KNOCKOUT 58" DESIGN PERCOLATION RATE: <2 MIN/IN 21.3' 101.5 q 0 100.5 A 0„ DAILY FLOW: 330 GPD PERIMETER=75.6' SANDY LOAM SANDY LOAM DESIGN FLOW: 330 GPD BOTT.AREA=320 SF 101.0 10YR 3/3 10YR 3/3 6" 4" KNOCKOUT SAS DIMENSIONS B g„ 100.0 B GARBAGE GRINDER: NO-not allowed with design SKETCH SANDY LOAM SANDY LOAM LEACHING AREA REQUIRED: 330 GPD = 445.9 SF 10YR 5/8 10YR 5/8 ( ) 97.5 54" 96.5 48•• 500 GALLON CAPACITY, H-20 LOADING .74 GPD/SF C C PERC CHAMBERS EXISTING SEPTIC TANK: 1000 GALLON CAPACITY PROPOSED D-BOX: 1 INLET, 1 OUTLET (MINIMUM), H-20 RATED 60" N.T.S. USE 2-500 GALLON LEACHING CHAMBERS IN SERIES MED. SAND MED. SAND PROPOSED SEPTIC SYSTEM UPGRADE PLAN SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 2.5Y 6/4 2.5Y 6/4 212 CAP'N LIJAH'S ROAD, CENTERVILLE, MA 10% GRAVEL 10% GRAVEL SIDEWALL AREA: 76.4'(PERIMETER LENGTH) x 2'(EFF. DEPTH) = 151.2 SF Prepared for: Robert B. Our Co, Inc„ 363 Whites Path, S. Yarmouth. MA 02664 SUBTRACT SIDEWALL AREA NEXT TO TANK................................ = -8.0 SF BOTTOM AREA:............................................................................ = 320.0 SF 89.5 1 1 144" 88.5 144" Engineering by: Works, DRAWN JOB. NO. TOTAL AREA:.................................................................................... 463.2 SF PERC RATE <2 MIN/IN. ("C" HORIZON) Engineering Works, Inc. N.T.S. P.T.M. 126-20 NO GROUNDWATER ENCOUNTERED 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74 GPD/SF(463.2 SF) = 342.8 GPD (508) 477-5313 2/17/20 P.T.M. 2 Of 2