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HomeMy WebLinkAbout0030 FIRST AVENUE (HYANNIS) - Health 30 First Avenue Hyannis P A = 267 025 A 0 0 y OWN OF BARNSTABLE E�— f�n Cop r LOCATION 3O F-V'2 Apr VC' SEWAGE # -^�I' VILLAGE e k �-l�i�lyN Sf'��( ASSESSOR'S MAP & LOT �I07- aS INSTALLER'S NAME&PHONE NO. Af 6 041VCO 7-7S" d?aL) SEPTIC TANK CAPACITY 0� eU/�E°A+� 0 - LEACHING FACILITY: (type) r�Us� Vy��k^,� (size) /t , CA NO.OF BEDROOMS �`� r) BUILDER OR OWNER PERMIT DATE: a a I' COMPLIANCE DATE: ' / y Separation Distance Between the: Maximum Adjusted Groundwater Table tothe Bottom of Leaching Facility 7z r at4 r Feet Private Water Supply Well and Leaching Facility, (If any wells exist on site or within 200 feet of leaching facility) ' AJ/A Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) A) A Feet Furnished by A & I CANDO tiCn LA-1- a+vehg4 b3P�'o 2c'to15 S?,t9Sn4J1Q Mall h ,O � th� © n 1 -wad (,la1�nb�S°I© ,Lod IN ►1�1v�dw��' ,hh ':bV z�V e q olr ztv ra11+00b 0.-S0d0Vd pk ag�o� 9rotlstx�1tvo�! I� �v TOWN OF BARNSTABLE14 �- LOCATION �0 �/�//�A�Af SEV1'AGE # ® s I I VILLAGE f ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. 04MCQ 7-7S-- A04) SEPTIC TANK CAPACITY �006 641 12 COM620740JT LEACHING'FACILITY: (type) r` �k5c ks (size) �� /� e 16 X d, NO.OF BEDROOMS 6�_ �kfhorb BUILDER OR OWNER PERMITDATE: a a l} COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Rkr at4 n Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) AJ I A Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) A Feet Furnished by A & B CANDO O eM c nikn �9 O o O Q �_ p �y �- r Q ~� tb- p `N ct .. CD �' -,ToVVII 0 1 iarllsWble Uepnrtntent,af Ile;hllli,Snfely; -nnd. Envlrotlnlenfal Services i �o P11blic Health Divisloll u;tic 3 SER IZ2003 r F,ftB J(17 Kiln Sired,I lynnnls MA 62601 ��• ! 1:OWW.OF BARWSTAf_'Ci_.nAnARTA0LF - nrnev, .. .HEALTH(�E=.p-f i a �� l• A► Bale Schedt led .Or-r-no . '`� 2063 'fiuic�/Pgo }.y! Tree I'll, i?D Soil Suitability Assessirt ell, for Se►vage ,Disposal I'crfonnctl.Ily•. 1Vilucsscd Uy;1.. � ::G��L� ��_ 17G ION &.GLN1�,ZtAL''INzPUItAIA'tION L,ocnilon Address. bwoer's Nnmc /Z�c h. .� .an z u (1J to We c1r H Owl r+otj nt AdJress (D Assessor's Mnp/I'nrccl:. a1n Z(o �c(' Z.S linginccr's Nnlnc .5l�•pht� �� �4 �2 co ( .z co Lu Q .NEW CONSTRUCTION RGPAIit i'cicphoncll 5ag�yZk- `- j/, 411-f 3 I CIO t. Lund Use 12c5,",tj4.e Slopes("/") Suirnce stones., clouts - z04 o DIslnlices trout: Opell Wnter.11ody I1 Possible Wcl Wren tl Drinking Wmcr Well. Il .. N Dtnhtnge Wny, 11, Prolint i;hic Il Othcr w m SKETCH: ($(ree(nm6c,dimensions of kA,cxn.cl lucndons of Icst ImICS R pert tests,locnle 1Yclinnds In pfo,ximlry to holes) B/pH 99.63 N 79'21'18'C 7- _ Z 1 .92 99.09 � I.00b' 9 w° Q 100.? U N 100 1n O z Tem.STAY ET 100. O L4 H EL, 100,10' O Q .. 9o1 N/F EGAN 100.5 $ 1', / 90- ... __9 99 o 98,4 098.O m to, 94 * •`W9eG x 90.24 M - H w B'"DH FIND. N 79'10'09'E / 9d 97.6' 10 101.65 I 100 _ _ .;rf59.1i)7,9 �B/DH'-FND:97.9 10 lOh: 110.08' CB'to CB -�� 8 �' 98.5;8,7x.i0.3 97.7 - ✓� 110.20' SL to CB x n9,� "90.5 d 100.2. .100.. 9q \\ -ti PAVED ORNE a 98' 8. LSA M 90.19G.3 90.3 OD FRPME�ON IN 10, . 99.5 90.4 90.? 9 ����\No 30���� x 96.6 9 .1•. �t1e'[4 �i+ ' T10 F €l 9 2,1 m / 99,G PAYED DRIVE - - - F+i '99.9 // P,4:CEl A:EA / 90.�.900 y. . 3F9d.2 98.2 98,8 90, 9&10 j m WOODED / 90.1 . 34,1333 SO.FT. 9 n .1 STOfjY 4 0.78f ACRES 983`- J t 97.G DEC . 100 99, 98.3\ 97,7 110.32' / S LSA 4'7.9 Lj m 97.8 . S 79'10109'W B DW NO a.07 9B9 I 98.0 951. .. ' Z 98.5 98A 11 99.0 99,' i I x 980 6 . ' x 90.4 x:8\6 98. . g9 97,91,98.1 LAWN 1 _ - ' .. N/F SACHS 98.71 O.U. .,97,0 128.881 q'I '6 `FD�-��1gY�{�' 0 S 872f'20'W CB/DH FN - N/F HYANNIS PORT COLF CLUB 11nrenl Innlcrinl(gcologlD)61.ct 1.1 . 06 Ucptk to Bedrock Depth to Grolindivnler;-Stnndhig Witter hi Ilule: ��� eb8. Weeping from Pit Nee .. EsllntnleJ Senaonol I Ilgh Groundwnter C;1 '121VZXN ' zC?1V;S!;C ;:: ASON�U �z1 all.��A a L��:;��I31LL' Method Used: Depth Observed slmiding In obs,hole:. In, Depth to soil inulllcs; Depth In wccplrte frolii side of abs.hole: _ fn. CCround.wnler Ad.juslmcn! -.r inrie,e Well N rir.ndiitg Dnle:_ Indav 1Vcll level ^_„ .Ad,l.'fnclor AdJ.(irutinJwnlcr I,cr'cl I O'I ttf c t�Cy Z � . Obscrvntloii d. s' dote N / 1,1111c nt9". Uclilh of Perc (00 Thnc nl G" Sink I'rc•sook Time Q /0:27 A.n End Prc-sonk //:3S�M'1 uKdG4 cook. a.. 'a• Rnle Min,/11wh Site Suitnbillly Assessment: ,Site PnsseJ` She hniled: Addlllonni'Tes(ing NcCocd(YIN) Origliml; Public llenllh Ulvisioii Ouservntlon hale Unln To 13e Conll)1CCd on Brick j Copy: Applict tit V :. . . . . • . . jz" au�xX+ x : C IDIe# Deplli from Soli I1- ri on Soll Texture "Soil Color 5oi1 Other Surface(lri.)" (USDA) (Mansell)` Mottling (Structure,Stones,,noulderes: • ..; r0/, shy mow, �e yR�/z o.: . h _._ !6 —" . . . . DiC1y Sztx1'XIG7V IOli I O ;riolti# bepth from Soli Florizori" • Soll Texture Soh Color Soll Other . Surface(in.) (USDA) (Munsell) .;Motliing (Slruc(ure,"Stones,Dtluhleres u +. .. .. .. I .. . t . .: . ." .. .. ' .. .... ., Depth f}oni Soil Horizon ..Soil,Teicluie Soil Color Soil Other unsell` Mottlln SlrubUuc;Stones,l3oaldeies USDA M g . . 5urfnc4 In.. ( ). .(. ) . ( ) .. 0 [�...11..,.;.:I:4...�,�I.-�'I I...r:.:...I&5...I...,�-...9.'.....:�....'..5.4 1.-�....I...'.,.;,.':Ir I-:-....:...I..::.,-.9-::I.......'4�.-... . p' ' ' t'Am: TIt7N X30L L;dG Hole# Depth from Soil Noilzon Soli Texture Soil Color Soil Olhcr. Surface(in.) (USDA) (Muusell) Mottling (Struclure,,Slones,t3ouideres.' " `. . o . Flood Irasuralice Bate Mau . y . „n . Above 500 year flood boundary No Yts Ir Within 5b0•year boundary No Yes Wilhln I.00 year dood.boundery.No�' Yes T )enth'ofNatural),XQccl,rrl19 Pervlo6.MRterial'. - Does at least four feet of imfurally."occurring pervious material exist in all areas observed througlfoutalie area proposed for the soll.absorptton system4 If not,what'is the depth of naturally occurring pervious maierlal7 .. , , , certificaddl • I . . . . I - :I certify that on r' (date)I..have passed the soil evaluatpr examination approved by the:: .: Depart(nent of Enytronmen*t I'rotectton and that the above analysts was nerfoliried by.me consistent.wtth the required t raining,expertise and'experi6nce descrtbed iit.310 CMK iS,QI Signature Date 6d 03. N. " . No. / Fee THE COMMONWEALTH OF IWASSA-HUSETTS Entered in computer: vl__� PUBLIC HEALTH DIVISION -.MOWN OF BARNSTABLE., MASSACHUSETTS Zipplication for Oiqoal *pztem Cow5truction Permit Application for a Permit to Construct(X)Repair( )Upgrade( )Abandon( ) X Complete System ❑Individual Components Location Address or Lot No. 36 Firs+ jAyc h ve Owner's Name,Address and Tel.No. Wes s N�a v�nis rorri- 1��cL.o.-mot 3 l=cJc� cw7 Assessor's Map/Parcel ` �Chi17 2 P�o• r3 o c G yo O Installer's Name,Address aBa WCANMY Designer's Name,Address and Tel.No. 5ot�,—�lzg-9/3/� 350 Main Street 5"hc' A , �'t�w► 10G �N W. Yarmouth, fV A 02673 812 Moon g s r A 02&s.3 Type of Building: Dwelling No.of Bedrooms I k Lot Size 3q, 133 sq.ft. Garbage Grinder(yes) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow /!o g Z4d gallons per day. Calculated daily flow .330 gallons. Plan Date io�6 Number of sheets nne- Revision Date Title S , s Pry o A-0tat Size of Septic Tank 2c>ao GGitc�s (-ftc ec,,xp_M,c,+Type S ►�1// ►n,4, 6tom e n IZ1%tlofx Z' h4. Description of Soil i2c��_ 4� so; I 1 n c �, !Gh s P— l�Ll� �IONV Ca�eNE�RM Usr S,,-- VI. �WgS�T,q lFY/ ,�.._ lNG' 1-0 p p�N cr Nature of Repairs or Alterations(Answer when applicable) f C ` 24 ki 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 issued by this Board f FV42 Signe w N 1 Date a Application Approved by Date Application Disapproved for the following reaso s Permit No. Date Issued "� low— No. 1 �.. F' Fee `• Y' i THE COMMON`IVEALTH"'�OF J.IAA,SSA4�HUSETTS Entered in computer: VYe PUBLIC HEALTH DIVISIQ .,XOWN'OF BARNSTABLE, MASSACHUSETTS �t 01pprication for ;DtgPogar 1�bykem'Congtruction Permit Application for a Permit to Construct OO Repair( )Upgrade( )Abandon( ) X Complete System ❑Individual Components Location Address or Lot No. 30. Firs+ Avc m vc Owner's Name,Address and Tel.No. trl lc S� H a n nos owl- 1R L C ko._R 3 , L^4�✓� M Assessor' 'slIap/Parcel A P o. ►3 oye 4 y p J O VOon piore<1 75 rs/- H 402.1o7ZI Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Sop-yzg-9/3/,cvsf,/3 51t"Ytc^ A , lA�i l awt, 109 Z Mom V 81 5 S r A 02&S'S Type of Building: Dwelling No.of Bedrooms T-1,r« Lot Size 34/J 153 sq. ft. Garbage Grinder(yes) t Other Type of Building No. of Persons Showers yp g ( ) Cafeteria( ) Other Fixtures Design Flow //o g.�d /6�dra gallons per day. Calculated daily flow 330 ` gallons.; Plan Date�/�3 Number of sheets one_ Revision Date Title Scphf- SL41k,, A4-aC1(*?0-r1 Size of Septic Tank 2cboo _dons (-nes`xcc„n.rfinctaType of S.A.S. Ie.&cbal c,aowbem IZ'xYto X Z' A4 Description of Soil eg... d•„ so', I l t` �„1 an P— t o s� q/ to Nature of Repaid ror Alterdki in`�(Answer when applicable) f P ` PIA vi Date last inspected: *A� Agreement: � The undersigned agrees to a urePPth�e�Po#tstruction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions/of'I{let',of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issu,'ed'by thi$Board f alt . Signe 1A Date a Application Approved by /Z//Z O / Date Application Disapproved for the following reaso s i ;A«) Permit No. '� Date Issued r� QFf „�3►��1���'� THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Comoliance . 4-;=THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired ((/)'Upgraded( ) Abandoned( )by at 3,11 i aLAC -�� u, A has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer Designer 1 The issuance of t 's : rmit shall not be construed as a guarantee that the sy to it functio a desttied. Date "1 Inspector /1.+ 1+ sY �+4•....;iH-':.-.....--.—Y_ter \ /.// j.(-�_/e'��/.a�_—:_�-:®--:®..•Ve:*-^....�e.-te No. Fee r THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS 1wigpo5ar *paem Congtructfon Permit Permission is hereby granted to C truct( )Repair(t_yUpgrade( )Abandon( ) Syst "located atO , andlas 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 mus be comAted within three years of the date of t_ Date: /)4 Approved by _ Town of Barnstable ,Regulatory Services Thomas F. Geiler, Director 1ARNSTABLE, " MASS. Public Health Division 1639. • - Thomas Mc, .." I?ir-Lc for 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: /j .l lq�Z=y M ` A. W i Ls w, R ly. MODesigner: Qo,c{zr, N� 4,,, �,.� „� Installer: o A& B CANCO �cb Address: gi z ��.,,, �'�� Address: � a26ss W. Yarmouth; MA 02673 sl�-v,fie . On A& B CANCO was issued a permit to install a (date) m , treet W. armou MA 02673 septic system at �U �—��LP based on a design drawn by (address) SJ-r_pkcv% a. w�LB•h , P.E. ►3 aka.. N (o t w► ter, dated /c-2r.1a 3 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. 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. N OF �p STEPHEN �N (Installer's Signature) ALI YN � o WILSON No.30216 � . . ISTE� ���% 1 esigner's Signature) (Affix 'tamp Here) i PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORIM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Desiper Certification Form 7 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM Address of property 30 Fi ZST AUr. Owner' s name A-ZCC�N `'SA^f Date of Inspection PART A CHECKLIST Check if the following have been done: Pumping information was requested of the owner, occupant, and Board of Health. None of the system components have been pumped for at least two weeks and the system has been receiving normal flow rates during that period. Large volumes of water have not been introduced into the system recently or as part of this inspection. As built plans have been obtained and examined. Note if they are not available with N/A. J� The facility or dwelling was inspected for signs of sewage back-up. The site was inspected for signs of breakout. J� All system components, excluding the SAS , have been located on the site. The septic tank manholes were uncovered, opened, and the interior of the septic tank was inspected for condition of baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge, depth of scum. V' The size and location of the SAS on the site has been determined based on existing information or approximated by non-intrusive methods. JZ7The facility .owner (and occupants, if different from owner) were provided with information on the proper maintenance of SSDS. n a S EP 1 5 19951, s WOF '"ARE h t i 8 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B SYSTEM INFORMATION . FLOW CONDITIONS If residential number of bedrooms — number of current residents So garbage grinder, yes or no eS laundry connected to system, yes or no i4o seasonal use, yes or no If nonresidential, calculated flow: Water meter readings, if available: o(\ 0k0 iN Last date of occupancy GENERAL INFORMATION Pumping records and source of information: 9 System pumped as part of inspection, yes or no if yes, volume pumped Reason for pumping: Type of system _V/ Septic tank/distribution box/soil absorption system Single cesspool Overflow cesspool Privy Shared system (yes or no) (if yes, attach previous inspection records, if any) Other (explain) Approximate age of all components. Date installed, if known. Source of information: c Sewage odors detected when arriving at .the site, yes or no 9 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B SYSTEM INFORMATION continued SEPTIC TANK: [/ l/ coo Gt LA, (locate on site plan) depth below grade: material of construction: concrete metal FRP other(explain) dimensions:il sludge depth 3 distance from top of sludge to bottom of outlet tee or baffle scum thickness distance from top of scum to top of outlet tee or baffle 6" distance from bottom of scum to bottom of outlet tee or baffle Comments: (recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural integrity, evidence of leakage, recommendations for repairs, etc. ) CO m d l en /1 : d o DISTRIBUTION BOX: (locate on site plan) depth of liquid level above outlet invert . Comments: (note if level and distribution is equal, evidence of solids carryover, evidence of leakage into or out of box, recommendation for repairs, etc. ) PUMP CHAMBER: (locate on site plan) pumps in working order, yes or no Comments: (note condition of pump chamber, condition of pumps and appurtenances, recommendations for maintenance or repairs,etc. ) 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B SYSTEM INFORMATION continued SOIL ABSORPTION SYSTEM (SAS) : Tn (locate on site plan, if possible; excavation not required, but may be approximated by non-intrusive methods) If not determined to be present, explain: ai Type ��---- leaching pits and number leaching chamb s number leaching galle s and number leaching tr ches, number, length leaching fields, nu er, dimensions overf w cesspool , number Comments: (note condition of soil , signs of hydraulic failure, level of ponding, condition of vegetation, recommendations for maintenance or repairs, etc. ) dUKee, CESSPOOLS (locate on site plan) : number and configuration depth-top Q-to of liquid to inlet invert depth of solids layer depth of scum layer dimensions of cesspool materials of construction indication of groundwater inflow (cesspool must be pumped as part of inspection) Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, recommendations for maintenance or repairs, etc. ) PRIVY: (locate on site plan) materials of construction dimensions depth of solids Comments: (note condition of soil, . signs of hydraulic failure, level of ponding, condition of vegetation, recommendations for maintenance or repairs,etc. ) 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B SYSTEM INFORMATION continued SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent references landmarks or benchmarks locate all wells within 100 ' Lk 48 DEPTH TO GROUNDWATER depth to groundwater Y S' -s• method of determination or approximation: 0-S �e:lo„cs' Svr„eti �n 12 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C FAILURE CRITERIA Indicate yes, no, or not determined (Y, N, or ND) . Describe basis of determination in all instances. If "not determined" , explain why not) Backup of sewage into facility? Discharge or ponding of effluent to the surface of the ground or surface waters? Static liquid level in the distribution box above outlet invert? Liquid depth in cesspool <611 _ below invert or available volume< 1/2 day flow? 0 JY Required pumping 4 times or more in the last year? number of times pumped Septic tank is metal? cracked? structurally unsound? substantial infiltration? substantial exfiltration? tank failure imminent? / Is any portion of the SAS, cesspool or privy: "kt below the high groundwater elevation? A)A within 50 feet of a surface water? within 100 feet of a surface water supply or tributary to a surface water supply? Ft,,/ within a Zone I of a public well? within 50 feet of a bordering vegetated wetland or salt marsh (cesspools and privies only, not the SAS) ? .,/�/r��✓Pis within 50 feet of a private water supply well? less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis? If the well has been analyzed to be acceptable, attach copy of well water analysi for coliform bacteria, volatile organic compounds, ammonia nitrogen and nitrate nitrogen. 13 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART D CERTIFICATION Name of Inspector TRUCE P,�ACALLISTER Company Name S ORELINE CONS" RUC o ION Company Address 87 POND STREET OSTERVILLE, MA 02655 Certification Statement I certify that I have personally inspected the sewage disposal system at this address and that the information reported is true, accurate and complete as of the time of inspection. The inspection was performed and any recommendations regarding upgrade, maintenance and repair are consistent with my training and experience in the proper function and manitenance of on-site sewage disposal systems. Check ne: have not found any information which indicates that the system fails to adequately protect public health or the environment as defined in 310 CMR 15. 303 . Any failure criteria not evaluated are as stated in the FAILURE CRITERIA section of this form. I have determined that the system fails to protect public health and the environment as defined in 310 CMR 15. 303 . The basis for this determination is provided in the FAILURE CRITERIA section of this form. Inspector' s Signature Date .ScIIT 6,1/�5'S Original to system owner Copies to: Buyer (if applicable) Approving authority N. ASSESSORS MAP NO: 7 q PARCEL NO: �S AMOQ THE COMMONWEALTH OF MASSACHUSETTS iiL Dutment BOARD OF HEALTH ram_,g "OWN OF BARNSTABLE SignDate �irtttiuu for Diripniial Worlm Towitrurtiuu Urrmit Application is hereby made for a Permit to Construct ( ) or Repair VI") an Individual Sewage Disposal tern at r ............... .•----•-----------------------.------------- ---• -----.-.-...-.-------.-•--------..-..-----.--. ion- \ddress or Lot No. / Owner Address l�La. ✓>® ............................................... ---------................-••••-• ---••••--------•---•...................._.. Ivstaller Address Type of Building Size Lot............................Sq. feet U ,.--t Dwelling— No. of Bedrooms--------------------------------------------Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of, Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) a' Other fixtures ............................... . . W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. R: Septic Tank—Liquid capacity------------gallons Length................ Width---------------- Diameter_:-------------- Depth_............... 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........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Test Pit No. 2................minutes per inch Depth of Test Pit.-._---____.___--_•- Depth to ground water........................ P4 ....-•••................•---.....---.........-------------•--.................•-•--.....--•--...----......................................................... 0 Description of Soil........................................................................................................................................................................ x ...< U ............................................................ ............................................ ••••---:----•--•----••------•----•-••.....--------•••-•-••-•••••----•----•---••-----.......... U Nature of Repairs or Alterations—Answer when applicable...... tl. .S�7,1Zln. �.�„ ......................... ......................................... �-- ? �.�..__=1/r97c=2!_....... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of ComplianW has been suedobbboard of health. Si ned l/ ......... .-B.ei....7.._/.��.... g :�<-- = ........................... Date Application Approved BY- t .. ............... .. .. Date Application Disapproved for the following reafons: ............................................................ ....... .. ....................................................... ......................... ...... ....................................... .................................................... . . ............. ..................---................. ........................................ - Dare Permit No. �� -�.--?................... Issued --..... ':. ..`- .......... Date 0.'. ...�... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH —7—F3TOWN OF BARNSTABLE Appliration for Diripwml Wor1w Tonotrurtion ramit Application is hereby made for a Permit to Construct ( ) or Repair (A") an Individual Sewage Disposal System at: / .... •---- •- ---------------------------- / Location-Address or Lot No. fi W Oe net Address Installer Address UType of Building Size Lot____________________________Sq. feet Dwelling—No. of Bedrooms......................................._....Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building _.____.................... No. of persons---------------------------- Showers ( ) — Cafeteria ( ) 04 Other fixtures ------------------------------------------------- Q ------------------------------•---------•----------- W Design Flow--------------------------------`.........__gallons per person per day. Total daily flow............................................gallons. 9 Septic Tank—Liquid capacity------------gallons Length---------------- Width-------------s__ Diameter---............. Depth................. 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 ( ) 04 Percolation Test Results Performed by..................................................................._...... Date........................................ 1...E Test Pit No. I................minutes per Inch Depth of Test Pit.................... Depth to ground water........................ L� Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ ----------------------------------------•---------•------------------•--•-------•-------.._......_....-•----------------...----......---..._....--•••-•-•--•. 0 Description of Soil........................................................................------••---------------•--•-••------••-••••------------•-----•---------------••....••-•-•_-•--• x V ................... -------------- •----------------------- •---------------•-••--------------•--•-•-•-----•-----------•-•------•------------•---••-----.._.._..__._...-•--____--•-•--•---•-------- W x ------------------------------------------------------------------------------------------------------------------------- -----•-----...-----_-----------------------------••-.._.._•----_-•-•-- U Nature of Repairs or Alterations—Answer when/applicable----- filf/��__ TiY/._____________________________________________________ Z^i/S //_-- 6r!D� �Ti'�iSinf :�lr- TgPI...---.....-•---...--•----•--•---• Agreement. The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been i sued b adboard of health. Signeda .% 1 ............................................ ..O 7,/ Dace Application Approved By .. :.... --�� + .....�'. /l-�'�-x� .............................................. Application Disapproved for the following reasons: ... ...... . . .. .......................................................................................... . ................. -- ..... . .................... .... ......... ......... ........ .. . .... .._............._.............. . ........................................ Dare Permit No. ..�� r'... �✓..1. Issued ....... .... .'.®.7. .... Dare THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Tertifirate of ompliance THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( by ............ .- --------------------------------------.-----.------------..... .................................... ...................-------------------.......... ...� Insr:a�er at ........:3.o--F./?S/..._ c ...1?�-:/---//hJ-------------------------.............. ..............-----------...-------......-------------------------- --------------------------- has been installed in accordance with the provisions of TITLE_5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. ... ....,,,1 ....- dated .-!.V. _ THE ISSUANCE OF THIS CERTIFICATE SHALL NO BE CONSTRUED AS A GUARANTEE TH�THE SYSTEM WILL FUNCTION SATISFACTORY. � - Inspector_......._.................. - . . ---- .:...._.........._. -, . ............. .............. -- -__---_--------------------- _----.-_-------.------------ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE No � FEE._.:�2�` Ropsal Workii Tonotrudion "rrntit Permission is hereby granted ��C?tfZOv�._ r►1-'?vl .=----------------------•-----------------------•-------•--•------••---..... to Construct ( ) or Repair (1/) an Individual Sew4e Disposal System at No....- - r, >......................�c I....�,-5_..--•......................... 7_____._. ..................^_.....A_.._.___.___.____._._.____..___._..._...__._.._...__.............. • Street L+�• ..................... Dated.._.__...._._....__._...__.......__._._.... .jam -i1..._��----•--- 4. - � -�7` ................... Board of Health DATE.__.._..-��--------'/---- FORM 38908 HOBBS A WARREN,INC..PUBLISHERS l TOVN lr tIARNSTABLE LOCATION az> `' SEWAGE#4a,fXer VILLAGE, ArsnZl 2�k ASSESSOR'S MAP&LOT INSTALLER'S NAME&PHONE NO. a`v CC- �C�-`�� t c crSEPTIC TANK CAPACITY /i®6 D^G� LEACHING FACILITY: (type) Zn�r 17R,975—M (size) 40.OF BEDROOMS BUILDER OR OWNER �C PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: y- Maximum Adjusted Groundwater Table and Bottom of Leaching Facility a Feet Private Water Supply Well and Leaching Facility (If any wells exist on site of within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facili�y J Feet Furnished by �` (� ` e �� 1 � jl � � � � � w i�� 1 � ��: � � � �. � � =� ,. �I i �� r a - TOWN OF 'BARNSTABLE LOCATION SEWAGE # VILLAGE . , �ljrl�c� d t` ASSESSOR'S MAP & LOT a67 d-� INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY tI 0 Cl 0 I L 0 n LEACHING FACILITY:(type) ����.7` a �S (size) NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: 41 VARIANCE GRANTED: Yes No �/ .t t, d, 41 nI r/ a.�c✓5 ' r AL �i Tj C� a �� > ........ ..... Eµ :W _., l � If 1.8 RAKE /1.2 DRIP ��. I - 30 YR.ARCHITECTURAL mm�� — ,.-.1 y,. - .+y. i ASPHALT ROOF SHINGLES ; w-- _ �,/ r� ,+j t •«--,Z�t - ',I-# .Ut I ' Y — _. [�lti! I lit .. ff I l 14,iz8 CORNER BOARDS W.C.SHINGLE SIDING O 5•T.W. I ,I ;`H`i ll a. � �rl�.i .,a ,._,... 'T"""'!"^' -- Rt.f .-.....)�5.,.��:. I „..-:.U,,•,w-� �a w.r�l I 1 C. C _—�J852t140R w FRONT ELEVATION 1� , RIDGE VEHi � - 30 YR.ARCHITECTURAL I �; ASPHALT ROOF SHINGLES { ..................... .......... .._........... ............. 1.8 RAKE / •2 DRIP ,.,,....: ...: ._ 1 :. _ .::: \� w �C L� P a Tta tY I I T� �. I \ C. I, 14t � � 11 1T7Iy7: 1 e � E+ St ItY P 7 f LLLJj IWI �. a F tP t wW 11 A �1 L -lI ce ,.e CORNER BOARDS .. W.C.SHINGLE SIDING O 5 T.W. VY 1.0 FPoEZE ... .. 1tI klIAS v�4 aR P I t !p l II � P`� 1!Y ?.! v.1r _l"- �' rf '", 'rl? �+��i-�' t ,y,_._�)1L.: T XL i it rn �r Sp �J 1!—Lair �` �lY.. a5 rGE J�' 4iTir(li p3Z.l RIGHT ELEVATION RIDGE VENT 30 YR. ARCHITECTURAL I T ASPHALT ROOF SHINGLES JJJJJJ \\ l I 1x8 RAKE w/la2 DPo �� I I I �� + • t .-� /Ifi \:. a' �I �µ: I u I T. : 1k8 FPoEZE �( n G M L F t � dEU I f f C 1 _.�..J ;,:�L�...mC Y ( Y t .4tiD EL44g� 1.5.1.6 CORNER BOARD a.. 1xk TRI W.C.SHINGLE SIDING•05 T d ..: . L_ a �t.� ! a I 1 r Iw Yi r, 1 � C(1a` „!� I r G �YIZj .)< �' t ' r?•'�„- --FJBSIt140 REAR ELEVATION ROM VENT -1 30 YR.ARCHITECTURAL -I ASPHALT ROOF SHINGLES .. ,., I ._._ �`i � ' I I f E 7LIU- . I (' L L i7 T L. 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House Designs B M E N Z CONSULTANT DATE: OB/18/09 I MRST FLO5�OD?pp Y �00 ,K&SEC' ms 42 FOREST DRIVE TEL: 503 477 2007 A2 REVISIONS: 11110103 MABHPEE, MASSACHUSETTS 02649 12/3/03 ADDITIONS&ALTERATIONS TO ADDRESS THE EGAN RESIDENCE OF 5 30 FIRST AVE. TELEPHONE No. C KIu SET 14YANNIS PORT, MA. SIGNATURE I aa N F� m \ cgs o O 7� I z / s� 9 O \ o / \sQ�y O � I z g .00 �1 � T A � z n � ! 'I T--------- zi -6 1/2' t2•-11 1/2- 4 1 I I 1 . I ......... 1 r _.-... - m ------.._._....-------- � ' mKz um m>m ox 11!1 12'-11 1 2' ° ^l q C u� E k z 1, D m0 z -� 0 N z 0 C) m m z e z v m mm O m Mp°m� mN a .. 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I I C1 ABOVE- i EXISTING FOUNDATION WALL TO REMAIN CONCRETE FROST WALL 0'x 20'CONTINUOUS FOOTING NEW V-6'x T-B'x 1'-0'CONCRETE FOOTINGS REINFORCED WITH 4-µ EA WAY C A3 D A3 I '-C1 ABOVE CREATE 4 x30'ACCESS I -- TO NEW WL SPACE Fi IDS DOWELS EVERY EXISTING FULL El 12•VERTICALLY-TYP. FOUNDATION WALL TO REMAIN bl I : EXISTING n 4 12,-0, BASEMENTLA SAW CUT AND REMOVE ' ' EXISTING FOUNDATION WALL NEW A TO PROVIDE ACCESS q2 TO NEW BASEMENT BASEMENT 8'FOUNDATION WALL EXISTING FULL HEIGHT 10'x 20'CONTINUOUS FOOTING : + FILL EXISTING OPENING FOUNDATION WALL I 'W- WITN S'CONCRETE BLOCK _____________________________ -________________-____________________-_-________________-_____ LL 7 ...;.s3S.'\:D -,8;sr, :M DOWELS EVERY __-____9_D__ __r _________________ ____________________ _ ______________ _________UNE OF DECK.ABOVE a 12•VERTICALLY-TYP. I REMOVE D)OSTING BULKHEAD I a I I �{,i B'CONCRETE FROST WALL I 10•0 00NCRETE PIER ? i i 10'x 20'CONTINUOUS FOOTING I T h-- ON 24' BICFOO FOOTING--. I -- ---------- . r b I I -- I --____- : : :rL : g'-Y - A'-Y - 8'-1 1/4' g_11• 8•_11• i { FOUNDATION PLAN I ro i b NEW Y 1 I GARAGE I ` 4 � I . 3 DROP TOP OF j FOUNDATION F - - WALL O , I i I � OVERHEAD r DOORS I �IV x 20'CONTINUOUS FOOTING i I ' : . B'CONCRETE FROST WALL 1 ___________ __ ______________________________ p L 24'-0' F 2 2x10 a--UNDER WALLS � � cd ,...._._ ¢ NOTE- m ASSUMED SOIL CONDITIONS TO BE SAND.GRAVEL OR A O G SANDY GRAVELWITH AN ALLOWABLE BEARING PRESSURE OF 3000 PSF.VERIFY SOIL CONDITIONS DURING CONSTRUCTION o_ 1 N C 5 I A3 I L� D A3 i 2x12 2x10 RIM JOIST STRINGERS ' \ 2:2x10 JOISTS a m ...__.._..................W..._..... - - - .............................,`..........:.....BQO-..BRI. A Al N A2 i 10 JOIS O 18'o.o. GALV.JOIST HANGERS TYP. T. D .T. B CXS75 O 16, .o. 2x JOI TS 16 m 2:P.T.2x8 e STAIR PLATFORM FRAMING E A3 i FIRST FLOOR FRAMING PLAN t: }(SHEET No. • DRAWN BY; 6 DRAWI��NppG�O,ppTIT/L�5E�: Residential House Designs By M E N Z CONSULTANT t DATE: 09/19/03 �QIJp@�4.1p11009U@7 42 FOREST DRIVE TEL: 508 477 2007 �DST FLSOQ�dn MASHPEE, MASSACHUSETTS 02649 A4 REVISIONS 11110103 ��°Q QI�(�' PLANS ADDRESS 12/31s/D3ADDITIONS&ALTERATIONS TO THE EGAN RESIDENCE OF 5 30 FIRST AVE. TELEPHONE No. 'E -7 i HYANNIS PORT, MA. s1cNnTURE w I f Z � p n I• Z OOx ' S. - •.• .._"'p. x :;,Hl �tAIIGER2 1 3/4'x 9 1/4'LW O m �m = =r Z P N= to MI .ball Itl.. NN..._._..__..._. PE 22x8 HEADER 2: 1 3/4'x 16' HEADER HEADER I W 1/2'P.W.;' LM-FLUSH FRAMED y y D _.. ul l Z SOt 10 B OCN NG JNDE R WALLS joisr HA4GEFS TY1. - I 2:2x8 HEADER PRONDE2: 1 3/4'x .T. 10 LEO 2:2x8 HEADER ..-_ ..........: W/1/2-P.W. B 1/4'UA.HEADER I W/1/2'P.W. ...... __.. ..., TO SUPPORT BEAM P 2 0 IS O um u° 2 P.T.2x1 e Rip r t� N .....W..., 3e x 14' VL JOI TS 18 �N YU FY TH 94GI FER m z �m b f� P 8 yO N { OUD BLO IN U ER W 2.2x8 HEADER 2.2xB HEADER 2.2x8 HEADER W/1/2'P.W. W/1/2'P.W. W/1/2-P.W. I Nm ND k i k 1 6 � 0 4oi / 8nNRC� .m'mS ? O \ 9 m w r m m II. O / 9 I O / j 0 'SD L \ ALF�pn , D a c \ 1 ADS pc G� O � < f m D P € %/ <� Z / C m t m A A A A O ♦ N m m 1 2x 8 ILD A 1 1 p _ om g N t4 N N - a I = mx N N N 1 ° 2x8 NAILER FOR BUILDOYER FRAMING N N 1 (7 ____ x� y N OW a 1^ __— O O R S O 16' Q1 F N O O N _-__ N, p p p � N� y ---- r r �o a v I _ O ° E 2:2x8 HEADER 2:2x8 HEADER m m W/1/2'P.W. W///2 P.W. d` N i .._. 1 2:2x8 HEADER I' _.................... W/1/2-P.W. Do..... .....i w z10 RAF ERS O 1 0.. ` 4 4 ..____.._....._......... I \N L A y ... ......... 252.� 9 Him � AG RA S O1 o.. ........... 8 � , < ` 2.2x8 HEADER 2:2x8 HEADER 2:2x8 HEADER.._ - ....,.._.,......m, 0 W/1/2 P.W. - W/1/2'P.W. W/1/2'P.W. , a k N m N D r 1 .SHEET No. DRAWN BY: cSIP..�( DRAWING TITLE: CONSULTANT 1����1 �/���/1�pWp Residential House Designs By MENZ DATE: 08//8/09 (97 ROOF 4 2 FOREST DRIVE TEL: 508 477 2007 A5 ; UV MASHPEE MAS SACHUSETTS 02849 REVISIONS 11110103 IrLS/=,19'Ucl oz/s/os ADDITIONS&ALTERATIONS TO ADDRESS THE EGAN RESIDENCE OF 5 30 FIRST AVE. TELEPHONE No. mmT SET HYANNIS PORT, MA. SIGNATURE 1 ' •..�'. ;. � x � LEGEND I EXISTING PROPOSED Stoke dt Tac Set Found •, 10i�SN/p d 0 3aNy 1 PK Nail Set/Found r . 7 X, •► .{ ,,. f •, t j� ,.5 5 .' ��1�NI,��1SJV/S�p00 y �. � • . r t, � , 1N M a o Concrete Bound ® Gas Gate �nS1Sn`y��ONbNO�S,�s3� �. ® Electric Meter NIOjV.3a Y1Sfit ❑ Catch Basin • 3 O/SSp I o, 04 Water Gate 1 ( v ® TV/Cable Box • r �' �'� I ® Telephone Riser .a b -0- Utility Pole IN/F EGAN N/F CHARLES Contours n 0 • t r. •r 2ooxoo Spot Grade Test Pit GENERAL NOTES : LOCUS MAP NOT TO SCALE 100.1 ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH GCB DH TITLE V OF THE STATE SANITARY CODE DATED MARCH 31,1995 TNDs9.s3 N 79�1'16" E�- �o IP FND ANY LOCAL RULES APPLICABLE. - - z o 127. 99.09 100.s ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY DESIGNING ENGINEER to Icp 00 WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, I _ _ 100.2 L� �.- i oo NOTIFY THE ENGINEER & BOARD OF HEALTH AGENT FOR INSPECTION. ZONING DISTRICT: RF-1 - - 100.2 99.68 AP (AQUIFER PROTECTION) ( I 00.3 x x EXISTING PLUMBING WITHIN HOUSE WILL HAVE TO BE RECONFIGURED 100. c FRONT YARD = 30 SIDE YARD = 15 REAR YARD = 20 Z SHED c I I w THESE ELEVATIONS MUST NOT BE CHANGED WITHOUT WRITTEN o 01 /- x - ___ 99 9e�- APPROVAL BY DESIGNING ENGINEER LOCUS PROPERTY IS SHOWN AS: 6 o - ASSESSOR'S MAP 367 - PARCEL 25 N/F EGAN 100.5 C i x l r� 98. sa.2 s9 " v) 01 1 x 9. t 98.8 0 ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4 PVC., SCH 40 LOCUS DEED: DEED BOOK 8,793 PAGE 216-218 (3 PARCELS) N Ion 99.9 ✓ s8.3 98.4 EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL SURROUNDING PLAN REFERENCE: 100.3 /�/ ± CB DH FND 9. /' LAWN8•8 x 98.z SURROUNDING THE LEACHING FIELD FOR A DISTANCE OF 5', PER PLAN BOOK 469 PAGE 66 w g t~B DH FNh 1 N 79'10'09" E ,� 98 310 CMR 15.255. --97.6 x CS DH •F'A0- 97.9 1005 101.65 � 110.06 C9 O-E 100. � �99.1 X . 98.3/1"� 97.9 �' COMMUNITY PANEL NUMBER 250001 0008 D (7-2-92) 100. >+ 00.2 _ ( �u� - "``- - cn PROJECT BENCHMARK : DATUM ASSUMED THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, Uc;£ uc;I= � o uc -� -�� / M. CONCRETE BOUND ® EL = 100.88' ^� 110.20' SL to C13 99.4 x EL too 88 �' ���s8.5 97.7 o TB UND AN AREA OF MINIMAL FLOODING. s TEST PIT 10 100.2 99.7 -�38. 98.' • N/F HYANNISPORT CLUB 986 '98Ls 98M N EXISTING 2 STORY �, 4' O O O =Y: 4' 12' SOIL LOGS DATE:9/12/2003 LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND PAVED DRIVE RESERVE 4 \\\\\\\\\ t o.3 SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE E 4 100.1 I L WooO FRAME DWELLING m " ` P#=P 10,578 UTILITY M � \ � �.,.:: :-.�. , -. ", ::.��:- CO PANY PRIOR TO ANY CONSTRUCTION. a� 99.5 w �a•�--- w w NO. X `"`A' 100.o .' 9 9s.s ENGINEER: BOARD OF HEALTH AGENT Z x T.O.F. EL. - 98.2 40 Steve Wilson P.E. THIS PLAN IS BASED ON AVAILABLE RECORD INFORMATION AND I � x 99•0 °' N .am White PLANS AND AN ON THE GROUND FIELD SURVEY BY THIS FIRM o _j 100.5 100.8 --� 1 g .1 t , Xh N 0 AP OXIMATE `LOCATION o TEST PIT TEST PIT ON 6/11/03. tt•�> �'- PLAN OF G.S.E. = 98.4t NIA I N v 77"'WATER SERVICE (INACTIVE) 99.6 z co to TO BE REMOVED ;c + s 99.9 , ` a-01 Z ARBoI s ; PRECAST LEACHING CHAMBERS o A PROPERTY OWNERS: 9 <•, ,., :. 3< , }.. � w PIK 8 . ,. -p ,San Loom ........,. .< � - » _ RICHARD B. EGAN ' No SCALE 3 10 YR 5 2 WOODED PARCEL AREA - �/ _ r _.. P.O. BOX 640 97.9 \ S r a F r i; E)(I$TING I� / • _ - 97 6 t .. z t 2ND STORY.' N B W. HYANNIS PORT, MA 02672 00 34,133t SQ." FT. 98.3 �� \ � - , Sandy,� 98.o DECkg� c»r San Loam r r MANHOLE FRAME AND » 0.78f ACRES 99.o 98.3 z{ __ 14 10 YR 513 � x ��_ ____ ,�,,. , , � � COVER. TO GRADE SHED r s ,, ,. (IF UNDER PAVEMENT) 3/4",- }�" C 1 oa. 110.32 , ( ,r I 1 Stratified, 97.8 4'� ` WASHED STONE • CB FND 97.9 , ( Medium Sand S 79010 09 W 9p 98.9 LS 98.0 95. 120' 10 YR 6/8 99.8 99.8 // ? 98.5 % 98.0 It 2»PEASTON -. c,., ••..,, . c+ta. •� .f.•... PERC O 60' / C •' RATE- <2 MIN/IN • 41 cb tM x 98.0 a w �}: . !Iva Yt++: ^ OD LS x _ 24 12 •�• i ♦.r'•-j 0 ••• •3: }•► y '�•.i• 97.3 I EFFECTIVE �. : L ,� f� �. uN�r.E TO SOAK (rl "Ss.+etilsSs mow'•e:. OD 98.4 98.0 S> tl c r j x � DEPTH 12 �• :, +�-��%r=r;. x .,��... �- �••'��:>. .�:.t,�•.�.'!.-:. ., --,i ' s � 97.9 � 98.1 LAWN � �;Y:�: :✓�,w;;r •._fa''..3-�:'�,`-.. =``x�'l �[;�,i•t :i�'``-:'�,;.i%X:..;•%��,.:. , CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING ---------- 99 NO WATER ENCOUNTERED AND PROPOSED STRUCTURES SHOWN HEREON ARE LOCATED 98.4 _ 4 4 4 IN RELATION TO THE MONUMENTS SHOWN, AND ARE NOT LOCATED ( _x_�'4 WITHIN A SPECIAL FLOOD HAZARD AREA x0 98.0 97.9 _ 97.9 87 , � 12' 98.71 98.0 9X.0 cj'I �- `�.` .�1-�.`� � Q •8+ 126.68 N/F sACHs S 82*21 2o w CONCRETE LEACHING CHAMBER DETAIL THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY UNES. » 6 CB DH FND (H 20 LOADING) ro_ U -o3 NO SCALE REG P NAL LAND SURVEYOR DATE 1 30 First Avenue I West Hyannisport, Massachusetts N/F HYANNISPORT CLUB PREPARED FOR Richard B. Egan - - TYPICAL' SYSTEM PROFILE DESIGN SCHEDULE ELEVATION Leaching Area Requirements - Guest Cottage 71XE d FINISHED GRADE = 98t EXISTING TOP OF FDN. = 98.3 NOT TO SCALE T.O.F. 98.3 3 BEDROOMS AT 110 GPD/BEDROOM = 330 GPD septic System Design Proposed Addition SEWER INVERT AT FOUNDATION 95.7 MANHOLE coTO GRW) ME SEWER INVERT INTO SEPTIC TANK 95.5 GARBAGE GRINDER USE 2 COMPARTMENT SEPTIC TANK 0 MANHOLE COVER & SEWER INVERT OUT OF SEPTIC TANK 95.2 s FINISHED GRADE oval TANK = 9s.tt FRAME SEWER INVERT INTO DISTRIBUTION BOX 95.0 PERC RATE = 2 /1 MIN. INCH (CLASS 1 ) BAXTER NYE & HOLMGREN INC. FINISHED GRADE OVER D. BOX =� ° T oV LEACHING SYSTEM _ 9s.3f SEWER INVERT OUT OF DISTRIBUTION BOX 94.8 LTAR = 0.74 GPD S F Registered Professional :rs? 4" SCH. 40 PVC / . a �t: (TYPICAL) FIRST 2' (To BE LEVEL) SEWER INVERT INTO LEACHING SYSTEM 94.5 Engineers and Land Surveyors ....: : : . :•.. : : . " SCH. 40 PVC • - then O 2.Ox BOTTOM OF LEACHING CHAMBERS 92.5 MIN. LEACHING AREA OF SAS. : g y 3 12 f = 0 2.ox T6" 0 2.ox oL2' (mI » WATER TABLE: NONE OBSERVED AT EL 87.5 812 Main Street, Osterville, Massachusetts 02655 9 (min) Cover Y «c 6" SUMP :. 4" SCH• 40 PVC 36" (max) Cover 330 GPD/ 0.74 GPD/S.F. = 446 S.F. MIN. x 50x = 670 S.F. Phone - (508)428-9131 Fax - (508)428-3750 Cn GALV. PIPE GAS BAFFLE _ SUPPORT i L_ .. " a EACH TEE (TYP.) GABS E ''=:> _'rr• '-: 1 CONCRETE LE CHING CHAMBERS CONNECTION PROPOSED SYSTEM I = f }- 40 2 2 208 S.F. S DEWALL (12'+ ')( ')( ) 4" DU►. PVC : r� r _ 20 0 20 40 BOTTOM 12 X 40 = 480 S.F. 6" WALL STONE 1 T -. TOTAL = 688 S.F. 1, o co 0 0 0 o SCALE IN FEET 4. s i 121 _ ... . a NOTE: IF AREA OVER SEPTIC SYSTEM IS UNPAVED, MANHOLE COVER SCALE: =20 DATE: 10/21/03 �4;;I; IN- EL. 92.5 FRAMES ARE NOT NEEDED. ADJUST CONCRETE COVERS TO 6' �(tl of Li5 MIN STONE BELOW FINISHED GRADE. �'A Of ��`Y 4Ss9�y REV. DATE: REMARKS � 2,000 GALLON SEPTIC TANK DISTRIBUTION BOX LEACHING CHAMBER LEACHING CHAMBERS TO BE VENTED. TEPHEN D No Groundwater Observed O Elev. 87.5 m H-20 H-20 H-2o s R. Cni oo C N6/�:::� n �siE FSS/ONAi ti DRAWING NUMBER 0 i ; Io•Z2-o3 � t °� 0: 2003-038 surve worksht 2003-038s .DWG 0 0 2003-038 N ' o -- - - -- - -------- --- --------- -------- --- - --- - -- - -...--- ._ - --- - -- --- -- - _.__.------- - r - - -- - - _ __ _.- - - - -- - ---- - -- --- -. -- - - - _ - _ ----------------- ------- -.--- -- - - -