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HomeMy WebLinkAbout0801 OLD POST ROAD (CT & MM) - Health 801. Old Post Road Cotuit A= 073 —008 - 003 i MA ;�r,,7,Y.--88-2009 10: 13A FROM: T0:815087906304 P.2 , Town of$arnstable Regulatory Services Q' Thomas F.Geiler,Director Public Health Division E 39. Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Fax: 508-790-6304 Office: 508-862-4644 Installer&Designer Certification Form Date: S o 09 Sewage Permit# Zoo?—//2 Assessor's Map\Parcel !G73 O�/ ao8—oc3 Designer: � 4- t.�•ls�rl Installer: Address• Address: 31 0er4,ln On 3 was issued a permit to install a septic system at Sol ( ate) (installer) ,Q _based on a design drawn by Id S►r ".. A t J' dated_Sr—/G (designer) x _ 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. ik OF /TFPIIEN ller's Si tore) stldt 0 w w Ne. /Of>61►L E� At esigner's Signature) (Affix Designer's tamp 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 DMSION. THANK YOU. Q.Health/Septic/Designer Certification Form 3-26-04.doc ��2007—003•0 1) TOWN OF BARNSTABLE ,r LOCATION 8y/ OId t'BS i2� SEWAGE# sc -!l L `TILLAGE ASSESSOR'S MAP&PARCEL 0-73 INSTALLER'S NAME&PHONE NO. i 2 YO c SEPTIC TANK CAPACITY , IT6U as I fif 1r3 LEACHING FACILITY:(type) 36 f!� (size) 2 X Z(a NO. OF BEDROOMS 3 OWNER 41,alrUwS Ad PERMIT DATE: S'S -O 5 COMPLIANCE DATE: ' Separation Distance Between the: Maximum Adjust ed,Groundwater Table to the Bottom of Leaching Facility rvA i 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/—►��,,e`t,� C dl. Prl �j L.L(- b3 yo au ft3 s�,f 3y s;,s �� sLe s TOWN OF BARNSTABLE L6CA-7iON , SEWAGE # JTLLAGE � l�i ASSESSOR'S MAP 6z LOT INSTALLER'S NAME .PHONE NO. /� ,c� - ,Q`//y,�Q - SEPTIC TANK CAPACITY LEACHING FACILITY:(type) /® (size) I NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER ®emu BUILDER OR OWNER DATE PERMIT ISSUED:. DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No I i 1'w tit t No. ©� Fee �Q y THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE MASSACHUSETTS ZIpprication for Migpont bpmem Conotrurtion Permit Application for a Permit to Construct( .')Repair( )Upgrade(X)Abandon( ) ;Complete System O Individual Components Location Address or Lot No. got Old ®v;f 1 e� Lm t Owner's Name,Address and Tel.No. Assessor's Map/Parcel M 6 7_3`& 400 _QU 3801 ale/ d o,S ,1171a� le�OIvoj Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 771-7S0Z c,c} /3 Cc•pe.w«ea fot-r_^-pi-i'ses S h►aaK A W , i°6 , Gow 7 63 /3c .- Alyz G 01w6-cr-v i f iae 6263 Z. 4r Type of Building: Dwelling No.of Bedrooms 'Zheec Lot Size 4✓. Y ZO sq.ft. Garbage Grinder VJ6 Other Type of Building e9tigst 11005e No. of Persons Showers( ) Cafeteria( ) Other Fixtures Ge,r! Design Flow '53c> gallons per day. Calculated daily flow �✓'3 c% gallons. Plan Date 16- Z062 Number of sheets 61.kw— Revision Date Title Size of Septic Tank /5Cd Type of S.A.S. Xcoe_k gZ Cf7Yimh-/-S 26'Y12 Description of Soil 2���. -la 5�+I lo�� 0'), P[aw Cps 1 Z, 59 6 Nature of Repairs or Alterations(Answer when applicable) 12W_ l�cc�. zui s lietis z dnj Date last inspected: ?�00-_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 io`place the system in operation until a Certifi- cate of Compliance has been issued by this Board of Health. Si a Date Application Approved b Date O f Application Disapproved for the following reasons �N dd Permit No. � Date Issued 00� �- No. ,� a ���: C�� � •�'� "� Fee THE"COMMONWEALTH;OF MASS`ACHbSZTTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWI OF 'ARNSTABLE, MASSACHUSETTS ricatiott for Mig°ogar *pgtem ConWttctibn Permit Application for a Permit toConstruct(. )Repair( )Upgrade( )(Abandon( ) EX'inplete System El Individual Components Location Address or Lot No', got 00 pUS/-'a L' lA Owner's Name,Address and Tel.No. Sfr,Wa'�f �ooG7lcJir+ � ' Assessor's Map/Parcel o�3//�G� d0& 00 3 got a/c/ Installer's Name,Address,and Tel.No: S'ZL'—S/OZ 9' Designer's Name,Address and Tel.No. 7 7/-7,5'O Z CGP�P_W%C: e 5t=pruH A i.,A.1sa, W 6 ' 43.x 7 40&wk r- Alyti Type of Building: Dwelling No.of Bedrooms fir« Lot Size 4 Zee sq.ft. Garbage Grinder AD Other Type of Building Ga c5 1/w�" No. of Persons Showers.( ) Cafeteria( ) ;&heir Fixtures Lq9'G Design Flow ?JJ ygallons per day. Calculated daily flow 33 gallons. Plan Date Y 16 74WI Number of sheets a na Revision Date Title Size of Septic Tank /SCyo.-.C- ,-Ilcow Type of S.A.S. cocti­1 Description of Soil , Ilc � Am Soi 1 Ion G C111 12(Cc✓1 ��— 1"Z, 51 G 1 Nature of Repairs or Alterations(Answer when applicable) Qz lane_ -CX1 s hE13 Date last inspected: �oo� 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. Sig Date Application Approved by Date 50Q/ Application Disapproved for the following reasons -tr <. Permit No. '/� Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compiiance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired( x)Upgraded( ) Abandoned( )by (A�1 , _A &I�j0✓,�e c. at g� l� e°s i� fLo-4\J has been constructed 'n a coidance with the provisions of Title 5 and a for Disposal System Construction Permit No. �' "�"/146ted Installer � ��� � '�> e, Designer ✓t _ The issuance of this rmit shall note be,construed as a guarantee that the syst m w I f nction d ig{ d- Date a o U ! Inspector �r� Imo., No. �`' >l Fee o d THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Migpogaf *pgtem Congtruction Permit r , Permission is hereby granted to Construc ( )Repair,( '41-)Upgrade( )Abandon( ) System located at �� 0�� roS� �✓1� e4 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 conditi9ns. �. Provided:Construction mu t be cXmpleted within three years of the da a of this Date: �/ A roved b PP Y V iTOWN OF BARNSTABLE ` LOCATION , D / old ?o A lLn d SEWAGE# 7-06E_ VILLAGE ASSESSOR'S MAP&PARCEL 7 3 /03 INSTALLER'S NAME&PHONE NO. eecv/dle P l �71 6�0,29 M SEPTIC TANK CAPACITY /000 /I /r10 ///U C LEACHING FACILITY:(type) (size) /0 X go X � NO.OF BEDROOMS .3 OWNER C6 lewn/— 7 PERMIT DATE: �- f0- �-�C5 COMPLIANCE DATE: L/ _t S - 2.00 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 C A��J i�� 6hv p C),.f CC C 3S 39 33 71 aL �0'7 4 3 i . 4 No. < i� 'i' Fee . THE COMMONWEALTH OF Mr� SAH;JSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLEa MASSACHUSETTS . 2pplitation for Oiopogal *potem tot 0ruct on' erMtt Application fora Permit to Construct( . )Repair(X)Upgrade( )Abandon( ) O Complete.System 5�Individual Components Location Address or Lot No. gay 1 o 1 eQ P.s f dQeQ �6c N1.f Owner's Name,Address and Tel.No: S-kta<,a aaecAwl-T Assessor's Map/Parcel 0-73/069-00 3 601 01 q I- 70 st /2d, L10 fv,j 02 k,3.5 Installer's Name,Address,and Tel.No. 57cs$-t/Z9-Y02 8' Designer's Name,Address and Tel.No. S09-77/- 7.5021<Wf/3 Croptw*. A It7itScri �.P� Ktt� .13oX, 7&.3 Nye � CeK1-crvlle ,lVl�ss 621o3Z ?$ PJ�r-W. .SF (-t c.r.n�s OZ�oe Type of Building: Dwelling No.of Bedrooms 26 ez-e Lot Size 6 Sf Y 20 sq.ft. Garbage Grinder(A46) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow //0 7,o wl4t wemev.. gallons per day. Calculated daily flow .33 e3 --gallons. Plan Date q— ?-- 2 C)d 9 Number of sheets b nOL Revision Date.' Title SG; � ��is�•� -,. Size of Septic Tank Type of S.A.S. .s90rs !®1x36�x Z�Iv- Description of Soil t?e?e .� �o 1 on 121 i j �- I Z,5/6 Nature of Repairs or Alterations(Answer when applicable) 12e 1'1ac.c- d1ts1-ribu, cH bex V,C*V1c tK sfihv Icach IQ It Q1-A r3-htec'- ,ac+-1, kkckinG C_kc.mlje r:e> - . 1 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 b this oard of Health. Sign e C� r Date Application Approved by D' J Date Application Disapproved for the following reasons Permit No. Date Issued No. �` Fee ,. 1 —4 JE'�COMMONWEALTH yv .OF1M S ACMUJSETTS A Entered in computer Y ri Yes PUBLIC HEALH DIVISION - TOWNS. BAISTABLEa MASSACHUSETTS ZIP'Wi lion fbt-Miop ogaY ,ipgte`' �lC6 Etructioft Permit Application for a Perm t to Construct( . )Repair('` Upgrade )Abandon( ' )` Complete System D ndividual Components Location Address or Lot No. 601 01 CA P-o QcQ �g�o fo,+ Owner's Name,Address and Tel.NO. 41 Assessor's Map/Parcel- -n 3.3/008-•00 3 'r 601 01 q� PO C A /Z�/���r>1 ul j 02 Installer's Name,Address,and Tel.No. So$-YZ8-11"4 8 Desi ner's Name,Address and Tel.No. 50$-77/- 7SOZ,<x/ / Ccvptw�� �Lnitr�ritcs s' �i'c�hc� U9 154"n 17ta• - ►Q o .K3 ax - &.3 132 Ic r fJ a ir' -• Cc.,lcrv�ILQ,illcss a263Z kf'! 78 �10.�IM. S� I-i a..vtty OZ6n! Type of Building:' Dwelling No.of Bedrooms —Ai-e-e :Lot Size . G S';-Z0sq.ft._ Garbage Grinder( N4, Other Type of Building St.,,�.��a�e��, ' No. of Persos Showers( ) Cafeteria Other.Fixtures r �' , r Design Flow W1,6-- a—r- gallons per day. Calculated daily flow 330 gallons. Plan-Date U ?— Zcx�7 Number of sheets o•� Revision Date ,., Title s �► s.4,r�o?,-� 4 ' Size of Septic Tank Type of S.A.S. Flo c s9ars 1 o iK3o,X z/Lit f ,• Desc ption of Soil 1?c Gr So'.1 Fc��,s an iple,h P�/2,5/6 rA� t f Nature of Repairs or Alterations(Answer when applicable) Q c n 1 c cx_ J(5 Hri b,,h G" box ��`GKl54fn� (c�c►h ;/J�4• CE Vtnt4cc w,+4, leAckln4 e k c,vm tge r-.s Date last inspected:'r t 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. Signed r C� r `Date Application Approved by / _ ® / 411 y. Date Application Disapproved for the following reasons Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance R ' THIS IS TO.CE TIFY, that the On-site Sewage Disposal System Constructed ( ) Repaired ( b4 Upgraded{ ). Ab idoned( )b Pt Is.") ate' of vLj 6us� � .a -r' has b en constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. ated Installer CAQe,,;.J� �pt;�+� ld Designer "_R4g0_kZ t. W 9 The issuance of this permit sha)l not b lccoonnstrued as a guarantee that the s s't m` tion as designed. Date Ll ) v 1 Inspector ._ No.-----/—� ------------------------Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION . BARNSTABLE., MASSACHUSETTS 1=i.5po,$al *pstem Con trUction Permit Permission is hereby granted to Construct( )Repair( &�-Upgrade( )Abandon( ) System located at Sol OLj eon— RTa.� �'� �•• . 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:Constru iotl must b co feted within three years of the date of this pcfiitm Date: Approved by Town of Barnstable Regulatory Services Thomas F. Geiler,Director - 16396 Public Health Division D � Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office:. 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 7 JY 0 Sewage Permit# Zoos-O&S Assessor's Map\Parcel 073 o0r003 Designer: 5, yh d U.[son Per Installer: C b Address: 138X4- .. 046 Address: Pa . (Gym 7463 78 Ncr!�tt . r d.»-Vis Cc�'�•ti�lie 02�3 On yAa zaos tipsyi d6L P,kfJerises was issued a permit to install a (date) (installer) septic system at 801 0Ick PO 3�t_ ca+„',t based on a design drawn by (address) 5 1P1►�K A. Wr l s ; n� dated- &_//-0 (designer) X 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. _ r?<Dc�z Q STEPHEN tiG ALLYN staller's Si afore) WTI-SON No.30216 s (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 BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form 3-26-04.doc. 2.009..nei _i.,. .. i TRANS.NO.: CITY/TOWN: C', t t APPLICANT: ADDRESS: ez DESIGN FLOW: 3 3 a gpd REVIEWED BY: DATE: rf N/A OK NO Legal boundaries denoted [310 CMR 15.220(4)(a)] v/ y Street,Lot,tax parcel number and lot number noted on plan[310 CMR.15.220(4)(u)] .. Locus Provided[310 CMR 15.2204(t)].. Plan proper scale? (1"=40' for plot plans, 1"=20'or fewer for s components) [310 CMR 1 S.220(4)] /~_ o' Easements shown j310 CMR 15.220(4)(b)] System located totally on lot served [310 CMR.15.405(.l)(a) for upgrades]-i not, a variance is required 310:CMR 15.4.12 4 . 4 [ O] _ Location of impervious surfaces (driveways,parking areas etc. 4 [310 CMR 15.220(4)(d)] P g ` � Location all buildings existing and proposed 310 CMR 1.5.220(4)(c)] Ff Location and dimensions of system components and reserve areas. [310 CMR 15.220(4)(e)J System Calculations [310 CMR 15.220(4)(0] daily flow :<, : . . t/ septic tank capacity(required and provided) soil absorption system(required andprovided) whether system designed for garbage grinder North arrow [310 CMR 15.220(4)(g)] Existing and proposed contours [310 CMR 15.220(4)(g)] ✓. Location and log of deep observation holes(existing gradeel.-on'; ✓. each test) [310 CMR 15.220(4)(h)] i Names of soil evaluator and BOH representative(310 CMR 15.220(4)(h) and(i)) Location and date of percolation tests(performed at proper. elevation?) [310 CMR 15.220(4)(i)] = Percolation test results match loading rate? [310 CMR 15.2421 Certification statement by Soil Evaluator[310 CMR 15.220(4)6)] rf Observed and Adjusted groundwater(method for adjustment given or indicated) [310 CMR 15.103(3) and 310 CMR 15.220(4)(n)] Address Sheet 1.of 7 i N/A OK NO Location of every water supply,public and private, [310 CMR 15.220(4)(k)] within 400 feet of the proposed system location in the case of surface water supplies and gravel packed public water supply V within 250 feet of the proposed system location in the case VV within 150 feet of the proposed system location in the case of private water supply wells Location of all surface waters and wetlands located up to 100 ft. beyond setbacks listed in 310 CMR 1.5.211 and any catch basins located within 50 ft. [3.10 CMR 15.220(4)(1)] Water lines and other subsurface utilities located [310 CMR 15.220(4)(m)] (if water line cross see 310 CMR 15.21l(1)[1]) V Profile of system showing invert elevations of all system components and the bottom of the SAS [310 CMR15.220(4)(o)] Stamp of designer,[310 CMR 15.220(1)and 310 CMR 15.220(2)] Stamp of Registered Land Surveyor(required if construction activities within 5 ft. of lot.line) [310 CMR 15.220(3)] Test Holes adequate(two in each of the primary and reserve unless trenches as permitted in 310 CMR 15.102(2)or as V . approved for an u gradeunder LUA at 310 CMR 15.405 1)(k)] Test hole adequate to demonstrate'four feet of suitable material? . [310 CMR.15.103(4)]. Test Holes.adequate to confirm adequate groundwater separation? . [310.CMR 15.103(3)].; Benchmark within 50-75 :of system [310 CUR 15.220(4)( ] Materials specifications noted?.[vanous sections of 310 CMR 15.000] System components not>36" deep(unless Local Upgrade ,Approval or LUA re nested),[310 CMR 15.405(1(b)) 1 Address Sheet 2 of 7 • i N/A OK NO - 'w .-rc... .�.._..;:.-'.'.."'- -�—� '�n"_'—�xw.a--•-"-�'---��.a.a.,sA�-.�� t... ,'''�2,�-asp.^-`�. `i..�.,'x��.:ts._.:_". Size OK? [310 CMR 15.223(1)] Inlet tee located ten inches below flow line[310 CMR 15.227(6)] 6/ Outlet tee 14" or 14" +5"per foot for increase ft depth[310 CMR 15.227(6)] f/ Outlet tee with gas baffle or approved filter[310 CMR 15.227(4)] Note regarding installation on stable compacted base[310 CMR 15.228(1)] Separation between inlet and outlet tees(no less than liquid depth) [310 CMR 15.227(2)] Inlet/Outlet elevations at least 12"above high groundwater (except as described 310 CMR 15.227(5))or permitted for ✓ upgrades under LUA[310 CMR 15.405(1)(k)] Minimum:cover 9." (Tanks buried more than 9"must have risers on all openings and on the d-box) [310 CMR 15.2228(1) and 310 (� CMR 15.232(3)(f)] Three access covers(inlet and outlet must be 20" or greater) middle access at least 8" (by 7/07) [310 CMR 15.228.(2)J v Access to within 6 of grade -one port for systems<1000gpd; two for.systems>1000 gpd[310 CMR 15.228(2)] All at-'grade covers secured to unauthorized access? [310 sGN1R: �� / 15.228(2)] > 10.ft from building foundation[310 CMR'15.21.1(1)] Buoyancy calculation R uired/Done 310 CMR 15.2218 H-20 Where appropriate? [310 CMR 15.226(3)] 1 Setbacks from.resources[310 CMR 15.211] • ; 4 Required when other than single-family.dwelling or flow>•1000. - s gpd[310 CMR 15.223(l)(b)] First compartment 200%daily flow; Second compartment 1.00% daily flow [310 CMR 15.224(2)and(3)] "U' pipe through or over baflle,.outlet of each compartment with gMoe as baffle or approved filter[310 CMR 15.224(4)] Address Sheet 3 of 7 f - i N/A_ OK NO MME Located at least ten feet from any water line? [310 CMR 15.222(2)] Disposal piping at least 18"below water line(when water and sewer cross,see 310 CMR 15.211(1)[1]) Cleanouts required/provided? [310 CMR 15.222(8)] Thrust blocks specified in force mains? 310 CMR 15.221(6)(c)] Slope of sewer line not less than 0.01 (1/8"/ft) 0.02 preferable [310 CMR 15.222(6)] Proper pitch on all runs? (.005 within gravity-distributed trenches and beds) [310 CMR I S.251(9) and 310 CMR 15.252(2)(c)] Siphon problem/(leachfield below pump chamber) Endca s or vent manifold specified? Size and orientation of discharge holes specified. (not smaller than 3/8" not larger than 5/8") [310 CMR 15.25.1(8)and 310 f/ CMR 15.252(2)(h)J Materials specified (310 CMR 15.251(5)specifies various pipe types allowed) a. • r m Stable compacted base[310 CMR 15.221(2)and 310 CMR a ; Splash plate or baffle tee requiied on irilet/provided?(when. pressure sewer to d=box;or steepitch of gravity sewer 310: :.- w s D gr . ty ) [ . CMR.15323.(3)(a)J Riser if deeper than 9" [310-CMR;15.232(3)(0] Inside.num dimension_l2'.':[310 CMR l5.232(2)(b)] Minimum;sump 6" [3*1 0 C''15:232(3)(e)J 440 : Watertight cover:if<2000gpd),waterproof manhole if>2000gpda ✓ _ [310 CMR 15.232(3)(d)J :: .... . Capacity(emergency storage above working—design flow)?::[310 , CMR 231(2)] +✓ Proper setbacks [310 CMR 15.211 (same as septic tanks)]' Watertight 207in numum access manhole at least 20"MUST BE TO GRADE[310 CMR 15.231(5)] Service components accessible(not too deep with piping, disconnects accessible). Alarm.floats-alarm on circuit separate from pumps specified? Exceeds two units must have two pumps operating in lead-lag mode. [310 CMR 15.231(6) and(8)] Stable Compacted Base [310 CMR 15.221(2)] Buoyancy calculations needed? Provided? [310 CMR 15.221(8)] Address Sheet 4 of 7 : i i i N/A OK NO Calculations correct? r/ 4 feet of naturally occurring material demonstrated? [310 CMR 15.240(1)) Required separation to groundwater?[310 CMR 15.212)] Aggregate specified as double washed[310 CMR 15.247(2)] . System Venting required/provided? (system under driveway or. >36" deep) [310 CMR 15.241] Inspection ports specified and within 3"final grade? [310 CMR 15.240(13)] Breakout requirements met?(No violation of breakout elevation within 15 ft of SAS unless barrier) [310 CMR 15.211(1)[4] and Guidance Document] Chambers and Gal: in:trench configuration supplied with inlet every 20 ft. {_310 CMR 15.253(6)] Each structure with one.inspection manhole(if>2000 gpd must be to grade)[3.10 CMR 15.253(2)]; Aggregate l.'minimum-4'maximum:[310 CMR 15.253(1)(b)J 6000 2'.sidewall credit maximum[310 CMR 15.253(1)(4)]. In bed configuration, inlet every 40 s .`ft. [3l0 CMR 15.253(6)] POI Width 2'minimum 3'maxiih :[3',1'0 CMR 15:251(1)(b)] 100 feet -maximum length[310 CMR 15.251(1')(a)] L/7 r Minimum separation 2x effective.depth or width whichever greater(3x if reserve between;trenches).(310,CMR 251(1:)(d)] Situated along contours 31O CMR 15:251 2 g [ ( )] Breakout OK? [310 CMR 15,21 Y(.1)[43:and Guidance Document]hN , s-' '�., 01^.->.w.fxr :.,i.X'4. minimum 2 distribution lines[310 CMR 1eTW 5..252(2)(a)] Maximum separation between lines.6'[310 CM R15252(2)(d)] ". Maximum separation between lines and outside ofbed 4' [310 CMR 15.252(2)(e)) Aggregate depth below discharge`prpes 6"minimum, 12" ' maximum. [310 CUR 15.252(2)(g)] Separation between beds 10'-minimum. [310 CMR 15.252(2)(f)] Bottom area used in calculations only[310 CMR 15.252(2)(i)J Address Sheet 5 of 7 r N/A •OK NO Pressure Dosed System ? Provided pump and piping , o calculations as required[310 CMR 15.220(4)(r)] V Pressure dosing required on all systems>2000gpd or alternative Systems under remedial approval [310 CMR 15.254(2)and UA ✓ Remedial Use Approvals] If used in gravelless system-make sure jet is directed as not to scour soil interface[Guidance Document] Inspections once per year(systems<2000 gpd)or quarterly (>2000gpd) good to note on plan[310 CMR 15.254(2)(d)J v Construction in fill -Did the plan specify that the fill shall meet the specification of 310 CMR 15.255 3O? 1/ P Impervious barrier and/or retaining wall?.[Guidance Document] Impervious barrier installation must be supervised by designer [310 CMR 15.255(2)(b)] Retaining wall must be designed by Registered Professional Engineer [310 CMR 15.255(2)(a)] 1/ Side slope not exceed 3:1 ? [310 CMR 15.255(2)] Breakout requirements met? [310 CMR 15.252(2).and Guidance Document] , < j At least 5;ft. from impervious_barrier to edge of SAS (10 ft. V recommended) [310 CMR 15.255 (2)(e)] _ .. � .'� .�: ._.. ;:�._...,,x .._`_.��IY)��E��'�• ,�.:-,,.�.;�:z � �r,��-=� '��•�'-���--ter� _ �', Check DEP Approval letters for credits and design conditions,i { If used with pressure dosing do not.all ow.pressure;discharge il �. to scour so interface... ... . r �`���u-` .+e� `�t�aflee' zS�em � �}�wVfv�tf•' - .�`�'.�'g"'• - 'a;�-�� •-•,�� .s.z`��, �r i, Was DEP Approval Letter provided and/or.have you r reviewed the le{ter for conditions. Is1he technology being.properly applied and does rt meet DEP A royal Conditions? r Is:there a note on the plan.regarding the requu ement for . . perpetual maintenance agreement? . . Any alarms involved on separate circuits rlie Did the applicant submit an operation and maintenance manual? ' - Has applicant submitted a copy of a maintenance 7. ; Are,the variances listed on the plan? [310 CMR.15 220 (4)( J RLS Stamp necessary on plan if a component is within five- f feet of property line [310 CMR 15.412(4)] New construction or increased flow proposed- [Refer to 30 Y, CNM 15.414] Address Sheet 6 of 7 i I � . I NIA OK NO Is the system in a Designated Nitrogen Sensitive Area(Zone II for a public supply well)? [310 CMR 15.214, 310 CMR 15.215 and 310 CMR 15.216-also refer to Policy regarding upgrades of such existing systems] Is the system proposed on the same lot as served by private well ? , [310 CMR 15.214(2)] v Are the nitrogen loads proposed in compliance? [310 CMR , 15.216(1)] - z - , ate....^ �' '•".r `-z—'`�.�-�-' -7asok.,.,.'�._ zr,"."- ,-�,.- MF ^_rT•a�^�,�.� . Pumping to septic tank? [310 CMR 15.229] Shared System [310 CMR 15.290] 4, As s: } i ' • . .. .. - .. is ,. - Address Sheet 7 of 7 i g TRANS. NO.: CITYPTOWN: k- APPLICANT: C�oy�2�a'►h ADDRESS: t Ory1 �2�Q DESIGN FLOW: gpd REVIEWED BY: c5 DATE: H 0 N/A OK NO Legal boundaries denoted 010 CMR 15220(4)(a)] Street;Lot,tax parcel number and lot number noted on plan[310 CMR.15.220(4)(u)J Locus Provided(310 CMR.152204 t OJ Plan proper scale?(1"=40'for plot plans, 1'�-=20':or fewer for components) [310 CMR 15.220(4)] , Easements shown[310 CMR 15220(4)(b)j - System located totally on lot served[310 CMR.15.405(1)(a)for upgrades]-i not, a variance is required [310.-CMR 15.4.12(4)] Location of impervious surfaces(driveways,.parldng areas etc_). [310 CMR 15220(4)(d)J (/ Location all buildings existing and proposed 310 CMR .1.5220.(4)(c)J Location and dimensions of system components and reserve areas. 1310 CMR 15.220(4)(e)J . System Calculations [310 CMR 15220(4)(01 daily flow septic tank capacity(required andprovided) soil absorption system(required andprovided) whether system designed for garbage grinder ✓ North arrow [310 CMR 15.220(4)(g)] Existing and proposed contours[310 CMR 15220(4)(g)) . Location and log of deep observation holes(existing grade el.on each test) [310 CMR 15220(4)(h)] ✓� Names of soil evaluator and BOH representative[310 CMR 15220(4)(h) and(i)J Location and date of percolation tests(performed at proper elevation?) [310 CMR 15.220(4)(i)j Percolation test results match loading rate? [310 CMR 152421 Certification statement by Soil Evaluator[310 CUR 15.220(4)6)) Observed and Adjusted groundwater(method for adjustment given or indicated) [310 CMR 15.103(3) and 310 CMR- 15220(4)(n)J Address Aal 0,,C f3 <:. Sheet Lof 7 • N/A OK NO Location of every water supply;public and private,[310 CMR 15.220(4)(k)] ✓ _ within 400 feet of the proposed system location in the case of surface water supplies and-gravel acked public water supply within 250 feet of the proposed system location in the case ✓ within 150 feet of the proposed system location in the case of private water supply wells �✓ Location of all surface waters and wetlands located up to 100 fI beyond setbacks listed in 310 CMR 15.211 and any catch basins located within 50 fL [310 CMR 15.220(4){1)] Water lines and other subsurface utilities located[310 CMR II 5.220(4)(m)] (if water line cross.see 310 CMR 15211 1)[1J) Profile of system showing invert elevations of all system components and the bottom of the SAS [310 CMR15.220(4)(o)] . of desi Stam p gner.[310 CMR 15.220{1)and 310 CMR 15.220(2)] Stamp of Registered Land.Surveyor(required if construction activities within ft. of lot.line).(3 10 CMR 15.220(3)] Test Holes adequate(two in each of the primary and reserve unless trenches as permitted.m 310.CMR 15.102(2)or as approved for an upgrade under LUA at 310 CMR 15.405 1 Test hole adequate to demonstratefour feet of suitable material? . . [310 CNN 15.103(4)] Test Holes.adequate to-confirm adequate groundwater separation? [310 CNIR 15.103(3)) Benchmark within 50-75'of system[310 CMR 15.220(4)( ) Materials specifications noted? [various sections of 310 CMR System components not>36" deep(unless Local Upgrade App, )valor LUA requested) [310 CMR 15A05(1(b)] Address_ 'r'=/ „ , Sheet 2 of 7 w A K NO Size OK? [310 CMR 15.223(1)] Inlet tee located-ten inches below flow line[310 CMR 15.227(6)] Outlet tee 14" of 14"+5"per foot for increase ft depth[310 CMR 15.227(6)] Outlet tee with gas baffle or approved filter[310 CMR 15.227(4)] Note regarding installation on stable compacted base[310 CMR. 15.228(1)] Separation between inlet and outlet tees(no less than liquid depth) [310 CMR 15227(2)] Inlet/Outlet elevations at least 12"above high groundwater (except as described 310 CMR 15.227(5))or permitted for CMR 15.405 1 ( )(k)J upgrades under LUA[310 Minimum cover 9" (Tanks buried more than 9"must have risers on all openings and on the d-box)[310 CMR 15.2228(1)and 310 CMR 15.232(3)(flJ Three access covers (inlet and outlet must be 20"or greater) middle access at least 8"(by 7/07) [310 CMR 15.228_(2)) Access to within 6 " of grade -one port for systems<1000gpd, two for systems>1000 d[310 CMR 15.228(2)]All at-grad secured to unauthorized access? [310 CMR 15.228(2)] ; > 10 ft from building foundation[310 CMR 15.211(1)] Buoyancy calculation Required/Done[310 CMR 15.221(8)) H-20 Where appropriate? [310 CMR 15.226(3)).- Setbacks fronixesources[310 CMR 15.211] Required when other than single-family dwelling or.flow>1000 , gpd 310 CMR 15.223(1)(b)J First compartment 200%daily flow; Second compartment 100°fo daily flow [310 CUR 15.224(2)and(3)] "U"pipe through or over baffle,-outlet of each compartment with gas baffle or approved filter[310 CMR 15.224(4)] Address _ Sheet 3 of 7 N/A OK NO BD 7t-N�� A p 3 � Located at least ten feet from any water line? [310 CMR 15.222(2)] Disposal piping at least 18"below water line(when water and sewer cross, see 310 CMR 15.211(IN 11) V Cleanouts required/provided? [310 CMR 15.222(8)] Thrust blocks specified in force mains?310 CMR I5.221 c Slope of-sewer line not less-than 0-01 (1/811/ft) 0.02 preferable [310 CMR 15.222(6)] f Proper pitch on all runs?.(.005 within gravity-distributed trenches and beds) [310 CMR 15.251(9)and 310 C VM 15.252(2)(c)] Siphonproblem/(leachfield below pump chamber) = Endcaps or vent manifold specified? Size and orientation of discharge holes specified? (not smaller Than 3./8" not larger.than 5/8") [310 CMR 15.251(8)and 310 CMR 15.252(2)(h)] Materials specified (310 CMR 15:251(5)specifies various pipe .types allowed) (� . - Stable compacted base[310 CMR 15.221(2)and 310 CMR Splash plafe of ba fle tee required on inlet!provided?(when pressure sewer to d-box or steep pitch' 'f gravity sewer)1310 CMR 15.323(3)(a)] Riser if deeper than 9" [310 CMR 15.232(3)(f)J Inside minimum dimension 12" [310'CUR 15.232(2)(b)] - Minimum sump 6" [31.0 CMR15.232(3)(e)] Watertight cover if<2000gpd);waterproof manhole if>2000gpd[310 CMR 15.232(3)(d)]_ : ..-_ .-- _ . '_ w ..�-.4,+,c.,..ut�.a T.. ������.r.E.,da�.� Capacity(emergency storage above working--design flow)? [310 � L CMR 231(2)] Proper setbacks [310 CMR 15.211 (same as septic tanks)] Watertight 20-in minium,access manhole at least 20"MUST BE / TO GRADE[310 CMR 15.231(5)] Service components accessible(not too deep with piping, disconnects accessible) Alarm floats-alarm on circuit separate from pumps specified? - Exceeds two units must have two pumps operating in lead-lag mode. [310 CUR 15.231(6) and(8)] Stable Compacted Base[310 CMR 15.221(2)] Buoyancy calculations needed?Provided? [310 CMR 15.221(8)] Address Sheet 4 of 7 i e n N/A OK NO 8�1�"�=$SQP' ����' �r Calculations correct? 4 feet-of naturally occurring material demonstrated?[310 CMR 15.240(1)J . Required separation to groundwater?[310 CMR 15.212)] Aggregate specified as double washed[310 CMR 15.247(2)] System Venting required/provided? (system under driveway or >36" deep) [310 CMR 15.241] Inspection ports specified and within 3"final grade?[310 CMR 15.240(13)] Breakout requirements met?(No violation of breakout elevation within 15 ft of SAS unless barrier) [310 CNM 15.211(1)[4] and Guidance Document] Chambers and Gal: in trench configuration supplied with inlet every 20 ft- [310 CMR 15.253(6)] Each structure with one inspection manhole(if>2000 gpd must. be to grade) [310 CMR.15.253(2)]. Aggregate.l.'.minimum--4'maximum. [310 CMR.I5.253(1)(b)] 2:sidewall credit maximum_: 310 CN%15:253 1. a 1.0 ,j In bed configuration, inlet every 40 sq..ft. [310 CMR 15.253(6)] . �- .T: :-=�--��'-'�-• _ :S� �r- •�a--r��,�-sc ^ram Width 2'minimum 3'maximum 310 CMR 15251 1 100 feet-.maximum length.[310 CMR 15.251(1)(a)] • •. . Minimum separation 2x effective,depth or width whichever greater(3x if reserve between trenches)_1310 CMR 251(1)(d)] Situated along.contours [310 CMR 15.251(2)] :. Breakout OK? [310 CMR 15 21.1(1)[4].and Guidance Document] DU minimum 2 distribution lines [310 CMR 15.252(2)(a)J Maximum separation between lines 6'1310.CM R15.252(2)(d)] Maximum separation between Imes and outside of fed 4' [310 � . - '• CMR 15.252(2)(e)J Aggregate depth below discharge pipes 6"minimum, 12" maximum. [310 CMR 15.252(2)(g)J Separation between beds 10'minimum [310 CMR 15.252(2)(0] Bottom area used in calculations only[310 CMR 15.252(2)(i)] � Address - / ' Sheet 5 of 7 N/ OKNO Pressure Dosed System ? Provided p and g PP i in -�1 pump calculations as required[310 CMR 15.22 04 ( )(I Pressure dosing required on all systems>2000gpd or alternative systems under remedial approval [310 CMR 15.254(2)and I/A Remedial Use Approvals] If used in gravelless system-make sure jet is directed as not to scour soil interface[Guidance Document] Inspections.once per year(systems<2000 gpd)or quarterly (>2000gpd)good to note on plan [310 CMR 15.254(2)(d)] Construction in fill -Did the plan specify that the fill shall meet the specification of 310 CMR 15.255(3)? LZ Impervious barrier and/or retaining wall? [Guidance Document] Impervious barrier installation must besupervised by designer [310 CMR 15.255(2)(b)] t Retaining Wa1l must be designed by Registered Professional Engineer [310 CMR 15.255(2)(a)] Side slo a not exceed 3:1 ? [310 CMR 15.255(2)], Breakout requirements met? [310 CMR 15.252(2)and . Guidance Document] At least 5 ft.from impervious barrier to edge of SAS,:(1.0 ft.: recommended)[310 CMR 15.255.(2)(e)) r 3 Check DEP Approval letters for credits and design conditions If used with pressure dosing do not allow pressure discliaige to scour soil interface r.. .� - Was,DEP Approval Letter provided and/or have you reviewed.&letter for conditions? = fs the technology being properly applied and does;it meet all DEP A proval Conditions? Is there a note on the plan regarding the'. quirement for . .' Pe rpetual maintenance agreement? Any alarms involved on separate circuits Did the applicant submit an operation and maintenance manual?. t� Has ap licant submitted a copy of a maintenance r�rti - _ Are.the variances listed on the plan? [310 CMR 15.220 � " (4)(q)J �r - RLS Stamp necessary on plan if a component is within five - feet of property line [310 CMR-15.412(4)] New construction or increased flow proposed-[Refer to 310 CMR-15.414) E� Address Sheet.6 of 7 1 _ N/A OK NO Is the system in a Designated Nitrogen Sensitive Area(Zone II for a public supply well)? [310 CMR 152147 310 CMR 15215 and ! 310 CMR 15.216-also refer to Policy regarding upgrades of such existing systems] Is the system proposed on the same lot as served by private well? f 1310 CMR 15214(2)] V Are the nitrogen loads proposed.in compliance? [310 CMR 15216(1)] { r Pumping to septic tank? [310 CMR 15.229] Shared System -310 CMR 15290 Address SO/ D Sheet 7 of 7 COCAT10N r� �p��::._ EWA_C`E PE;R 41T NO. Pbs V I L L A C E T A L l E R'S NAME' i ADDRESS IN S B U I L D E R OR OWN ER DATE PERMIT ISSUED ' DATE COMPLIANCE ISSUED _ ✓ F Ao s C)o 9 l Qar b� THE COMMONWEALTH OF MASSACHUSETTS p BOARD OF HEALTH �(�✓ ow.r,................OF......!>C>'V— 0.b1 e.......... 1' Appliration for Biipusal Works Tons#rudiun lirrmi# Application,is hereby made for a Permit to Construct (X) or Repair ( ) an Individual Sewage Disposal System at 5. ©r�ZA P ^ L tipn-A��;ress or Lot No ................»....».» ...._•--....�_...�..X..x ......................•.... ......................................................»-......................................... O � -ner Address W � . •--•--••-•••-••............................... ....._........... Installer Address o Q O 1 Type of Building 2 Size Lot......_._...i...............Sq. feet't' : .- Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) `4 Other—Type T e of Building No. of persons............................ Showers fir YP g --•---•--------•--•---•-•--• P ( ) — Cafeteria ( ) a, Other fixtures -------•.......................•---••-•.........._ W Design Flow..............-5a......... --gallons per personggr Oy. Total sly flow...............••-•---•------....-•---•... loi WSeptic Tank—Liquid*capacity��'�..gallons Length............ Width:----,.:?... Diameter:............... Depth..... _. .. . x Disposal Trench—No..................... Widths..... Total Length.___...;.... Total leaching area.__...;..=.........sq. ft. 3 Seepage Pit No....... ............. Diameter...t..�_ .Depth below inlet. .....:. Total leaching area- 9.:ss�-€t. ,�,Ip Other Dos Z Percolation Distribution Result) Performed byin _`( ""'K.._,. ...:e :................. Date._ �.�.2 .`8 .......:..... a Test Pit No. 1.. -.__mmutes per inch Depth of Test Pit.....�__�_..._. Depth to ground water.1h0"" f� Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ ai........... .... .......................... O Q - 2 " c�ctm S�b��:11.....2 ._1G�rr G� �.-: . Description of oil_.. ...c.. .. \ '►._..... 0.V1� .. ......................................Q CN1.�� ....{ Gh . Uw ..........---- ........................------•--.........•-----•-�---........---...._.....------. -•------...........-----......-..._....---..........-..--•---. Nature of Repairs or Alterations—Answer when applicable............................................:....:............................................ ........................... ....................-....................-...........................-.......................................0............................. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of 5 of the tate Sanitary Code— The undersigned further agrees not to place system in operation ut it a tificate of pliance has n issued by the board of health. Si ned.... = � — Ee npplication Approved BY------� ......................................-----•-----.._..._.._._......_..........._ -•----- .._._....._...---••----...... . Date Application Disapproved for the following reasons:...................................0..................... ..........................0....................... ----•-••......................•-••---•........._......---•-•••----...............---••--•--•--•---•.................................._...................•................•......... ....... .--------- Date PermitNo..................................-...................... Issued..._......................................_.............. Date Fic �TOE'COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ow r�................OF. . # .......t- 5-�a.bl.e .►�......3 �0 Appliratilan for Dispasal Works T austrudiun i1erutit •` Application is hereby made for a Permit to Construct (x) or Repair ( ) an Individual Sewage Disposal System at ecmi •...............__...._„. .... -, ----..... - ....._..--• •----.._.. ..----•----•-----....-------- ---...------.....------_.. Location-AddTess or Lot No. .... ......._.._. ice...... l . . ------------------------••--•---•---------- ------....._.....------......------........ .---.......................................... w O ner Address r ............................................... .......-----------•-----......---------------•--------......-----..............--•--............. Installer Address Type of Building 2 Size Lot.�6.a9 ..Sq. feet+ �-. Dwelling—No. of Bedrooms...:........................................Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building a YP g -•---•--•------•--•--------- No. of persons............................ Showers ( ) — Cafeteria ( ) Q Other fixtures .... WW ........................................ / ----••---.... ..........._... �.�Design Flow..............5 .....................gallons per person-ir qay. Total daj ow........ .........................._..... -t-o�Septic Tank—Liquid*ca acitY!P�_. allons Length._-._.g�:.... Wlh �-.. Diameter------••-----... Depth.. - - x Disposal Trench—No..................... Width'._.._ Total Length......_b..... Total leaching area....................sq. ft. 3 Seepage Pit No......1............. Diameter..10.e Depth below inlet. ..e .. Total leaching area5i.1 :�ftf-k. G)O Z Other Distribution box (�,) DOM taa C, aPercolation Test Results Performed by.. ._ q�r h ..:. ..:..erg................... Date.. A J 2n 8 M Test Pit No. 1_.' z...minutes per inch Depth of Test Pit._..�_...6...... Depth to ground water..��!^ ....._ . eVICa%jAl erect 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a ---.......-- • -----•. k....................T -- �bSo ++•• Description of oil... O'2°�'__ 1oav+n S .r24 56 i G�e�h tme.ci. ;,... ; ....... �.... .!?_�. USo.�n $e e. act,e cL �a r, `_..... W p ......................•--•--•--...... ...... ------------------------•--•-•---..._...•-----.....----------•---•-•----••----•--••---------------••----•-------•......_...........•-----------•••-------................---------..........------...... V 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: T `' p I LE 5 of the;State,Sanitary Code= The undersigned further agrees not to place the:system in operation until a ertificate of Compliance ha{.been issued by the board of health. .�vi� R�r - � Signed ......... .... ?: r.- .��?................... AyPPlicatio Approved BY... Q J'7 to / Date Application Disapproved for the following reasons:-----•------...--•---••---------------•--------------...........-----------.................................... --••--•--------•......................•--•--•---•---....-----...---.................---..................---....------•---•••--•....------•----..._..........---•---------•------•-------.....----...... a Date PermitNo....................................................... Issued..........................:............................. Date �. ) w�_r. �' ham-..,.�,--..+r.t- R.-•--.-a'-^.x-s.rs.,*.a.y-,.,.x�ma•.o:+w... .,�'_.. :.^ �...""' _ -Y,s+r-, .:: �.....-eya.s.•.+x x!e..=ec.�:'b�-'-:r^'!.+ •—y�'s:,.+m+-.^-- ,.n-. -:- . .cam. —. ;: =--.- THE COMMONWEALTH OF MASSACHUSETTS r Tal,' 1 ' { f4 FV l T' BOARD OF HEALTH ..........................................OF..................................................................................... Tertif rate of T autphattre THIS IS,TO CERTIFY, That the Individual stem Sewage Disposal S- 'constructed or Repaired g P �' (�(") C ) ................ ....�........................-••---•----........-•-------•-----.............---------............r- ...........----•-••--•-----.... b y....-r -..._.�..y.._•. Installer at....... a _.. �J.c -.. L��,; . ...... Buz�.............................................................. ..... has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No.... '1_-. •!..' ............. dated......1.10 ............................. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONS UED AS A GUARANTEE THAT THE SYSTEM WIL UN TION SATISFACTORY. DATE........... . . . �1... 5.------................:......_:....._. Inspector........ ....... THE COMMONWEALTH OF MASSACHUSETTS $OARD OF HEALTH .............OF............_........... Z boo No.....> �'.2/ Fes........................ Dispasal Works Tunstrttrtuan Frrutit' Permission is hereby granted �,�-�--( -----•--- ---------------•-------------------.....---.......----....................----••---.......................---...... to Construct or Repair ( ) an Individual Sewage Dis oral System atNo......... ----- ------(?'..-------C .F. .......................••---.......----.....-•---.................................:....... Street as shown on the application for Disposal Works Construction Permit o.�s..`��... Dated.._.)=Z ..................... �, ���v.. F .._ ................. . ... Board of Health ^-.... „ DATE........................... i_. ••...... . I e 1. 5 Town of Barnstable � 1►+E r � Regulatory Services d , Thomas F. Geiler,Director . anxxsrnst e M^SS. $ Public Health Division 1639. ♦0 . . Thomas Mclean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: s zo og Sewage Permit# Assessor's MapTarcel A 073 ��/ Qa9—oo3 Designer:` Sbt k,,. tJZ�N ram_ Installer: Address: r3a.�., Address: Pot 807. 74,3 7T k3cy..444 Si-. {�.asNN�'s. 02lipl er-&-Afc.wk 62432. On ZW was issued a permit to install a (date) (installe septic system at Sol 01A y�L" eQJt . Co 4., + based on a design drawn by (address) SisptuN• A W:I s ICE . dated Y—/G - 2ool (designer) X 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. Q 11 l R!a YN Okstaller's Si ture) C WKSON No.3M a 9TE! esigner'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 BARNSTABLE PUBLIC HEALTH DMSION. THANK YOU. Q:Health/Septic/Designer Certification Form 3-26-04.doc (�Zoo'-003:O/) I k><. NOTES: t70 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS Z 2C-O'(EXISTING) (EXISTING) &DIMENSIONS IN THE FIELD , 2.) CONTRACTOR TO 1;ERIFY ALL INTERIOR&EXTERIOR MATERIALS, rn DETAILS;&FINISHES IN THE FIELD WITH OWNER W!� 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT Q 0 oN N Exlsr EXIST EXIST FIRST FLOOR TO BE 6•-B"ABOVE SUBFLOOR to § EXIST EXIST EXIST 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS On IW- � STATE BUILDING CODE,SEVENTH EDITION w N 12 12 5. 116MP Wo H EXPOSURE B WIND ZONE,1.50 ASPECT RATIO co � ',..)' w Fx o Ln 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY F_ W EwST 7.) THE NAILING SCHEDULE ON SHEET A4 TO BE FOLLOWED WITH NO EXCEPTIONS. oMa• EXIST. B.) SEE CERTIFIED PLOT PLAN DEVELOPED BY BAXTER NYE ENGINEERS FOR ALL LIVING DETAILS ON THE EXISTING PROPERTY EXIST. $-) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL SUNROOM 4= SIMPSONCOMPONEN75 e N 10.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS TO BE 3000 PSI M EXIST . 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE DURING FRAMING CONSTRUCTION 12.) THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA,EXPOSURE"B" _ &WITHIN ONE MILE FROM NANTUCKET SOUND PER SATE OF MASSACHUSETTS WIND SPEED MAPS �+ EAST 3''(r 13.) GLAZING PROTECTION PER 780 CMR 5301.2.1.2 TO BE PLYWOOD PANELS I I EXIST 1- CLOS H/LLF WALL I HALL ` - EXIST. - EXIST 4 x 4 CASED ON NEW FRENCH j j POST ` POCKET DOOR 1 0 (? LIN 26 xse I EXPANDED RE-USE PLYWOOD/OSB PERCENTAGE PER WFCM 110 MPH EXPOSURE B GUIDE,: ST EXIST EXIST. SUNROOM SLIDER (VAULTED CEILING) j BLDG.DIMENSION BLDG.SIDE REQUIRED% PROPOSED% EXIST. EXIST BEDROOM B W FIRST FLOOR RIGHT SIDE 30% 44% BATH A4 L FIRST FLOOR FRONT 151/6 75% E O 4 b a NOTES: �'CUSTOM 1.USE 3"EDGE NAILING&12"FIELD NAILING SPACING ON ALL WALLS 2.1.60 ASPECT RATIO � HowER UP ANDERSEN � EXIST. (FLAT CEILING) M � , - Yis _, � ROOF SHINGLES TO L BATH ;; NEW /� MATCH EXISTING L_ ' 11X'CDX PLYWOOD SHEATHING W p BATH A4 iu 2 x 10 RAFTERS ``� 150 FELT PAPER U U LIN. EXIST. 2-SIMPSON H25 HURRICANE CUPS WIND WASH 3'0'WIDE ICENVATER SHIELD TW 2&16 BEDROOM - ANDERSEN BARRIER f�l - ALUMINUM DRIP EDGE 5'-10' 6'-2 i,k -- O FASCIA TO MATCH EXIST. STRAPPING PoDEXIST. UZ SUM B (/? CLOS. , F i `-SOFFIT TO MATGREVST. TYP.2 x 4 WALLS 1 RIEZE BOARD TO MATCH EXIST, O TF��--� EXIST (DETAIL AT WALL SCALE:112"=T-9' r o 0 II NOTES: 0 1-SEAL ALL JOINTS,SEAMS,&PENETRATIONS IN THE BUILDING ENVELOPE TO REDUCE AIR LEAKAGE 24'-O' SEE SECTION 6106.3.3 IN THE STATE BUILDING CODE SCALE: (EXISTING) 1r-0' 1/4"= 1'-O" s FIRST 'FLOOR PLAN I HEDATE: ERR RSION OMISSIONS SHALL S AM IFIED FOUND O ANY 1/2/2009 ERRORS OR OMISSIONS ARE FOUND ON / LEGEND. THESE DRAWINGS PRIOR DI START CONSTRUCTION.THE BUILDING CONTRACTOR WILL BE RESPONSIBLE FOR THE CONTENT DRAWING NO.: IN THESE DRAWINGS IF CONSTRUCTION Q EXISTING WALLS COMMENCES WITHOUT NOTIFYING THE DESIGNER OF ANY ERRORS OR OMISSIONS. CONSTRUCTION TO BE REMOVED THESETOR PROPERTY ARE LELVFG iERUS THE E ON THE PROPERTY NOTED ANY OTHER USE OF NEW CONSTRUCTION THESE DRAWINGS REOUIRESTHEWRITTEN CONSENT OF THE DESIGNER THESE DRAWINGS ARE PROTECTED UNDER THE ARCHITECTURAL Al COPYRIGHT PROTECTION ACT OF 199M �S W C�7 WCa� Q Q to C-4 N �� WCV� ��Qao00 W xoTn .. 12" - NEW RAKE 8 TRIM BOARDS - TO MATCH EXIST EXI BOARDS TO MATCH - . OFM III����LUUJ TO MATCH EXIST NEW SHUTTERS TO FM MATCH EXISTING I NEW W.0 SHINGLE SIDING TO MATCH EXISTING - - FRONT ELEVATION U 0 NEW ASPHALT SHINGLES - 12- [� TO MATCH EXISTING - - _ EXIST NEW FASCIA 8 FRIEZE BOARDS TO MATCH EXIST. �j cn ® ❑ ❑❑❑ o O FFH � � SCALE: 1/4"^ 1,_Y. DATE: RIGHT SIDE ELEVATION _ 1/2/2009 DRAWING NO.: (EXISTING) (EXISTING) z 4 4 � Ul rn Q ¢ON N Woo EXIST. = �x Dux' CRAWLSPACE F CRAWLSPACE ro F p p°�a 4 DRILL 8 PIN NEW FOUNDATION P.T.2x 10 LEDGER BOARD LAG BOLTED TO m TO EXIST FOUNDATION WALL SOLID BLOCKING W/()LEDGET BOTH ENDS TOP 8 BOTTOM 16 o.c,W/JOISTS HAN EXIST. BASEMENT NEW' DIA CONC GRADE- IBES 3,-c TO 4'0•BELOW GRADE.USE SIMPSON ABU 44 POST BASE 0 f u z b oO e % 2_NEW 1 ' N � f 8 CRAWLSPACE a a b vaj (r CONCRETE SLAB) e ul d (u B � N = A4 a o 3 A4 O [i p EXIST. NEW g 3-2x 10s I f a Z I NEWP.T.2x8 3@i6'oc.BASEMENT CRAWLSPACE �g (r CONCRETE SLAB) o & o 4 I -I—NEW W CONC FOUND WALLSw TO MATCH MST. - 1q S OOM FOUND 0 a r A ol A4g —z 3 -- —� I A4 o v I-^—NEW W x 18'CONC FOOTINGS REMOVE EXIST.BASEMENT BASEMENT SOUR BLOCKNG ^ WINDOW 8 INSTALL CONCRETE WINDOWW/ INTHEFIRSTTWO rT U 3=6` T 3'-6' BLOCK TO FILL SPACE WELL JOIST BAYS @ M+1 r 4B•o a INSTALL 5/8'ANCHOR BOLTS AT 5W o o MAX. W/SIMPSON BPS 5/8-3 BEARING PLATES - PLACE BOLTS WITHIN 6'-16'OF EACH CORNER AND TO A 8 MINIMUM DEPTH - - y 1r-o• - -, � � � Q 1S INSTALL SW ANCHOR BOLTS ATSB'o c MAX ANCHOR BOLT PLAN g W/SIMPSON OLTSWI5/8.3BEARINGEPLATES FOUNDATION PLAN- o PLACE BOLTS WITHIN 6'•AR OF EACH CORNER AND TO A B•MINIMUM DEPTH 1—J 00,0 to _ iElSCALE: b, _El 1/4"= F-0„ INSTALL 6V ANCHOR BOLTS AT&T oo MAX 5B'Z. SIMPSON BPS 5B•3 BEARING PLATES PLACE BOLTS WITHIN W.Is'OF EACH DATE u CORNER AND TO A B'MINIMUM DEPTH 0 1/2/2009 = PT 2 x 6 SILL0 SEALER DRAWING NO.El- SE 1 ANCHOR BOLT DETAIL ANCHOR BOLT DETAIL SCALE:1/2"=f--W A3 NEW ROOF CONST. v a ROOF RAFTERS @ 16'o.c CDX PLYWOOD ROOF SHEATHING -ASPHALT ROOF SHINGLES 16LB.FELT PAPER 8-HI-R BATJ INSULATION ' 4) @ SLOPED CEILINGS(R-M g, -9'GATT INSULATION cm 0 FLAT CEILINGS(R� OO cV -2x 12 RIDGE BOARD(UNLESS OTHERWISE NOTED) 12 t�D q' -SIMPSON H 25 HURRICANE CUPS ALL RAFTER ENDS - Q AT R ND 32 m 72 Ch -ICIJWATER SHIELDAT BOTTOM NEW 2x 6's 16'oc -PROPFA VENT BETWEEN RAFTERS - U)w N^, W -Oo La]x o cS, x NEW2x Fs 16'oc TOP OF PLATE TOPOFPLATE 0 m xQ SONT ALUMINUM SOFFIT VENTS 2-2 x ID DOOR HEADER NEW WALL CONST. Z Z EXIST. NEW 1.2x6STUDS@16'ac EXIST. EXPANDED BEDROOM BATH 217 PLYWOOD SHEATHING BEDROOM SUNROOM 3 6-(R=t9)BATT.INSULATION o L� NEW 9'BATT 4.17 GYPSUM BOARD < PT 2x V&@16"oc r INSULATION(R-M 5 W C SHINGLE SIDING - f4 VERIFYEC NO NEW 3/4'T VAPOR BARRIER FIRST FLOOR&G PLYWOOD 6.TYVEK VA- D FO r _ISUBFLOOR-GLUED&NAILED SUBFLOOR W/OWNERS _ FIRST FLOOR kI FV RI EXIST 2x8'5 A 16'oc namNEW 2x ift@ a SIMPSON LSTAIB FROM SILL TO PLATE,@1Coc. 00ST.2x Be 16'oc. SUBFLOOR 4-PT.2x We NEW2x10ro@16'oc. NEW PT 2x6SILLW/SEALER NEW NEW2-PT 2x IM CRAWLSPACE NEWWCONC CRAWLSPACE EXISTFOUND WALLS EXIST BASEMENT TcoNc.sLAB BASEMENT rcoNc SLAB a NE'W 8'x 1S-CONC FOOTINGS P T 2x 10 LEDGER BOARD LAO BOLTEDTO - 60UD BLOCKING W!((2)LEDGER LOK BOLTS NEW P T.q x 6 POSTS ON 1T ISoa W/JOISTS HANGERSATBOTHENDS NEW IT CIA CONC 60NOTUBES TO 4'D"BELOW GRADE USE SIMPSON ABU 44 POST BASE A BUILDING SECTION NEW BATH B_ BUILDING SECTION 0 EXPANDED SUNROOM NAILINGSCHEDULE INSTALL THREE FULL HEIGHT STUDS&TWO JACK �( STUD AT EACH SIDE OF ALL ROUGH OPENINGS 110 MPH EXPOSURE B WIND ZONE Q E"' JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING W O WINDOW r r 1 ROOF FRAMING. BLOCKING TO RAFTER(TOE NAILED) 2-Bd 2-10d - EACH END 2x 4 WALL - RIM BOARD TO RAFTER(END NAILED) 2-16d 3-16d EACH END WALL FRAMING: JACK STUD TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d AT JOINTS (ROUGH OPENING) 0 STUD TO STUD(FACE NAILED) 2-16 d 2-16d 24"o.o n' BEARING r�11 HEADER TO HEADER(FACE NAILED) 16d 16d 16' � STUD FLOOR FRAMING o.a ALONG EDGES D E TA I L (LOAD O" ^ ^A L - Fri JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-10d PER JOIST BLOCKING TO JOISTS(TOE NAKED) 2-6d 2-10d EACH END Q BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK ^ LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d - 4-16d EACH JOIST JOIST ON LEDGER TO BEAM OE NAILED) 3-8d 3-10d PER JOIST INSTALL TWO FULL HEIGHT STUDS&TWO JACK (1 STUD AT EACH SIDE OF ALL ROUGH OPENINGS Q BAND JOIST TO JOIST(END NAILED) 3-16d 416d PER JOIST BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDD 2-16d 3-16d PER FOOT O O ROOF SHEATHING: WINDOW WOOD STRUCTURAL PANELS(PLYWOOD) RAFTERS OR TRUSSES SPACED UP TO 16"o c 8d 10d 6"EDGE/6'FIELD 2 x 4 WALL RAFTERS OR TRUSSES SPACED OVER 16"0 C. 8d 10d 4"EDGE/4"FIELD GABLE END WALL RAKE OR RAKE TRUSS W!O OVERHANG Bd 10d 6"EDGE/6"FIELD GABLE END WALL RAKE OR RAKE TRUSS 8d 10d 6"EDGE/S"FIELD JACK STUD W/STRUCTURAL OUT LOOKERS (ROUGH OPENING) SCALE GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4"EDGE14"FIELD - CEILING SHEATHING: STUD DETAIL (NON-LOAD BEARING WALL) GYPSUM WALLBOARD ER 1/4"= D Sd COOLS — 7"EDGFJ70"FIELD WALL SHEATHING DATE: WOOD STRUCTURAL PANELS(PLYWOOD) 1/2/2009 STUDS SPACED UP TO 24"o c 8d 10d C EDGE/1T FIELD 12"&25/32"FIBERBOARD PANELS 8d — 3"EDGEW FIELD 12"GYPSUM WALLBOARD Stl COOLERS — rEDGElIU'FIELD DRAWING NO.: FLOOR SHEATHING WOOD STRUCTURAL PANELS(PLYWOOD) I"OR LESS THICKNESS Bd 10d 6"EDGE/12'FIELD GREATER THAN I"THICKNESS 10d 16d 6"EDGE/6"FIELD i -. (EXISTING) (EXISTING) - yy ram+ ram-. • . <.N N 4 Q�Q�� �W�ool lc� 002 EXIST.RIDGE TYP. BUILT 2B C LT o ER9®, 00 M TO BE BU OVER A,NN ROOF U IJ STRUCTURE II — — I B Aa O INSTAL FAN 4 SOLID 2 x 8 BLOCKING IN THE OUTSIDE VENT BATSIDE TWO RAFTER dCE1LWG JOISTBAYS VENT TO OUTSIDE p w ®40'o o,ALLOW SPACE FOR AIR Q p FLOW ON THE UNDERSIDE OF ROOF 11 SHEATHING � a 00, C.7 (EXISTING) ADDInO ) SCALE: 1/4„= 1,-0" ROOF FRAMING PLAN DATE: NOTES: 1/2/2009 1.) ALL ROOF RAFTERS TO BE 2 x 10's UNLESS OTHERWISE NOTED DRAWING NO.: 2.) USE 2-SIMPSON H 25 HURRICANE CLIPS AT ALL RAFTERS ENDS 3.)VERIFY GUTTER TYPEJLAYOUTA5 WJ OWNERS 1 i 1' 1 SECTION - SEWAGE ' �Qti - a Be f2! -mn 1E0 RR2T aD�L�N -SEPTIC TANK - - "D"'BOX - LEACH TOP OF FDN AP-4 (MSQ* "2"OF IraTO WASHEDSTONE / �� 45.4 _ 45 U w d4' SX i I IN• Io ocZ G O UETL EV. IN OUT 367 8IN ,rf.G SEPTIC .o• . �, ♦ a!y e i� �. �Q.3 40ELEV. �E4 TANK tt3aS E . ELEV.3'7.05 3 Qg� �( ELEV. ELEV. 2♦I� Z♦ ELEV •- p 1 ':p l o, � 10.6o GA G .. OF 3/4"-11/2" ;rSEpT WASHED STONE J -`rl 4 i� P2oP !i TEST HOLE LOG '7 o P# -,:;­I9 (1[ 7C ,,D W E LL ^O .TEST BY �.F0.1r�ahK,p•e. �•Gi-F'�C�rcl'�'.f3ctrn5.�� WITNESS I TEST GATE I 1 2d 4 `-Al \ —�—� DESIGN z BEDROOM HOUSE T.H. # 1 T.H. # 2 (LDS WoR� t,�M)T O0' ELEV ELEV. 39.4 ♦♦ PERC RATE . �� MIN/IN. DIS OSER DISPOSER TI36= � �38 24 374 FLOWRATE 220(GAL./DAY) Z2o 39 — a6 clean SEPTIC TANK 22o x (IS)= 330 _ _ _ _ -a2 tr,ed. REQ'D SEPTIC TANK SIZE 1 OCR -r '�; - 28� r o-F. fine LEACH FACILITY 5•F• sand SIDE WALL 'll'xlox�o= .188.4(2•S) = 4'll.o G/D. ` BOTTOM Tr x C1o>2/_ _ 18.5( I.o ) _ '18.5 TOTAL 2GG.,-'I S49•S G(O VEGETATED BANK (ST♦S(SLE) N W ♦, USE: one- LEACHING ►� - W. !... I-1� WATER ENCOUNTERED NOTES: (UNLESS OTHERWISE NOTED) Os 1. DATUM(MSQ_TAKEN FROM._-----____.____------------- p` � shy'' `C\\1ARi!L QUADRANGLE MAP 2.MUNICIPAL WATER AVAILABLE ARNFH. . 3.PIPE PITCH: 44"PER FOOT OJALA Cl (` 4.DESIGN LOADING FOR ALL PRE-CAST UNITS:AASHO- -44 cGa 4) `� CJAIA �' ' b `C 1 CIVIL �r::' DISTANCE AS CERTIFIED r� i� S.MIN.GROUND COVER OVER ALL SEWAGE FACILITIES: (1) FT. 30792 ¢( {�cb..48 No. {z` 6.PIPE JOINTS SHALL BE MADE WATER TIGHT 7.CONSTRUCTION DETAILS TO BE ACCORDANCE WITH COMM.OF MASS. ABC �STtR(�O � yA � �� SITE PLAN STATE ENVIRONMENTAL CODE TITLE 5 E , �!- d OLQ POST S OAD �t7irnL tip`' �L • LOCUS: BA'RNSTABLE CC oTv IT) , MASS. REG.PROFESSIONAL ENGINEER I I REF: 1 = flow# Cape eft r/4� PREPARED FOR: ��H 51 �V I=LL t � CIVIL ENGINEERS LANDSURVEYORS ------------ BOARD OF HEALTH . 'r SL REG.LAND SURVEYOR n CONTOURS (EXISTING)------ SA4ZNSTAf3l.E �Z8 1Aait1 _W (PROPOSED)—O—O -0'0— APPROVED DATE IMA YwM�..YA, SCALE l - �`� �2 12 8 DATE -. I . DAw 090 10 (PROPOSED ADDITION) i 0 It �7 1iJ {J vW i -- IR041 PIPE FOUNo � 2 , � r `�`�;fa�� ',f; F x a' ;;�-; GENERAL NOTES : ,�_ e c 1.) THE INTENT OF THIS PUN IS M DETAIL THE PROPOSED WORK AT THIS SITE f 2) LOCUS IS OF 4 7.' �Q� In Gsr o�r'" LOT 5 18. W . �� p"•'- ���r�� ;t�\ p p► 0, aaa �' ` 'e� ` ��ti }1 • BARNSfA�F ASS�OR'S MAP 073 PARCEL 008/003 O a .� ' >�� SI iE ist,nd � ,�,� LOT 5 (PUN BOOK 401 PG 57) J UPLAND: 63,020 SF r '' �' _ DEED BOOK 6931 PAGE 175 WETLAND: 2,400 SF vt Ss �o U n IssKella �; t f r TOTAL AREA: 65,420 SF �� `a' 7 ` ' m 0 O� ! �Q� i OWNER (PER ASSESSORS RECORDS}: APPLICANT, C, \ PER RECORD PLANMARROWS LWrED w m, N t Q Y ,.. •tr^ n t ,I p r /i i C• r '��J.l 801 OLD POST ROADf 1 l V 7 O _\ r l rf r r= I j r C/o COGENT LIMITED STEWARD GOODWM �► �a - _ ._.,.,.r.�.:X,A. , P.O. BOX 409 SARNIA HSE Le TRl1CH10 COTUIT, MA., 02635 ST. PETER PORT Q Q� •�:w 1 P I S Q LINE DIRECTION DISTANCE .o }��'yJ1 f z S e .• � • ,, ��,- (�JERNSEY,»GY 1 3WA' J L1 N 383 W 14�3 $�i w =y� \ St ro �� •t_ 6 _ 48,8 x 48.f> � n- N� S 3832 OO E 9. a :" ..� i l �� Timefi 7Fn, G0i • 't ',\ •i n� PROJECT LOCATION: 801 OLD POST ROAD O a/�� ` _ �Y?• O X .-fir ���� " f ""r Ns( 'r rf r4Ci.M / �j..•J l'�t\t} -.��'k r' d x. WIVII► MA., VLV.Jd Ov R-30.00• ?' o rt+oov�►s, ` r�SC! - k, �j ,�•�ti`ii//�„ 3.) DATW. NGVD RM-11 48.3 x 48,, rd••ch. \ .�. %-r 13' +?�•S9' C � � NOISY, 13 �:• Boe`x o ��,•• _ � 6, 1 3`�j, Pt BENCFANRK: IRON PIPE FOUND q0. Ion '- - �! S v!$! t�,Z!- o l i ELEV. - 29.35 F s AS SHOWN ON THIS PLAN 47. 4 x 47.7 ''�� ° �c p RON PIPE FOUND T O LOCUS MAP Scale: 1'x 47, //,,�� �, 2000' 4. `,�5�� � �► �' 48.?_ �Q'� � ) ZONING DfSIRICT• RF R�d tid ABM LOT AREA - 87,120 SF Ia c Ct MINIMUM LOT FRONTAGE - 150' x 47.2 °D x 48.5 ,�S 'a MINIMUM FRONT YARD SETBACK - 30' �-� 80L LM-DATE 912311Osa x 47.6 ! 46 MINIMUM SIDE AND REAR YARD SETBACK - 15' BARNSTABLE BOH AGENT: �,� A L M Y PLACE �w 7.8 MA)VAN BUILDING HEIGHT - . DONNA MORANDI, RS ~�J c / RPbo ovtREA DISTRICTS O� / 5.) A TITLE SEARCH WAS NOT BEEN PERFORMED FOR THIS SITE IF DETERMINED STEVE TO BE NECESSARY A TITLE SEARCH SHALL BE PERFORMED BY OTHERS. WI f �SOIL EMLUA TP �1 x \Aw 47.6 44 TEST PIT 1 TEST PIT 2 � ' �. �� � �,P mR .. 47.7 �w // �d,?, TOP OF BANK � � / 1 �2 6.) THE PROPERTY INFORMATION 0�OF PLANS AND DEEDS. TION SHOWN 6 BASED ON (�1RROVf AVM,ABLE RECORD ON G.S.E. = 47.4 G.S.E. = 47.2 � �, t, M. �''r.�. Y PVC FORCE MAN 50 �� t NIPPIE \w PA I I T & PLUG EXISTING OUTLET � 28 IRON PIPE FOUND 7.) THE EXISTING HOUSE SHOWN HEREON WAS OBTAINED FROM AN ON THE GUM FIELD �' 1 34 SURVEY PERFORMED BY BAITER NYE EKING & SURVEYING ON ,LANLIARY 19, 2009. 0 0 x 7.3 . 32 30 ` EL = 29.35 NGVD 2' 2' v 1d^ x ? 1 Av \ J LEACHING SYSTEM 0 38 36 1251, RBA OM FEATURES SHOWN ON THIS PLAN WERE TAKEN FROM 'SITE PLAN'AT 801 OLD vi r (PROVIDE 47 VENT) \ \ 0 Ap ; TOMB 4/2 Ap ; TOMB 4/3 R� jp I ` POST ROAD.. PREPARED BY BAITER & NYE; NG DATED FEBRLAARY 24, 1995. SANDY LOAM SANDY LOAM 47.0 x. I i 100'l j 15 FLOOD ZONE A13EL 12 &) COMMUNITY PANEL NUMBER: 250001 0018 D 112 THE FLOOD INSURANCE RATE MAP DEFINES THIS ARIA AS ZONE: 4• 5• 7.0ry sC'7,Q Sr STONE WALL t� ` I {i I �, A13 (EL 12) & C B ; TOMB 5/4 •!� F SON / 1 t f f BOTTOM OF BANK MENTAL B ; IOYR 5/5 �� '' f A�'1?�lY 5 9.) SANDY LOAM SANDY LOAM �N 7 0 �` 4i EXISTING BEACH HOUSE • SITE IS NOT WITHIN AN/ 1?b , '-vaE uoE m „� I I f / ` A.0 EC. (AREA OF CRITICAL ENVIRONMENTAL CONCERN). 12' 12" �', I I / AND DECK • SITE IS PARTIALLY WITHIN AN AREA OF ESTIMATED HABITAT OF RARE WILDLIFE PER f I C; IOYR 5/6 C, IOYR 5/5 �j 46 UGE-'' /EXISTING l�p�f ,,� 11 �i I 1 � � MAP OCTOBER 1, 2008 TS'IIMATED HABITATS OF RARE WILDLIFE' USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS 310 CMR 10 MEDIUM SAND MEDIUM SAND / �r i I APPROX MHW 2-8-95 ( ) 120' ELEV 37.4 126' (ELEV 36.7) PROPOSED ,500 S r + 'J I 11 O 1 t•30 AM • 'CERTIFIED VMJAL POOLS.'SITE DOES NOT CONTAIN A CERTIFlED VERNAL POOL PER NH1E5P MAP OCTOBER 1. 2008 P CHAMBER O D-BOX EXISTING I I ;/ 1 NO WATER OBSERVED NO WATER OBSERVED (/ N --� 1 Q • INV. 35.Ot Q / I 1 I • SITE IS PARTIALLY WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER 1. 2008 O 120' O 126" �? -� �` TM'I°RIORTTY HABITATS ENOIIWGERED SPECIES F RAW SPECIES" FOR SPECIES UNDER 8, u''k�p -� 4 F Sn ) 1 ACT. REGULATIONS (321 CMR 10). 4` AND S- a �iLY 0 S1, �- -r l l i • SITE IS NOT WITHIN A STATE APPROVED ZONE 0 GROUND WATER RECHW2GE >> / PROTECTION AREA. " TEST PIT 3 TEST PR 4 � �� , �vc / � 1 ; r1 , I m G.S.E. = 42.5 G.S.E. = 42.5 �, / 1 m SUPPLY. EIS NOT WITHIN A TOWN DESIGNATED ZONE OF CORITRIBUMN TO A PUBLIC WATER 3 0 0 40 / / / ' • SITE IS LOCATED WITHIN A ZONE OF TO A SALTWATER ESTUARY (BOH 20 2' PROPS / / 5�5' 1 EXISTING STAIRS REGULATION). Ap ; TOMB 2/2 Ap : tOYR 2/3 / AD017IO I / �(l 1 ; AND LANDINGS ,� 10.) UlTLI1Y MF0RMA1fON SHI(1fAM HERE*./ I DE BOARDWALK .THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND UTILITY COMPANIES • SANDY LOAM " SANDY LOAM DESIGN SCHEDULE ELEVATION �/bH FIND f I�r� i S / 11 I ' Tip LOCATE ALL DMNG UlIU71M AT LEAST 72 HOURS PRIOR TO THE START OF TOP OF EMSTING FINISHED FLOOR 5 6 EL 37.92' NGVD 8 skips/ I 1 I I I CONSTRUCTION. THE LOCATION OF EMSTING UNDERGROUND MWIRUCTURE; UTILITIES, EXISTING BEACH HOUSE CONDUITS AND LINES ARE SHOWN N AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED M B ; TOMB 4/4 B ; TOMB 4/3 /� D � / i I� APPROXIMATE SEWER INVERT AT FOUNDATION 35.0 4i UMIT OF + 11 , } ' ; AND DECK THOSE SHOWN HERON AND HAVE BEEN RESEARCHED BASED ON THE AVAILABLE UTILITY SANDY LOAM SANDY LOAM • ! 1 APPROXIMATE SEWER INVERT INTO SEPTIC TAW 34.8 b 36 WORK I I ' I / f m RECORDS NOTED HEREON. THE CONTRACTOR AGREES To BE FUMY he FOR ANT'AND 10" 11' APPROXIMATE SEWER INVERT OUT SEPTIC TANK 34.5 Za ti� 341 1/ II ' I ^dm 3, ALL QAMAGES WHICH INFRASTRUCTUI?E UNTIES OCCASIONED IF A FFA ONDMONS DIFFERS�T�LOCATE SAID C, 1OYR 6/5 C, 10YR 3/5 INVERT I MP CHIAtrIBER ey m� `V� /' ' 1 ' l l S INFORMATION, THE CONTRACTOR SWW. NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE MEDIUM SAND MEDIUM SAND FORCE MAIN INVERT OUT 34.15 ? •�'� / I/ / i I ... ..:-1 . ;:.:•. ,_.•... :. 120' (ELEV 32.5) 126' (ELEV 32.5) SEWER INVERT INTO DISTRIBUTION BOX / // / l i ``'• : ' t:t - J .• . ,: .. ;-•.�.�:�:-.,.•.. •ELE'C1RIC LINE NFDftWT10N PER NSTAR ELECTRIC WI FAx DATED 1/20/09 SHOWS THAT LOCUS S FED 32 / I 3' __'~ " 8' r '' 4' 10' UNDERGROUND OFF POLE 1303/2• POLES 1303/1 AND 1303/2 ARE FED BY OVERHEAD WIRES FROM 84/38, SEWER INVERT OUT OF DISTRIBUTION BOX 38,1 `• ' ,� , BUT THERE WILL BE AN IMDERGROUND RISER COMING DOWN 1003/2 TO FEED THIS SERVICE NO WATER OBSERVED NO WATER OBSERVED SEWER INVERT INTO LEACHING SYSTEM 39.E / • . -.; ' O 120" O 126' BOTTOM OF LEACHING SYSTEM 37.E m "" <'' `: i •NGAIER LINE SHiOWN ON THIS PUN IS APPROXIMATE AS PER INFORMATION RECEIVED FROM THE OOIUTT WATER 28 / � . DEPARTMENT FAX DATE 1/17/09). WRIER TABLE: NONE OBSERVED AT EL 32.E �i / � m 3 3 LeachingArea Requirements / L •LOCATION OF SEPTIC SYSTEM SHOWN ON THIS PLAN IS APPROXMATE AND Ls BASED ON INSTALLER CB/DH FN / EL - 29.84' NGVD / / i TIES. SEWAGE PERMIT No. 85-328 - COMPLIANCE ISSUED: 06-05-1985. INFORMATION VIA FAX I CERTIFY THAT ON APRIL 1995, I HAVE PASSED THE SOIL EVALUATOR � 20 / / // � 3i � DATED- JAMAARY 22. 2009 FROM BARNSTABLE BOARD OF HEALTH• EXAMINATION APPROVED BY THE DEPARTMENT OF ENVIRONMENTAL 3 BEDROOMS AT 110 GPO/BEDROOM = 330 GPD } 0 m PLAN OF PRECAST LEACHING CHAMBERS PROTECTION AND THAT THE ABOVE ANALYSIS WAS PERFORMED BY ME 15 1 �I NO SCALE •AS PER NATV AL GRID MAP S02549 DATED 1123M. NO GAS SERVICE IS SHOWN TO HOUSE CONSISTENT WITH THE REQUIRED TRAINING. EXPERTISE AND EXPERIENCE ? �1 DESCRIBED IN 310 CMR 15.017 NO GARBAGE GRINDER TOP OF BANK ? f, ' Olm OLD POST ROAD, COW, MA. SIGNATURE DATE MAhIHOLE FRAIME AND OF PERC RATE = 2 /1 MIN. / INCH (CLASS 1 ) $0, 4 yi ouNDEGRADE T) L m (- - LIAR = 0.74 GPD/S.F. i MIN. LEACHING AREA OF SAS. : I t ti7�1 B BOTTOM BANK I P �� LOCATIONF OR ���,,,, 330 GPD/ 0.74 GPD/S.F. = 446 S.F. MIN. ST APPROX MHW 2-8-95 m '_ , • j •`; _ ��- .a .Y. ,.• !L•.7: rt.^.. m :�.•,r: Ay:S..i.s'�%�=•.i^> `!'•.•x's .:i....�,..-.:�.j"i.•�l N..� Sari O ,,. AM T- 1 s•�;. 801 OLD POST ROAD l PROPOSED SYSTEM: SIDEWALL. 10+30 2 2 160 S.F. '"-1 y ;/f-: -x t n v 's `, t. �lt� ( )( )( ) r 24 -"r'F:'C�f - .:.,,}✓,t!e ~•t iYr'm•;. �� 'R;r ' . .4:. a:,• '" ,",•' srnNE COTUIT, MA BOTTOM 10 X 30 = 300 S.F. e�r�yyr,��.���. t,e�lu .+� "; ,,� " ' • r,;_ d CrrW/17G DEPTH 1• P �4 � ,�:/ ,_v V. •w 14 lit li'� t.,..:?'f�!:m.�. �•••�.:��``�4 i��. .} -•t „'i-••�.��..r:�S•.7'•y-.•�.i.L�•�.•wryr: .��i;. .. 1 TOTAL = 460 S.F. - c<.,r_.�, '_ - 'T r , �� . tier: .; Y r ,n �r;,!„�,:r•.;• !�" r r :h: Ztrl-J i• •�: S;..it }{:.`.•� ?.. ,--," '3J'�•• :::,,.->'*c , , ,E,�::��:q,;,w; . .�J��..,..,,<,._..:r •?t;' PREPARED FOR o '•,�'��' ` 1 DOSING D FLOOR = 3&3' "��++ J CONCRETE FLOI► DIFFUSOR DETAIL STEWARD GOODWIN s ,�.,---- � �- 'No SC" „ALE SYSTEM PROFILE _....---' o SEPTIC SYSTEM UPGRADE FNLSFiIcD GRADE NOT TO SCALE G RW_B �CA'TK11�6 Q �r;= : '? RISERS AND COVERS 24' OIA OPQJfIG (AMW M 6' BELOW GRADE) RAISE WOU TO FM HED EQUIPMENT PUMP SYSTEM COMPLETE WITH ALL EQUIPMENT AND CONTROLS SHALL t PROVIDED M GRADE " '� TIGHT BAXTER NYE ENGINEERING & SURVEYING 9' MN.-3r MAX COVER RM t COVER AND TIONS HEREIN. INFORMATION t- ( FM6SEFD GRADE OVER TANG 39.0t ' o ,r ADAM OOIIEit M 6'BELOW GRADE WTH RISER THE PUMPS SHALL BE RATED TO DELVER O `~' 2SLOKI �m a�eOER FOR DRA O+K1 50 GPM O A TOTAL DYNAMIC NEAR OF 13.3 FEET Registered Professional �" '`4 & CAPABLE OF PASSING 2- DI► SOLIDS. Engineers and Land Serve ors � APPIROX. f.�, 3 min. FINISHED GRADE OVER D. B00( � 40.0� 3' #. 4' SCH. 40 PVC y.•.:.,;. ,.. :'•.'•:' .•�s:• ; •• FMrYSTFD CRlAOE q� THE PUMP SYSTEM SHALL BE THE HYDROMATIC I EL. 35 E 4 SCH. 40 PVC ML�3�.15 _ LBO" rRr:Na+ . 41.o-4zo 78 North Stree 3rd Floor Hyannis,MA 02001 ' O 2.oz r _ NON-CLOG SEWAGE EJECTOR PUMPS MODEL � � Y � } SKV40-1550 RPM 1 230 VOLT OR 2.ox 10• Mrrl 04 . _ 2 sTDaAGE , a• I / EQt>w Phone-(508) 771-7502 Fax-(508)771-7622 o ! 10" C! TEES 14• - � �F - _ THE PUMPING TO BE PROVIDED AS A 0- *' 1 rIFEP HOIF 187 GALS, PIMA M41.82 g" COMPLETE SIMPLEXING PACKAGE, TO INCLUDE THE • (min) Cover HYDROMATIC HYDR-O-GUIDE RAIL SYSTEM FOR A o ` '. CHECK vALVE ti• PUMP OFF EL-31.3l NSTALL TEE ON KEr F9517 r (TO BE LEVEy 36' (max) COYef CONCRETE ACTUPUM F1�CATIo s nUdfxUdR BUT O •!: ; 374 GAS LAW WAIN ALARM Ei,•MM ' ��2�_� ( , 30 0 30 60 REWMCED CM RETE " 187 OILS ELP2G.82 I 4'SCxi. 40 PVC 1� CONCRETE FLOW DFFUSOR CONNECTION NOT LIMITED TO: WATERTIGHT ACCESS WATCH o r 7,"+"}.3. .- r» tf .f " .+ •;' .: K#W N 36.3 1 x GUIDRAIL, DISCHARGE ARGE ' N 4• DIA PVC 77-77 . LI�nNc cEwNs, MouNrNc �YFia�T�' SCALE IN FEET ``6' CRUSHED 1" 6 . NV OUf•3s.1 "� ,••;•• PIPING). APROMDED FOR PANEL OR EQUAL _ 9M t>IAI101 PIMP q lAl�i STONE BASE GRFJM THAN 1 DAY �,;' ' o n o 0 o n o o INTERIOR BUILDING SCALE: 1" = 30' Y EXISTING 1,00E GALLON SEPTIC TANK STORAGE PROVIDED ABOVE r r• »Y r ,. !.: MTV. N-3a.0' T:+" '': '_' = - :T' ::�'': ! ".,:' _' r :,:; MOUNTING MEETING THE SPECIFICATIONS PROVIDED DATE. 6-11-09 �'T1C TANG QIOIt10l.tT1'IC) HIGH wmaER ALARM e64 !MY > 33o GAL ` . •:'•i •.. j; WITHIN THESE PLANS. REPAR TEES AS FM:EDm TO BE MISTMLLED ON A LEVEL STABLE SASE ( F 12 >..;•i i, ,;'• .i :+' / INSTALL GAS BAFFLE AM �FLIIENT IXTER N OUTLET TEE •' •' :•;a.• } _ .. .' :..- ._` REV. DATE REMARKS CONTRACTOR TO SUBMIT PUMP CURVES AND w PROVIDE FOR 4 DOSES PER DAY jf►' - 1)�' EL 37.0' MANUFACTURER DATA/SPECIFICATIONS FOR SELECTED PUMP AND SIMPLEXING SYSTEM c AND DR�'X OF Y FORCEINIIII STOLE BASE 5' MN STO/E EQUIPMENT lO THE ENGINEER FOR APPROVAL e /ff-) PUMP NOTES60X LEACHING CHAMBER (PROVIDE 4' yEN1) No Gmamawoar a swvod O 1. t PUMP REIp NO H-20 MHW El. 32.0 NGVD PUMP SHALL BE INSPECTED IN ACCORDANCE WITH TITLE offim *\ 2.ALARM TO BE ON TE CIRCUIT FROM PUIP. H-20 V ENVIRONMENTAL CODE FOR PROPER OPERATION AND Nl o 1 Aut>to AHD 1 VISUAL ALARM Ro�IRED. IN RECOIiAMENDATIE WITH THE MANUFACTURER ONIS SPECIFICATIONSiNSPECtION 0: 2009 2009-003 SU WRKS 2009-003-SP.dw 4. MOUHf ALARMS ON BULONG NTERIOR. oREPORTS RE SHALL BE SUBMITTED m THE LOCAL BOARD 2009-003 0 N O a r IRON PIPE FOUND d ra.� r ` a, a , r, n n � a 'r',j��'o �` ;��` �'• ���;��� � • '��.; M ` ,�� GENERAL NOTES : 1.) THE INTENT OF THIS PUN IS TO DETAk THE PROPOSED WORK AT THIS SITE ' ^ * ,:'� S ' g,�• L0 Crar 1• . '�-...F.p,r C r.�I ;nl �� p'i I�►en - i VI' L T 5 w ( � r „t 1 .,.1, a ,? ,. 2) LOCUS IS So F; , v r 'I,t w` i �';✓'� .� Oy> G' COMPRISED OF r t ; :\C o r.=, r'7 sr rwa Sys�,�,, BhRNSTABLE ASSESSORS MAP 073 PARCEL 008/003 .' UPLAND: 63,020 SF d , (PLAN ) Q ��, °� ��� �� ;"'"� 817E island `s DEED B00I( 693PA401 GE 175 PG 57 , P. u WETLAND: 400 SF ;`xt, 1 ao r Isabells ,. TOTAL AREA: 65,420 SF O AairH : ! • ' 7. t PER RECORD PLAN `� a ;� ', .,lyd� : Ea %'�% ta.a d'�Pi OWNER (PER RECORDS)• APPLK'ANT NARROWS UWITED STEWARD GOODWIN CV ,7,1 t\ A ��� 4 r.. : C/o COGENT' LIMITED 801 OLD POST ROAD r 1 * r Q O m f _r ,• "� _ x - p � ,x� ° P.O. BOX 409 SARNIA fiSE Le TRUCHO 02635 O 1 q;? 7 Z f�,J� 8 ,(1 b i a l t�cp r�cyt F� Od �j'1• Q LANE DItECTION DISTANCE :'' r ,:t '� °' ! C ���� �� GUERNSEY..GY 1 3WA p ����- j •:y}� ,, Q .� �4• �. S a L1 N 3832 W s... c, N L2 S 3832 E 9. w -. .� >, r{ <„ i r ; . . r ,�i )r /� ti a. 7ims Trnna �� ( ,\ �. r3 PROJECT LOCATION-�9' 801 OLD POST ROAD k ...`• Nancy'' Pt Cow�� fi Atl n COW, MA., 02635 R..30. J . l O �� Pt 11ti.�" t L,.44.1 J, ?�,59, x 48., '�I be°a°cn°rs r ►�'�` r 1 :_,_: 3.) DATUM: NGVD RM-11 Noisy z - .» arbors 1 }_ °� 'i•':� ry PROJECT BENCHM1W: IRON PIPE FOUND Y + - ` ELEV. 29 �, Y FOs�ti T ,o _. •, 7 c AS SHOWN ON THIS PUN 'Pic p RON PIPE FOUND O 9 a . 9 ��, LOCUS MAP SCale: 1" = 2000' 4.) CURRENT zoNlNc INFORMATION 48.,E A:rr ZONING DISTRICT RF (Re"n6d) MINIMUM LOT AREA = 87,120 SF o ~ r` o` O• MINIMUM LOT FRONTAGE = 150' x .1q ~\ ,; �� 0 a MINIMUM FRONT YARD SETBACK = 30 ' r MINIMUM SIDE AND REAR YARD SETBACK = 15' J MAXIMUM BUILDING HEIGHT = 35' r A L M Y P L A C E �J' 7 ` G+ AP & RPOO OVERLAY DISTRICTS 4 7.6 44 5.) A TITLE SEARCH HIS NOT BEEN PERFORMED FOR THIS SITE IF DETERMINED TO BE NECESSARY A TITLE SEARCH SHALL BE PERFORMED BY OTHERS. 8OL LOGS DATE S/23IOA • � • ?i �� ��• r 47.7 \ry Jj l,Jr TOP OF BANK 6 THE PROPERTY LINE INFORMATION SHOWN IS BASED ON CURRENT AVAILABLE ,�$NSTABLE BOH AGENT: P-12� 51B `S> rxt' T ( 2 rJO, ) INFORMATION CONSISTING OF PLANS AND DEEDS. RECORD 0 r P& ` APATE LACATION OF IRON PIPE FOUND DONNA MOII7ANDI, RS 4-0 '. ."' PROXOIEXISTING CESSPOOL TO BE, 7 28 7•) THE DWING HOUSE SHOWN HEREON WAS OBTAINED FROM AN ON THE GROUND FED ti ' `7 �_� 1 = SURVEY PERFORMED BY BAXTER NYE ENGINEERING & SURVEYING ON 44NUARY 19, 2009. V~ '�' x • K PUMPED AND FILLED WITH ! r 3 4 EL 29.35 NGVD STEVE WI N E 1� � CLEAN SANDS �; l 5 REMAINING FEATURES SHOWN ON THIS PLAN WERE TAKEN FROM 'SITE PUMA' AT 801 OLD TEST PIT 1 TEST PIT 2 2` ti. / , w �,,nPT.- f w + ( \� �' w + POST ROAD. PREPARED BY BAXTER NYE, INC. DATED FEBRt�{AR1' 24, 1995. G.S.E. = 47.4 G.S.E. = 47.2 4;'.0 X. Qi C' '� NIPPLE % ` 100' , i 15 8. COMMUNITY PANEL NUMBER: 250001 0018 D 7 p % Z`.,'Qy ST 1 f f ` �, 1y j i 112 FLOOD ZONE A13 EL. 12 ) THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE: 0 0 ---e;y' �t'0 �F S� STONE WALL' I BOTTOM OF BANK A13 (EL 12) C 2 N / I ft g,) 10YR 4 2 i �-'-"'` / d' 2 I i EXISTING BEACH HOUSE • SITE IS NOT WITHIN AN A.C.L.C. (AREA OF CRITICAL ENVIRONMENTAL CONCERN). AP : / Ap : 10YR 4/3 r �. uaE �. ,� ! i I AND DECK SANDY LOAM SANDY LOAM - ' % ' SITE IS PARTIALLY WITHIN AN AREA OF ESTIMATED HABITAT OF RARE WILDLIFE PER 4• 5• -Ilk 1 4 NHESP MAP OCTOBER 1. 2008 "ESTIMATED HWBITATS OF RARE WILDLIFE' i �, /f �` f�` l If I 11 APPROX MHW 2-8-95 FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS (310 CMR 10).` B ; 10YR 5/4 B ; 10YR 5/5 µ I I 1 O 11:30 AM • SITE DOES NOT CONTAIN A�CERTIFIED VERNAL POOL PER NHESP MAP OCTOBER 1, 2008 SANDY LOAM SANDY LOAM 4X \ S. TANK ! ! 1 CERTIFIED VERNAL POOLS. 12` 12" N / '� Q IN35 0f ' �' ! 1 1 `'"'- �q�,t n ' J) r�� ( • "PRIOR TY HABITATS OF RAIN A PRIORITY RE ` FOR a SPECIES UNDER C, MkP OCTOBER 1, 2008 C; 10YR 5/6 C; 10YR 5/5 �? w UNDOeGRI I�j �qE\4 e FFkjsnjy aogt i f // %�' 'i! l� ' THE MIASSACHUSETTS ENDANGERED SPECIES ACT. REGULATIONS (321 CMR 10). MEDIUM SAND MEDIUM SAND Np Ty - 'qM/�y G' SjN ,--� ,� � ,, ! �b SITE IS 120" ELEV 37.4 126' (ELEV 36.7) -.�T� N / o : PROTECTION AREA. p of j cc, i NOT WITHIN A STATE APPROVED ZONE 11 GROUND WATER RECHARGE NO WATER OBSERVED NO WATER OBSERVED 3 jtO°`'o� �t &.�� '� r �/ ,I I T WITHIN A TOWN DEStt`YATED ZONE OF CONTRIBUTION TO A PUBLIC WATER O 120" O 126" t • SITE L NO - °' �� % I SUPPLY. �; / /,fr i • SITE IS LOCATED WITHIN A ZONE OF CONTRIBUTION TO A SALTWATER ESTUARY (BOH EXISTING STAIRS REGULATION). TEST PIT 3 TEST PIT 4 I i AND LANDINGS 10.) UTILITY MEDRNkm S<'T01iiNP HERD N 89'28 00" W------- C8/DH FND i� i 'wow 1 !�� l� f I 3' WIDE DOCK EXI G.S.E. = 42.5 G.S.E. = 43.0 , •THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND UTIJTY COMPANIES 0 0 58.19> --- EL = 37.92 NGVD t STEPS : I� 'I TO LOCATE ALL STING UTILITIES, AT LEAST 72 HOURS PRIOR TD THE START OF 2" 2" \ti � ' i I1 1 EXISTING BEACH HOUSE CONDUITS AND LINES ARESHN7atiiN MI AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO I i CONSTRUCTION. THE LOCATION OF DWNG UNDERGROUND INFRASTRUCTURE, UTILITIES; AND DECK Ap ; 10YR 2/2 Ap ; 10YR 2/3 •• • � ��• � 'I � 1 ' I I THOSE SHOWN HERON AND HAVE �" RESEARCHED BASED ON T"iE AVAILABLE UTILITY d 36 1 I I i RECORDS NOTED HEREON. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY MD ALL DAMAGES WHICH MOO BE OCCASIONED BY THE � FAILURE TO LOCATE SAID r SANDY LOAM SANDY LOAM d ~gyp �/ t •� 59 a, �, ` 1 1 1. i �� INFRASTRUCTURE AND UTIUT� EXACTLY. IF FIELD CONDITIONS DIFFERS FROM PLAN 5 6 �C 0 3 r / ��o Sg& x,4' i '' /t �' 3.0' 3.0' INFORMATION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE B ; IOYR 4/4 B ; IOYR 4/3 '�' °' °'- /' �'`� 1 ! i REDESIGN. SANDY LOAM SANDY LOAM / �°i car '/ i' `� 1 j i I -> 3/4'-1.5` WASHED STONE. :4.0' :: s;: ./ , / ,.. : • ,.. • •ELECTRIC LINE INFORMATION PER NSTAR ELECTRIC VW FAX DATED 1/2%9 SHOWS 1HLAT LOCUS IS FED 10` 11" 32 ;�*� i i 1` ; 12' OFF POLE 1303/2. POLES 1303/1 AND 1303/2 ARE FED BY OVERHEAD WIRES FROM 84/38. C, IOYR 6/5 C; 1OYR 3/5 f7� CHAMBERS 4,0' BUT THERE WILL BE AN RISER COMING DOWN 1003/2 TO FEED THIS SERVICE MEDIUM SAND MEDIUM SAND �J / 3 t; / I :t - : >:^ • WATER LINE SHOWN ON THIS PLAN IS APPROXIMATE AS PER INFORMATION R£CENED FROM THE COTUIT WATER / f4.0 DEPARTMENT (FAX DATE 1/17/09). 120 (ELEV 32.5) 126 (ELEV 32.5) CB/DH FN • LOCATION OF HOUSE SEPTIC SYSTEM SHOWN ON THIS PLAN IS APPROXIMATE AND IS BASED ON NO WATER OBSERVED NO WATER OBSERVED EL - 29.84' NGVD �.' / �' j 20.0 I INSTALLER TIES; SEWAGE PERMIT No. 85-328 - COMPLIANCE ISSUED: 06-05-1985 INFORMATION O 120" O 126" 2 / r 3 i �' 26.0' VIA FAX DATED: JVAMY 2Z 2OD9 FROM BARNSIASLE BOARD OF HEALTH. NO RECORDS OF SEPTIC 15 1 O r s i SYSTEM FOR GARAGE,/GUEST QUARTERS. N ?O I PLAN OF LEACH CHA��EA TOP OF BANK ail •AS PER NATIONAL GRID MAP S02549 DATED 1123109, NO GAS SERVICE IS SHOWN TO HOUSE /801 NO SCALE ��' r" o i OLD POST ROAD. COTU►T, MA. S I CERTIFY THAT ON APRIL, 1995 1 HAVE PASSED THE SOIL EVALUATOR • yI 0 EXAMINATION APPROVED BY THE DEPARTMENT OF ENVIRONMENTAL ; � .. �OF � PROTECTION AND THAT THE ABOVE ANALYSIS WAS PERFORMED BY ME O CONSISTENT WITH THE REQUIRED TRAINING, EXPERTISE AND EXPERIENCE I DESCRIBED IN 310 CMR 15.017 I Q' 12, �► SIGNATURE DATE I? BOTTOM BANK No, S LOCATION APPROX MHW 2-8-95 i FINISHED GRADE s;I ' r \ \ \ \ 801 OLD POST ROAD O 11:30 AM P 36 MAX.-91 MIN• \�\�COAIP T ilLL\�\�\ ....-- 2- LAYER Fl EPEASTONE FABRIC O TOP OF CHAMBER COTUITy MA PIPE INVERT , ARED FOR 4- TO 1-12 , EFFECTIVE DOUBLE WASHED"' DEPTH STONE STEWARD GOODWIN ..-� J TITLE TYPICAL SYSTEM PROFILE -'''"' Al. SEPTIC SYSTEM UPGRADE - Nor TO SCALE NOT TO SCALE GARAGE/GUEST HOUSE RISERDMING GARAGE FLOOR = 47.1' (ADJUST TO 9• COVER BELOW WADE) PLASTIC LEACHING CHAMBER DETAIL FINISHED GRADE RISER AND COVER CULTEC 330 OR EQUAL BAXTER NYE ENGINEERING & SURVEYING a (ADJUST TO 9" BELOW GRADE) FlNISHNED GRADE OVER TAW475t Registered Professional '�, 'r• � :; GRADE OVER D. BOX 47.5 = t Re 'gl nmrsi1DQVADE OVER L&OW TRENCH - 47Of IN PORT Leaching Area Requirements Engineers and Land Surveyors c APPROX. EL 45.0 ,3 min FIRST 2, BE LEVEL) 78 North Street, 3td Floor,Hyannis,MA 02601 • 4 TYPICAL) PVC ,. ,,.�.• 4" SCH. 40 PVC then O 2 10 GPD BEDROOM = 330 GPD 0 2.ox pL2` (m 3 BEDROOMS AT 1 / Phone-(508) 771-7502 Fax -(508)771-7622 a 9 (min) Cover O 2.07L 10' CI TETS f '' 6" SU 4` SCH. 40 PVC 2' LAYER OF 1/8'Eo1/f , 14 y, GAS BAFFLE ;: DOUBLE WASHED STONE OR 36 (max) Cover NO GARBAGE GRINDER .- L : �, ;_•� FILTER FABRIC 30 0 30 60 ► . �': -yr ' ''" `' DESIGN SCHEDULE ELEVATION PERC RATE = 2 1 MIN. / INCH (CLASS 1 ) ~ E WSCH N- 3.8 / SCALE IN FEET ~; RE►NFDItcEOcEtm � � TOP OF EXISTING FINISHED FLOOR LIAR = 0.74 GPD S.F. +�'-"'�~>r`•-; -..•. •+•. .-..•. .+••v,•''f APPROXIMATE SEWER INVERT AT FOUNDATION 45.0 / . INVERT INTO SEPTIC TANK 44•7 SCALE: 1 30' DATE: 4-16-09 ' � INVERT OUT SEPTIC TANK 44.5 MIN. LEACHING AREA OF SA.S. 7 REV. DAIS: REMARKS 5' MIN, INVERT INTO DISTRIBUTION BOX 44.1 330 GPD/ 0.74 GPD/S.F = 446 S.F. MIN. INVERT OUT OF DISTRIBUTION BOX 43.9 Y NO GROUNDWATER-0 ELEV 3 5 INVERT INTO LEACHING SYSTEM 43.8 PROPOSED SYSTEM: SIDEWALL (12'+26')(2')(2) = 152 S.F. C 0 PROPOSED 1,500 GALLON SEPTIC TANK DISTRIBUTION BOX BOTTOM OF LEACHING SYSTEM 41.8 BOTTOM 12' X 26' = 312 S.F. (H-20) LEACHING CHAMBER WATER TABLE: NONE OBSERVED AT EL. 32.5 TOTAL = 464 S.F. DRAWq�G NLAW T H-20 0: 2009 2009-003 SU WRKS 2009-003-SP2.dw r 2009-003