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HomeMy WebLinkAbout0428 GREAT MARSH ROAD - Health 428 Great;,Marsh' Road Centerville A= 190 - 220 INISMEA D No. 2-153LOR UPC 12534 smead.com • Made in USA J�OCYCQ ...,..,_.,.,..m.a�.w..y_,,...,...:.,,_.,....e.�.-_._.....�..,..._�...wW.........,..,._W..,.�._..�__�........._-......:._..�............,�W�...........�,._.,....�,..._..�...�s;....,.,�,.._.,:�,.. ._._-. _ _�d.. _......_..._ _,.s. -- - - - - - �.._._-,r�e�ms�.,rruv No. O� '3S Fee� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: i/ PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ppliLotion for �Dtgogal 6p.5tem Con0trUction Vermtt Application for a Permit to Construct( ) Repair k/Upgrade( Abandon( ) ❑Complete System lKJ Individual Components Location Address or Lot No. )./29 Owner's Name,Address,and Tel.No. OA1VI D aA*it c6ti.,i W-VI L.LT Assessor's Map/Parcel 90 — ZZ Installer's Name,Address,and Tel.No. rAZTdaz Ge6ALXr1 Designer's Name,Address and Tel.No. 0 36,4 1Z Fa bJa1_T. 1'-4\6'- >z V o Fe�tz fp�i`C, .L5� Stiff') 477-5313 Type of Building: " Dwelling No.of Bedrooms Lot Size "7a sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided d1'��� gpd Plan Date "7 " 3 Number of sheets Z Revision Date Title Size of Septic Tank G—x t9Y%iN 6 {00 C) Type of S.A.S. C.AA &(&EA- P4&4 air Description of Soil =X7Er. V i—A.1Q Sat L L.2 Nature of Repairs or Alterations(Answer when applicable) FV P6 P_Aa-V6 4M-%Dill 75 A'S 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 and�oS_Uealth. p Signed Date Application Approved by Date pp® " d Application Disapproved by: Date for the following reasons Permit No. O '3 Date Issued 57 w ——————————————————————————— No. Ol` Fee i Vt/ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ✓ PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Application for Th6pooar �&Otem Con0truction permit Application for a Permit to Construct O Repair V) Upgrade O Abandon O ❑.Complete System U Individual Components% Location Address or Lot No. i1 68G4—) M)I25N 120- Owner's Name,Address,and Tel.No. DA V I D Pa Aft t CG�,,,�Lv1 I.LT-;, M t�► Assessor's Map/Parcel Installer's Name,Address,and Tel.No. PA'S`T6yrS GYCAV Designer's Name,Address and Tel.No. eNiS iNT3SR. k v 34,)�A Mc-'9 F-n't•ID)A1Z- t✓t lz w Cn�Ss r�tit.� tz o rcorzbT ID LSDSze— 3Z S i) Type of Building: - Dwelling No.of Bedrooms Lot Size �'76 sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) TADL gpd Design flow provided y fI gpd Plan Date -7 " 3 -b-Z Number of sheets Z Revision Date Title Size of Septic Tank MX nm ry 6 1()o a Type of S.A.S. C.R N"G EA- Description of Soil -S'g !17t_diV -Z0i L L C) Nature of Repairs or Alterations(Answer when applicable) QP61LAc mG Ml l GY-) '5 JO s 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 i and o ealth. Q Signed Date Application Approved by +,r Date 9 - f S-o 7 Application Disapproved by: r Date for the following reasons �j Permit No: �-OO "35 Date Issued. r THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired (Ll) Upgraded ( ) Abandoned( )by SXC Je�-vK-rl Ln— at '7-3 - h RG'N�r (T.n1Aamyx Up C��� has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. �0® r S dated Installer_Vt�5jCUG Q CAW NSn n3t_- Designer ElJt,t1 2•�fJC� i X, o 7%- #bedrooms Approved design flow gpd The issuance of this permit sha o be c strued as a guarantee that the syste w�,nction as designed. p Date J Inspector "// , No. o�+�Q� - 5 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS 'Wi.gpo!5a[ *p!gtem (Con5truction�Permit Permission is hereby granted to Construct ( ) Repair ( ) Upgrade Abandon ( ) System located at 47 9 N f2_® and as described in the above Application for Disposal System Construction Permit.The applicant r cognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Co struction must be completed within three years of the date of th' i.. Date f Approved by _ 02/07/2008 .15:24 5084775313 ENGINEERING WORKS PAGE 01 t77 -C►'7 Town of Bmmabje Rory Services Thomas F. GefJer,Dirstor Pub&]Rea p DIvWgjj Tha McKean,Diretpr ft".Street,I[Ymmk.MA•02M fax: 508-79"304 GNSWUMB Form . ., • .��Jn�er,5� ��-C.tS Soler: /a S�Z7,^E �r�Vt����,�. Address: .f! m e ra a y� �.-s,- dcz ce MAOn �y s issued a.perWt to ipatall a basw oat a dam dts� a (address) by , did -7 �.. =that tf�e sepc[c system r0femnced above was inatallvd w icla snay include m�por approved changes st t�tst W refoay to ;bYa�and/or septic t�ak,I PP an$es each as later �iocat�m o the L. r, ,te septic stem zt ced above was sy . ..i 0' 10tetal relocation• installard with v e s ri)but.is acco the SAS or any vortical roiocatiott.. aaly t r99�In Qt.by csiguor to follows with State 8f Local RegluilaticIs. Ala Siam or I11 OF PETER T. McENTEE CIVIL -0 9 No,3r;106� �D.e Is Ep`� � `�ss�a�uAl.�NG�� • '8 ) (Affix Designii 9 tmp HM) REAL Ct fir-AdOn Form 3-26-04.doc .� 15 220 Picparation of Ylans ana spemnc r,61;a n .. . ..,r, .• - , • — Thd plans and specifications .for every on-site system shall be prepared as follows: (1) -Every system shall be designed by a Massachusetts Registered Professional Engineer or a'Massact�uSetts Registered Sanitarian provided that such Sanitarian shall not design a. system designed to discharge more hin 2,000 gallons per day pursuant to 310 CMR 1S.203. Any other agent of the owner..rrnay prepare-plans for the repair of a system-designed to discharge not more than than 2,000 gallons per day pursuant to 310 CMR 15.203 provided ts Re Sanitarian and•approved by the-approvin they are reviewed by a Massachuset g authorit} .(2). .Every,plan..submitted for approval must be dated and bear the stamp and signature of the designer, (3) Every plan fdr a new systcrn or plan for the tpgrade or expansion of an existing syste n"" Which requires a.variance to a property setback'distance,'must.also reference a plan which bears the stamp and signature of a Massachusetts; Licensed Land Surveyor in accordance with M.'(`i.L. c; 112, § 810; M) Every plan for a system shall be of suitable scale(one inch 40 feet or fewer for plot, (4ans and one inch•=ZO feet or fewer for derails of system compcnenis). Igid.shall.include. : epiction of: (a) the legal bound es of the fac:7iry to be served: - (b) the hdlder and location of any easements appurtenant to or which could impact the .system - - (c) the location-af the all dwelling(s)or building(s)existing and proposed an the facility - d idcntifieati&i of those to be served by the system; Y(d) =the'iucation of existing or proposed impen ous•areas,- and J king areas _. (c} location and-dimensions of th'e sys.cm (including reserve area); (f)• system design calculations, including design daily sewage flow, septic tank capacity and provided); soil absorptior. system capacity (required and provided); and - hether system is dc;igned for garbage grinder, (g, North arrow and existing and proposed contours; } location and of deep'observation hole tests including the date of test, existing grade elevations marked on each test, and he norm's of the representative of the pproving authorty and soil evaluator, (i ' location and results of percolation'tests including the aate of test and the names of e representative of the approving authority and soil-evaluator, . �) dame and ct tificat a i number--of the So+l-Evaluator of zccQrd; (k) location of every water supply,public and-private, I. within 400 feet of the proposed system location in the cue of surface water supplies and gravel packed public water supply well's, 2. within 250 feet of the proposed system location in the case;of tubular public water supply wells, and yl/ 3. within 130 feet.of the Proposed-system,location in the case of private water supply wells; 1) location of any surface waters of the Ccmmonwealth;-'rivers, bordering--vegetated wetlands, salt marshes, inland or coastal banks, regulatory floodway, velocity zone, : surface water supplies, tributaries to surface water supplies,certified vernal pools,private water supplies or-suctinit lines, gravel packed or tubular public water Supply weIls, ' .. subsutface .drains, leaching catch basins, or dry wells; and She location of any nitrogen sensitive area identified'in 310 CIvL� 15.215 Within which portions of the proposed /" 'stern are located. location of water Imes and oth subsurface utilities oa the facility; ( obusved and adjusted ground=water elevation in the vicinity of the system; a complete profile of the system; ' (p) •a note on the plan listing all var-anees to the provisions of 310 CMR 15.000 sought in conjuaction with the plan.; rc..'ima:le.within 50 to 75 feet of the facility the location and elevation of one be which 35 not .tb)ect to dislocation or loss*d,g consiruetion'oil the faciLry; : (r) when dosing is,proposed. 'complete design'and sPceif cation of the_dosing system dosing chamber capacity (required and:provided),' - proposed including but not linuted to f snap curves and.specifications, number of dosing cycles and depth per cycle; (s) w cn a Rccirculatittg Sand Filter or equivalent alternative technology is required or pr os ; a complete plan and spccificadon for the system,including a hydraulic profle; I locus plan,to show the location of the facility including the nearest existing scree u) a strcct ntimber and lot number, if any, of the facility; and. the materaLs of constzvction.and.the specifications of the system. Town of Barnstable P# _/ . � Department of Regulatory Services s Public Health Division Date 200 Main Street Hyannis MA 02601 rE0 MA't a Date Scheduled Time . Fee Pd. co Sol Suitability Assessment for Sewage Disposal Performed By: Pe CA�'� Witnessed By: (lOn r�c� (���O rG�r1C/I° 112,S LOCATION& GENERAL INFORMATION Location Address L Z g Owner's Name P(10,}>, Address t`'`20 M tM O Assessor's Map/Parcel: t9© _ 22o Engineer's Name tiet-k— NEW CONSTRUCTION--// REPAIR X Telephone# Land Use .5 r C.C�s1 I Slopes(Sb) Y Surface Stones Distances from: Open Water Body Z�' ft Possible Wet Area 2"�' ft Drinking Water Well �L ft Drainage Way ft Property tine. - ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands to proximity to holes) 2 QV tV p c=. © —p K (,r, CO r Parent material(geologic) &—``e,C.r C, I y�+�aJ Depth to Bedrock N� m Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face 1412A_ Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE � Method Used: ` Depth Observed standing in obs.hole: _ ` __ In, Depth to soil mottles: in. Depth to weeping from side of obs.hole:_ in, Groundwater Adjustment • Index Well# Reading Date: Index Well level Adj,factor Adj.tlroundwater Level PERCOLATION TEST Date Observation Time at V .. Hole# Depth of Perc 7U /f Time at 6" �Q_ zl Start Pre-soak Time @ 16 `P Time(9"41 End Pre-soak 4-6 Rate Min./Inch Site Suitability Assessment: Site Passed Site:Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one (1)week prior to beginning. ..n nnrvnrn,nvn ncno�e nM - DEEP-OBSERVATION HOLE LOG Hole# i Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.); (USDA) (Munsell) Mottling (Structure,Stones;Boulders. osistency, M- DEEP 013SERVATION HOLE s LOG /� Hole# -z— De th from Soil Horizon �Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. COns' a 96 a -co A sL �,�� 3 L La Y K -/S 7) G r"I 5",,CA .z,� Y �/ � a ryr DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color. Soil Other Surface(in.j (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Co i to X,%gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Hurizon Soil Texture Soil Color Soil Other Surface(in:) (USDA) (Munsell) Mottling (Structure,Stones;Boulders, t Flood Insurance Rate Man: Above 500 yeartlood boundary No _ Yes , Within:500 year boundary No Yes t Within 100 year flood boundary No X Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? � If not,what is the depth of naturally occurring pervious material? Certitleation I certify that onM V l` f (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 tra' ' g,expertise and experience described in 10 CMR 15.017. Signature G � L� Date Q:%$EP'i'lME1tCF6RM.D0C ....... ... . No. � ........ THE COMMONWEALTH OF MASSACHUSETTS BOARD 0 HEN TH. -_-_OF......... ........it ................. Appliration for Bhiposal Works Tonstrurtion Famit Application is hereby made for a Permit to Construct or Repair an Individual Sewage Disposal S3 at: . .... -------- nD---- A.............. cation.............. r wn, l ......t. . .........................' Installer Address A,:_ .I Type of Building Size Lot_.� __tV_4LSq. feet U Dwelling—No. of Bedrooms..........2..............................Expansion Attic (4-< Garbage Grinder ( Other—Type of Building ............................ No. of persons__.....__................... Showers Cafeteria ( 04 Other fixtures :�.................................................................................................................................................... Design Flow......Vo-----------------------------gallons per person aer dy. Total daily flow...... .........................gallons Septic Tank—Liquid capacit3�,A,4040�allons Length-4P Width-4.7.-/A. Diameter................ Depth...*2.'!rnW W Disposal Trench—No................. --- Width.................... Total Length ---- -------- Total leaching area.__......... ------sq. ft. Seepage Pit No-----------/...... Diameter----/'P-------- Depth below inlet...Z............ Total leaching area;..X..k..1_._. ..Sq. ft. Z Other Distribution box Dosing tauk • 0!10 w........'. e, Date.... .... . Percolation Test Results Performed by 2114�0 �_l Test Pit No. l4!!Z'..minutes per inch Depth of Test Pit.................... DpjV_-t-o ground water_._._ ______........._.. �-4 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water.._...................._ ... .......... ... ....................................... . ..... ....... ... ................................................ 0 Description of Soil........ ........... -------------------- ............... .........ft .� :r A om -4 ... ovv...... .......................... .. ......... ..e......... ....e _"--- ......................... -------------------------- .........................................*.!7!!!/ ------------ .......... ........... ........ ................................................................... VNature of Repairs or Alterations—Answer when applicable............................................................................................... ....................................................................................................................................................................................................... Agreement: undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with th pr visio3 f TITIL4 5 f the State Sanitary Code— The undersi ed further agrees not t I thesystem in pe n i e cat Compliance Ks en�iss oar dbytheb h Ith. .. ............................... ...... ..... Dar 't Appl* ti n Approved By--........... ................ OUX, ........................................................ ........Z�L..................... Date .!e,,further �0, to lace Ith. . ......... -------- .. A cation Disapproved for the following reasons:................................................................................................................ ......................................................................................................................... ........................................................................... Date Permit No...... ......................... Issued..........—2.....1.-f �?5 '*", ......................... Date ----------- ----------- - ------------- No�_.--`�-::`_�_�.� Fes$...:.. ...:............... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF.............................................---..........-------................... Appliration for DiipnsFal Works Tonstrnrtiun rrmit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal S. stem at: • ..... ...-- •• -...-- - ...-••••-•• - -- /ly,, ocation-Address or I:ot No f �e 4! Owner �,v r Address - Installer F Address UType of Building r Size Lot_a'``%_;. .:c'"-' '.---Sq. feet Dwelling—No. of Bedrooms."..........................................Expansion Attic ( Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) dOther fixtures -------------""""-"•---"-"----"-•--"""""•--"""-•--"-"....."•""--"--•-•-•----"-----•-----"---""•--"---"-""""--"""""""""..............._._.....-------• W Design Flow...... . ....................".....•..gallons per person per day. Total daily flow...._:_....�_f,!�..........................gallons. WSeptic Tank—Liquid capacity'::f2�,'gallons Length_'-------_'-n_. Width'''-:_:"2_- Diameter________________ Depth. x Disposal Trench—No..................... Width.................... Total Length.........:.......... Total leaching area--------------------sq. ft. Seepage Pit No--------------------- Diameter... �':'_........ Depth below inlet---�f............... Total leaching area.�..... sq,ft. Z Other Distribution box ( ) Dosing tank Percolation Test Results Performed by.' �"'''<r .........................................' 'r' '` ' �. .ram ..... Date._.' ��' -) Test Pit No. 1:"`/.-.._minutes per inch Depth of Test Pit.................... Dept to ground water--_-----__--_-________-- �r4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ P4 .........--•------------ -.....-•••.....-•-••••--.........._.........._._....':.......- D Description of Soil....... �r f"= ! r.>#� :!� ?.............................................. ' ------ ............................................ VNature of Repairs or Alterations—Answer when applicable._--------------------------•---__________-_-•----_--_________-____-______---_-_"-•-•--•-----__. ...... Agreement: Ae undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with =tion sio f TITLLE 5 the State Sanitary Code—The unders 91 ed further agrees not to..place the system in t' e �'ca >f Compliance lids-been ised by the board health. /! igned..... Z-------------- r f-�- �r"".� ----t �;�'•�....:.w.. App y tion Approved B -•.....r.'` •... ...... ...... .. .`... """ "-"--"............... --"----...... !_..!..` Date A cation Disapproved for the following reasons:-------""---""-•----"""•-"-"'-""----""""-"--".................................................................. -•......."....."""-"-'""""......-•"--.........""--"----"---"••-"•-"""-"-"----•--"-"-------•-•""----"-"•--•••••••••-•••••----•-••---•--------•---....•--•--•-----•...............•---.......-•--...._.._. Date PermitNo..................................................._._.. Issued-....................................................... Date r p1 • THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH OF.....:... :.............. .. ... ............................................. (9rrtifiratr of TumpliFatta THIS"IS, TO CERTIFY, That the Individual Sewage Disposal-Sys em constructed (%^�'� ) or Repaired ( ) ..._. ----•--•------•--••-- r.', r ✓ d .✓ t'rr ✓: r ff .�� Installer'' J---------• f at.......................:................rid) t.........................' 7✓ r / %1 �> has been installed in accordance with the provisions of TIT'LE 5 of The State Sanitary-Ga e s described in the application for Disposal Works Construction Permit No.__... _._:..� ._.. dated___.___ `�j�5" 1 THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONS RUE® GUARANTEE THAT THE SYSTEImI WIL,L�'FUNCTION SATISFACTORY. �„ .�:.'._�'- �.:�c:`_.... -==;'7'_2 /2 2•---. Inspector--•----•- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALT No.. ..�- _. " `- FEE Dispsal Workii T11nitrnrtion an it Permission is hereby granted....... o .... 0a`----- - ------------------"-------------------------------------"------------------------------------------ to Construct ( ,e) or Repair-( )-an Individual Sewage Disposal System at No..... 1...1�..........................f f�-, } . J .. ------------- "---•-"._..........------••--.........__........................ Street as shown on the application for Disposal Works Constructio _Pe _.No..................... Dated--------------..... 1................. ................. •--_..•••-•---.....------•---•---•--••-----......•••-•••••---......_...._......=•-- H= �� Board of Health DATE !!l... ............................................ FORM 1255 A. M. SULKIN, INC., BOSTON ` ( ,LO-F 71 lC G x;ou,g4�4 I \ / Q 1 1� I ,� t -AAIR Pyle rlr•. o 101 01 vj M �L) �R NEB ` 366 j tiAL\G� 2�i9 7- Al.� LEGEND r. 4 s, y Tv4ia.,� EXISTINQ SPOT ELEVATION OxO CERTIFIED PLOT PLAN EXISTINQ CONTOUR ---- 0 ——— FINISHED SPOT ELEVATION [� oT �a ,e�AT" ,�sD FINISHED CONTOUR ® G�E.c, rtr/tee NOTE: The location of any existing underground sewerage, - IN wells, or other utilities shown on this plan is approx- imate only as determined from records and/or verbal +{„� ��, `�'�� rd,AASS+ information. The contractor is responsible for the '✓ verification of the existing locations in the field. SCALE, � DATE r C I.DREDGE ENGINEERING CO CLIENT. I CERTIFY THAT THE PROPOSED EGISTERE REGISTERED JOB NO- 8: /Z57 BUILDING SHOWN ON THIS PLAN CIVIL LAND 7 CONFORMS TO THE ZONING LAWS ENGINEER RV R DR.BY, OF BARNSTAB E , MA 712 MAIN STREET HYANN I S, MA9S. SHEET OF, D TE REG. LAND SURVEYOR NOTE /F Ei�-NER. ?NE.SEPT/G TANK 'OR 20'F7. MIN... 24OI ` - ' L,F/lGN/NG,' ItE •MORE.-_,TN�'IN /2 Bk�lOyt/ D,pr. R^DES A AM ETER CO/y-RAr7-S COVER SWALL &,F aAP006HT TO 4SMA DE'- 'AN CONCRL'TE '4 PYC.P/PE W - EgYy CA ST' IRO/Y CO{DER SH-4 L L BE USED COVERS M/N. P/7CN /F/N OR/V,=- WA Y 1 A c3/7CtAVE CO 1YER CLEAN SAND . ee OF PKC P/PE _IODO 6A4. o • 0 1 t • • . , •• 1 p • e D/ST, a yyA5HF0 S7nNE Pro /� SEPT/C TANfC , , . . . . . • , . , BOX o . t B • r • �r • • e / + r • Df_�PTH IVASXEO STONE $•S x 2--5-- �5 ' • • r . • • • • • • P i p PREG45TSEEPAGE 18 . s. • ui v. E EY�tT/ DNS 7�'S 2 7 FS S E 90.0 INYPR'T t -54-9-75 , �L/D�r 1 SEE 7MBUL4T/ON/NYEtT AT aV/LD/NG 7-o FT D f"T O/41 . C IN4E7 EPTIC T4IVK FT > DUTLET SEPTIC 7A' Nx _26-6-fT. /,1VL.ET DlSTR/DI/T/ON BOX 9 6 4 FT. SECT/AN OF' GRO�/ND INTER TALE 00MLE70I STR OLMON BOX 9 G-2 F7: A L 5 KS7'&Al 6 0 S�wAGE O/SP05 Al � INLET" LEACH/A/G I�/T 9 --f7r TAQI�LAT/D - LZACHlIV4 s F'/T A scAtE : %' _ / o' DIMENSION 2 •S f T DRSISM ,C'R/TERIII DI�•fHvs/oN ��/`T- NUi►leER OF�EDRo4MS 3 DlMENS/ON G_�—`T. M�/ WR�tGEOISPO.S.'IL UNIT ��� " SD/L LO.G SD/L TEST TOTAL'Ey'T//,lA'TED FL.OW 330 GAL.IADAV SOIL TESTA/ SO/L TEST0*P WUMBER OP 4rACNIf 4 P/Ts 1 - L�LEY. 9�`$ i/+-ELEY, pATE OF 50,11- TEST SIDE LEACHING PER P/T 5ig FT. RESULTS IVITNESSED aYR E C� . l30T'TOM Lro4cAtl/VG PER P/TZ-S SQ. AT• PER COLAT,1ON RAr0 TOTAL LEACHING AREA A 2-�7 SQ. FT. 2r _5' 11tCOLAT'/ON R.�oTE2 i MIN /NCH t RESERVE6•t LCN,1N6 AREA� SQ. FT. 1'IEn�uM SAaiD -12 •,yb aim /� �// RosfPT " LOT �OfFI6ZSh' D CE//TE�LVIGI.E PHA u' �f ``=C t WIErJrcrNf to ERG -4 ass CA owl. EJMG!/VEM'Rllit� -11W o. wo v 7tP MAIN -IT, /IYANNl9, MASS- F-B 6 $S S/pNAt EN ® NO GROUND YYATER ENCOl1NT1REO CL/EKT "04-D e, I G.fT6 L [3 GIRO[!/VD. W,4TER iOrr AFL.RV .fOB /11�.'9f4►2- � •.Rl�fGb•T.�� LOCATION — ` �� SEWAGE PERMIT NO. )0> /6 re� VILLAGE e I N S T A LLER'S NAME & ADDRESS pohgA � A� C4 0(1 eS no- . kAkaA 12c 9, I�) LYc t�t1.�►t C� BUILDER OR OWNER DATE PERMIT ISSUED ®DATE COMPLIANCE ISSUED 3�c� �7 /� i� , v3 � a TOWN OF BARNSTABLE LOCATION �nQ�o7 AXA111- AQ SEWAGE #62 VILLAGE C'Cr-�`�- Li CLy ASSESSOR'S MAP '&pLOT4//` /q� INSTALLER'S NAME&PHONE NO. P4�;1Tm a 1-c SEPTIC TANK CAPACITY 69'9 LEACHING FACILITY: (type) 3^ j �'3 <<�J (size) 3•�/� / NO.OF BEDROOMS 3 BUILDER OR OWNER /04.0'� PERMTTDATE: d-'l t 'D J COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by A- Q`" L 3 39 b t F EXISTING SEPTIC TANK ' TOP OF TANK EL.=97.93 1 �$ MoonPenny 1. Ln INV.(OUT), EL.=96.60t o EXISTING S.A.S. 100 m g x � TO BE PUMPED, FILLED W/ SAND, AND. ABANDONED. V 1 0 ,,.! .„'`• 1 84.2�' — ,/� -,. 0$ WoodvoW Lo Corleta^ eke ,1`00117 x TP-1 STUMP f' C .. !; x' 9 7.56 f % TP`2 G� AREA f f I '- 99.57 10�1.13 r t ~W r w' Groot Mar h Rd / / G / F 7 ,,:\ �� �P ,•,., �� " , e LOCUS VETSF,O 99.44 1, :4� �- �• %-�, i ��� � f ZZ STONE DRIVEWAY LOCUS MAP N.T.S. 99.12 f � ; "�• }`. A I ROUND 1 , W - POOL Y. 1> o, 99.62 GENERAL NOTES: �. i �i / ' � 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL I I/2 c5`N, 100.21 BOARD OF HEALTH AND THE DESIGN ENGINEER_ �, 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS t x 97.15 _ cam, ,/ T.O.F. 0 i .�� \ OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE - AN 19CJ-2 2O �� "f,'j LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: M - _�8 28 / / i �/ F, 1) 310 CMR 15,405(1)(b) CONTENTS OF LOCAL UPGRADE APPROVAL: 19,970t3F i /,!,. A 2' variance to maximum cover requirement of 3% for 5' 81 "- / maximum cover. S.A.S. shall have H-20 units and be vented. �� y. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 96 477O, / TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE N76°b9 7 �. 99 04 DESIGN ENGINEER.� 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING T `- FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN t ENGINEER BEFORE CONSTRUCTION CONTINUES. BENCHMARK SET -�� x-97•776 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. TOP BULKHEAD CORNER ___�, l G, 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF r, THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF EL.=100.00 (ASSUMED) )NV 0 �J51 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. - { G 7. WATER SUPPLY SHALL BE PROVIDED BY TOWN WATER SERVICE. 101.2 8. THERE ARE NO ABUTTING WELLS LOCATED WITHIN 150' OF THE S.A.S. 9. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED LEGEND TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. � . �Q (p 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 1�7 V THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING }� CONSTRUCTION. 78 PROPOSED CONTOUR d' / 11, WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS IN THE AREA BENEATH AND FOR 5 FT, ON ALL SIDES OF THE S.A.S. 79 PROPOSED SPOT GRADE ? I AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3), /+ EXISTING CONTOUR OF 12, THIS PLAN IS TQ BE USED FOR SEPTIC SYSTEM PURPOSES ONLY — �- - ��� 44S, 1 AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. x 97.22 EXISTING SPOT GRADE `�� a ' o PETER T. `7' TEST PIT McENTEE iE y � clvlL G� E of PAVE PROPOSED SEPTIC SYSTEM UPGRADE W , EXISTING WATER SVC. No. 3510�9 'SEA A ,� G M A 428 GREAT MARSH ROAD, CENTERVILLE, MA —EJGW— UNDERGROUND WIRES es5C/S1E�� `V/�" �✓h Prepared for: David Pratt, 428 Great MArsh Rd, Centerville, MA 02632 R�qD Engineering by: Surveying by: SCALE DRAWN JOB. NO. BENCHMARK EngineellingWorks HOOD SURVEY GROUP 1"=20' P.T.M. 177-07 l2 12 West Crossfield Road 18 Route 6A 1 ✓ L Forestdole, MA 02644 Sandwich, MA 02563 DATE CHECKED SHEET NO. (508) 477-5313 (508) 888-1090 7/3/07 P.T.M. 1 of 2 1 et NOTE: TO PREVENT BREAKOUT, THE PROPOSED T.O.F F.G. EL: t00.0(MAX. FOR A DISTFINISH AE SHALL NCE OF 1v5'TAROUND THE 0 (EXISTING) F.G. EL: 98,Ot VENT PERIMETER OF THE S.A.S. EXISTING F.G. EL: 98.8t(EXISTING) MAINTAIN 2% MIN SLOPE OVER S.A.S. 4 SCH 40 PVC PERFORATED PIPE WITH SCREW CAP SET TO WITHIN 3" Of FINISH INSTALL RISERS OVER INLET 6c OUTLET INSTALL RISER OVER D-BOX TO 3-500 GALLON LEACHI G H MBERSOMV: GRADE TO SERVE AS INSPECTION PORT, TO WITHIN 6" OF FINISH GRADE WITHIN 6" OF FINISH GRADE IN SERIES WITH STONE ALL SIDES 11 INSTALL RISER OVER CHAMBER SHOWN ON PLAN AND SET COVER L =69' L=23'(MAX.) WITH 6" OF FINISH GRADE 4' SCH 40 PVC 2" LAYER OF 1/8" TO 1/2" " 4" SCH 40 PVC 1 10" . I®9 ®a DOUBLE WASHED STONE 14^ ® S= 1% (MIN.) s 0 S= 1% (MIN.) aa6 aaB ' as' Li0ui0 INV.=95.00 2' EFF. DEPTH , ®®0111 u LEVEL INV.=95,17 3/4"-1 1/2' EXISTING ADD OAS D—BOX 4' S,2' 4' DOUBLE WASHED BAFFLE INV.=96.60t STONE EFFECTIVE WIDTH = 13.2' EXISTING SEPTIC TANK EXISTING INV•=94.50 TOP OF CHAMBER ELEV.=95.6 --BREAKOUT ELEV.=95.0 NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING INV. ELEV.=94.50 ®BONN PIPE INVERTS PRIOR TO CONSTRUCTION. Ba aaaaaaaa 2) D—BOX SHALL BE SET LEVEL AND TRUE TO BOTTOM ELEV.=92.50 3 x 8.5' = 25.5' 3' GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN 5' MIN. ABOVE BOTTOM OF ECTIVE LENGTH = 31.5' _ 310 CMR 15.221(2), T.P. EXCAVATION OR G.W. ���EFF 3) INSTALL INLET & OUTLET TEES AS REQUIRED. LEACHING SYSTEM SECTION 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE. NO G.W ENCOUNTERED BOTTOM OF TP EL: 87.5(TP-2) SEPTIC SYSTEM PROFILE N.T.S. (3) 5" DIA.OUTLETS 15.5" 16" 2" "' " � ` $ DESIGN CRITERIA Np v426'\:\... SOIL LOG NUMBER OF BEDROOMS: A- BEDROOMS DATE: JUNE 26, 2007 P-1 1,724 r; e. 'r.oa•.•1oI.0P1',\ ( ) SOIL TYPE: CLASS I e" ' ,'.' SOIL EVALUATOR: PETER T. MCENTEE P.E. DESIGN PERCOLATION RATE: 2 MIN./IN. WITNESS: DONNA MIORANDI—HEALTH AGENT �.. � � •...,,�� / \ DAILY FLOW: 440 G.P.D. 2" H-10 LOADING ;� DESIGN FLOW: 440 G.P.D -BMX ' Elev. TP�'- 1 pepth EIQv. TP-2 D�,(ith GARBAGE GRINDER: NO w+s 99.5 A SANDY LOAM 0 99.0 A SANDY LOAM D„ LEACHING AREA REQUIRED: (440) = 594.6 S.F. 10YR 3/3 6.. 89.5 6„ 10YR 3/3 74 � 99.0 B E3 e SANUY LOAM SANDY LOAM EXISTING SEPTIC TANK: 1000 GALLON CAPACITY (ESTIMATED) ®®®® Q ®Ia® a "� b 10YR 5/$ 10YR 5/8 ®®®®®®®®®®lid 37" o �,�0 96,G 42" 96.0 36" USE 3-500 GALLON LEACHING CHAMBERS IN SERIES ®®®I3®®I�►®®Em® w w. ,y c C SIDEWALL AREA: 2(13.2' + 31.5') X 2 = 178.8 S.F. — 48.. 102" a. PERC BOTTOM AREA: 13.2' x 31.5' = 415,8 S.F, ^' { 60" TOTAL AREA: 594.6 S.F. .- 17 4" KNOCKOUT M—C SAND M—C SAND DESIGN FLOW PROVIDED: 0.74(594.6) = 440.0 G.P.D. /''�20' DIA. COVER / 2.5Y 6/4 2.5Y 6/4 4." KNOCKOUT �/ /4" KNOCKOUT 62" �� �. PROPOSED SEPTIC SYSTEM UPGRADE ," KNOCKOUT -s� o I 428 GREAT MARSH ROAD, CENTERVILLE, MA Prepared for: David Pratt, 428 Great MArsh Rd, Centerville, MA 02632 88.0 138" 87.5 138" Surveying by: SCALE DRAWN JOB. NO. 500 GALLON CAPACITY, H-20 LOADING Engineering by: � ND GROUNDWATER OBSERVED Engin�IrfnglyYorktr HOOD SURVEY CROUP NTS P.T.M. 177-07 CHAMBERS LAYOUT PERC RATE <2 MIN/IN. 12 West Crossfield Road 18 Route 6A S.A.S. LAYOUT Forestdale, MA 02644 Sandwich, MA 02563 DATE CHECKED SHEET NO. h.rs } (508) 477-5313 (508) 888-1090 7/3/07 P.T.M. 2 of 2