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0065 BRETWOOD LANE - Health
L _ _ a (6w®od_Lane 125 No. 42101/3 ©RA 10% (al © C O No. a o0a /� Fee 50.✓°�... THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01ppiication for Migaa[ *pgtem Congtruction Permit Application for a Permit to Construct( . )Repair( �<p;de( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. re.7" 00 Owner's Name,Address an Tel,�1�y�— Assessor's Map/Parcel C le _A `Zevi l�� LASE 7 9�' /i a�ao'� JD r (� Installer's Name,Address,and Tel.No. Designer' ame,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size-W.92� sq.ft. Garbage Grinder Other Type of Building No.of P_ers//ons Showers( ) Cafeteria( ) Other Fixtures Design Flow I quo gallons per day. Calculated daily flow T V 7 gallons. Plan Date I.L. Z t`L Number of sheets Revision Date Title Size of Septic Tank 1 ,cast) Type of S.A.S. -/� C� Description of Soil 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 provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issue this Board fiHcalth. Signed Date 6 Z r Application Approved by 1 Date l.� �-- Application Disapproved for the following reasons Permit No. .ZQ0-1 Date Issued \ r-. ICU 6 QQ 5 Fee �Q.✓v' THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes } ' PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS. 11pplication for Miopooal 6petem Con!6truction Permit Application for a Permit to Construct( )Repair( i� pgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. /'e7-W 00 Owner's Name,Address and Tel�•t� Assessor's Map/Parcel K\ �' 12 d f Installer's Name,Address,and Tel.No. Designer'• ame,Address and Tel.No. 3 -V Type of Building: Dwelling No.of Bedrooms Lot Size-22,A%4 sq.ft. Garbage Grinder Other Type of Building No.of P_ers//ons Showers( ) Cafeteria( ) Other Fixtures f Design Flow . 1440 gallons per day. Calculated daily flow 7 y gallons. Plan Date it 2 ( Z Number of sheets Revision Date AAr r Title r Size of Septic Tank 1 a ow-i Type of S.A.S. Cee- /2 G^ Description of Soil i Nature of Repairs or Alterations(Answer when applicable) Date last inspected: !-- Agreement: 0 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 Si Signed issued%t�xthis Board g � flH � M 5 tl�- g .� ,a Date e Application Approved by -I )I- 77W Date /.3 - Application Disapproved for the following reasons Permit No. ;Z00 - � �� Date Issued --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS - BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired( Upgraded( ) Abandoned( )by V� \C eA n%N V, at 611 c t oo A d p,-,7— has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. Q S 7 dated I-, -f�-0 z Installer E+Fc o \,4-*Q/ (in..tea Designer c.s�- t .r►a�� The issuance of this pQrmlt shall not be construed as a guarantee that the system will function as�de�signed. Date 1;' 1 1`�1 Inspector 1.+. �\ R C ----1 ---7 -------------------------------- No. �` I Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE} MASSACHUSETTS -�-- wli!6pogar *p!5tem Co truction Permit Permission is hereby granted to Construct( )Repair( Upgrade( )Abandon System located at S l`a�t i A Y (fte n , .•\ and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date:_ _ - Approved by► J�-v-��" r� c`'L�rr� TOWN OF BARNSTABLE LOCATIONS � - � �" SEWAGE # VII.,LAG ,,(,C� ASSESSOR'S MAP & LOT E �e��`r''r'`E INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY �� LEACHING FACILITY: (type) e (size) A . NO. OF BEDROOMS BUILDER O OWNER Ctr PERMITDATE: /-.,Z--q—d Z_ COMPLIANCE DATE: Separation Distance Between the: Feet Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Private Water Supply Well and Leaching Facility (If any wells exist Feet on site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility(If any wetlands exist Feet . within 300 feet of leac ' facility) Furnished by � e r�i 1 A TOWN 1 B STABLE LOCATION 4S SEWAGE # 0o2--,S-7 Z. VILLAGE Ce � � ASSESSOR'S MAP & LOTS INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) - @ (size) NO.OF BEDROOMS BUILDER O OWNER a PERMTTDA"TE: Zs 4'-6-Z --' COMPLIANCE DATE: 4 L- 1. 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 leac '/ facility) Feet Furnished by o -Ze THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH Appliration for UhipaaFal Works Tonstrnr#inn Errant Application is hereby made for a Permit to Construct (&<or Repair ( ) an Individual Sewage Disposal System at: © Len�er✓.// Location-Address or Lot No. .............. Owner A ress -l-b. ....................................• ` .a Nla t....2........ Installe Address d Type of Building Size Lot.2__%...8 _Sq. feet Dwelling—No. of Bedrooms.................�'-......_..............Expansion AttiC4 - Garbage Grinder-{---)" aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) A4Other fixtures -----------••---•-•-----------------•-------•---------.--------•-••-•-••-------•-•-----•------------------._...------.......-----•--•--...._..._------ W Design Flow............................................gallons per person per Total Total daily flow... ��_._� _______._._..gallons. WSeptic Tank—Liquid capacity`d®ggallons Length._S.. Width._...`--/o Diameter--.-___---__•__• Depth.._ ....... x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..........-........-.. Diameter.................... Depth below inlet._........_.....,.�1.F Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) �je�ckrC('3 _;Cvr-s 1, 9 7- 0~ Percolation Test Results Performed by-_-,�� 1 :k ee ..t.__...._L� �:.......... Date......7__/ __ .. ..... a . �...� a Test Pit No. L.."4.z--minutes per inch Depth of Test Pit---- ®`--__-_ Depth to ground water..... __`_ ------- Test Pit No. 2_.��minutesper inch Depth of Test Pit--- Depth to ground water....'Pq_.�....... (Y ............................. ..::.1 ---•- '---5' -.S -o f J O Description of Soil......... --- U -- ----.-•---••--...----� •-•------- - `. - - - ►W�, ------------------. ......... -----------------------------`II��` � � � s U Nature of Repairs or Alterations—Answer when applicable._..................:........................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of,L_i p 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of,Compliance has been is "by b r o health.,Signed--�.... Date ApplicationApproved By.................................................................................................. --------------------•-----------••••-- Date Application Disapproved for the following reasons-----------------------------------------------------------------------------•--•------------------.....----•--•- ...................•------...--------•-----•------••------------•--.......---------.....------......---•...-•-•---------------------------•-----•-•-------------=-•----------------------------....-••-- ••-••Date Permit No....................................................... Issued.---�-{ _ _ . Date No.:_:... _... w FEs..' ............':"'::.. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .........r........ ...---..... ... ................................... ... ..... .......................... Appliratiou for Disposal Works Tontrurtion ramit Application is hereby made for a Permit to Construct (t.-)or Repair ( ) an Individual Sewage Disposal System at: r� . t: .. -B' L- C9t cam..:Ir 0 ter��o)k _ Location-Address or Lot No. �.... h e ... _.,. � .✓!...r.......�5--••-•-----•------... ........�..�_.��h�7�'� r��. �*�' .............. Owner s ` r1 rt Addre�s/s/g W �1 /f * ._..! t V£�'�✓ �'.............. f' f 7_�___j_1 d t✓ ......... . aF•l J_ / �rl 5/ ......... ................. a Installer Address r Type of Building Size Lot..2.9_._ 6=�R Sq. feet U Dwelling—No. of Bedrooms................ .`:_t_.._......._..___._..Expansion Attic,(,-)--- Garbage Grinder a g a YP g -------------------•---•--.. P ( ) — Cafeteria Other—Type of Building No. of persons............................ Showers Otherfixtures ------------------------------------------------------------•---------•••--------------....-------•-•----------------.......---------......_....------ W Design Flow............................................gallons per,person per ay. Total daily flow............ -. _._.........M�ons. WSeptic Tank—Liquid'capacity/ gggallons L(ngth..' .. Width....... Z. Diameter................ Depth...`._......... x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area.....................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet M)..._ Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank '-' Percolation Test Results Performed by ..._A!•'s- .?(:..............� .... �......... ........ Date.. . Test Pit No. 1.....:..........minutes per inch Depth of Test Pit 9T__,.___ Depth to ground water.....9.� ........ 44 Test Pit No. 2._.!!�-.. ''___minutes per inch Depth of Test Pit.._22?.'__.... Depth to ground water------ '".... O Description of Soil------... -:'M/ j-- - w �....................... �.. 5 r i 1� ---------- v .................. . . . ..•--- ---._...........•--------.....• •- --_--- ---•-----------------------------------••••-------•---..•--- U Nature of Repairs or Alterations—Answer when applicable.......................................................................................... is ---------------------- -----------•-------------------------------......._....-----•-•.......-•_...--•-----....•-•----•-•------•---=---------------------------•----------••--------........---....---. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TTT of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been iss ed by the brA health. Signed...�.�.......1.f_ i .. :. r' '_ `�"'......... ................................ Date ApplicationApproved By................................................................................................. ........................................ Date Application Disapproved for the following reasons:............................................... _ .......-•---------------------------------------------------•----•----------------------....---------------------------------.._..----- ------------------------------------------------------------- Date PermitNo......................................................... Issuedi....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH f ..........OF... .l`7 ;74?+r" L~•- .........•................................. (9rdif iratr of Tontph anrr THIS IS TQ CERTIFY, That the Individual Sewage Disposal S-stem constructed (�'' ) or Repaired b .••.....)'� :t l ,e•_:j� ' t -„�y 4'�` = ! r..... at........................... Inste_ ------------------•---------. J----..__.....-•--------- .1-! --------------....-----•------ has been installed in accordance with the provisions of TITLE of The State Sanitary Code as described in the application for Disposal Works Construction Permit No......................................... dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE ......7- .-...-•....................................... Inspector..... - - ......... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH JC7 W e-'. .......OF..... r' ..0 . ... ......... ........ .................. No...... .. FEE........................ Disposal Works Tontrttrtion Vrr it or Permission is reby granted ' r ........ .....:. to Construct ( 61 o},,�r Repair ( ) WI-Individual. Sewage Disp "sal System . .• --- - .. ..------------------•-•-••----------•-----.....-------•---•--------•--.........._......... as shown on the application for Disposal Works Construction Pe street p PP P rinit o.--- --- Dated--------�-���-��•..--•-••-•-- f........... ............................ --- - ---------•--......_......_ f ��99 err ")f ; Board of Health DATE..........f-O--'-•-B`-`.�•--•--/-.�••-........................ ,. FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS f: ' LOCATION ( �� G'� S E W A PERMIT N0. �Y / �- - VILLAGE INSTA LLER'S NAME i ADDRESS ,/ eweJ, - 4- 11cr7i-- ,3--x c4 li i chi. BUILDEIV OR OWNER ol DA'T,E PERMIT ISSUED DATE COMPLIANCE ISSUED -/7 7 r �- �. . , , �-) - �y a��� /��y�?' i�Ed t. ���% . � , �,.. i ASPHALT ROOFING d VI 15'"ASPHALT PAPER 1/2"PLY.SHEATHNG )i --------------- ei n DRIP EDGE \� 5"GUTTER ABA°HALL ROOFING ASPHALT ROOFI _ _ — IXS FACIA -- - _ D 5400 VENT £AVE IX SOFFIT 8 C3 EY 8 - —_ , , , — I-I/2"BED MLDG. — I n IX FREIZE SAVE DETAILS a. =vmb BIDING N SIDING �. FRONT ELEVATION k _ TYVEK OR EO'.'AL a TYP.IX5/IX4 I/2"P:i.SHEATHING C — RIGHT ELEVATION SHINGLE i STARTER COARSt --- -- D— • 4�, 2X6 P.T.SILL .1 ° 1/2"X6"SILL SEALER 2-a5 TOP RING 2"CLEAR -- TYP. IXS/IX3 e \ BILL 1 SILL D ° 1 5/B"XI2"ANCHOR BOLTS I ETAILS !' RAKE BIRDS. J\ _ ° I/'DC6 BIDING RIDGE VENT 2XIC RAFTERS a 16"O.G. - '.-...: 2XI2 RIDGE I/2' PLY.BREATHING , 15-ASPHALT PAPER ASPHALT SHINGLES • �... 5/1X4 — — —TYP.IXCNR.BIRDS. I 3-2Xi0'e o BATH AREA 2X8'e G-J.•I6"O.C. -- LEFT ELEVATION Rao 'SUL. - IX3 STRAPPING �� S I/2"WALLBOARD _ EXISTING W.I_C. HALL BEDROOM e3 p� BEDROOM P. IXS/IX3 AKE BROS. IB I 6XB AM�u HTIA 6X8 8� \= 16"LVL'e IX3 STRAPPING 2XI0'e a 16"O.G. 1/2"WALLBOARD ` `/ I I I CUSTOM HANGERS I I I � I 1 1/2"WALLBOARD 2X6'e a 16"O.G. EXISTINGEel. in RI9 INSULATION - ( _ _ KITCHEN I� - TYVEK WRAP OR EQUAL 4 M/BEDROOM GREAT ROOM I/2"PLY.SHEATHING SXIO POST BIDING — �' 3/4"T/G PLY. _ NAILED 4 GLUED. ^w"uw�n' I I TI-II BIDING _ 2X8'e a 16"O.G. _ p _ ,I 2XI0 PT BILL i9 INSUL. E 4"CONC.BLAB Q o i TYP�IX5/IX4 GNR.BRDS. � tl CROSS SECTION (C) r REAR ELEVATION ADD MUDROOM, GREAT ROOM ANP TWO MORE BEDROOM.` DATE REVISION DRAWN BY PAGE MR � MRS SCOTT sr-ALE•-1-.of 3 va`.i-o' �� ��'g, ne 1 � 68 BRETl000D LANE m� LU N GF ORAIU4MGe LEAVES MWCA"OR REEPO*ZLE,:.'�R COTIPLIAHCE W/rN ALL W EXALT d4E AND R-fNF0NC0?Wff G'ALL COAYXPEB FDOT/N6e !e/ALL lMnAtle eueLL IXTEND aEL.au PRDerz/�VERE'f A�TIL I"q�'+I I'Iii A' CENTER V I LLE M A. I <OcaL O�ILO/NW'GO B ANO ORD/ e''®a`d�'�e nAY,y�T 6E NELO RE6/°ONJIDLE MIeT BE DEIERMAI�D e*L0.^,.y.BplL.:OMOn/AW A/b>AGGEPTAeLE :u VER/F�'eTlefACIIgPAL F1,EHE1VTe FCW r""m.el$ 1�fi� P.O-HOx�B �1 fGW MTE CONdT/OAb GR FGW TB 1/GE OF lME°E cRAWMGe p/,e/NG GON9lRflCTION. PRAGT/CEB LK fON9)RYICTpT.L Y6¢lPY OEBKN UNN LGCAL EWi/.�R WTN LOCitL ETI6MESP AHD BW<D/M9 O�C/Al.dIIi11M1V uEeT 80RAbTABLE MA.OMiB ASPHALT ROOFING I I"ASPHALT PAPER Qs 28X20-2 2BX20-2 In"PLY.BREATHING /B•CONCRETE WALL S7 AMP.PROOFING GSA eQ .sS ..D (A DRIP EDGE n a " Q"' (ABOVE)�—ZX •IE"O.C. —+s 4—ZX A,IE"O.G. �+ 5"GUTTER D (ABOVE) Q•P I TYP.HURRICANE TIES I 4 POURED CONC.BLAB Q r p 2X6 KEY 10'-0" r Q Z NEW 'per IX8 FACIA K22 4'-6" 5'-E" ul,J GREAT ROOM 6400 VENT /10• "C C.CONC.FT m Lu' / / U„ IX SOFFIT d r v Q c pV//4 ACTED GRANULAR I-I/2"BED MLDG. tN ///////� 24XIE �/ m N __ .. 10 B _'Qr IX FREIZE NEw �'/\ �• EAVE �q eATu � 3 D .D AREA L4' )( FoonNG FOOTING DETAILS 8° CONCRETE WALL 4 ® J ' EAVE DETAILS o. O-I V - - 16"LVL'e ABOVE SEE m '-E" 3'-4" 4'-4%"6 - ;I; CROSS SECTION(C) Q ` 8XIC POST Q `4 ______________ ____ ____________________________ o _____. ___ _______------- NEW muDROOM A2OX24 NEWS EXISTING 28XY1 2BX72 I DINING NEW � �• KITCHEN AREA AREA 2X6 HDR 2X6 HDR Q COVERED PORCH v o 12-0 12 „ „ , ° --- •- ¢ ._-----_. NEW NEW 24'-0" BEDROOM'3 BEDROOM-4 ' , of ____ ____ ___. -.--_-_ ------------- bA o BW EXISTING --- Ek18TING _ BW 3•�¢ 3 Q - - -' --- ' IZ'-0" 12.0" M/BEDROOM _ g LIVING `� AREA 4 Q • , , r b�• a: a ' •+— 77 2XB'e*Ib"O C .. � !! �--2XB'e•16"O.C. --�• .. - 4 2 N R , Mtd1 n d , Q , ; , _ _. ; L� A jiC v ¢ � NEW o � � A CRAWL ::: N Q SPACE ,,,, r� f t HALLWAY uuNORr BATH 4,�• 5.6• j4"THICK ;;; NEW a EXISTING FIRST FLOOR PLANCONC.BLAB: , cr r�• : : I. ............ ......... .. _ _ , fi , . .,,�_ rwe Fl.00R ;CI — AReA Dose - tt ,/ .. ,,:: RLDOR AND • — ,.,, ; O - rER yy NOr GHANOE flW pX ; 3 J X .D , YY pO po 63I1 RI fABOVE) '� F U U - . Q - - •D _T. B 6 eER 6 1 ----------- ---------- ---------- EXISTING iJ TYP.''9/a,RODS --------------•-• - ----•----NEW OPENING ------------ - -- - — -- 'I, ........-- --.-....._. -- r/?77T77TTTTTT/771 BEDROOM NEW EXTERIOR WALLS EXISTING FOUNDATION WALLS - _ m __ ` .......................... ------------------------------ --- -- —- ------ - �14 — -- 10-0" �(\wV'• NEW INTERIOR WALLS ] --- - - -" --- NEW FOUNDATION WALLS EXISTING WALLS titntnnttsetsttt* „ ________________________________________ ------------------------ NEW t EXISTING FOUNDATION PLAN G J NEW < EXISTING SECOND FLOOR PLAN s' ADD MUDROOM, GREAT ROOM AND TWO MORE BEDROOM, DATE REVISION DRAWN BY PACsE SCALE J}3 ���jgn MR < MRS SCOTT O1-05-0� 8 l 1 .0 I. of � /MW%0' p�ryy�U(1] ® 65 BRETWOOD LANE iL" • AI _ �1 Z/4LfA"�AAee OF LRAWMp°LEAV£d RA�/LteER REp.ONym.a FLR CLWPL4NC6IY/iN ALL 2 r es v AND,@MFgta&&-OF ALL COM'�F6'lH FGaTM96 A/A4 fCHI/ ehL LEM CE2pl/RPO°Al11C VIDP,PI'OEi„I. ,,, � P.O.COX me' • " ,IeCW)].904AO VVV CENTERVILLE MA¢ <B FeR&M CODMOWE° RrD�NAIGEB..E CeeKN°%r.NNr Ce f"RCnO&L9Le PAZAC EA OF CA49FCrrAM ve-W MMENO LCAUBWAM /Il✓CP,LVa A:NPAL EL@'CT'MRCR 1299C,M!/? �I� YE°19aR1•NTADLef1A.021M KtP N,e OD�QM9AK9 OYP fOR JFA?LSE OF NEW ORAHWN6a�tAP/N6 COAbiRUG1,b76 pRAC},GEAOi LFWIgLC71[Nd YL^'L°t'DFNGN W/d LOCAL FNS/�dPCfL °I1N LOCAL CW/A®P AND CLL4WlM4 Q99CJALe. , Maze! TYP. 10'DIAM.CONC.RLLED TIRE ON 24'X24'XI2'FTC, OR ECAJeA-1 �1 is 16.O.C.--► e 0 TYP.RM TYP.2X6 PT SILL ------ GIRDER BELOW. I n3 r 3 m '/ ------- F DCB'e•I6.O.C.-� mY Ol y3� B ° D r' GIRDER BEL.0. "1 N fl z N _._____�_____ ___ _ __ ___ _ _ __ _ ___ __ _ ___ w • D _ _ m N = m 0 C1 DO _ ___-- D _ DcB'•a 16"O.C. LU \ D \ n 48 BELow czRADE ------------------------------- NOTE Da5faV O ` s � C yUy z o= TYP.RIM - O \ rn p i; I V� 11 S M' ,D % ' <—I 10'e a 16"O.C. m IA _--_ _ 7YP.HANGERS WIO S1EEL i SEAM -1 N P Dmw I� JXp N O X • r a p `�' r F-2X10'e s 16"O.C. r � @ A ----- 4 m DZ o D� 1 Dro XI �gF � � \• B A Cy IA � p� 3 U7 A p m zw NO D �Fi O A Am m._i B q 2 D G m XX mlp 3 O c< 3 p r m Im 4•-0• 'LA, l'$Yi° DIOWT-1 „ GA D L • • p • rt� < L£ = 0 t < n{_z •T (1 (1 (1 m (1 �_r I N w 'D X y z O A pmOOD - -- r Dii IA $ rriza • \e \\ _�Sv$*Q'+P2�C IC a 2 u P. 3X10'e a 16°O.G. MI. 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N�CL2ONM,� CS2D TL,E -Z— Ge&" LiOA2D _7-/-� L A N Y RSMOND SHORT 'l vxf GEoR G OOF HENLTN REG-L) ogT/QY-S-, MdfgW - N0. 27a33 LN,1R o � y G ,4 K D/,5T2ll 3UT/vN QOX $U4xi �t�r✓y �o�F;/S7� >�� ,�.. �' �C ZiTr��o AND L,F'ACH/�✓G+ PlT To DE OF ��j 2 �(b� OrT 9 1. 37 S" ` ., o ` o hS,,J " STRSNG TH_-3o00 PS-L O' I0 VO�Cry\ �"a J� 4�2®1 _ / `r ✓ ?04COc �r �oVN� � E �/! 83,87 I0T .21 ovgTZ � CP Z 2222' --..GJ 18� 25 /' oolI Sys 7 n�i TO 13 E -ON- =/ZM- B AS E $75)1�o �r rC s�s,7-XRO_yZF- NO F+ EA LTN P G-EN T A PP R.OVPL- `o�,r �" _� 1 r--�� �D/FFV SQ , T�K VoO,f IL _ I RS olsr - 24, ��SIGN C.ompv -. —N U M-C3 E 2----Q - (.3-EO 20.0 M 5_= _ L _ _ ' _ _ _ _ ln— _ TENN/ S o z ago , 'y 5 z5' 03 40`S, e 4 o GPD o D2�.NA�� oov�r -- �� \ �,�' V 2-/U1 PpGI _ 275 ooS06j — -_— 40, 2 70 G,P_Dy ' 1 LEAcM --R O P C�S__i5 - -- —- I + s� ,. o x ,40sf_t A �zo --- - - --- — - --- -- — — —6 N ., o a s s2vF+ridN C tNTEZV/LLP' M ASSv �°ca�' MAn,NotE L EG- __ QA�N. R� OF DE .DS -FLow FILL - - -- Toy oF�3.S__K— 000 ELEV. L3 �SE� OJ--/ J-R-F�E�- - PLAN l3K• 30 pGi. t D�FJ=vso2s Ovx FovA+ ar• Z� f�SSVM �� v�T!//�( 9a'1S r /000 GAL gI,S ' 1 G h'Ai�t7 /3 vJ,lN/E' S ALLOWS /� vF GOT, f oo f 89 59 i 90 47 90.92 sgPn c 9/,2S -3 i Sroiv� S.7 TANX Z g 7 8 'Q' —17J 14 TOR L . 02438 P7Z TOP FNDN. AT EL. 20.4, SYSTEM PROFILE TEST HOLE LOGS ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) r G � ACCESS COVER (WATERTIGHT) To ENGINEER: AH OJALA, PE ' MINIMUM .75' OF COVER. OVER PRECAST /� WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM , C" 22.1 WITNESS: DAVID STANTON �01, ROVZE 28 11 19 02 a 7. Q RUN PIPE LEVEL DATE: / / a v OQ TOP TANK . 1 . 2' DOUBLE WASHED PEASTONE- -- - FOR FIRST 2' PERC. RATE _ 5 MIN�I[�GH °�,° i �w EXISTING 1000 4. STANDARD INFILTRATORS 21.3 ° GALLON SEPTIC` 15.5't a (TEE CLASS I SOILS P# 10372 0t TANK (H 10 ) GAS o m 20.94' o qD \, BAFFLE Q 21 .11 o000 20.88 - - - - - 0.58' -_ [ ELEV. Rp l 6" CRUSHED STONE OR MECHANICAL $$ o 20.3 0„ BUMps RNER 'J COMPACTION. (15.221 [2]) DEPTH OF FLOW = 4 ( 2 7. SLOPE) ( 1 % SLOPE) , 0 (Scudder TEE SIZES: 10„ 3/4„ TO 1 1/2" DOUBLE WASHED STONE 2" Bay INLET DEPTH = 5' A " OUTLET DEPTH 14 LS LOCATION MAP NTS FOUNDATION EXIST. ST PUMP 83' D' BOX LEACHING 4" 1OYR 2/1 4 CHAMBER 8 FACILITY E ASSESSORS MAP 168 PARCEL 125 USE ADJ. WATER AT EL. 15.3' MS P: WELL: MIW 29 10YR 5/1 ZONE: BORDER OF C/D 19.0' i 19" ADJ: 4.7'/5.8' ALARM AND CONTROL PANEL TO BE INSTALLED INSIDE BUILDING. ALARM TO BE ON INV, IN 15.3' I ' BW USE AVERAGE OF 5.2' SEPARATE CIRCUIT FROM PUMP 1000 GAL. H-10 S/ 2" PRESSURE PIPE TO D`BOX 700 GAL.+ SLOPE TO DRAIN BACK TO PC M S ALARM ON RESERVE WEEP HOLE FLOAT SWITCH 1OYR 5/6 SETTINGS: PUMP ON CHECK VALVE 4' WORKING RANGE 8' + 26" 18.1 ' ZOELLER 'WASTEMATE' N 4' SUBMERSIBLE MODEL M282 1/2 HP PUMP SJ C PUMP OFF 8' SYSTEM (OR EQUAL) PERC N. MED/COS 6" CRUSHED STONE OR �--+► COMPACTION -- _I_ 122" obs woter 10.1' PUMP CHAMBER 2.5Y 7/4 (NOT TO SCALE) 1 34" 9.1 ' WATERPROOF cS�, sue. NOTES: 19.0 N -k 18.4 SEPTIC -DESIGN: GARBAGE 01SP�sER IS NOT ALLOWED _.) 1 . DATI.'M IS ASSUMED � _ DESIGN FLOW: _4 BEDROOMS ( 110 GPD) 440 GPD 2. MUNICIPAL WATER IS EXISTING '; USE A 440 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. + 21.7 SEPTIC TAD1K: 440 GPD ( 2 880 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H 10 ` ) = cv , + 19.9 ;� 5. PIPE JOINTS TO BE MADE WATERTIGHT. 19.0 0' USE A 1QQQ GALLON SEPTIC TANK (RE-USE EXIST.) 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. 18.8 � LEACHING: ENVIRONMENTAL CODE TITLE V. 21.0 -+-2U2 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT % + 20 9-''- 20. PC 16.9 EXIST. NSA EXIST. ST SIDES: TO BE USED FOR ANY OTHER PURPOSE. DWELL. *'20.e (RE-USE) TF _ BOTTOM 40 x 15 (.74) = 444 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. + 19.1 20.4, TOTAL: 600 S F 444 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED + 23. �P ^�, LOT 22 01 USE 2 ROWS OF (6) STANDARD INFILTRATORS EACH, FROM BOARD OF HEALTH. C� .°� 29,866t SQ. FT. 3.3' BETWEEN ROWS AND 4- 21.0 •9 �'' WITH 3 STONE AT SIDES, 10. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXIST. LEACH FACILITY + �i N TH 0.69t ACRES 1 .25' AT ENDS OF CA WN 18 WATER ME R PIT 26.0 ;' + 0.3 3 LEGEND 2 + 19.6 TITLE 5 SITE PLAN � 2 s.4 00 100.0 PROPOSED SPOT ELEVATION OF -' 24;5 � -- - 65 BRETWOOD LANE + 24.6 9 100x0 EXISTING SPOT ELEVATION 'lot �� I .9 IN THE TOWN OF: �24.9 + 190 PROPOSED CONTOUR CENTERVILLE BARNSTABLE 26.3 0.6 „ .26. \ N 100 EXISTING CONTOUR p �5,0 DRANAGE 5 REMOVAL OF UNSUITABLE SOIL PREPARED FOR: HICKEY CONSTRUCTION/SCOTT lc� ��r EAS ENT N� REQUIRED AROUND PORTION OF N PERIMETER OF LEACHING FACILITY, + 23. DOWN TO SUITABLE SOIL LAYER. 30 0 30 60 5.7 90 PROP. VENT WITH REPLACE WITH CLEAN MED. -SAND. BOARD of HEALTH .2 . BUGSCREEN MA SCALE: = 30' DATE: NOVEMBER 23, 2002 5.6 `�' APPROVED DATE ' NOTE: WATERLINE UNMARKED AT TIME OF TEST off 508-362-4541 HOLE. PROVIDE MINIMUM 10' BETWEEN WATERLINE fox 508 362-98W BENCH MARK - CENTER AND SEPTIC SYSTEM COMPONENTS (OR SLEEVE OF CATCH BASIN ELEVATION = 25.6 + WHERE WITHIN 10' OF COMPONENTS). dOWn cope engineering, inc. rNE OF ,� ' p 9 9� H. 10, 0JA F4CIVIL ENGINEERS IVIL H. h .30792 LAND SURVEYORS � ,F348 939 vain st. yarmouth, Ma 02675 AW� OJAD, ' +'L DATE 02-359