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HomeMy WebLinkAbout0177 CARRIAGE ROAD - Health l77 Carnage Roach Osterville A= 071 —011 7006 I r TOWN OF BARNSTABLE 1 O CATION �/�7 CAQR}60 SEWAGE VILLAGE ASSESSOR'S MAP&PARCEL d71 d/1-0e INSTALLER'S NAME&PHONE NO. f SejV 9,-b SEPTIC TANK CAPACITY a0?lUmAIVl' I LEACHING FACILITY:(type) C4,VrW 3 A5- (size) /a. NO.OF BEDROOMS OWNER U/AJAJ PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility feet Private Water Supply Well and Leaching Facility(if any wells exist i on site or within 200 feet of leaching facility) /V feet Edge of Wetland and L,aching Facility(if any wetlands exist N within 300 feet of leaching facility). feet FURNISHED BY dot' =3 r jrAAAIA 3 � . ys Im No. �. , `ay � Fee THE COMMONWEALTH OF MASSACHLffZ'TTS Entered in compute PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftpfitation for Misposal *pstrm Construction Vermit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) RC omplete System ❑Individual Components Location Address or Lot No. /7:7 0ARA46-tc DZ . O ner's Name Address and Tel.No. vx3Fier !'►��7is�y6ZX_- Assessor's Map/Parcel Installer's Name,Address,and Tel.No. "��- rp-� Desi er's ame Add;:S;,and Tel.No. v .& — m Type of Building: Dwelling No.of Bedrooms Lot Size f *'961W sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided �� gpd Plan Date Y--ZV- ZQ'J& Number of sheets Revision Date /�l"s Q Title 2X P01AY0 Size of Septic Tank Jr&V Type of S.A.S.. sev ���qL ,(`ff-A-MBRX96 Description of Soil nb?i �J G�y�/E� o?zj� 'A40 sf�3V1 ,s"L . e i K s 6 �, � /�� .S° ,ro -� d�,�d�02 L o ,1�^�D (��,�• Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code d n t to place the system in operation until a Certificate of Compliance has been issued by this Bo f Health. , gned Date�� )�7 Application Approved by Date 1 J b Application Disapproved by Date for the following reasons Permit No. �g ^ /to 57 Date Issued b B ry 4. k ., .a �,,.r+T y..,.- +T.a. r-�."'4rs--.r r-ld+.Yr. • _.fY"^'v-.. .. ,. ..Fs--.• •,., ,,. ...�.-.y,fT�a -. r v .r r IV ns S No. ad, n " Fee 'ITHE—COMMOMALTH OF MASSACHU 8;TTS:' Entered iii computer: a,. PUBLIC HEALTH DIVISION.;:= OWN OF BARNSTABLE, MA SACHUSETTS iYes application forisosaYpstent Construction 30Prtttit' Application for a Permit to Construct( Y Repair( ) Upgrade( ) Abandons( ) Zl&mplete System ❑Individual Components Location Address or�...Lrot No. /7 7 CARkfhrc 4gZ' . Owner's ame Address and Tel.No. Assessor's Map/Parcel o l — /1/7iY/. y7' Y L Ir' Installer's Name,Address,and Tel.No. ! '��j/—� — Designer's ame ddre�s,and Tel.No. dos /v S.,a1Gi.9Nd �!-! ✓A� ]FAZ"ova- C-RI VG , Type of Building: ' Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder 01/p s Other Type of Building No.of Persons Showers( ) Cafeteria ' Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date 9/j/— Z � Number of`sheets Revision Date Title.SlT,� U"�J� Size of Septic Tank /�$"� Type of S.A.S.S SBD �'j9� L •C ffAw8LC,Q,S" ^ R)4176 Description of Soil t !1�1 /1 Gil�!/f 2, o?S AD YR—3,// SL f-!/�" /3 6 AY�R ��/�Y'�e ��L l•S �o", ���/� S; Llaw �y- Du(J�/ Y� Nature of Repairs or Alterations,,(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code dkntto place the system in operation until a Certificate of Compliance has been issued bythis Bof Health. gne , Date �" —A?_ Application Approved by C r lr(1 Date 1 ) Application Disapproved by Date for the following reasons , t Permit No. �� " Aw 5— Date Issued' b C 0 a THE COM MONWEALTH OF MASSACHUSETTS N o� BARNSTABLE,MASSACHUSETTS 6[13 10 `- Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed g p y Repaired( ) Upgraded( ) Abandoned( )by atJZ77 G'f� ?� �� (�q�V rJ i II O has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No�f dated 7�•� Installer Designer #bedrooms Approved design flow � gpd The issuance of this permit shall not be construed as a guarantee that the system w' ill fine i-n esigned. Date / o>`� Inspect or\� , - --------------------------------- ----------- -----------=------=--=----------------------------- Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal 6pstem Construction Vermit Permission is hereby granted to Construct((iY Repair(/) Upgrade( ) Abandon( ) System located at 172 \(Z- and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this ermit. Date 00 Approved b} v 03i13i2009 09.05 FAI 508 7594841 •JOSEPH S,DIGIANO 002%005 Town of Barnstable Regulatory Services . Thomas E.Geiler,Director Public Health.Division e Thomas McKean,Director 2001Vxain Street,Hyanub,IVA 02601 Office: 508-862-4644 "� Fa;a 508-790-6304 Igstaller do Aejjgaer Certaficalio2 Form Date: 09 Designer: 5vl. iIIA&I A�,At 4 InstaUer: `' & I ►lr9►IIU Address: Address: on ' W-Af Zo7 ER/f -S7 was issued a permit to install a (date) (installer) septic system at l 77 based on a design drawn by (address) � 'yt t-A�'�►J iy �l Rai _ crated L?:&/b& &jz .3 2& (designer) I certify that the septic system referenced above was inztallLed substantially according to the desip, which may include minor approved changes such as lateral relocation of the distzibutio jinx and/or Septic tazk-'S vo'n1oT e-EM F`I TAft I-EAtra%* S V +Ss#vsk,-NE, -M Poo(,tomA-L. s-�NQC v4srw6Lr-,;z> jt - I ce fy that the septic s}rstem referenced above was installed witty major charges (i.e. greater than 10' lateral relocatiot cif 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. PEn R SULLIVAN taller s i afore) .� Ro. 29733 r8T AL e,i x i afore (AZX Designer's Stamp Here) PLEASE R_ET C TO B S U'LE PCTBLIC HEALTH_7DM MN. 9.9 ICAPE YF COLIPLLANCE 'UL NOT BLISS UYFEI BOTE 'T FORM-ALA► A-b- l T CARD A.RE RECE„ D B• b S�RNSTABLE I'��S�,ICEA l?l"YIS1�`I• 'T�4PiK4YT. Town of Barnstable P# Department of Health,Safety,and Environmental Services Public Health Division Date t r--4 -9s�_ 4 367 Main Street,Hyannis MA 02601 - BARNetABrARUM t EDMKtr' x Date Scheduled Time �d,�lr - Fee Pd._� /;� 'Soil Suitability Assessment for Sewage Disposal . t`Permed By: I�E7GTL SUL Ll 11A N Witnessed By: V D LJ IVN l N� rn N GE. .. ... . ... Location Address — Owner's Name 3® PNcps�/vt PAfiM SArvl�s t3�acK ��o.. QS7-EG11 L.LEI Al A 12 S 13 2uA n Address I?✓kGU Assessor's Map/Parcel: ��///—` Engineer's Name SULL/!/AI LENIr/1 Y�Br/rl/y INL NEW CONSTRUCTION _X,,_ REPAIR Telephone N . —as— Land Use t- VD&tmELeTe n Slopes(%) Q— 0- Suiface Stones �r>Kj) Distances from: Open Water Body �SO ft Possible Wet Area NO ft Drinking Water Well ft Drainage Way N® ft, Property,Line y� l ft Other N//% R SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) AUON 89 1044 1141 81Esun C''a 4f 012 1 � 9 Ur ASS poaTH t 3 ,, NT K �a P _pH IT Parent material(geologic)041t w,09SAI AW&L- Depth to Bedrock 1� w Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face A1,11'41,6 Estimated Seasonal High Groundwater CUSS 2Z91L- EL- �- Ao,�!✓b .... D 'Ettl1HNA�'I1�1 POR ShASON .. « <::.>.:::>:> Method Used: TUtvIV O� B/3/Q7f�$CE.. hdun�l�/�7`�� Depth Observed standing in obs.hole: ti''U'/,'E in. Depth to soil mottles: Me*1F in. Depth to weeping from side of obs.hole 01I1/6 in. Groundwater Adjustment rJ/ 1V6! _ ft. .index Well N -Reading Date: Index Well level•.._ Ad.factor Adj.Groundwater Level • 2 S�/a-L l a/vs .L�ss fii�/3� /,S/�l ins �. Observation' Hole N Time at 9" Depth of Perc 60 Time at 6" Start Pre-soak Time Q V.) LA Time(9"-6") End Pre-soak Rate Min./Inch Site Suitability Assessment: Site Passed L.s Site Failed: �—' Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back Copy: Applicant DEEP UBSE VATIdi HE1 Lt?C :<>::: dole# ....:..:....:. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency, Gravel) % i NE EEDCEl Z- d O L--Af/Yl�ri?Er At �3ro/y/✓coArsE s�iyv c o 2ma-C s 6_ y Z� B yco ca UF j" & Y2 S-lo 2� �n-Fa0�r T— ,, L t Yk[[oc& BrAe 11-56 L C-Ga'Pl I IJ L/2-l2-.a� Iv YR (, DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % p P//1'E NEcrO[E GAF� �r o"- vELcow r3rn. &'- N Z•.. I3 Ca�rs�sgy� y S d S� c�.s t, s C Lrt yr-[taw f�rr- p H- t y2 -/20 Y2 j 9, DEEP OBSERMION Hb .E l✓U Tole . Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % DEEP OBSERVATION HOLE LOG Hole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % Flood Insurance Rate Man: Above 500 year flood boundary No_ Yes !/ Within 500 year boundary No Yes Within 100 year flood boundary No Yes Depth of Naturally Occurririg Pervious Material Does at least four feet of naturally occurring perv' us material exist in all areas observed throughout the area proposed for the soil absorption system? �S If not,what is the depth of naturally occurring pervious material? Certification I certify that on kf V-LL-.K (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required ng, =experience cribed in 310 CMR 15.017. Signature Date `i l 2 TOWN OF 1014 29 A 06 Di Zij ClS O° s POOL GYM /\ BAbEHENT _m `— El E-1 • &FoyeFt _ BABEHENT � • W-�• 18-Tai° —_ WET BAR — STUDY IM PING _ PONE PROPOSED FINISHED BASEMENT PLAN 40'-0'• I6'O' - I6-0° 3P•O' 6'-1O° 6,Jv;' rq°JGG _ _t_____________ ____________________ _ ' _ n S . _ _ _ _ - _ n I -- - _-_______.____��-__�� ` . i � e _ 1 I D I p I''I p•.I 1 'I fD.I a. I,pl V I.pl I I ' t.pl 1 �1 I.pI G I.p I s I I 1 •I Y I.,I I., •.1 I D €. . -----_--------------- __ 1 r�_ __________ __AA I in 1i1 14'-Y .11 Fi'b• 1 IS., v IT, _______1 1-f I 1 1 I 1 ! 1 ,1 9 L r alr—, 'v I.D I I i °° '1\ r _mi I _Im.�� I An 1 I�'I � I I AA KJ ml J no ,a¢o 1 Ln___ no 9 00 �x1�s 17 ml 't ppD °r 3u Yn r4 L III I I fi��' An �p:a AAk� X• All All A D I AA �� 0A � AA ai An All I . I %D l t l I r 00 ; 33 r— i 33 r—ao--1.k33 pp��i—nr—I ou fi 1 FSS I All I I m b nA 1'D I OA °11 All 9 1•D I b` eA b` All to I i- All • ID'I c1198'ENG.I JOIBi—+ m -p 9� c6VB"ENG.I JDIBi� Tq'- ml c II•VB'ENO.I JOIST TQ' c 6VB°ENO.I JOIST All t c14V8"EN6.IJ016T� I E T [ D'I "C timl A9 N I ml - All m� •p j f-pAAp.-I p ml I p•I i I L I L I L x• All 4 , DLc - =n-Qc =___ d -__-______--__- i 1 _AL_ 0L_ _AIL •gipp AA r--------------•--- - '� I In— Ag y ne BASEMENT —————µ,4 ———— — I in AIL AL_ d f-m� I 1 1 An f- r r- ml I 1 9 An I AA I 4°iNIDK 111 I k33 1 T I I coND.6ldB ` L pp 1 Ail m; 1 - _ a -ml 1 In 1 I All 1 ;D I 1111 all - An c II-VB•ENO.1 JOIST-> ml c➢-VB'EHG.IJDIBT— V 1 ml a AI �A I• ml _ Ail ty r—AT-1 1 D'I .Y•lO. ~ m R I 4 4 A All 1 , 1 I m 1 ntl An T 8A t °�- 1 , I D 1 4 01 f_m I, m1 0 On �II _I - - _I OA tltlnlF D"-- --------- - -- A_AI q I p I 1 10 1 All I •¢D Ib AI An I L_All I on zt° d nu eumv 9 i .I •I t pl 1 S AA All q; - �It n - AIfill A m l in ; AA In 3 3 I Ntl_I l D'r_Y.IO• --------------------1 I °11 Y I AiIt I l 1 ,I - --- - 1 tlrr All on - I•DI 4 ; '1 rOIL-- -------- I An `P I-t, DI I 7-0' 3A'` �5 Y '33' i-0' - I•D BI All I ,I 4 I6'-0" 3Y-0' IB•o• yy 'D 1 Ill cM1VB'ENO,I JOIST I - I•.1 1IIlf - � _ — n _----------—POUNE)�IIQN PLAN — tDI e —p- - . 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I •P ID''-O o• a'Yd° n M/13AT14 4'-W 6'-715' 4'A' 9'd.i° 0'-0° W-0 yy y I 1tIOS31D vam mo e.maamfi eHmemaaa ma m9v a -Ha avH-a/ INVS'ENG.I JOIST eXb POST^ ttP.10'RD.COLUMNS S-W LVL'e ABOVE bxs POST) Y- PERMANMIebwe7 14 YAh' etMtttlmn..ac2 RUGOOS°-0 }• - - 76'"7 '^ 4 ',B•4• • v 4'-V 6•dl1" 4 ��� i• _ __ ____ f�°LVL'e ABOVE __yam__ BATH '� -.-.2dOCA-� 9 v!_^ ;y f,lroTr i'r Y LAUNDRY yo y 016,O.O, 9 4 EXER016 ROOM �p 5'A° 4'O° 5'•5° � - ❑ .auam � J� Yi'V a/�� FOYE 6S1 Sf/ A751 CARL - HALF t ��� i, PERMAtUMS,—) H•d' r p. rer m 3 PER uF.4bwe7 y ei°1° .1 DINING ROOM V dTUDY o OVLzow OVL7030 ❑�, m MUDRODM uG J � 4 0 3i b S yo COVERED -P TO 6'OC. W ENTRY 1U0043 Y N TTP,O'R ENTRY MNB 9•VL'IVLNOR. < !e• b T — — e-2' 3'b' Yd' R 1 a ®e me a�o_�� JJppA� ,mob >r g•-0' � °a >w 1 1W8462 I � 1 iW3167 p'-0' 4-S° f9° -'I I--- -� � n io �} COVERED ' S'�i' S'0' 3'3' Yd' '{.° d'O° 4'-0° 5'-6" -5'd° d'O° d'-0' Yb' YO' 3'd' 6'3' 3'3' Y-0'1I PORCH 4 1t fa Ieb' 9Y8° 16'-0' `P I 4-0' a A tie CA y _ _ bP-0" I Gpp°oF, ra• jo\ SAUNA 7 . 1 4'-0' � STEP N CAM NO R w ro• o --- FIRST FLOOR PLiN ----I � n I 5 I I o _ I = TS,.A.GODEDRTWhLLI S; 1 n 1 °. IGNALL04CEILMG._- 1 ) I 4 _❑W14B1EEL BEAM FLUSH W/R.oORAEOVE " - iTP bX6POST ti Q GARAGE I i r�ICONC.BIl.B I A� 1 4 • Wld STEEL BEAM _E ___ 1. - _ 4 _ _�0.U6HROORAeOVE TTP 6X6 P°8i � I I ^ I = I I i5 a L 1 �g I I - - -MM52 TIU7B57 I b',6' B•,°• 6''S' �DB•d° --------- ------------------------- 1 I ROOF r i 'l4lr b w3046 I I • I I W.O. IY-0° 7-0' End• 13-0° m I � I 9 I 1 " b 1'-0' e'-0° 6'O" Y-0' S'O° 6'-0' 6'-0° � 6'-0' I' I ' yD4 —WAILBE W I I TW7049-0 TU 4"449/2 413 Q I t fl �9•V2'LVL'6A DYE + `' I i 9•IR'LVL'6ABOVE 1 >a FLUBN W/CLG. I Tb' FLUSH W/cLG. 7-0° I aaaad acme= =ra vm- a�veasemmee 1 m OVLW30 I - I I OVL2030 o I B'Ab' 9Y3h' I b'eb° I 4 --I FA IIEIAW ROOM k,` 10-0" 7e BEDROOM a4 � y ---------vl� BEDROOM H2 j i fi•'3• d'4° 01•--2.10 CA-� I tJJ1 I 1 / 1 � � y i� -.1 w70310 \��i�'' Id.P 1 —blo ailorc.RAM t ® LINEN N I _ 9'.9h' 1 ________________________________ I L Jtl I I I RAWNG 1 1 - 11'/cll I ' - I w•6e°au�• t I P 1 WALKWAY t .°. t 4 - __ 1 I' 17YP.CEILING LINE _- /u ------------ I ------- ------- - � - •� t9 �10 - m t4 I RAILING I ROOF W -__ �J 1 r---- S I i FOYER I Y.P 9'•IP I "_ I 1 1 I BELOW Itl I e-bb u 1 1 t ? 1 eb ah I - I 91!°'OG. IE i 1 I 1 I 1 I I CUSToIIUNIr 1 1• —blo CA—� 1 1 ;p I BEDROOM N3 I _ a' a 16"Ot• 1 1 . 14R Iy 1 'VAULTED I f_--i IY!'_ \_ ® I BAtN I ® I Q I 9 I JJ \\\ I ROOF Y1 1 I . - u i __-_..__--____1__--________S_______-___-___ 1 I I Ljl I ! 1 4FRW006 I I 4RW6006 I TW1046 „�•RM46 1 1 I I BATH 0'-0° 0'-0° -11'6° 9'-0' Ifb°. '0.•0° w70d6 T171046 9'O' i —•O s' �1p _f _ ® -0A) "w 4-0' N �q. 1 r 11 4'4' 5'A' 2'-0 9'-0' - _ul__ I �P EI I � to EII I In III U I Q 111 6UPST !_ EI 1 III a� W,Of:' III 9 O . � - 111 111 _ 011 • � -EII---I I � 1 1 EII i 1 ta• ' I 1 13'.(r•4• T'ih' � I I I j. I 1 GUE6T I I. -0 13EDROOM BI Q u�II I � 1 I I - I w10521 a �51 i 't I U e s /� Ito' rto° nP.mm Lee P.T.BILL ——————————-——--` —————� . . --- -------- -----II p a q nP.RIM oil - ou ml II•v•WC. eo d In a�n all a ml q 0 dg � an an n o�u ad ,y all Ell I °C ➢u an I eu R all Ill �g 3 q i.an g onL R m � nl i en all ou nI on 4 In A nl ou n L ml ni 1 oil ell li ll" °ENG.IJGIBT ml ed � i D 1° n en aN all m to ➢, Q�„ In911 3I4VB•ENG.I JOIST N EllnI to � ---- In n I m m aq�g TYP.BIOCKING HAX.48'OO, ell a nl m� III 1 III In R nl p q m R LI Ilf ➢ 1� � ➢II � e � �� � � III I m ml In an --——————————————————————— --———————-— 1 elI --—————————————-——————————————— II I ml_ I I , III 1 I e 1 all I 1 1 I m 3 1 i I I I all b I FIRST FLOOR FRAMING ELAN i I I I 1 I I I I I I 111 I r---------------------------------4 — t 1 i I 1 I 1 1 1 I I I I a l I I I 1 I I 1 I I I I 1 1 I I I l I I I I ' I 1 I 1 , l 1 ---------------------------------- Gc= 6 o4 I P- -------------------------- ------- \.. R � -- ---OF LV.................. .. 11 - 1 al I 1I I I L'e i I - I I _ GUBTOTI NANGERB I II � II 1=_=v=___ce- =-e9t33�a� v_c.�999v=2v��11'�'=vv29v v999v 992Ei��l E3v9c 9999999 99H 999996999O 999O9 . 11 I m 1 If 9 I II I 1 I I If 1 if I �y 1 1 R _ i� 9 I 1 OWSTOM PLC.RIM m _ _ e _ e _ _ - 1 --------------------------------- 9-VY VL'�BELOW I L _ _ _ _ .. e _ a m s 1 I I 1 �M11/B°ENG.I VIBT-� II 1 _ _ r i I I y I B-VY LVL'e BEIOW 1 I i ' � 1 i I � 1 TUI 1 I _— BEARINGWALL. I ________—_—_ �________________ 1 I 1 I I 1 I 1 fTP,BIDOKMG MAx:dB"OZ. i 99hyr 999999 mm P --m 99 Y eee9 o91 yTavee®e Ell�.�99 F I QII —— �I hlil hll c 9-VY ENfi.l JOIST� al EII II II SECOND ``' ` /�T` N I hll - - I' �" �—•' ` ' ` bil — BEARING WALL BEL091 — 1 1 i - I c 9-V2°ENG,I JOIeT� - 1 MANGERS Id°BIEEL BEAM Q I B-111"ENG,I J0107 r I I I �TTP.MANGERS 14"STEEL BEAM I I 'llll II WI I IIII II Oil - I IIA it I' I AA P ou I Alt II 011 ' - ' I Illt II All ' I I All A fll C _ cB-117'ENG.I X15T - I All II NI ' � 1 All A 111 . - 1 II11 II 011 I II I 1 1111 II 011 lilt 11 WI ...ate Ian f - -��\0. & Jean �- � ____- ••,�'"� Fa�H , 3050 Chambers SIDE AND END VIEWS �1 � \ ` .-• \ town �/ 23-' \ ! \ 85.4-INSTALLED s. C t l Lot 226 y 83•44,47„ E t=�d 293.23i /u N suave ti� _ • zo_r,_y_Secba _ / Fnda -ti ____ 15 �. Reetrictitm kA ` / i t is ID 0 END CAP f~ - 51* o a (not to scale) 3050 +>s. Chamber 11 .\ Nominal Specifications °ci�'O scnecwxLXM................s1.o•xesa•x3a . f ` Location Map °�.� W ! •-. \ Q °° Efrecave Leaching Area " CrV ; Q Bed......,.....................................a zs sFn F Scale: 1 = 2,000-+ Invert Elevation................... 24•.................... N J ':.. ,_:._.._- Sege,,Per1�...................Mgd ASSESSORS REF.: Pool Area k\k ;\ ` ry \ °'05 , , --24-. Map 071, Parcel 011-006 �� �' � ;�+ �`O J ; \ OVERLAID DISTRICT: 1 $ �N °��• / ` � ' °� 4 Q� ' \ CROSS sEcnoN+>wR> AP - Aquifer Protection District 9W WELL GRADED GRANULAR BACKFILL WHICH CONTAIN AN 4.25 ffiWaoscab) 3050 END CAP TMAN12%PAS GTHE�SI��I TO A ZONE: FLOOD ZONE: 3050 H-20 CHAMBER MINIMUM OF 95%OFTHE STANDARD PROCTOR DENSITY. SEE THETABLE OF ACCEPTABLE FILL MATERIALS iN RF-1 & RPOD Zone C STORMTECwS DESIGN MANUAL,INSTALLATION MANUAL, 'C 1-2-INCH WASHED, OR wwwzroRMTF-CI4.COM. Area (min. 87,120 SF Community Panel No. 250001 0018 D CfRtsHEQ ANGULAR STONE Fron totmin) a min) 20' # AASHTO M2W CLASS 2 PAVEMENT , NON-WOVENGEOTE)MLE Width 125July 2, 1992 town cS� � \ R, Qis ><`'o �,� �'� y �� = �� Q ��. Setbacs: NN \ -•"'....✓ PDa a ' ��, l�'a I It=s. •;� tT' :r. `' '�s •e ,yam WCRFJISE 1024gNCHES MIN.MAX \ H� �1� ._-w'•'' 1 O •�dfAITTttJ(iFRDMVEHICIEaMAvoCCl1R,. �M11'I• 19- 98' Front 30' o -� CS\ Side 15 P OPOT1C D ° ,.." ' -Jam,/� + v •p N 1� _. Rear 15' C ry� TANK / W \ ` -80 \ 1 ` O I ►� I OF STONE To DEPTH i .-22- R-21.e'` \ W., 8- 51• 12 MIN.TYP MIN. SpoNiiste y Lot 224 } I� FOR ENSURM SUrIABILITY OF y , LOl L25 , �, t SUBGRADE SOILS' •Z Note:ForAASHTO trafficapplfcallons utilizing reduction contact your Aml ISI Sales Rep. t� it yr, 1.00+Ac A`L' sue' ate 'Z plL� Lot 153 /� • / - \ > ,. TOY.�T iBM �.01_NCVD ' .�",N,Kde / i(AD �^ , T JO9 Si �O A Fua-natoo rntinn / y , CS/bH \ > O n Le end. - -� � �, $ Find � r38 r t Deciduous Tree 9 / V%e 23 +� G ,mob 2a mm 26.2 6.�3 5p. ,3g 9"pticTaelc FbW L 6 ` �� Q 3 8!ffiTNOTBti �-� 3059 lip 'am""°' Coniferous Tree ??� -- -' Em 1`� SEPTIC NOTES s�aamr,-r.,aaI. IW oPerriaes nse....are.ratk,pte ® Water Gate (round) 1.1 ovation of Utilities Shown eD This Plan Are Api rox.At Least n Baas t xaea9ec iu9 t�e.o r., .t 9 Prier to Any Bxawation For This Project the Contractor Shall Maim Ia sa.•nr © Gas Gate (round) the Required Notification to Dig Safe(1-888-344-7233) Catch Basin ,� 2.The Conimotor is Rewired to Severe Appropriate Permits From Town DESIGN DATA DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM teas ® a 1 i� Agencies For Construction Defined by This Plm xtrr TOSCAra Tr�"oe wv Q iron Pipe \ Single Family-1 I Rooms e' f 3.The Water tine Shall be Coustrudea in Coordination Winn Or 5 EtsthDoms PERC TEST 121$9 El C61DH " g COW wafer,and Shall be in A000rrlaoce With 248 CUR 1.00-7.00 With NO Gunder ' -0 Guy � � ��' � dt:310 CMR 15.00.The water Line Shall be Sleeved Where Requited ��° Pavoa+®nm told,trDew mr sw2vAlcm+malatnro "SI T Ds4Fiow-Il0x5-550GPD wrtr,aMWBY:DAYDsrAxnoN•ss.-TOVMOFRAw+s MB ' ' 4.Install Risaa W Within 6"ofFiBiahal Craft(3 Required)OvaTtmk Amy,� 4 Utility Pole F Septicraat s50Ged3x2oo95-uooGPD &D-Boa:, hlsnll WspeMon Porte to Within a ofFWL*ed Gtade -OHW-- Overhead Wires � � use 2000 Gallon 2-Compartment Septic Ttmt Over SAS.S.(2 Rcquiled) TEST HOLE-1 11� TEST HOLE-2 � 1 TEST HOLE-3 l ��1 TEST HOLE-4 VL=t= •- -- Elevation Contour ° Forpotemiat2aaKitdnm -25 Fe w 5.Al!ShnclwesBailedThteeFtxtorUomorSnbjxt ouYteR ouYmt o1AYER ouYat tb Vehicular Traffic to be If-20 Landing.It is the Eaginea'a 33x9 Spot Shot Elevation LEACHING AREA '� �+3 ® ReoammendationOetH-20 Always beUsed. Auxmlwxaan AIAY®[toYR]p AlAY0L18YRL1 AUYmeloYxan `°. 6. CS to be hretalled is Awardswe With 310 CMR 15.001� VatYBAWGRAY VMVDMMGUY YBRYDARKORAY VBRYDARKORAY 248 R 1.0 550 GPD/0.74-743 SF Requited LOAu SA,DYLOAM 248 CMR 1.00-7.00 Letcat Revision and she Town ofBemstable Sidewall�2(12'+4M-228 SF BLAYMtWYRSa arwYM Iaraan ELAMIornars BLAYM10YRN Swith From Chambers to Infiltrators Board ofllealdnRegtletious. Bottom Am-(12'2451-540SF uom'B SAM uan U"SAW uY I auY uoBrakb ff- nLauY Per Owners Request - Against 7.All Piping to be Sch.40 PVC. 769 SF Total Provided BTvuYINKI 0 BVIAMRIGM3A awrAYINt IWYR]M BwIAYBRIUMM q 9, S. Septic Task Shall be a 2,000 Gallon,with 2 Compenmmla. DMAYBULOWB Wt" DARBYSUO&Ba9R0R4n DARKTHILA IMBROM DARKYBIJ.OwORRY10 N Engineers Recommendation DATE: 0310510 U Fiat ComB Shall Have a Volume ofNot Len Main $ANUFLOAM Add Cabana DATE.• 03/02/0 1,100 Gallons and the wound of Na Less than 550 Gallons. ow_ap LEACHING CHAMBER DESIGN a WN TOAIO B LAM YMAD B uYB11WY15a B V44 iYELLO BROwtI�Bam" B9 LAM YBL1.Ow BROwNaBYmILDW exovrtctse YELLOW The Compartments Shall be lnterwosected by a b inimtmt 4"0 All Pipes to be Schedule 40.Use LOAWSAM Ila a SAM AG LOAWaA,D LQA►rrSAM 12.0 Revise Address, & Top of Fnd. El. Vemtetl Inverted LUShapedPipewitha Gas BaMean the outlet. 6-305OtnSltralms6na12'x45' cu��� cuMuY� cr+►YB10.10W cuYBlsnSu & Sh i f t S.A.S. 10' DA 7F. 01116109 9.Inlet Tees Shall Extend a Minimum of 10" Washed stone Fields as Shown. n"�''°a' �SAIG)ar taatetamwATat NOeRt�ATat NRC00Nnn® Below the Flow Line. JS*j M va I'MMI r w= 23 QAttANSnl5Mat 2aa9C. "GAIL014101041. Remove Cabana & 10.An Outlet Tee Shall Extend 190 Below the Flow Line, 12r PBRCRATB<21,1N44 111.2 12r PWRATB<2&OM 13.1t I Add 2-Compartment Tank DA TE. 11105108 and shall be Equiped with a Gas Bye: N0111O0MWA1W1a`r(* 1 NOGROX0DWATM elf OUNU t® REWSION.-I Modify Dwelling Footprint & Client DATE: 1012310,0 TITLE.• Site Plan f PREPARED BY PREPARED FOR: NOTES 1.) The property line information shown was compiled from available record information. Proposed Improvements Sullivan Engineering, Inc. CapeSury zrpThomas P.7 Parker Road QuinnQU ir)r1 2.) The topographic information was obtained CD PO Box 659 from an on the ground survey performed on �- Osterville, MA 02655 Osterville MA 02655 177 Carriage Road or between 14/APR/08 and 23/APR/08- 177 Carriage Road (508)428-3344 (508)428-3115 fax (508)420-3994 (508)420--3995 fax j Ostervill e, MA 02655 3.) The datum used is NGVD '29, a fixed mean MA sea level datum. B��N����LE psterville) ILS. Draft: JOD Field MML/DWB 30 0 15 30 60 120 4.) The intent of this plan is for permitting only. DATE: SCALE: „ Review: PS Camp/Draft: RRt. 5.) This plan is only valid with an original April 24, 2008 1 =30 Prof- # 28005 Project ,#: C456 stamp and signiture. -