Loading...
HomeMy WebLinkAbout0589 HUCKINS NECK ROAD - Health F589 Huckins Neck Road _® Centerville A= 234-.043 !y Bk 22615 P:9 124 jwr-31 r'1 a 08 2 32u t DEED RESTRICTION :WHEREAS, of (owner's name) (jf,A_ _ MA (address) is the`owner of 14LkX ,n5 (If-SJ , 2a,A-Jl located at (address) ��-w4-cr�,�,1.�e MA (hereinafter referred to as nec.L_ rL40 and being shown on a plan entitled "Subdivision of Land in 0 e-v mea,o+vt: MA, Property of , et al, duly recorded in Barnstable County Registry of Deeds in Plan Book Xa 5 I�j , Page '2_(P9 ; Or on.Land Court Plan Number WHEREAS, (-�,S S)AV%47'.r _ as the owner of said lot has (owner's name) agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said lot as a pre-condition to obtaining a disposal works construction permit in compliance with 310 CMR 15.000 State Environmental Code, Title V, Minimum Requirements for theSubsurface Disposal of Sanitary Sewage; WHEREAS, the Town of Barnstable Board of Health, as a pre-condition to granting a disposal works construction permit for a septic system in compliance With 310 CMR 15.200, State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing the issuance of a building permit for the construction of a single family home on this property, is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the lot be put on record with the Barnstable County Registry of Deeds by recording this document, deedr r� NOW, THEREFORE, LAvtT_ 5► tom;d does hereby place the (owner's name) following restriction on his above-referenced land in accordance with his agreement with the Town of Barnstable Board of Health, which restriction shall run with the land and be binding upon all successors in title: 1. c k,,V_iws O ej, (load Cgj�d -f_ may have constructed (address) upon the lot a house containing no more than Two (z) bedrooms. �c�a�fi SSnF��J� agrees that this shall be permanent deed (owner's name) restriction affecting LEr l5-A located on 5 Sq ant�a �.ti4j-VrMA, and being shown on the plan recorded in Plan Book 1 71 ; Paged Or on Land Court Plan For title of seethe following deed: Book Zz 5'-7 1 Page 1 . Or Land Court Certificate of Title Number Execut a sealed ins °�' _ day ofuo�� - I Owner's signature Cr-c,-r- Owner's signature Owner's:signature COMMONWEALTH OF MASSACHUSETTS ss 1 , 200E - Then personall ppeare the above- amech C � known to me to be the person who executed the foregoing instrument an acknowledged .��06E..,* �''►�� : . the same to be free act and deed, before me, �� '''��:,`��j'�•,� J&- 0&041, CIL „.ado Notary , � •�es . car�• ` Public . p: My commissio ex i es• '��,1���� M•.•�' (date) deedr BARNSTABLE REGISTRY Of DEEDS TOWN OF BARNSTABLE LOCATION SEWAGE # �7 y-�• .a VILLAGE ASSESSOR'S MAP LOT d,2`/- OVJ INSTALLER'S NAME PHONE NO. z �. � SEPTIC TANK CAPACITY /Cori LEACHING FACILITY:(type) f� C/, (size) %4 NO. OF BEDROOMSPt — PRIVATE WELL OR flO[BLIC WATER_ BUILDER OR WNER�, 0,.j DATE PERMIT ISSUED: tell t5/9 y DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No c �j � �Q J No. 17cI t Fee U 0 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: t� PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Application for �Digogal *pgtPm Con0tructton Permit Application for a Permit to Construct( ) Repair( eUpgrade( ) Abandon( ) ❑.Complete System Kndividual Components Location Address or Lot No. �61 14>§t k t n,, N ec 4 (Zxo Ac,� Owner's Name,Address,and Tel.No. B,Mj � s8� Akx/lUJ+s Assessor's Map/Parcel Z 3� ,43 cam,f-crv�,t if Installer's Name,Address,and Tel.No. Z4Pe.,-o(C Cath6rfr/X5 Designer's Name,Address and Tel.No. P a. &D v_ ?(tj:? cc-ZT4eu ite 7.8 S q G✓ave be✓✓y g y w)e, au»�e Naa s-i TOT — Z1 3 03 —1 Type of Building: Dwelling No.of Bedrooms - Lot Size f, OGC)+ sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) -Z 6 gpd Design flow provided 2 Z 6 •'? O gpd Plan Date ^` 1 r 20��6 Number of sheets Revision Date Title 5PA1 Size of Septic Tank 1000 Type of S.A.S. 2 ck 4/ Description of Soil ©��- n 1/CYY► G�. �t 1 r / ✓� Y-3/ Nature of Repairs or Alterations(Answer when applicable) �I n4j4 "53 /Leo L.C . S i Date last inspected: 1 2<�`7 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 this Board of Health. Signed Date Application Approved by Date Application Disapproved by: Date for the following reasons i TOWN OF BARNSTABLE LOB:ATION 5-8 9 Ave/1 SEWAGE# 03 VILLAGE I LI ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO. C�PK cv t�✓{ Z'.-�. y��' �1C' SEPTIC TANK CAPACITY /61CJ() /f/a LEACHING FACILITY:(type) 14 / S ioy (size) 9 k .2/ NO.OF BEDROOMS OWNER T 4y/, OV US PERMIT DATE: 21- 7,0O , COMPLIANCE DATE: 1 2 L—U Oa Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility A6 to// 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 C' -�' ; ULC— r � 3 s`i.),v �L/ 5s..s 53 4� c� No. ,1 1< Fee /0 U THE COMMONWEALTH OF MASSACHUSETTS Entered in computer. (,._� ! PUBLIC HEALTH DIVISION -/TOWN OFtBARNSTABLE, MASSACHUSETTS Yes Application for aigpoga[ 6raem Congtruction Permit i I Application for a Permit to Construct O Repair( t)/Upgrade O Aban'den( Complete System Kndividual Components Location Address or Lot No. . Y_ p� Owner's Name,Address,and Tel.No. if� L �/A+1T lj j►q v� t� Assessor's Map/Parcel Z 3 ,4 3 Fit v+ (t C Installer's Name,Address,and Tel.No. R ewe G' p de e-n t�rjoi�y�> Designer's Name,Address and Tel.No. S•�' �n j►key,� �. Po, t.4©K -7 V3p CC.,.,Tw te Z8 Sy G.rarr6�rfy !�*,w c�.e N•,vm Type of Building: _AR ed re J " Dwelling No.of Bedrooms rr Lot Size gOGO— sq. ft. Garbage Grinder ( ) ! Other Type of Building No.of Persons Showers( ) Cafeteria( ) I Other Fixtures Design Flow(min.required) 'Z 'Z p gpd Design flow provided 2 to gpd r Plan Date 0 1 " Zi0`ar6 Number of sheets Revision Date I I , Title r I n i Size of Septic Tank Type of S.A.S. � � c7 �, C G✓ r I*+ Description of Soil o n G /� Z y 2 t t ! ! I ' I Nature of Repairs or Alterations(Answer when applicable) #-ti, 1 `-6 /Lj,,j T' 13Z)V_ 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 tfie Environmental Code and not to place the system in operation until a Certificate of I Compliance has been issued by this Board of Healih. Signed Si /j I g t•' � Date t g uolLJ I I Application Approved by 1 Date � Application Disapproved by: �_ Date ! for the following reasons t Permit No. 2 O(J -U2 f ,Date.Issued y ti i THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance I THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( � Upgraded ( ) Abandoned( )by �} /)s-e I at S the been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 2.0or— o2 9/ dated 1?.2-6)* V Installer Livii.,I ( a �L 14,i r Designer C. czc 1 #bedrooms • r< .4 Approved design flow u gpd LI The issuance of this permit shall n be cos ued s a guarantee that the system wi fun tion as design d. 0 ary I ? Date Inspector No. _ U - �� Fee THE COMMONWEALTH OF MASSACHUSETTS ! PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS ]igpogar *pgtem Co gtruction: Permit Permission is hereby granted to Construct ( ) Repair ( �/) Upgrade ( ) Abandon ( ) System located at tJ�tS�( C(C.;►X li e 12_4 L fi`e(vt 1 'C I and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Constructio n ust be completed within three years of the date of thi ,permit. Date 1�2 J 7)7 Approved by i v i jLown, bt uarnstapte Regu atorY Services • Thomas F. Geller,Director i BARN ABLP., '""3`. Public Health Division T homAps McKean, Director 200 Main Street,Hyannis,MA 02601 Office, 508.862-4644 1=ax 508•750.6304 Installer & Desizuer Certificgtien FFq[m Date: Designer: ,y E� �ne��cl��� ,�� ' .�..-------�--�� -.-._-_....... ]<nstxller: G cue wic��. E+n�Cr�f��, .__ Address: Address: ig -7 2- On i_-ZZ .200� ^. �� � eC r;5�,_t�� was issued a hermit to install a ffJFj �" {mskaile septic system at a B 9� Hv&ln5 peck Qoac� based on a design drawn by (address) L-� tee.cfnc cnC datedc�nuat tl aoo 8 �V/ 1 certify that the septic system referenced above was installed substantial) accordingto 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 reloaatton 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.'-bu11t by desipo'r to follow;. �YH�t]F • JOkM'L. c� . -.-._. Ci•IUFZ(Fill.).: stal'ler'S Si tUre?� ...... JR.' 1A - QIV1l. 0607 T (Designer's S' attire Des ""'�-.`— (A �s Stamp Her PLEAWITRNST LE B C !V'I' ON. CE q1' N i N. 22 AND AS EIV B�' B AB CEN. Q; 14e9t1th/Septic/N8iPtT Certification Form 10 'd L920 22-Z 809 !)NIN33NIDN30f Wd i9: 20 800Z-VZ-N0f No.................jpkFPpFtM0 FR$......F .......... 0R1 rM8btQCW=roBti"0CVsMT04 COMMONWEALTH OF MASSACHUSETTS t BOARD OF HEALTH $ionw OateTOWN OF BARNSTABLE Appliratiun fur Uhi-plai3al Norks Tomitrnr#iun Permit Application is hereby made for a Permit to Construct ( ) or Repair 0< an Individual Sewage Disposal System at: ......,��..�.1�....-----• !/C G�n1 L'c''r� ,Vi a�t.V. ......... ......•-••--------•-----•---•----•-•---•......------------....-------•------•---......--....-•-•-- Location-i\ddress .. r j M.4-+-� :'V► �1)(.� c [,� ram.. ��j e�--•----...............2�re... Owner� Address, a �3D G�?dLi� CC 1JC�?/ �c�Wr1J -7 vjj4 �Z�q /`�.5.(J s/VI rM! LL,S Installer Address UType of Building _ Size Lot............................Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons---------------------------- Showers ( ) — Cafeteria ( ) dOther fixtures --------------- -------•-•-•----•----......--•------------•-------------•--...-------- ---••-----•-••----••-•••-••---•-•-••......----•••--.......... W Design Flow.................C--...........gallons per person per day. Total daily flow-_______--5;;��....................gallons. WSeptic Tank—Liquid capacity.d __.gallons Length................ Width---------------- Diameter._._-.__.__.._ Depth................ x Disposal Trench—No. .................... Width...... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No.........../------- Diameter------l�........ Depth below inlet-----lam............. Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) ~' Percolation Test Results Performedrtby.__---_.°............................................... a ••---------------- Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit_----------------- Depth to ground water........................ 9 •---•----•----••.................•••••--•--•••••------------------------------------------..---------------------- •...... .-------------------- •.............. .O Description of Soil...............................................................................---••-----•----•--------.----•---------------------•---•-•--------.................._.. U .................•..............---•--•-••--•--••-••----••----••-----••••••---••-•--------••••------•-.......----------•-••.....•---•-----•--•----.............._..........-•--•---......---•-••----•••• W UNature of Repairs or Alterations—Answej when applicable._/N --�-«-._. -- fk7�A--- .. Agreement•. The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code —The undersigned further agrees not to place the system in operation until a Certificate of Complianc as een i ed b Y1e board of health. Signed ....... .... 9 -..... ce Application Approved B "'� �--' PP PP Y .......... .. Q, - - ...... ....... _......_....:. .._...... ........ - ............ fe .. ........ Application Disapproved for the following reafont: ----------- .............. ...... ............ ......... ...... . ..................................................... .................. . . . . ....... .. ........................................ Permit No. ....��" VF'Z Issued 0 .............................._..-..._......_....... _.__._..._..------gte_......... ........... 1� ciao 8 % r + - t THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ` TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY, That-the Individual Sewage Disposal System constructed ( ) or Repaired ( X,) by _....... - ... - ------------------------------------_..-------------------------------------------------------------- Installer SAS �'��G roil AC, — , (L F,7 vi ,O----t ----------------------------- ----------------------------- ---------- -----------7--------- has been installed in accordance with the provisions of TITS£� Jof T��tte nvironmental Cqde as described in the application for Disposal Works Construction Permit No .._..v dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. -' ' - -- DATE...........> , r am.-..: ---------- Inspectors - - " ---- �J -------------------------------- ------------------------------------_,-- THE COMMONWEALTH OF MASSACHUSETTS G� �YJ BOARD OF HEALTH �- TOWN OF BARNSTABLE �O No......................... FEE........................ Roposal �nai timin rrmi� Jam/ "G 6 r��i ---------- ~� G�/S_//Z-vim-I Permission is hereby granted__________________ �_.__...__...___..._..__._..... to Construct ( ) or Repair an Individual Sewage Disposal System i ,, at No. _ -c� G� / cJG -ircJS_---- �G ---- � ..... �..._�GI/irL�........................ Stree / J/ as shown on the application for Disposal Works Construction Per �� ��'�' .Dated_____--!6-------- Board of Health / DATE. "`f'---------------------------- FORM 36508 HOBBS 6 WARREN.INC..PUBLISHERS L-'`- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Appliration for Dt�pn~iittl Workri Tomitrurttnn Prruttt Application is hereby made for a Permit to Construct ( ) or Repair (,>< an Individual Sewage Disposal System at: 5s1�.-------1 .............................................................I 't1 C�. '���Ui _ ----------------------------•--•--••--------.....--- Lot No. J d 4 E OJ &(JA&.0o�r �U1�1 C<. d ��d-C r U �`y.............................c,1t sal s -----.._.....-••------ -- I•-----••---•••-•.....- •- Owner Address -74•� !n3�-rL�Q q 1�)D 14 �rl, c t_3 Installer Address d Type of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms-----------------------------------------_Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ____________________________ No. of persons______-__-_________________- Showers ( ) — Cafeteria ( ) Otherfixtures ----------------------------------------------------------------------- ------------- W Design Flow.................5 ............gallons per person per day. Total daily flow--------- .....................gallons. WSeptic Tank—Liquid capa6tv_44�Y...gallons Length---------------- Width---------------- Diameter---------------- Depth................ x Disposal Trench—No_ ____________________ Width-------------------- Total Length___________ _______ Total leaching area....................sq. ft. 3 Seepage Pit No...........e_------- Diameter...... 4.__..... Depth below inlet---- ?___......... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) � Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1________________minutes per inch Depth of Test Pit-------------------- Depth to ground water........................ r.X4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 1:4 ._....-•-•---------------------•-••---..__......._.....•••.._.__...---•------•--•••••-...---•-_•••••......................................................... 0 Description of Soil........................................................................................................................................................................ U --------------------------------------------------------------------------------------------------------------------------------------------------------•--------------------------•••-••••--------•-•-- W -------------------------------------------------------------------------------------------------------•--------------��-------------------------------7----- U Nature of Repairs or Alterations—Answe when applicable- Jos%'¢ t-__ :_-_/��'!_ ___ �'a..'_c _- " k'-� '-•-••-----�J�?U--.:.f..............�,I-T ..�J/ -- �--•-----•--`S'--T•�n1 C - Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance-"as een i(ss' ed by-the board of health. Signed -------/............................ ..... Y ..... /.'-'S 9�..... Date •,�..— PP PP Y -------- ------- ------�-... ..............----%-- A Application Approved B Y G�✓ L. - `'/ J.................. Dare Application Disapproved for the following reasons- ----------------------------- - ...-............-........................ . ... . ....---. ......-............... .............. .. . ........................................ ................................. . .....-....--........- -- --- --------------------- Permit No. ....% .------ 5 �--------------_. Issued ............ `� ` Dace FINISHED GRADE OVER TANK EL. = 66,5'± PROVIDE PRECAST CONCRETE FINISH GRADE OVER D-BOX= 66.6'± FINISH GRADE OVER CHAMBERS = 66.6' - 66.8' GENERAL NOTES TOP OF FOUNDATION EXTENSION RISER WITH CONCRETE o ELEV= 67.2'± COVER TO WITHIN 6"OF FINISH GRADE CONCRETE RISER AND COVER SLOPE @ 2/o MIN. OVER SYSTEM TO WITHIN 6"OF GRADE o 3/4"TO 1-1/2" DOUBLE WASHED STONE TO 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION OVER INLET AND OUTLET COVERS. 4"SCHEDULE 40 PVC MIN SLOPE 1 /o INSPECTION PORT w/ACCESS BOX WITH CROWN OF PIPE METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL FINISH GRADE 5" DIA. OUTLET(S) COVER TO GRADE (SEE NOTE#21) 2"OF 1/8"TO 1/2" DOUBLE WASHED STONE CODE AND ANY APPLICABLE LOCAL RULES. @ FND. EL.= VARIES - --- --- ----- --- -- -------------RISERS ON ALL 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE PLACE 9" MIN. I TOP OF SAS = 63,83' PROPOSED 4" CHAMBERS WITH DESIGN ENGINEER. EXISTING 4" r- PVC SEWER PIPE 36"MAX. 63.00' N. NLET PIPES TO 6"OF 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL SEWER PIPE j 36"MAX.MBREAKOUT EL = 63.50 FINISHED GRADE SYSTEM UNLESS OTHERWISE NOTED. 6" 3" 3 DROP MAX „ PROVIDE WATERTIGHT 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN 2" DROP MIN 3 9" JOINTS (TYP.) � o ELEVATION =63.50' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A " 4" PVC IN FROM O 0 o� 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF 14" *64 0'± SEPTIC TANK 4" PVC OUT TO °o THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. O LEACHING FACILITY o 00 00 �Oo 00 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. ' 12" °° 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. CONTRACTOR CONTRACTOR SHALL 63.50 I MIN. f 63.33' SHALL VERIFY SIZE 48" VERIFY CONDITION OF OUTLET TEE , 1 2, 0 0 0 0 0 0 0 °° o o00 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK AND CONDITION OF EXISTING TEES MODEL#A1801-4x22 OVER ME ED STONE o° o 0 0o NOT TO BE BACK FILLED WITH EXISTING SEPTIC AND REPLACE AS 22"ZABEL FILTER � � O CRUSHED MECHANICALLY j o 0 � 0 0 � 00 FILLING WHEN SYSTEM IS NEARLYOUT FIRST COMPLETE AND READY FOR INSPECTION. SYSTEM IS TANK NECESSARY COMPACTED BASE OBTAINING APPROVAL FROM BOARD OF HEALTH AND DESIGN ENGINEER. 5 2.0 8.5'(TYP) 2.0' 4.9' 2.0' I OUTLET DISTRIBUTION BOX TYP ) 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM OF 66.50' ESTABLISHED j TO BE INSTALLED ON A LEVEL STABLE 21 0 < 56.60' ( ON A NAIL SET IN AN OAK TREE AS SHOWN ON PLAN. BASE. FIRST TWO FEET OF OUTLET 1r61 .00' GROUND WATER ELEV= 8.9' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION EXISTING 1000 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT SEPTIC TANK PROFILE CROSS SECTION VIEW 2 - 500 GALLON CHAMBERS 4'MIN. CHAMBER END VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES 'CONTRACTOR TO VERIFY EXISTING ELEVATION PRIOR NOT TO SCALE DISTRIBUTION BOX DETAIL TYPICAL CHAMBER PROFILE CHAMBER DETAILS TO THE DESIGN ENGINEER. TO ANY WORK & NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE - -- - - STRUCTURES SHALL BE MADE WATERTIGHT. NOTE: ENTIRE LOCUS PROPERTY IS LOCATED WITHIN A DEP APPROVED ZONE II. 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING C TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM r% ,• APPROPRIATE AUTHORITY. INSPECTOR: Donna Miorandi 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS j 00 � LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE d.. EVALUATOR: Bradley M. Bertolo cz) THEY SHALL WITHSTAND H-20 LOADING. DATE: January 10, 2008 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. TEST PIT#: 1 (Perc. No. 12073) 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE ELEV TOP = 66.60' MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. o 4 ELEV WATER= <56.60' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, �. o`er, y FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). N PERC RATE = 3 Min/In MAP 234 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN • DEPTH OF PERC = 54"-72" i PARCEL 31a `1• SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. MAP 234 • .+ ' + � ' � '- TEXTURAL CLASS: 1 16. PROPOSED PROJECT IS LOCATED WITHIN: "PARCEL 45 r. ASSESSOR'S MAP 234 PARCEL 43 � � ,� �� U.� _. _ JJJ""" OWNER OF RECORD: IGOR DA SILVA BROBOVOSKI f * + • • 0 A Loamy Sand 11 66.60 ADDRESS: 589 HUCKINS NECK ROAD 5„ 10 Yr 3/2 66.18' CENTERVILLE, MA 02632 *, Loamy Sand EXISTING LEACHING ' B FND FEMA FLOOD ZONE C 10 Yr 5/6 CB/DH ( S7lo PIT TO BE PUMPED + �' 24" 64.60' l 31 AND FILLED WITI� v� �,� F EXISTING SEPTIC TANK COMMUNITY PANEL# 250001 0005C 84./ CLEAN SAND �` I elan"_ (), C-1 Fine-Med. Sand 2.5Y 7/4 3' !v f TO BE UTILIZED AS $ � 17. DEED REFERENCE: o /� ✓✓ PART OF THIS DESIGN B • q � 40 63.27 PROPOSED MAP 234 BOOK 18039, PAGE 25 " , C1 _ Fine-Med. Sand INSPECTION PORT in SH D ry ,�°j' PARCEL 44 �•�, " r C 2 2.5Y 6/3 18. PLAN REFERENCE: MAP 234 Z \ !M 54"' 62.10' PLAN BOOK 178, PAGE 127 ---,� PARCEL 32 w / (4 ro i + " .+ 34 Perc ` TP 1 � » ` 72" 60.60' 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. o %66.6' °7 , �� �,!_ __- _ ' •�� `, L 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY 1) DECK 9�8 °'' , Q- C_3 Loamy Sand 10 Yr 4/4 FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY 3 FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. HC1 +,� /O� (20% Gravel; O .: °•= w� o`O i�� LOCUS PLAN Some Cobbles) 21. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A 3 6 fi 45�, { \, #589 w Q ° �CvO DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. A / REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. ( 89 2) :.:. EXISTING , ' ---_ J. SCALE: 1" = 1000' MAP 234 -PROPOSED , ,,_ - + C2 2-BEDROOM �d 120" 56.60' _ sCONC.;= DWELLING No Mottling, Standing or Weeping Observed - PARCEL 43 DISTRIBUTION BOX PADS TOF = 67.2'± -- LEGEND I.P. (FND 16,060 SF± .�1" ��o ,�`L�C/ /� PROPOSED 2-500 GALLON CAR-PORT / `� .p"r / DESIGN DATA TEST PIT DATA - - 50 - - EXISTING CONTOUR MAP 234 Ng o - 66- LEACHING CHAMBERS -� �o INSPECTOR: Donna Miorandi �0 PROPOSED CONTOUR PARCEL 33 S�S0" �'' / J' �P NUMBER OF BEDROOMS (DESIGN) 2* b� �� EVALUATOR: Bradley M. Bertolo ❑/H/W EXISTING OVERHEAD WIRES \ 1\ DESIGN FLOW 110 GAUDAY/BEDROOM/ p DATE: January 11, 2008 TOTAL DESIGN FLOW 220 GAUDAY TEST PIT#: 2 (Perc. No. 12073) �''/ W- EXISTING WATERLINE Benchmark �� Jrob`' DRIVEWA�' o = 440 � DESIGN FLOW X 200 /o GAUDAY ELEV TOP = 66.60' GAS EXISTING GASLINE Nail in Oak Tree Elev. =66.50' / / Q USE EXISTING 1000 GALLON SEPTIC TANK ELEV WATER= <56.60' -X-X-X-X-X- EXISTING FENCELINE Approx. M.S.L. PERC RATE 'DEED RESTRICTION TO BE FILED _ - i TEST PIT LOCATION 0- DEPTH OF PERC MAP 234 4 i �V �� TEXTURAL CLASS: 1 LP EXISTING LEACHING PIT PARCEL 42 A,0 INSTALL 2 - 500 GALLON CHAMBERS SIDEWALL CAPACITY 011 66.60' O EXISTING 1000 GALLON SEPTIC TANK ;o (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY A Loamy Sand (21' +8.9')(2 ) ( 2' ) (0.74 GPD/S.F.) = 88.5 GAUDAY 5" 10 Yr 3/2 66.18' PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE STK-TK (FND B Loamy Sand 13 BOTTOM CAPACITY 10 Yr 5/6 i (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY 24" 6 PROPOSED DISTRIBUTION BOX 64. 0' / (21'x 8.9') (0.74 GPD/S.F.) = 138.3 GAUDAY C-1 Fine-Med. Sand 0 PROPOSED 500 GAL. LEACHING CHAMBER 2.5Y 7/4 40" 63.27 REV. DATE BY APP-D. DESCRIPTION TOTALS: / C_2 Fine-Med. Sand TOTAL NUMBER OF CHAMBERS 2 2.5Y 6/3 ' PROPOSED SEPTIC SYSTEM UPGRADE TOTAL LEACHING AREA 306.5 SQ.FT. 54" 62.10' PREPARED FOR: TOTAL LEACHING CAPACITY 226.8 GAL./DAY CAPEWIDE ENTERPRISES Loamy Sand LOCATED AT C-3 10 Yr 4/4 (20% Gravel; 589 HUCKINS NECK ROAD Some Cobbles) CENTERVILLE, MA SWING-TIES 120" 56.60' SCALE: 1 INCH = 20 FT. DATE. JANUARY 11, 2008 j DESCRIPTION HC1 HC2 No Mottling, Standing or Weeping Observed 0 10 20 40 80 FEET LEACHING CORNER(1) 48.4' 45.6' LEACHING CORNER(2) 59.5' 53.2' i RESERVED FOR BOARD OF HEALTH USE 0 CHUF, rtii_� PREPARED BY: �V JC ENGINEERING, INC. CIVIL LEACHING CORNER(3) 66.5' 60.9 a';''' 2854 CRANBERRY HIGHWAY NOTE' Is EAST WAREHAM MA 02538 LEACHING CORNER(4) 56.8' 54.4' 1.) MAGNETIC MARKING TAPE SHALL BE 508.273.0377 SITE PLAN PLACED ALONG THE TOP EDGE OF EACH SCALE: 1" =20' SEPTIC SYSTEM COMPONENT. Drawn By: BSM Desig JOB No.1356 ned By.MCP Checked By:JLC 1