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HomeMy WebLinkAbout0165 IRVING AVENUE - Health yannis A = 2�7 069 i TOWN OF BARNSTABLE - LOCATIONAve ) SEWAGE# �Olq-q3� VILLAGE ASSESSOR'S &PARCEL l— INSTALL$$ER'S AMEE&P�/HONE NO.� SEPTIC TA NK A3PAC�Y O LEACHING FACILITY:(type)BO Al (size) Z3, X 321 ;fore field �hf d NO.OF BEDROOMS. w-p OWNER Oiwond PERMIT DATE: 1 ' �� COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist 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 81� 4-" P _ ,; � NoctisC 2 A I-3d 3-yN'6' io %-37'- _ y:�� - ------ -s9'6' No. U1 ( J� Fee TH ONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 01ppYication for Migool bp5tem Cong4ruction Vermit Application for a Permit to Construct( )Repair( )Upgrade�)Abandon( ) O Complete System LKln&dual Components Location Address or Lot No. i_ ��/' Avc,/ \Owner's Name,Add JTae K/a o f ss and Tel.No. Assessor's Map/Parcel f l v Installer's Name,Address,and Tel.No.5o 8,y 3 3,q:e,79 Designer's Name,Address and Tel.No. 5 Q$ °��' 913 Z- �PJ_&v o 1Aq uac"o,-)strLto--H 6n 5-�-eve n 14aa-s o — FiercslJaLe MA 62Pl Po BoX 16 ,D n i MA Type of Building: e S i g�a( r>� r,�,, �1Y 0-2-7 6 Y A w P Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria Other Fixtures Design Flow gallons per day. Calculated daily flow. ES fS gallons. Plan Dateumber of sheets-U Revision Date Titles Size of Sep 'c Tanker At i 50O Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) egctl I m 10 1/4P q,, Sl on, X& Se Date last inspected: Agreement: The undersigned agrees to ensure the co tion and maintenance of the afore described on<site sewage disposal system in accordance with,the provisions of Title - e nvironmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by Bo d of Health. Signed Date Application Approved by I Date I►- /u- Application Disapproved for the following reasons Permit No. 0 3 Date Issued l 0-/ V t'. n• - o. % µ Fee if . THE'CC 1.1 NWEALTH OF MASSACHUSETTS Entered in computer: F �' Yes - PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLEs MASSACHUSETTS ZIPPrication for -migpogal *pgtem Congtruction Permit Application fo`r a Permit to Construct( . )Repair(( )Upgrade( ' abandon( ) O Complete System i]iIn1!ffvidual Components Location Address or Lot No. /I , „O Owner's Name,Address and Tel.No. Assessor's Map/ParcelV ,`` �,b0 ki6 0 d f 2 — jam= - mUhlv�t PO 66X S3i Cl 4 F' ni5 ��01 � HA OZ�`{j j" Installer's Name,Address,and Tel.No. 56 r .,q 3 3•y:0cy Designer's Name,Address and Tel.No. 508 •31a2 g 1 3 2 . �P,,` e vl�Gt Utz�/�5f3-uC�-i 6✓1 -eve r� I-�o�5 OX F_o re d g Le -N A 6.2�`l Po P)o X 16 ,De 1 S MAI 0"U Type of Buildings Re s i du (Y 0-) P f,,,,,,y 74 t -l"A-or t ' Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder Other Type of Building No. of Persons Showers( ) Cafeteria( ) r"' Other Fixtures - 1 � r S`dv�,l Design Flow gallons per day. Calculated daily flow 55 C2 _ gallons. �7u v� 7 Plan Date Number of sheets {' Revision Date rµ TitleaS%r^p..- Size of Septi Tank E.X i 1 SlQO Type of S.A.S. Description of Soil Nature`f Repairs or Alterations(Answer,-,when applicable) ��. r I2ac 0 lrl y - I '' 1A� rra 4 " Date last inspected: V�yw Agreement: = The undersigned agrees to ensure the cons on and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 o11Pe'Elvironmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by th Boaf Health. Signed I' - F ',Date - Application Approved by a Date I l- I Application Disapproved for the following reasons S Permit No. U I t{ - (-/ 3 Date Issued j I - 1 d- I V — ----------------------- ------------- S, /IV_VoM r A4q. Pc THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certifirate of Compliance THIS IS VC05CERNIFY that the On-site Sewage Disposal System Constructed ( ) Repaired Upgraded{ ) Abandoned( )by v, rA CAa �� at ( X %,.p A.A Thas been constructed in accordance p with the provisions of Ti e 5 and tt�ie for hisposal System Construction Permit No. :)a/ ated ►/ /o Installer Designer i The issu e o this s all not con ed a g arantee�that the syst wii-1q ctio as esig. ed. �J p Date . ,, �" /`.i ns,ector No. ,) o — `T >3 Fee Ct� — a THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLEs MASSACHUSETTS &!5pogaf *pgtem Congtrurtion permit Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon System located at I %r.., » f - 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 permit.�. ,Date: �/1 u /l 'rl Approved by V._�,C r� J e 5 �S-�a"J�.C� :�t�Jt I i"✓! ,�LC'r^ ;� ru.1 .v Ca. (S fvnSJ 'nr ivi G�1 T�� ©Ivy CDC, tt a / �•)J" )fir !GJ✓k� f �(�\lu '�,r (�� ^ ��?f GrG'� CnjfU ��(}�e < <'lI YANCY CALCULATIONS : -HAMBER: DISPLACEMENT - 197.3-93.051 x 9.0 x 5.25 - 201 C.F. 201 C.F. x 62.4 s/C.F. - 12531s• H-20 TANK - 14500s OK N � T I� WING, UP G _ LCB FND C8/DR-FAQ // EX/S T/NG GARAGE 1 +� TO BE REMOVED 'TOPcl05.0 l ti 3 I � �� �•.: :.:: !w� _ ' SHED SLOPE TOP '6F\ WALL PORCIj ' I INSPECTION o I /•••.::. .. '1^S:'; :: y ) 1 PORT(TYP) o / 99. Q� / TOP•103.3 - I WALL I PUMP :..�.. /0 CHAMBER .'.:'::':.•; 100.6 EXISTING SEPTIC TANK f +98.6 = EXISTING \ 18-PINE\ / CHAMBERS VD / • \ BRICK "- l WALK `r / 99.9 1 �l8"PINE \ 2-24-PINE 99.5 \/6•PINE w 7Pi� TPs I_ - - _ - - � _+l00.5 — OIAM 11 N � e M/N/mwL,.1I 4S 6. CAST IRON COVER TO GRADE CO(/PL I NG v /39 N) 2' PVC OUTLET i LEGEND $TEPHEN A. HAAs Z�-�' jl�S ".,ENGINEERING, INC. SHEET No. ( of � �6 P.O. -BOX 16 CALCULATED BY V T DATE /`8l Z07q South Dennis, MA 02660 . CHECKED BY DATE y SCALE ... ..... .. ... ..: t .......... 1........ (k`� -t ......1.� .. ...... ... .. . 2 . ..... ..... .. ... u SE � ;.p�-,Fo t�-Pri1 ate,, �' . S .. SP c, ........................................... a1 Q p ` ... L.. ..... C-�t��1Ci C� F t�C qg-l� :Elk ` �' .............;..... STD `* 1L i SC iE �Z, ...... ...... 1 1 .......d .........., d G z". 'Z 4''�t cl .. .. . ......... .......... . s a s M...,,..... si z . ... .....:................. ............... . . . . ...... .. . ..... . �` 2A s -_ 2• X o......... ........... .......................... ............ ............. ........ ........... .... .......... .............. ............... ............................ STEPHEN A. HAAS `-~ `; roe NGINEERING; INCH SHEET NO. Z OF `f P.O. BOX 16 CALCULATED BY DATE South Dennis, MA 02660 CHECKED BY DATE SCALE ISIT- . . .... ....._..tt X Z�.... ........... .... �7 . ._.. .... ... Vic ... x .�,� PAP '[' x 1 SZ !�`( X 1 x� 4 Ski-.. .;ts (_ 1 s -7PiPE Zxb... C ot L2b�sc............ ct Fes... . 4 � _?.+- . v -� -ova-� -n ......... .... .. .. .. t-� -- s c = 1. 3t.�1 1 3 t Z s 3 .. . . y..... . .= t ' .......L. K z z. S" ..... i .. ram -�� 3 1. _ 4.t--ems v l 1. 2 ..... ...... ... ...... �- � t � z...�(3 .... ... ..... Z z: STEPHEN A. HAAs--- '�t .;OB ENGINEERING, INC. SHEET NO. 3 of 4q P.O. Box16 ' CALCULATED BY DATE South Dennis, MA 02660 1, CHECKED BY DATE SCALE a ..... .......... t t ... .. . 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J.-.......... ................ .......... .. ..............- .......... .......... ........... ................ ............. ............. ................ .................... ......................... .............. ............. .................. .............. .... ...... ..........-................... ............. .......... ..................- ........................... ........... ............ .............. .............. ......................... ............. ............. ............. ........................... ............... ...................... ...................... ............. ............- ................... ......... ....................................... ............. ...........- VNMI If.T'MWff-w Ch—1 9M.1 INM nrA—P—FXW?.Irr r—,M—MA71 Tn A,&,VHnNF TM FNFF IJVIW AAW f b� g S 9 z `a i. 'o vow It . : IHA MET: I� Town of Barnstable P# Department of Health,Safety,and Environmental Services oFIME Public Health Division Date 6711 O� 367 Main Street,Hyannis MA 02601 �p �679• �0 �` �i � "� ` � 'fir ,✓.t � � rEn Nto� Date Scheduled .-tl ,. 'j �' f Time Fee Pd. „a Soil Sr it cbility Assessment for SWdeaspo l Performed By: " f •'45 , Witnessed By LOCATION &`GENERAL;INFORMATION ': Location Address _� , ,4 /4✓C Owner's Name ir_n-7w i C zcJ0 C;� Address Assessor's Map/Parcel: 2p�7�Cti�j Engineer's Name f NEW CONSTRUCTION REPAIR Telephone# jv£'� 3 6,2 J 3 Z Land Use ���'��-sT' — Slopes(%) Gam— Surface Stones A U Distances from: Open Water Body AZZ -A ft Possible Wet Area (x-t- ft Drinking Water Well ft Drainage Way �'+� ft Property Line /D Jl It Other ft SKETCH:(Street name,dimensions of lot,exact locations of test(toles&perc tests,locate wetlands in proximity to holes) a m. /12-v ,v c, } Parent material(geologic) AV Depth to Bedrock r� Depth to Groundwater: Standing Water in Hole: Z Weeping from Pit Face J Esiimaied Seasonal High Groundwater f 4 1 . DETERMINATION FOR SEASONALHCH WATER TABT�E Method Used. Depth Observed standing in obs.hole: L in. Depth to soil mottles in. Depth to weeping from side ofohs.(tole: in. Groundwater Adjustment ,/. 9 ft. r —• Index-"Well, Rending Date:. Index Well level",A& Adj.factor.��' Adj.Groundwater Level Z.S PI2COLATION TE ' Date :Time ... ...... S Observation Hole# Time at 9" Depth of Perc Time at 6" r�V Start Pre-soak Time @ Time(9"-V) End Pre-soak Rate Min./Inch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Aj Original: Public Health Division Observation Hole Data To Be Completed on Back j Copy: Applicant. DEEP OBSERVATION HOLE LOG Hole# / Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. j Consis enc % avel 96 s.owt� /0 YA- 4' i j DEEP,OBSERVATION HALE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell Mottlin !g (Structure,Stones,Boulderes. Consistency,° Gravel 7 n1 DEEP OBSERVATION HOLE LQG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling t(Structure,Stones,Boulderes. n i tenc %Gravel DEEP OBSERVATION HALE LOG �oXe# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,°o Gravel) i Flood Insurance Rate Mao Above 500 year flood boundary No Yes Within 500 year boundary No_✓ Yes Within 100 year flood boundary No— Yes Death 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? tom&S If not,what is the depth of naturally occurring pervious material? Certification I certify that on l/ i�f �i (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required tramin pertise and experience described in 310 CUR 15.017. Signature _ _ Date � �`1 r TerraFil St. P.O,Box 227 20 Main St. •45... Sturbridge,MA 01566 Tel: J508508 1877)347.7263 -rerraFffter )877)347-7263 Fox-1508)347.9857 August 12,2014 Stephen A. Haas Engineering, Inc. 923 Route 6A Yarmouth Port, MA 02675 RE: Particle Size Analysis (Alternative to Perc Test) 165 Irving Ave., Hyannis Port, Mass. Dear Stephen: Below are the results of the particle size analysis from the sample submitted for the above referenced property. The analysis was performed utilizing the hydrometer method of Gee & Bauder (1986) in Methods of Soil Analysis, Part 1. Physical and Mineralogical Methods,2nd Edition. Sand Silt Clay (2.00 to.05mm) (05 to.002mm) (<.002mm) Portion Passing 89 3% 7.7% 2.9% #10 Sieve USDA Soil Textural Classification: Sand MA Section 15.243 Soil Classification: Class I Based upon the DEP's Title 5 Altemative to Percolation Testing Policy for System Upgrades,the following effluent loading rates apply: Un-compacted Soil 0.74gpd/sf Compacted Soil 0.15gpd/sf Should you need additional information, or require further testing services, please do not hesitate to contact our office. Sincerely, Mark Farrell,Soil Scientist I Town of Barnstable t"E'O"rti Regulatory Services Richard V. Scali,Interim Director • BARNBrast.E. 9 MASS' Public Health Division �e1639. Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date:. � Sewage Permit# � Assessor's Ma \Parcel g l�l- 3� p Designer:-:-, S.'TEPUEN A. HAAS. . nstaller: ' ENGINEERING, INC C� Address: ' Address:P.O. Box South Dennis, MA 02660 FDlie ��� &(�)6 qy On � -.was issued a permit to install a (date) (install e) septic system at I based on a design drawn by (ad ess) Staon v (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. .I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out (if required) was inspected and the soils were found satisfactory. I certif t at the system referenced above was cons_trc yp5 ' ce with the terms of th approval letters (if applicable) `' Z EP EN A. Y D'�9Y'B'f2N�MP sta 's Signature) d ;z} Designer's Signature) (Affix esign is Stamp 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:\Septic\Designer Certification Form Rev 8-14-13.doc ` LOCATION SEWAGE PERpIT NO. V f" VILLAGE INSTA LLE 'S NAME i ADDRESS S a 2U C BUILDER OR jKNM .�q hn - A, s yIneiAt(Z- DATE PERMIT ISSUED DAT E COMPLIANCE ISSUED. l� • • �i 1 25 C \ V" IU v� i No...81: a d Fxs.......... ...5. 00. THE COMMONWEALTH 'OF MASSACHUSETTS BOARD OF HEALTH .....Tavern-.........OF....Bam stable. 00 Appliration for Elispustal Works Tunitrurtiun 1hrmit Application is hereby made for a Permit to Construct ( ) or Repair ( x) an Individual Sewage Disposal System at: Irvin Ave H annis ort MA 02647 ............g._.._._:.:..... ....... .a....................•-- - ._..- - - ... ----------•--•--._---- Location-Address or Lot No. Thomas Sinclair Irving:Ave Hyannisport, MA 02647 ... - ................... - .... ............... ......._.... A & B Cesspool Service 128 Bishops Terrace,drWyannis, MA 02601 .....--•--------••---•------•...............•-•--....---•--...-•-..........----------•-•- ....................•--.......... Installer Address Type of Building 5 Size Lot----------------------------Sq. feet t., Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) `4 Other—T ype of Building .............................'No. of persons.......2................... Showers ( ) — Cafeteria ( ) Other fixtures = ------------------------------------------ ------------------------ ------------ Design Flow............................................gallons per person per day. Total daily flow............................................ Septic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth................ W Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. x Seepage Pit No........:............ Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ aTest Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water-------------_--------- (a, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a' ...............................................==................................ •----••---------------......-------------------..----..._----------. -.... ODescription of Soil.......5�4ri4-1-----•-•-----------•----------------•-------•--.....--•---------------------------------------------------............................................ W x ----------------------------------------------•-------------------------------._...-----------------------------...------------------•------------•-----------------------••--•--••----------•-------- U Nature of Repairs or Alterations—Answer when app ble installation--of_•-- ..x500_-gallon__•(h yy-•duty setic--tank--and .l--distribution--box_•and_-_---flowdifussors-.•---_• - --_-_ . ---------•--••-•--•-•....-•••--••-------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of iITL 12 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the boar f h. I Si ned_ 10 6 81 ----- ----- -------- ---•---.. -- ,----------------1....�._.... Date Application Approved By------._... .... . .' � ..................... ...................l97 6�81 .._ Date Application Disapproved for the following reasons:-------•----------------------•-----------------------------•-----------------....•-----•------•----...:.....--- ••.......-•----------------------------•--•-•---...._..•-------------.-_... Date Permit No.----81-................................................... Issued-.--------....10�_6/81-..-------------------- Date No.....al:l tl A Fins............ ... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Town........oF.....Barnst ble Applira#ion for Disposal 19orks Tonstrnrtinn Prrmit Application is hereby made for a Permit to Construct ( ) or Repair ( x) an Individual Sewage Disposal System at: ,I ,v-•ing Ave:.a...Hyannisport.r...M....02647. ...... ..............•••-• --- ....---••.•--- Location-Address or Lot No. .Thomas Sinclair Irving Ave. , H�!annisport� NA_ _02647 ------•-----......_ ...- •-- ._... •••--•...-•--•-•••...-•-• ............. --.......__.... A & B Cesspool jFgr Address a .._......-••----------•••.......__..Sery ce.................................•-•....... .......................................................2II ?�i�opsTrace, Hyannis, NA___.02hC_�l_ Installer Address UType of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms...........5..............................Expansion Attic ( ) Garbage Grinder ( ) e� Other—T yp of Building ____________________________ No. of persons........?.................. Showers ( ) — Cafeteria ( ) d Other fixtures W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter...-............ Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) '-• Percolation Test Results Performed by.......................................................................... Date........................................ a Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ f� Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ OW .•----•--•----------••-----------------•---•--•----------...-•------•-•-----...........--•-••-_•---.......................................................... Description of Soil........ MCI------------------•••-•-•------------•---••-•-------•----•--------•---------•--•--••----•----•-•----•••---------------•--••......•---•-....----------- x V W x --•-----•-••-------------------------------•----•••---••---•--------•----•-••---•----••----•--••-------•---------------------------•------------•-------------•------•------------••------........----•- U Nature of Repairs or Alterations—Answer when app cable._121-st�llationl--of_.a__Z.,_! all�n••�1^ yy•c?uty� septic__tank_.and._1__distribution_box__and_. f?owda.fussors_.__._.._ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITIE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has7,lAp issued by the bo f lth. Signed•. ,✓....-•--------•.•..........-------............... ............/ �/��. ate Application Approved By.. .,, i_,Nx .�'P . . •----------- zat---.... . Date Application Disapproved for the following reasons------------------------------------------------------------•------------------------------------••-------....._ --------------------•-•----•-•-----------.....----;-----...-•--------•-....------.....-----•--------•----'------------------------------------------------------•----•---------------------•----------•-. I 81- 10/ 6/81 Date PermitNo......................................................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .......................oF!?3............oF........... ar..stable............................................... Trrtifiratr of firomptianrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed (( ) or Repaired ( X) by A & B Cess......................................................00 Seie, 128 Bishops Terrace3_Hyannis, NIA 02601 ............................................................... Inslal I at........Irving Ave. , Hyannisport, MA 02647 - # Somas Sinclair - - •----------------- •--•---------------•--••-------------•------------- has been installed in accordance with the provisions of TI`�'LF 5 of The State Sanitary Cod s described in the application for Disposal Works Construction Permit No..... 1.� �.��.............. dated----107 9/�l THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. 10/l /81 ...------•---•-......•-----•.. Inspector._ ' DATE............................y --•---------------•--------.....-----------••-•••-...........••••-- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ........................T own.......0F.........Barnstable .........---................................... No........81. � © ICE............. ..: .00 Disposal Works Tnns#rnduan rrmit Permission is hereby granted...... ice _...A & B Cesspool Sery . ......................••----------•----......---•---•••--...................... to Construct ( ) or Repair ( an Individual Sewage Disposal System at No.........irvJhg__Ave. , Hyannisport, NIA 02647 --Thomas Sinclair \ ----------.----- -------------- -•----------•----•----------...----------•-------•----•......•-•-••-- Street as shown on the application for Disposal.Works Construction Per No.....81_=e-"Dated..........AP/ 6 f 81 dl ' al. ......................... 10 DATE..............---•f-----•--181.......................................... 000 FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS FPBNo.... rZ..................... THE COMMONWEALTH OF. MASSACHUSETTS BOARD OF HEALTH ..........................................OF.7�.s it.................................... Appliratiou for Dispatial ]V,arks Tomilrurtion ramit Application is hereby made for a Permit to Construct or Repair (41L) an Individual Sewage Disposal System at: .......................... -------------------------------------------------------------------------------------------------- Location-Address Lot No. 1.,Vc..A ................................... ........................................... Owner.......... Address All a... ...(1p.;o................. ...............7.................a......... ... ...................................Wqg?�. A"W.".4....................... Installer AddrV VType of Building Size Lot............................Sq. feet Dwelling No. of Bedrooms.......... 3............................Expansion Attic Garbage Grinder aOther—Type of Building ........................... No. of persons..................__.__..... Showers Cafeteria Otherfixtures ......................... ......................................................................................... Design Flow.:..........................................gallons per person per day. Total daily flow............................................gallons. 9 Septic Tank—Liquid capacity............gallons Length................ Width........___..... Diameter_--_.-_.-_-_---_ Depth._...._.__...... Disposal Trench—No..................... Width..............._.... Total Length.................._. Total leaching area....................sq. f t. Seepage Pit No..................... Diameter........._.......... Depth below inlet_................._. Total leaching area..................sq. f t. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................I.................................................. Date....................................... 4.1 Test Pit No. I................minutes per inch Depth of Test Pit........_._......... Depth to ground water__...._.............._.. rX4 Test Pit No. 2................minutes per inch Depth of Test Pit...__.__........_... Depth to ground water---_-----__-____........ iii;i ..................... .............. . ---------x. , *- --- --- ------------------ 0 Description of S r "W- ............ ------ "-A----I-P/--:--4---------W_ _--fin-1-1 -----------"................*1-------------------------------------------------"I'l"--"",""",ll,",-","*,*",-,""I----------- ----------------------------0 ILI"--------------------------------------------------------------------------------------------- ............. Na pair ons—Answer when ............ U t.��of Repair erati' reams Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TL I Ti 11, 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed. G&I_wl ..................................... ---11-30-89 ............................ Date Application Approved By........... .....6_u ............................. ----------- f Date Application Disapproved for the following reasons:_............................................................................................................. ................................................................................................................................. ....................................... ......................... Date Permit No......Y"!-.7,------7.aa .................. IssuedL....................................................... Date No._.�`l:.� Fa?:ic ...................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH f � Appliratiun for Khopmai Works Tunntrurtiun tirrutif Application is hereby made for a Permit to Construct ( ) or Repair (; ) an Individual Sewage Disposal System at: ............................ ..... ........�:.......-. ................................ — ........--............................- r......... ................................... Location-Address` or Lot No. ll. /G 7 Owner Address Installer Address Type of Building Size Lot............................Sq. feet I—. Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder aOther—Type of Building ............................ No. of persons.-..-..._.-_-__.___..._.._.- Showers ( ) Cafeteria ( ) Otherfixtures ...-----•--------------------•-•---•------------------.-------•-...--•----------------•------••----•----•--•-•---------••......--------------------••- W Design Flow............................................gallons per person per day. Total daily flow-------.....................................gallons. x Septicq P ---•gallons Length................ Width---------------- Diameter------------_- Depth................ W Disposal Trench�i NocacitY-. ... - .. Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No_----------------_ Diameter-------------------- Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) a Percolation Test Results Performed by.......................................................................... Date........................................ a Test Pit No. l................minutes per inch Depth of Test Pit-------------------- Depth to ground water-.-__------..__.-.---.-. fX4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ -------------=-------------•--------........------......... . -----•--------•-.........-----... ................................................ Description of Soil. - =' �' '�--c.. � .�:G✓,��----- - x w U v = ---------------- �-----•-----.........-----•-----•----•------•---------•--------------. -•----••-------••-•-•-------------•---------------------- U Nature of Repairs or Alterations—Answer when applicable...).__...":!_-______f c_i!) __ �. I '._ rs ...................................1 Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITI:i: 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. 1 T L�.-= = �L._.__.._.__ Signed J :....... ...............=......--....------....---------------•- .-- Date Application Approved By........... y� .4�^. �c ..---------------•-........----•-. ----•----- '' y.....6 Date Application Disapproved for the following reasons:................................................................................................................ ..........................................•--•--...--------------•----------------------•--•----------------------•-----•-----••----...----•-•-••----------- ........................................... Date Permit No.....21 -------- •-----•--•----•--- Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 1 , r �rr�ifirn#�r of f�unt��innre THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ! ) by --•---.._.�..-�..fi-_ ! ' r---------------------•-----------------------•-----•----.......------....--------•------•--------....---......------.......------ Installer has been installed in accordance with the provisions of TI*T .•5 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No..._. �--'..�-�.a_........ da.ted.._..__.._...._..-.-.._....................... THE ISSUANCE OF THIS CERTIFICATE SHALL. NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. � DATE.......C.. ....................................................... Inspector-;_:. ..!��.�'.,;%". --'� ^ ..................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH C/ / ' . ..c. OF.. , ..................... ...-..................:.: No.-- FEE........'::.._ ......••. Disposal Work.5 un trnr#iun runfit Permission is hereby granted------------to Construct ( ) or Rep it (>e) an Individual Sew e Disposal System at No Z ��z•( � e u� 3 �/ ...... . ----.�............................. as shown on the application for Disposal Works Construction Permit o.l-f\.1:��-: Dated.......................................... ----------------- + w� .. =mac-:s. .---=:c�-------------------------------- DATE ...................... Board of Health ----=---------------=-------------------------------- FORK 1255 HOBBS & WARREN. INC., PUBLISHERS Z y o. . �.e o c � I G ` U V 3 lKi- OUD 1 3 � I � n � �J\ r 3 V Z \'._ G` \ IT N Ih 711Z � . O n N ro t ;� i MIN. 2� OF 8'MIN. H-20 CAST J I II * PERF P l PE, 3/4" - l J I2" D 1 A. IRON FRAME'AM COVERS TO FINISH GRADE PEA 5TONE W/ORIFICE DIFFUSERS DOUBLE WASHED STONE CLEANOUT MGTARED IN PLACE 4RSj0N WITH CONCRETE FOOTING AY SEE DE TA I L RUBBER BOOT 2-456 O OR SWEE CLEANOUT ON TANK INLET ALTERNATE O AN AIrF 1• 5• 5• /�•3 103.3 40 MILL POLY F ss� •Pm Ps Ps op A• .�a p,.o 0 0 0' It/ g VAPOR BARRIER $CH 4 VC 0opopo0oq o 0 0 0 0 0 0 90° VENT HOLE SEWAGE 02.8 TEE l" LATERAL 3' MANIFOLD 1/4- DRAIN HOLE AT END OF LATERAL \ A HYANNIS 97.9 PUIJ 98:3 /03.0 23'x 32.5' LEACH FIELD 02.3 100.3 3' MANIFOLD J IR ING V EFFLUENT MIN 1/4' PERFORATION /N CROWN OF PIPE HARBOR F1LTE 97'8 "' W/POLYLOK ORIFICE DIFFUSOR 93.05 MANIFOLD AND FORCE MA/N ;, 8'MIN. H-20 CAST LOCUS EXISTING &eAV& vov TO DRAIN BACK TO PUMP � IRON FRAMEvfRs 1000 GAL H-20 CHAMBER WHEN PUMP SHUTS OFF . L-=-- ADJusrEO �//� MOTARED IN PLACE 1500 GALLON PUMP CHAMBER GROUNDWATER. EL-97.3 WITH CONCRETE FOOTING G SEPTIC TANK _ INDEX WELL M/W 29. LONE A -a•Max s' :aaa\':'a4A\. ♦�a\'�aa\�� NANTUCKET SOUND OBSERVED JUNE 20/4 READING - 8.6. ADJ - I.9' GROUNDWATER. EL-95.4 / / / MA - 4' DIAM INSPECTION PORT L PEAS TONE 0 CV S MA I ORIFICE DIFFUSER BOUYANCY CALCULATIONS : 9" MIN OF 3/4'-I 1/2 DIA. °o PUMP CHAMBER: DISPLACEMENT - (97.3-93,05) x 9.0 x 5.25 - 201 C.F. l- LATERAL DOUBLE WASHED STONE ° 0 GENERALNOTES : 201 C.F. x 62.4 s/C.F. - /2531 s. H-20 TANK - 14500+ OK I. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION _ TOP OF WALL - 1 WALL VARIES ON WEST W DES l GN CR l TER l A : OF THE SEWAGE DISPOSAL SYSTEM ONLY. DESIGN FLOW: *4012'oc HORIZONTAL 5 BEDROOMS AT ll0 G.P.D. PER 2. VERTICAL DATUM IS ASSUMED. FOR BENCH MARKS a AND VERTICAL BEDROOM EQUALS 550 G.P.D. SET. SEE SITE PLAN. I VI NC TC STONE FACE ON No GARBAGE GRINDER 1'�/ �,T �.-•- A V ,,�N J j� • WALL TOWARDS HOUSE. SEPTIC TANK REQUIRED. J. ALL CONS TRUCT I ON METHODS AND MA TER I AL S AND Up v 40 MILL POL Y 550 G.P.D. X 200% - 1100 GAL. MA/NTENANCE OF THE SEPTIC SYSTEM SHALL - ; e- l VAPOR BARRIER SEPTIC TANK PROVIDED: 1500 GAL, EXISTING CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL -- --- �^ pli-a,,4lv<a-�I��h�(,�Ia� /" • - EXISTING GARAGE - ' - -- - - _ _ EL=I00.8s SOIL ABSORPTION SYSTEM REQUIRED: BOARD OF HEALTH REGULATIONS. _ co FND /� w �- / G DESIGN PERC RATE ( 5 MIN/INCH CB/OlI FNQ _ TO BE REMOVED �� -(lI Y SOIL TEXTURAL CLASS - 1 4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER S 84 • EFFLUENT LOADING RATE - 0.74 GPD/SF AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER __ \ 4� °29 S7-� 174 f 550 GPD / 0.74 GPD/SF - 744 $.F. REQUIRED TOP-�105.0 THAN 3' IN DEPTH SHALL BE CAPABLE OF WI TH- �� ;: : SHED SHED PROVIDED: 23'x 32.5' LEACH FIELD. 6" DEEP STANDING H-20 WHEEL LOADS. _ �� \ /o ° _ ° s4w/2'oc AREA - 746 S.F. x 0.74 - 552 G.P.D. OWL. 3 SLOPE TOP 5. ALL SEWER PIPE SHALL BE SCHEDULE 40 PVC OR ~'b� WALL v : :. :is ::::.. ...::. '� �-� 12' 12°-�j / : . �• ::•:s::y:• � � SOIL TEST P l T DATA s APPROVED EQUAL. 3� 100.9 INDICATES +�s \ I ; :• '::' r ?p PORCN KEY PERCOLATION r OBSERS VED TEST - GROUNDWATER 6. SEPTIC TANK. PUMP CHAMBER AND D-86X SHALL BE j 1NSPEcrioN o ;/i�. '1�5 . �� - EL-98. TP ►i P.144o7 TP 02 REINFORCED PRECAST CONCRETE. WATERTIGHT AND / .,PORT(TYPJ I M 3 W TESTED TO / 99. �. p ..: I ti� __ � _ _ ,. 2to' r ._.:_HORIZON .'.TEXTURE. COLOR _ HORIZON TEXTURE COLOR WATERPROOF. D-BOX_SHALL„ BE WATER E TED Top-1o3.3 ..... I ___ _ _ - -_-_ - -- q ._.,a_. _ CHECK FOR LEVEL WHEN THERE /S MORE .THAN ONE 1 • CONCRETE f'c 3000 PSI w 28 DAYS 40 MI[L POLY I /04 / REINFORCING fy 40.000 PSI FILL FILL OUTLET. VAPOR II BARRIER is- . / i _ � 3Q ASSUAAED BRG 1.S TSF / . : SLOPE WALL DETAIL :NOT TO SCALE - -BEFORE CONSTRUCTION CALL "D!G-SAFE". WALL PUMP /0 100.5 LAWN y 44' - - - - - - - - - - - - - - - 96.0 42" 96.2 / CHAMBER..':::::: 1-888-DIG-SAFE AND THE LOCAL WATER DEPT. ^i I/p.= CI MED-COARSE IOYR CI AR=D-COARSE IOYR FOR LOCATION OF UNDERGROUND UTILITIES. I ExISTINc EXISt/ SAND sie SAND 5/8 /` SEPTIC TANK 5 BED,Q AI 52- _ 95.4 52- _ 95.4 8. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THEDwELI�NGM DESIGN ENGINEER TWO DAYS PRIOR TO CONS TRUCT I ON +98.6 18 P i OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE I h k ExrsrlNG �\ ° CHAMBERS CONSTRUCTION INSPECTIONS. �// a GREENHsE BEACH 9. EXISTING LEACHING CHAMBERS TO BE PUMPED DRY AND / PAT/D PLIAN 96" 91.7 96" 91.7 \BACKFILLED. / DATE: ✓UNE 99, 2014 / 99'9 1 BRICK WALK t18-PINE `i TEST BY: STEPHEN HAAS / \� l0. ALL UNSUITABLE MATERIAL (PAVEMENT. FILL) PINE WITNESSED BY: DONNA MIORANDI I _ _ - l PERC RATE: ( 2 MIN/INCH ENCOUNTERED BELOW THE INVERT OF THE LEACHING _ l FACILITY TO BE REMOVED FOR A DISTANCE OF 5' �\ 99•5 vs PINE AROUND AND REPLACED W l TH.SAND IN ACCORDANCE SEP T I C S YS TEM LIES / ON WI TH TI TLE 5. / 155 1 R V I NG AVENUE MAP 287 , PARCEL 69 LAWN AQ BEACH PLUM BARNS TABLE' . ( HYANNI SPORT ) MA . •� �/ / Ioo-- INV PREPARED FOR : MIN IMS M ? N/MGS � 4S.�6 CAST IRON v�COVER TO GRADE couPIING "' 2' PVC OUTLET J O E w O O Q PUMP SYSTEM NOTES LEGEND P O BOX 334 . HYANN I S FORT . MA 02647 4" PVC INLET ■ CB CONCRETE BOUNDT''' I. PUVP TO BE MYERS RESIDENTIAL SEWAGE PUMP MODEL SRM4 SCALE I -� = 2 O -JUL Y 2 8 2014 OR EQUAL. 650 GALLON -W WATER L!NE 3/8'NEEP STORAGE H 5 t 2. THE PUMP SHALL START AND STOP AT THE ELEVATIONS SHOWN. ALE HYDRANTy, REV 1 SED:OCTOBER 24. 2014 CHECK ,�f.�z v. Gk f G VALVE FLOAT S T E P H E N A . H A A S ALARM ON _ _ _ - _ _ ' GAS LINE 6 ' , 3. THE PUMP SHALL BE INSTALLED IN STRICT CONFORMANCE WITH OHW- OVER HEAD WIRES PUMP ON _ _ _ - SWITCHES TIONS AND TITLE V REGULATIONS. LIGHT , ENGINEERING , INCTH£ A/ANUFACTURER'S SPECIFIC AW PUW T PUMP DISCHARGE SHALL BE 2 INCHES. PUMP SHOULD BE ABLE TO PIA1W OFF P . O . Box 16 e- �- NE, / r BE D i SCONNECTED AND LIFTED OUT OF THE PUMP CHAMBER WITHOUT UNDERGROUND EL EC I C L l HAVING TO ENTER THE PUMP CHAMBER. -T- UNDERGROUND TELEPHONE LINE / /� � / ��~ S o u t h D e n n i s MA 02660 -CTV- UNDERGROUND CABLEVISION LINE j2 �/, / �� ( 508 ) 362-8 1 32 4. THE ALARM SHALL START AT THE ELEVATION SHOWN AND BE PUMP DETA IL :NOT To SCALE +40.4 SPOT ELEVATION POWERED BY A CIRCUIT SEPARATE FROM THE PUMP POWER. USING l000 GAL. PUMP CHAMBER _ •.--40-•--.._ EXISTING CONTOUR 5. AN ELECTRICAL PERMIT MUST BE OBTAINED FOR THIS INSTALLATION. WATERTIGHT AND WATERPROOF 40 PROPOSED CONTOUR O 10 20 40 JOB N0: 14-032