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HomeMy WebLinkAbout0039 REDWOOD LANE - Health 39 Redwood 6WM �kvl t Hyannis A= 288 110 � C a .. _ . TOWN UN BAItIvS"TABLE � � ✓ ' LOCATION 7 % A,��D1�d� //48 SE AGE # � u VILLAGE may!,�.v/�f /"®f-"T ASSESSOR - IMAP & L *Y1� INSTALLER'S NAME&PHONE NO. c�/! �ls�— �. .az �D�����d��T✓ SEPTIC TANK CAPACITY LEACHING FACILITY: (type) t (size) NO.OF BEDROOMS__ BUILDER OR OWNERI- PERMIT DATE:4 COMPLIANCE DATE: 57—f ' O Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 leaching f ility) Feet Furnished by �Y O q mac- No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZippYication for Miquar *pgtem Construction Permit Application for a Permit to Construct(VI-Repair(�rade( )Abandon( ) El Complete System ❑Individual Components Location Address or Lot No.3 9 Red W 00a L^. Owner's Name,Address and Tel.No. �vn is �• �-' P,,C.4N" Da�. Assessor's Map/Parcel $� ,..,�a 110 Installer's Name,Address,and Tel.No. 4.31-0s'W Designer's Name,Address and Tel.No. ft�f 1-W3R� o�,..�ta oZby� r-a S�rve1 ;y R°Z 3 ��e4�� � Q��•i4. Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow .3 40 gallons per day. Calculated daily flow 3 3 ® gallons. Plan Date S- 2+ 04' Number of sheets O Revision Date Title r� Size of Septic Tank IS70 C5 Type of S.A.S. f�;jk C�-A o n f )-JM-4od�S Description of Soil �'� � C� �'l ed Gg !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 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 of Health. Sign d Q�paCea• Date Application Approved by Date 1� Application Disapproved for the following reasons Permit No. 0100 �7 ,a �(1. Date Issued tD ,No. (/'� --� Fee / r . THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS Zippfication for Mioozar 60tem Contruction Permit Application for a Permit to Construct(VfRepair Grade( )Abandon( ) El Complete System. El Individual Components Location Address or Lot No.3 q KedWwel Ln. Owner's Name,Address and Tel.No. P,;6�,4 1) Assessor's Map/Parcel $ 10 31 PZJ Woad t-,A. . H Gt.r•ru 5 o r iAw-. Installer's Name,Address,and Tel.N . Al 32-05 30 Designer's Name,Address and Tel No. ° sq w,f,�►, Q-Z if -Ike. survey; IZ 3 P,4-e(,A * Qom' 1, araT' Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) k Other Fixtures Design Flow 3 417 gallons per day. Calculated daily flow 3 3 gallons. Plan Date -J Z j— 0.5' Number of sheets Revision Date Title k Size of Septic Tank `� Type of S.A.S. Ca-O Description of Soil 3 1,0G" !S�41 7c> Aed Coo rSe sc�' 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 issued by this Board of Health Sign d 0e, Date Application Approved by Date �� S Application Disapproved for the following reasons Permit No. �`� S —a G(' Date Issued � l� -------- - .. - ---' — - - - - -- ---=— THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed'(V)Repaired( )Upgraded( } Abandoned( by go 6r'r nu at. :M L, has been constructep in f ccordance with the provisions of Title 5 and the for Disposal System Construction Permit No.c�0 5"�� 6 G dated I �d L-5 Installer g-ob4f1 (9v Co. Designer le c-vE The issuance o s e t s}all not be construed as a guarantee that the sys ill ction as desi ed. Date. Inspector - - -- — - -- — . — ------------------- No.�U5 Fee THE COMMONWEALTH OF MASSACHUSETTS t PUBLIC HEALTH DIVISION . BARNSTABLES MASSACHUSETTS ;Di0pogar Apgtem retraction Permit Permission is hereby granted to Construct(Repair( Upgrade( ) andon� ) System located at 1 #OW L9otocl �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 condit' as. Provided:Cons ction us be completed within three years of th date of this p t� Date: �� `� Approve 5/25/01 Notice: This Form Is To Be Used For the Repair Of Failed Septic Systems Only PERCOLATION TEST AND SOIL EVALUATION EXEMPTION FORM hereby certify that the engineered plan signed by me dated L J ,concerning the property located at meets all of the following criteria: • 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: The applicant may use historical data to conclude this fact or may conduct preliminary tests at the site without a health agent present. • 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) ' B) G.W.Elevation +adjustment for high G.W. _ DIFFERENCE BETWEEN A and B f ©_ SIGNED :- DATE: d 6 j NOTICE Based upon the above information,a repair permit will be issued for bedrooms maximum. No additional bedrooms are authorized in the future without engineered septic system plans. q:health folder:perockr p r ------------ m u m m u u O O 0 0 3 3 U3 Ld- n O � O D dO O 2 00 0-001 , r i < i z I �i A i m i z Lo i c _ N C Z 70 0 O rn rn m _ zd Z U z p p rn b pr id m m rn n . rn f - Town of Barnstable �oFz row�o Regulatory Services Thomas F. Geiler,Director + IARNSTABIE • 9 MAC $ Public Health Division 'i6S9 � 1639 6. Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: 'QY Sewage Permit# Z D 5 Z(o b Assessor's Map\Parcel 2537 PID Designer: �9_J(e, 5v rV ;n9 Installer: �n 6&c-T- `l3. 6 J 1AC Co. Address: 9 Z 3 e.�e 4 A Address: Z-1 G rear y,_%" v, y A R'/uev i1. (oaf-T' 07-L 76' k\o..ro;c ®2. o y3 On C�5- hU be r 6 V Lo was issued a permit to install a (date) (installer) septic system at 3q eF� Ljoq,4 based on a design drawn by (address) , rJ�rV24 i r4 dated S -Z`i -VS' (designers' 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. STEPHEN (Installer's Signature) ® HAAS CIV . �t No.sa461 (Designer's Signature) (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 BARNST ABLE PUBLIC HEALTH DIVISION. THANK YOU. Q Health/Septic/Designer Certification Form 3-26-04.d oc TOWN OF BARNSTABLE 4.- , LOCATION W gjwdoc! 44tfe- SEWAGE # 2oo 8- Z91 VILLAGE Apr ASSESSOR'S MAP & LOT 2$$- S"7 INSTALLER'S NAME&PHONE NO. SO JoscA4 SEPTIC TANK CAPACITY /,SOO VOfr3 LEACHING FACILITY: (type) aFe yr jalck `f' (size) /W/ X 2 2 NO. OF BEDROOMS BUILDER OR OWNER /aAq le,FG Ali#4a PERMITDATE: �S'!9' d8 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 leachin facility) Feet Furnished by --fft4A� so ag - k 3 C_ � T S � Y � 4 I lL In N L j Fill OL 11. � I � � I II 0 N r A M. 11 A w m n A D m m J in A z m A N m Z fn Z 2 m N m - ul I '+ b � L�� lljllliill�llllllli ij I li�r;.� � ifj`'I I I, 1II; jj i I 1 �I II , l�.11i IIIIi I ihjli " 111 '!ji''!Ililliliiil;lllllli;ll 1 !l Jill � hii lill 1. I i i ' III jl �?illjll�'I�I!a X 1 II I,II IIIIII i l!Itll N I I(� j�Ililjiilll I. N a p v I Q I 1 l f �.. I i� l lj l I .IIIIII N�-ro� A ~p -zro I 'I!II I! i I, I. I j i; n ii .� ;j 1� 1'' ,I I� f• . 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O l I I I I I O U to 2-0. =m X I r , O Z ,�'-Z G• I ICI m b A m N 1 I Ol E X O __ I �Irr IIII�ITIIII � � � p E- II Z I I I II I I L_J Ir IT I em l� uul 111T I j I 1111 p a r- D m O � l = ® z I CIE i I scams �� 1/4 = I, 5555''����gc� p� �!� /Y� �pL (E� 3.2�.06 enj.etanp DRAWN BY D ��GA V�t� E"v�U��C:`�tl ` CE ENCORE CONST.CO. 3S REDWOOD LANE= `= A?PROVED HYANNIS MA, ( I ------------------------------------------------------------------------ Z � mX 7� h ~ (�S z ----------------------- z -1 n y G m , -"'-- one ste u p p-' 21'-8" -_____ -- _ ----------_----- ID � a one step d—� _rF r i W dcftte-r srt' 1 _- ' b z 1EL ------- w w N3 t,. 3 �1yy n 4 N N V 6 r7r �. ia ?U _ n 0 A 11 \ X X X x � N m - y-� ® E ® Q Z Z Z O awo�ooa y T=fO" d w A —f ' m O 0 tr O r z M m z I. � O 2'-Ir' 6'a" c). rn T 'z �l m - N Z l fmT SCALE 11 i Cp'-''' ENCE [?ATE L tf�7[\ i _q 3.Z7:O�6 eng.stamp DRAWN EY REDWOOD A REV. D[ C} ENCORE CONST.CO. 39 REDWOOD LANE (� � WI APPROVED HYAItlN'CJ' P'IA< TTr r tMu 6 Z Q a N � 3 c l4 *+ X N Q Q m A V � 0 0 _ I Q 3 ,Q � Q----------------------- - - - Aw x l< w Q�N - OImAO r p T D�D z O �npN m m h o D tD D p i I � I I � ff 3 m Q J tM I x � � X i I I I V �O�jr.--=ice -Dirrc�i+mCrtr R-D-aA cr �� N DamNADX NND_ pO,pAx G` nm c., � 'p� OnNm-�p'�m Eom =� .AOApNm� Amin D '0 A m r p m x z D Z E O m troj, r R N D N A N v = m ll r< Q m z D M Z iY' N M D m N S-41-F - 4 DATc eng,amptt DEEGAN S V EMIC a �. .f:: REV. k DRAWN BY ENCORE GONST.GO. 3S REDWOOD LAN Cry . APPROVED HYANNIS MA. F6 t'i 1V :-,-CR1:, MINIMUM.- INSPECTION ', ELEVA T ONS: DES'16 TERJA NO TES 9 T a DES PORT 3*,MAXIMUM'COVER"" A F FINiSH GRA INVERT GENERA L' ' &CkSs,C,0; VERS MUST BE #1 THIN- ' I N VER A T, FIRST,2* ,TO 'PER I." THIS PLAN IS FOR THE DES I ON ND CONSTRUC I N , IN SEP IC: NK.­7 BED AT 110 A INVERT T 3,' ' R06MS BE'LtVEL MIN 2* OF PEAS TONE' OF THE.,SERAGE,DISPOSAL' SYSTEM ONLY., G.�P.D.,':, -BEDROOM EdUALS 330T 96, 1 INVERT OUT SEPTIC :TANK:­ �'4 V R IS' ASSUMED.':FOR BENCH IAN PIPE'� DIA. I NVER T I N 'D IS T.., 17,27 NO GARBAGE GRINDER �2. E TI CAL DA TOM MARKS, �97 'j, INVERT,OUT DIST DOUBLE WA$HtD ITONE BOX, F . 97; 1 97; 1 SET. ,SEE SITE PLAN. , INVERT IN LEACH CHAMBER: 97.03, n g6 SEPT OAF, E .03 1 t� TANK REOUIRED.- ,' .1 D. X 3, ALL' CO TR 5 AN6 400v - '660 AL'. R CHAMBEP: "i 'H'IGH CAIPACITY._.`4*IL.�R�W BOTTOM ,OF L EA N' ucrioN PrTH D A TERIAL G GROUND WA TER MAI NTENANCt �OP, THE SEPTIC,-SYSTE SHA L 'TONE IND NIA � L 0 S N6� M4 413.5 1' S ARO 0 CHAAMERS- ADJUSTED TANK'PROVIDED.' 15001GAL. MIN. � SEPTIC­ 1500 AL 10 -x,,38 I x -IO'd OB SER VED 'ORO NIA TI NO LOCAL CONFORM TO MASS.*��D.E.P., -TL E 5 A UND, WA TER BOARD,OF,HEAL TH REGULATIONS. 2 0 $EPTIC."TAW 80 T'rOM F T-HOL K-:,, -, 6* CRU$ ED, STONE OR 0 Tr go., L,,ABS RPTION:,SYSTEAi ,REOUIRED. A SE DES I GN PERe Tk 5 441INCH , 0 P TRAF C SOIL::7EXTURAL' CLA Ss 1 -4. ALL SEP T IC_ S YS TEM COMP NENTS LOCA TED UNDER ROF L' E NOT ,.TO S i��L E EFFL UEN r L OA ING ATE GPDISF-- � R 0 74 ' D AREAS SUBJECT*TO VEHICULAR F I dRtlA iER 330 ,GPD 0.74"GPDISF, ! �446 ,5.F. iREOUIRED t LL BE �CAPASLF W1 TH -20 'PROVIDED: 5 HIGH CAPACITY INFILTRATOR STANDING,�H WHEEL,L oA os. 5..i ALL SEWER��PIPE SNA L L BE SCHED LE 40 'OR CHAMBERS W1.3.5:1 StONEAROUND. �A 460 'S,F. 74 340 GPD AP ROVED 'EOUAL. IC TANK,AND D BOX SHALL BE REINFORCED, ' 'D -Box SkALL' 7ES T ' T DATA 6. SO I L PRECAST,CONCREM AND WATERTIGHT BE WATER TESTED TO CHECK FOR LEVEL WHEN THERE ., INDICATES INDICATES UTL ET. PERCOLA TI ON' :'OSSERVED I S MORE. THAN ONE 0 TES T �-GROUNDWATER 7. BEF TI ON,CALL Tp I THE LOCAL NA TER DEPT. E AND FOR LOCATION.OF -UNDERGROUND UTIL I riES. HORIZON TEXTURE COLOR 100.2 0 LOAMY IOYR.'. 'SEPTIC SYSTEM INSTALLER $HALL, NOTIFY THE' :SAND 211 8.. DES I GN ENG I NEER TWO,DAYS.PRIOR TO CONSTRUCTION g, .......... TEM 'TO ALLOW FOR SCHEDULING OF �THE OF THE'S YS LOAMY 0 YR UC -INSPECTIONS 'CONSTR iltON SAND . 416 .............. ....... 36 97.2 90o:COARSE 9. EXISTING CESSPOOL TO BE PUVPED­DRY_. REMOVED IOYR SAND 616 AND BACKFILLED W1 TH CLEAN SAND.." 0. 10., ALL UNSUITABLE M4 TERIAL FOUNDATION) ENCOUNTERED BELOW THE INVERT OF� THElEACHING FACILITY TO BE REMOVED FOR A DISTANCE OF 5* AROUND AND REPLACED WITH SAND IN ACCORDANCE WITH TITLE 5. LOT I 7. 505t S.F. NO WATER 120' F 90.2 DA TE: MAY 4. 2005 00* TES T BY: STEPHEN HAAS, PERC RA TE 2 MINIINCH /* 00.9 �44 A 00* 5 DECK T A a,, FOR am CORNER sm Cot&TROCTIOm t ON VETA 1500 LLON 5 ,,1 IVA SEPTiC YA _1#F1LTRA11OR'CHAM8ER5 On.5 $TONE A EMAINS OF, POUNDA TION PLC + 2 SEE NOM to, 0 I , - Y (�,, , ;S, y s': T TzE 0., P R E-0 WO 0 D A I'VE "A P 2 e(6 RA R CE-L a ' 0 r Y�4 I'VIV SPOR T "A 46 A R IVS 7"A -D 0 R PRjERA I?E LEGENDL :4z:=1 CB CONCRETF..BOUND 0 US WA TER L F77 W_ Ike -.200-5-, HYD CA L,S" 01 "A .24-11 RANT, 44 bHW :"0 ER HEAD,�WIRES GA L I NE Ell�_,; I : N G C A E R 6- "t e' 6 A" u LJGHT POST,: 923 Y a r rnc� u t h p c> r. t :MA 02675� —E UNDERGROUND ELECTRIC L -:R7 ( 508 )", z 2 UND "TEL EPHONE 11 NE T ERGROUND R -�5 0 8,.) 3 2-5 ZS3 , _CTV"�.� ON CA NA SOR BLEVISI UNDERGR UND L INE +40 4 "SPOT ELEVATION-; EXI STING CONTOUR.., CO �PROOSED ' D.RN.i 0 CHEC 7 10 -, ,,2 K CFW H , 1, 1. �',- ,I ." , , ­ ' , , ­!, i I , [J6 N6 5 Fil EL D SA HIURH 17'CALC: SAH "0'24 46 0 L" Cu P-1. 1.55 ? 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