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HomeMy WebLinkAbout1035 MAIN STREET (COTUIT) - Health -� 1,03 S,.Main Street ` r(" cotlult A= 034 - 01'8 No. c Feet/ THE COMMONWEALTH OF MASSACHt1SETTS Entered in computer: Yes ` PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS Z.pprication for Digpogar *potem Congtruction Permit Application for a Permit to Construct( )Repair(�)Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. /p3 S /�� A�! y Owner's,rl�vn�Al.ss Wd Tel.N�off. et V Assessor's Map/Parcel f 1/I�(/� �J�)� S� V Installer's N e,Address,and Tel No. ,� Designer's Name,Address and Tel.No. ; r ToLai'e CG�7/ Ci�,leN Tom .Sd g RI AP q LG09 R oSe OU 2�y8 Type of Building: Dwelling No.of Bedrooms Lot Size 17 1 sq.ft. Garbage Grinder(NLQ Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow J��"O &P D gallons per day. Calculated daily flow 0*749 &fp o gallons. Plan Date Number of sheets Revision Date /Z. jQ Title dox., Size of Septic Tank 1�"(Q�.4L Type of S.A.S. t LLB 6�ji Description of oil lew��G D•�y ��� tzk,x.' Ab Lob MM S�,v m VA ty lT '' y .� S Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisloills of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been is d thi r He nj�3/p6 'gned Date Application Approv by Date c9 I Application Disapproved for the following reasons Permit No. ��L (p ©" Date Issued Fee 101, 0 - THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: V f ' �7 "� Yes li PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS ZIppf cation for Mi.5pogar-*p6tem ConsStruction Permit Application for a Permit to Construct,( )Repair( )Upgrade( )Abandon( ) ❑Complete System . 0 Individual Components Location Address or Lot No. p ZJ ej �Y? �,tJ S) Owner's Name,Address and Tel.No. Tom, , 114,600St� r, ert vS Assessor's Map/Parcel I/4 " Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 6 to k_- (f,ion L,e Q,} R ose 1Z 'ill� �L I Type of Building: ` Dwelling No.of Bedrooms Lot Size I �' sq. ft. Garbage Grinder(NC? Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow S 50 C�E P o gallons per day. Calculated daily flow �7y P 17 gallons. Plan Date %GJ'rll 155y,16_ 4�,v� Number of sheets L Revision Date /Z S—/�5'� Title / 3< wy Tv Size of Septic Tank /��4,e Type of S.A.S. G231_l� Description of Soil )C� (714/G 1 O /�/,� - � /G/. �Z ,��j (o,,�1UI ?_:Z-5 u �o h pc ,�2 a4>0 10 ` ST/t,� S Ss �L/ j Nature of Repairs or Alterations(Answer when applicable) 'I 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 this o He �- Si ned l Date s Application Approv ( bed y Date c9 1 fI Application Disapprove d�f-orr'the following reasons II , li Permit No. Qg_p=' ) =gza Date Issued -------- ---------- �` THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS'TO CERTIFY,that the Oasi.te Sewage Disposal System Constructed( )Repaired ( ) Upgraded(,< ) Abandoned( )byi-6�-�c 1 at , has been constructel in ccordance with the provision s o�fttT the for Disposal System Construction �� Title 5 d uction Permit No. C33�1 dated Installer V�Uw �o �o) f Designer The issuance of this permit shall no be construed as a guarantee that the syste-m-�will t ctgon as de�sig,-�ned. Date j Le; Inspector X i f , No. Fee �i THE COMMONWEALTH OF MASSACHUSETTS - PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS ' wigomt *potem Construction Permit. Permission is herebyranted to Construct g ( )Repair( )Upgrade( )Abandon( ) System located at /h 1' A/,I /itI 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 77, be completed within three years of the d e of thi e I . Date: Approved 3131(�6 TOWN OF BARNSTABLE LOCATION 1 O 3 f" M A,0 Sa/Le r-r SEWAGE # 2 o o( A sc VILLAGE ASSESSOR'S MAP & LOT D INSTALLER'S NAME&PHONE NO. B3a a,oTri Gon furn c;L-rr.o;n SEPTIC TANK CAPACITY /, a-® G,A"c,�(JAn LEACHING FACMITY: (type) C 6-0 Lcecti'`'5 (size) 13 f- W Z NO. OF BEDROOMS BUILDER OR OWNER PERMITDATE: COMPLIANCE DATE: 9s J0 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 d Leac 'ng Facility(If any wetlands exist within 31( fe of leac g facility) . ``,, Feet Furnished by ., a . A Cxlsho ® s- butrsam 117 1-7 y � B II I TOWN OF BARNSTABLE LOCATION �1 U 3 f" M ry sc-r `tr SEWAGE # 2-®cc)� a`3 VILLAGE - 64-�'�- ASSESSOR'S MAP & LOT V INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY /9 60 l"AC L G o, LEACHING FACILITY: 13t. 0 Lcc"ti,h (type) �(3 0 Cq (size). 2— NO. OF BEDROOMS BUILDER OR OWNER PERMITDATE: I COMPLIANCE DATE: 3115 40 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 d Leac •ng Facility(If any wetlands exist within 300 fet f lead g facili ) Feet Furnished bian I A 1 - 1-7,G" A2 - )L/' C" rJ�ve�� a1 y 3 4L5�;q O y 3 3 y s a I B JAN-31-2006 02:10 MASHPEE BOH 5084770222 P.01i01 6 t A. Notice: This Form Is To Be Used For the Repair Of Failed Septic Systems Only PERCOLATION TEST AND SOIL EVALUATION EXEMPTION FORM I, � �.�la���«�'��+,E.S ,hereby certify that the engineered plan signed by me dated L Zug-Cconcerning the property located at p a r 04414(w J r, CO f V 1 T meets all of the following criteria: • Two soil evaluations excavated for detailed examination(no hand augering)and two percolation tests shall be conducted. • This failed system is connected to a residential dwelling only. There are no commercial or business uses associated with the dwelling. • The soil is classified as CLASS I and the percolation rate is less than or equal to 5 minutes per inch. • There is no increase in flow and/or change in use proposed • There are no variances requested or needed. • The bottom of the proposed leaching facility will be located no less than five feet above the maximum adjusted groundwater table elevation. [Adjust the groundwater table using the Frimptor method when applicable] Please complete the following: A) Top of Ground Surface Elevation(using GIS information) 4 L7 B) G.W.Elevation Vripe +adjustment for high G.W. Z' _ DIFFERENCE BETWEEN A and B SIGHED10L� DATE: NOTICE Based upon the above information, a repair permit will be issued for s bedrooms maximum. No additional bedrooms are authorized in the future without engineered septic system plans. gASepticlpercexcmp.dcc TOTAL P.01 !Ir 1 Town of Barnstable Regulatory Services Thomas F. Geiler, Director SAMffAMASS. Public Health Divishm i63q. � �►+ ' Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 311 Vo6 Sewage Permit# �7 Assessor's MaplParcel 3 U iS Designer: 6611, 1~1 cLrU'i� J, Installer: Address: q L eA Od k l�,i Address: z-1✓� Z;�,45 ro/. l�l�,) ��✓f� J 4W 6Zd On 313Flab �Or' jar /�'icS was issued a permit to install a (date) (Installer) septic system at PC�3 �� VU a'fi based on a design drawn by (address)_ A_ dated (designer) y 1 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�gss9cti — o GLEN g ERIC , (Insta is Signature) o, HARRINGTONco NO. 1070 0 ow/TARP (Designer's S' nature)) (Affix Designer's 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:Health/Septic/Designer Certification Form 3-26-04.doc IL New Window Andersen or Pella 33941 1 .8'-511� chi WR2142 1248M7242 —r �FSff I �D2736 BDR2 6 BDR2136F31-1elBD3838 s w�� _ D New Window o - m Andersen or 7 X C° Pella 33941 o New Kitchen Cabinets and floor 2 1 x4 Mahogany Deck PBDR153 :PBDR1836 0 � m ---8,-1$„ —100 New Door Andersen or B1518 Pella 3068 BI518 81518 81518 1 x18-0 x18-0 08-0 x18-0 W1542 W1542 W1542 W1542 i Existing house i No work to be done Laundry V""M5 \ BATH x 6-9" Toilet New Window _ undry Cent 0 H 3Gaighf8'a" �� 1 �I? , _ o _ 81-611 FOTER 7'-9"x 11'-F a! PORCH �p 20'-1"x 8'-1" 00 '� nN �0 ono' 0 LIVING AREA Project: Spring Home Lagadinos Building and Design Inc. `� Custom Homes, Additions, Remodeling o 13 Thankful Lane Cotuit,MA 02635 Tel. 508-428-4097 Fax 508-428-7709 m o M E%IsnNs 'EXISTING - EXISTING V. 0 t N MATCH EXISTING MATCH EXISTING V-1 U21 EOVAL EMA. •C y v.. =� .. .. r B'GONG.FiF.CO 6.ON )n i 24•XIZ'GONr.GONG. .. rv� m _ FOOTIrS N KEY MAINTAN 4'-0'MN : : : : :. .. bm . .. .. FROM GRADE TO I%a IPE OSCKIFRAME G 2 3 .BOTTOM OP FO0 IX P.T.FRAME " . (1)P.T.2X&SILL FV 5/B'XI2' � V � � 6'OF COMRALTFD CR ISHED STONE ANCHOR BOLTS 0 2'-8'MAX E SLOWER LEVELED GRADE BELOW DO.MIN.1 12-FR.CORNERS(TYP), 8 VIA TAPERED TON SHI%E� DECK A5 NEEDED) : MIN(2))BOLTS PER SILL - BASE ILAN R TO (P.N..2 BOLTS E NEEDED) SAS RAN NOTES) N _ ______________________ __ _ - .. 0 U O ______- : , _ •. 9'---- _ ,. _ ____ ____________ C 'CRAWL• � �"' � oya Q FITCNFLOOA ROX •S1 ^ r/� I/B'Pet 12'AWAY ALIGN WALLS V TOPOFFOUND.TOBEI'-43/4' __ ---___________ FROM HOUSE _ •— BELOWFJUST.FINISIEDFIDOR COVEERATDDSCRAYLL� - m GOV'D PATIO KITCHEN V W t^ i i u ' , i HINGED PATIO DOOR,96B1(W A ON. A , - ALIGN WALL- , TG NO HwNnls , _ _______•_________ _, ' 4 R0�3-03/4%a•B 5/B A3 N 1 - .. EDGE!OF ExlsnNb STrdIG1lRE ry ; TOP OP FQMD.TO BE I'-0I/4' � - �_______ _________ � _ I 1 _ i� .. ALIGN WALLS 4 BELOW EXST.FMI5IED FIDOR - 3 Y _ g i I /1--_. - ~ u y� .. ' --------- --' EIX+B of ENOSnNb sTwsTlmE _- . -CULL TO EXIST. i i __.Y.__,-_____ ..___._.__... ' WALL TO LEVEL OF `BY OTHERS . ' NEW 2'`.LAB AT CRAM i i 8Y OTIELS i I N�- - -----'--"--------------' :06'X24'MN OPENING) � ALIGN WALLS � � I i I DRILL M REBAR 4'INTO EX DRILL t4 REBAR 4'INTO EX LONG. WALL t FOOTING•IZ'O.C.MT. -WALL t FOOTING 0 I2'O-VE RT. - : i 4 waom N EPDXY GR=..REaAR'. ` - t SE44RE N EPDXY GRCVr:REBAR / I ' IrW TTO PPROtt rTT I2'MN INTO WACONGi _ __ s _ EXISTING 0 AO i BE TOLL FOT12'MN INTD HEM COTL'. —.—.—. —.—.—. WALL t F�TINS I -I .. .� - - - ___....__ ___ _..._ (RO.TO BE V.IFJ HALL DINING EXISTIN5 1 0� ....� .. .... .. L ___________ MALLS , h eELar .. ------ STACKED O IYWVDD FAMILY mr (2)i3 REBAR - -----'- -------- .. - - = q' J�o�ea^coc LIVING FOUNDATION GENERAL NOTES . .. - .. .. - - - np . .. I ^�tmi'Lm o Je= q mm me c .. 5118 FLR p>•3c�ac^gym . _____________ OFIRST FLOOR. Q�c36 o»cmc-33� 2cmm¢' -CONCRETE FROST WALLS TO BE 6'THICK -POST CONNECTION AT ATTACHED PORGIES - MATCH EXISTm'--,c oL 3 A3 ,., •E . ON 24 A2'MUSS NOTED)CON INUCV" TO BE CAST INTO SIMACE OF.TtSE .: .. "'��e o y o°k CONG.F 0 N KEY(H1EI6HR OP WALL N 5IMPSON P844 OR PP64 12 GUABE) TOP OF FOBIDATION 2��o 0 0.0 TO BE BASED ON GRADE CONDITIONS 4'-0' STEEL POST BASE PNCNORS -- -0/4'BELOW EXIST. _ "" .. E S _9 2 rtrt MIN,FROM FIN.GRADE TO BOTTOM O�FOOTING) �FINIStffD Y P''cQo-n�mF- Jm - _CRM9L SPACE TO.HAVE 3'LOIL'RETE B'CONCRETE WALL -ON 24'%12• SILLS TO BE B)2Xa(PRESSURE TREATED)N S/B'%12' (9000 PSI)DUST COVER dAMI FORCED) - -CONCRETE FOOTING .. GALVANISED STEEL ANCFGR BOLTS 0 48'OL.MAX OVER 6'YELTo qS%MAXCRY . - AND 0 12'FROM CORNERS.BOLTS SHAH.ENiAGe GONPAGTED TO 95%MX DRY DENSITY 'a .... .. BOTH PLAT AND A FASTENED N O D PLATE }, WASHERS.THERE SHALL BE A MIN.OF Z BOLTS PER SILL - - 7'GONG OUST - cli � -ALL FOOTING$TO BE 12.WICK Al(2)03 REBAR - COVER(3000 PSI) PORCH: -- O U .�W+ . N(pAIDW 3000 PSI fONCRM MX-55 OTHERWISE /��` ��r .r2)s REBAR 9 _ _ W �. O 0-0 L O -TOP OP FOOTING - . 9 0 CRAWL SPACE r ) - STRUCTURAL FOUNDATION NOTES O .. - ... �V�/I •i V l�I) LL . WALL/DEMO - - c - -NNDIATER OR FROIEN SOIL IN - 2'-0' - _ _ ,xLn m i= —7 . EXISTINS MALLS TO -CONCREM STRENSTH M0I PC=3DOO PSI - - - a (C) REMAN AT 28 DAYS O• O 0 HErI MALLS REIMORLING BEAt-IS TO BE ASTM A615. .. u GRADe bD,oEFORrED BARS WALL/DEMO +•' FOUNDATION DETAIL(TYPICAL) : GENERA PLAN HWTEA -CLEAR COVER FOR REINFORGIN6 TO EE 3' 5 C A L E 1/2'.._.1 -O• 1 Ln � .. TO BOROMS OF FOOTINGS(CAST P6ANN5T - __-__ .ALL NBY EXT.WALLS TO BE 2%d5 0 16' -MHIDOPG/FRENCH DOORS TO BE PBLA' DEMO NOTES Y S AND 2'AT SIDES OF FOOTINGS OR - - _ - ---- BE DAND IN-'`TO OL&N ESS NOTED OTNERMSE) 6MDOWITH TTI AR.HITE T SERIES Db cMSE IN' .. . _SEE STFWTLRAL 6EN ERAL NOTES I •ALL INT.MALLS TO BE 2X45 B 16- PATEOG) OU (REFER TO AEVATI015 FOR NLRTTINE . EXISTINK DASHED MTmOWS t MALLS AND TYPICAL DETALS FOR OTHER ! REMAANG MA115 TO OL.WNLE'SS NOW OTHE MISE) job n0.: 1615 TO BE REMOVED AND PATCHED AS REOIIREHENF - ' -REFER TO ELEVATIONS FOR MHmOW - NEEDED OR REPLACED AS NOTED. -ALL STEEL CONNECTIONS WELDED - -INTERIOR DOORS 1 CASED OPENING LOCATIONS IN�AFIMELD R TO S7ILKTURPL - RD.HEISHTr ABOVE SL®TLOOR dale , 15 DECEMBER 201'1 NEW WALLS NOT OIM IOIED ARE TO BE BE61H 3 SnAS - (4 VY FROM TIE CLOSEST WALL AS SHOM IN PLAN -12'R0!✓D TAPE RW'P8ZMA-HEAP'C0 LHN5 Scale A5 NOTED OR IN SPACE MTH THAN GM 4 BASE BY IB/6/ TURNKEY MILLYtOW, DEMO NOTES : - drawn: KNMw - •104 INTERIOR DOORS AND CASED . EXI571MS DASHED MII OOM5 t MALLS EExIS 11 N6 WERE NOTED IGM OF rev. .. .. TO BE REMOVED AND PATCHED AS . - NEEDED OR REPLACED AS NOTED. - - - .. - .. rev. g EXISTING LIVING AREA = 1,000 5.F. A- 1 s FOUNDAT I ON PLAN FIRST FLOOR PLAN: PROPOSED LIVINGAREA = 135 S.F. SCALE� 1/4° 1•-0• ... .. TOTAL LIVING AREA = 1,1355.F. ry ISSUED FOR PERMITTING Snt 1 of -i EXISTING QJ 5'-I V2 EOUAL ECiIAL EMAL - E)AL .. .- L kx o m e @) E _____ _____________ ------------ Jul______ RAT/ ' PE OEILING M 4 A N NURSERY � § § A ,�cewlu El IT , 4o NA EwsT . x NArLH EXIsr' N - Q A3 - KNEE WALL NEIGNT .LEFT - 'Q - -. EDGE of ExlsnNw sm�cTI.RE n eXlsnNs hi;_ BEDROOM 3 / � OFFICE g --------- ALIGN - ' � • b - ALIGN `I H � SLIDING BARN DOORS I' EDGE OF EXISTINS STRIILTIRE W lRAOK ABOVE - E%STNG CMMNEY i 1�1 _._._..._.__i.,7. -. -_ I EDGE OF EXISTING GTFUCMtE ' _. __.. TO BE REMOVED ................ EWE OF EXISnIS SITM:.NRE .....r--.�. - _ - -- V DOUBLE-NNG,9765 1-- -_ . - MNTINS,2/ - - .. 31 3/4 X 53 3/4 .. .. .. .. : 7 CD BEDROOM 2 - '- - -- VgD%XttIbM,V5�.01.200I(FIXED) v ATH 5;L )1 0 B ;d . , , , itI \ CLOSET . BEDROOM DOUBLE-NlNS,3165 - ' ______-___..1 _ ________ _ 31�1 3/4 x 5-5 3/4 MSTR.BED 1 ` •i" 9 .. c DOUBLE. 37bS 5 U� o t MSTR. 4 I \ R,O T34 3/4 X Sri 3/4 __-•ei BATH. ' aeon - Q� 41 ^, 41 ul 0-0 m N l� �/ � co � GEN32AL PLAN NOTES WALL/DEMO �R•AL RAN NOTE.. - WALL/DEMO _ Q t.J... F-- L6 Lfl '-6 WALLS AND nENB TO ---____ MALLS Alm ITEI-*TO � � � m•� � -ALL NEW EXT.WALLS TO eE 2X4S D I6' _-_-_—. BE REND -ALL NEW EXT.WALLS TO BE 20S o Ib• BE REPIOVED C — O 4--• 0.0 NM.ESJ NOTED OTIERY W OL AWLESS NOTED OTNERWISFJ Q r 0 Q . EXISTING WALLS TO - EXI5TII16 MALLS TO - V REMAN .. .. .. :. -- REMAIN i-+ U N -WINDOW.REWH DOORS TO BE'PELLA•: - - .MNDOWSIFRENOH DOORS TO BE TEILA' . .. (NON-IWAOT)ARGHnEOT SERIES lEETING ® HEM MALLS (NON-IMPACT)ARCHITECT SERIES PEEETINS - NETT WALLS �� BTH ED.OF M455.STATE BLOB.CODE BTN W.OF MASS,STATE BLOC.LODE N . .. (REFER TO ELEVATIONS FOR MNTINS - - - PATTERNS) DEMO NOTES _ P�)ELEVATIONS FOR MNnNs DEMO NOTES -REFER TO ELEVATIONS FOR W NDOW EXISTING DASHED WN DOMS 1 MALLS EXISTING DASHED WINDOYS/WALLS 1 '�•"'•,� RD.)EIGHT ABOVE%WLOOR - TO BE REMOVED Nm PATCHED A9 - O BE RB•WED AV PATCED AS -REFER TO ELEVATIONS FOR WINDOW Ol)n0.: ibl9 R.O.RO.tE16Ni5 ABODE 5L&'LOOR dale I5 OECEMBER 2017 - - NEEDED OR REPLACED AS NOTED. NEEDED OR REPEALED AS NOTED. . k . - scale : AS NOTED . - _ drawn: X:MW rev. :. .: .. .: rev. - - EXISTING LIVING AREA = 6-7'I S.F. EXISTING LIVING AREA= 442 S.F. O N D FLOOR P.L A N PROPOSED LIVING AREA = Iq4 S.F. T H I R D FLO O:R P L A PROPOSED.LIVING AREA = 118 S.F. A-2 SCALE. I/a 1'-o TOTAL LIVING AREA = 8fI S.F. SCALE, 1/4• 1'_o• TOTAL LIVING AREA= 560 S.F. 0 n ISSUED FOR PERMITTING ant 2 0f 1 SITE PLAN Design Calculations r N SCALE: 1"=20' a3 I.P. Fr,d. Number of Bedrooms; 5 Existing BENCH MARKoN CORNER OF Garbage Grinder: NO, GRINDER NOT ALLOWED WITH THIS DESIGN :•<_. --: GRANITE STEP ELEv.=100.00' ASSUMED Septic Tank Capacity Required: 550 gpd X 200% = 1,100 gpdq/ GotLut Septic Tank Provided: 1,500 gallon PROPOSED Bay x. Leaching Capacity Required: 550 Gal./Day o 0 `s' 99•93' Leaching Area Required: 550 Gol. 0.74 Gal. S Ft. =743 Sq.Ft, � a• p4� Proposed Leaching Area Provided: 42 X 13 X 2.0 = 770 SQ.FT. i Total Leaching Capacity: 570 gpd > 550 gpd. req'd. Q5 oP �,� Q o « .,, , ��T y. �rh SITE tart, Post LOCUS s_ ':'`'''_"�,,,,rxkrsL3: --: : . 100.15" o sP `"X,.98.61• ISTING ESSP TO BE GENERAL NOTES SCALE: AS SHOWN ar "1�'x "'• ' -= .'..w , D AND BACKFII ta19P post ~` .35' 1. ADDRESS: #1035 MAIN STREET ..�z+ : '. x 99.7 2. ASSESSORS NUMBER: 034-018 _ 0 3. DEVELOPER'S LOT: LOTS 1 & 2 so - s -„ 4. TOPOGRAPHIC INFORMATION WAS COMPILED FROM AN TH x1 a O �' ON THE GROUND INSTRUMENT SURVEY. x 9;•�1' 5. TOWN WATER IS PROVIDED TO SITE & SURROUNDING PROPERTIES. o /' �, 6. REFERENCE PLAN: PLAN BOOK 462 PAGE 10 // 7. NO WETLANDS ARE LOCATED WITHIN 200 FEET OF SAS. sA // 1001J 8. NO POTABLE WELLS ARE LOCATED WITHIN 150 FEET OF SAS. oc -'A 10035 LA1A4 ®, 9. LOTS 1 & 2 ARE IN COMMON OWNERSHIP, THEREFORE THE SITE CONSID RED ONE FACILITY". 1P. //R4G� ° o duck a 10. THE SITE I NOT LOCATED WITHIN A ZONE II GROUNDWATER RECHARGE AREA. q b of O ou ' fufi a$ overhead utilities \ y u ria,,parr •notn er TH O ? CONSTRUCTION NOTES 99.74' C* 9 `w ', _� 41 1 100.30, o - 1. Contractor is responsible for Digsofe notification and protection of all underground utilities and pipes. 2. The septic tank & ump chamber shall be set L T / TE level on 6 of 3/4--1 1 2 stone. SEE CONSTRUCTION NOTE 12 99 s atif 3. Backfill should b clean sand or gravel with no # Ppr �G' stones over 3" in size. 99.14' spt�ack y&43, LAWN 4. This system is subject to inspection during installation by Glen E. Harrington, R.S. 5. The contractor sholl install this system in accordance with Title V of the Massachusetts Environmental Code ",ze' ���' B.M. LOTS 1 I 2 C t�T h (� and the Regulations of the Town of BARNSTABLE. s 10N F AREA -- I t , 4 I J( .t I . L 6. Provide on Acme Precast H-10, SEALED, 1,500 GAL. SEPTIC TANK, distribution box and 4-500 gallon H-10 leaching chambers or equal. oMq�q�t'FO C� 7. No vehicle or heavy machinery shall drive over the s4,a� SrR� septic system unless noted as H-20 septic conVonents. PR0PQ5fD_.LA3 8. Install gas baffle or equal on septic tank outlet tee end. 1-42'L X 13'W X 2.0' D 9. A I existin inverts and site conditions shall be verified by contractor. leaching trench using 4 H-10 - 10. BOARD Of .,HEALTH AND DESIGNER ARE TO INSPECT AND CERTIFY INSTALLATION. 500-ggallon chambers 11. An irrigation system is located within the existing lawn area on the site. with 4' Of stone all around. 12. Existing water line shall be relocated and sleeved with SCH 40 PVC if located within 10 feet of a septic component or 10 feet either side of an intersection of a septic line. Ends of the sleeve shall be sealed polyeurethone foam. 3w20'DiAM.ACCESS MANHOLES ::_1,:..L:•�M iC.:.� 1-20`DINIC.ACCESS MANHOLE PERK TEST SOIL EVALUATIONS ' a;.1 0' Ih a'-' S DATE OF PERK TESTS 8r EVALUATIONS: DECEM$ER 2, 2005 .. TEST PERFORMED BY:Glen E. Harrington, R.S. ""E1 �i y"� neT � _✓ __f I Test Hole Test Hole :1 l2 No. 1 No. 2 }a cm Z PERK TEST C� T.H. 1 STEEL REINFORCED PRECAST CONCRETE t ' �.i T24 34" EPTH SOILS ELEV. DEPT SOILS ELEV. PERK DEPTH=36 -54' (Bwb) PLAN VIEW 24 gals applied within 15 min. 0 010= USE PERK RATE < 2 MPI FOR DESIGN PURPOSES $-xr/REMOVABLE cams I FILL FILL I • 4` STEEL REINFORCED PLAN VIEW CONCRETE 4 H-10 JOCI E�al. Chambers 14" 12" min•det�omce l x;'1j E N Q-S ECTI O N PERK TEST CT TF1,_ 2 l tK[T j H-1 C) OQ GALLON CHAMBER Ab AP PERK DEPTH=30"-48" {Bwb) 1NILE1 s mr{ 3 mn wMa to Rout- f ou1Lt 1 1wx1,y Sand roomy*mil 10" _�_�_f""d-Ia"tl 22" 18�R4/2 7 2 " 1arR4/2 9?. 24 gals applied within 15 min. y _a -__ 15._s NOT 7p SCALE I 63wtf Bw USE PERK RATE < 2 MPI FOR DESIGN PURPOSES homy-I' d 10"y send 1 'b GAS W E USE ACME PRECAST OR EQUAL $„ 10YR3/4 7. 2" tOYR5/4 cl _ts MoNum 4" tpvR6/S 88.20 144" 18rRa/s 8825 CROSS SECTfON END-SECT�IQN PL�HOFM s PROPOSED SEPTIC SYSTEM UPGRADE NO GROUNDWATER ENCOUNTERED H-1 0 1 500 GALLON SEPTIC TANK LEGEND `' N 4� PREPARED FOR m MICHO F. SPRING ET UX NOT rp SCALE � R TO USE ACME PRECAST OR EQUAL ® EXISTING AND SPOOL TO BE 07O AT #1035 MAIN STREET a o o H-10 SEPTIC TANK PROPOSED 15W GAL S FU'fSTE� �9At/7•AB�P BARNSTABLE (COTUIT), MA 10' min. from *NOTE. ALL PIPES ARE TO BE 4" DW, SCHEDULE 40 P.V.C. house to Sept""'C tank provide 4'dio. SCH 40 PVC vent with Carbon filter X 104.46 DENOTES EXISTING Finished grade over sysiemy29° slope away SPOT GRADE PREPARED BY: Existing House 5 HOLE H-10 EXISTING GRADE DiST, Box Existing Orode Elev.w100.2't --95 EXISTING CONTOUR GLEN E. HAR R f N GTO N, R.S. :. Provide riser to within 6" of grade Min, 2•-1/8--1/2" Provide"riser to 2"man.. 95P--- PROPOSED CONTOUR - 0.02' 9 LEDA ROSE LANE double-wash stone ithin of grade "max. " t2' 1500 GAL. � Level for 2' Sa.Ot jop•_Peastone Elev.+=95.3' ^'+ 1. $ SEPTIC TANK rri is DEEP TEST HOLE MARSTONS MILLS, MA 02648 m H-10 of 20' I 1 - 4.84' -` GAS 9 FILE 0 $ c o�, to 24 A9N. _- ---- --- APPROX. LOCATIONTER TEL: 508-428-3862 OR EOUAL e s , 42" rent lev.= 9 .84' a 4.£' t (5'min. of pervious sail to be verified at time of instoNation) FAX: 508-428-3862 W -'= 6-OF 3/4--11/2"STONE G - G. LEACH TRENCH c 3/4-to 1 1 j2' crushed& ` VBottom of T.H. N2 elev.=88.2' APPROX. LOCATION ., SYSTEM PROFILE double-washed stoma +- ----�-1 - EXISTING GAS LINE SCALE: 1 =20 DRAWN BY: GEH DEC. 5, 2005 6'OF 3/4_-1t/2+STONE Not to Scale DATUM: ASSUMED FILE: SPRING SHEET 1 OF 1