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0358 WIANNO AVENUE - Health
358 Wianio Avenue Osterville' , ° A= 140' 152 m ° i;° . , , ° , a a ° - ^ ° �4 ° ^ x n . ^ a ° b . ° " m ^ , P a. � m n h Tap ai x • HOTTUB SHALLOW POOL / wxw OUTDOOR SHOWER faun '1 - - 8Q�1 OI' ` .Q O O FIREPLACETV .. y t. STORAGE I WOOD r. . - - ,• ' .. r I _ . � PERGOLA� I • I , . ..�__ .: . . DOGGIE : PAT 17 O . p V IO U E T 0 0® 00 - a p 0 ❑ m❑ -------------- FLAG . � c �ti -- oo❑��'° oq � � obi ' I I - I p� I GARDEN' I �� � O a I I SHEDv I 1 I I t _ o 1- I Wlaimo Avttae I POLE GARAGE 9APN-____ Cbt SITE PLAN 2Po vt1I� Z�K�1c /� �J 358 Wianno Ave Osterville,MA 02655 10.21.14 As Indicated TV . 4 SEASON PORCH WNDOWS DEEP -_ -- — SHELVING FOR rt„ r _ n__________ ___ -DW- F - - ESTAWA ` IAUNDRYCART � H •'U/ r!/ w LAUNDRY (OPENUNDERNEATH) POOL _ ® • • _ _-_ z3 s -r ENTRY w N �❑ � � ./_ _13 BEDROOM 3z1B " " PEGS.SHELF �,;. ¢ EATNG aSffiWG ROOM • j-® N . . KRZHEN 26+1'x 22'-0' - BATHROOM ' - y. TV ROOM ... o • - 1") JA ,x ✓wv��F-TH..t WALLART WALLBATHROOr�IANG ..T.s ORAGE Y �O ART r r 'BATHROOM ❑ IM "t sDISHES PANTRY ELEV ®BATHROOM' - - •. U6'd'x8'-6' � BxBE 4x6' ____ ; TBz T ALCOVE . GARAGE •i, 133x6'-1P GUBBIER ❑'. _ r , 1 1 r r i •o r r L____.___ ___-__ �. ; • .lam y _ f • Ql a SI _ ART WALL , ART WALL . - - A ❑ ❑ �� ❑Z _ - -- - N _ r fIESlAWME q" Y - - Y` DOOR PO - i{ 'OFFICE _ LIBRARY •Y �._.•- _�.—.• 2s z5, - "I rs x 18-r r' I a❑ -.-- Cbt LEVEL 1 -MAIN FLOOR 358 Wiarmo Ave Osterville,MA 02655 ' 10.21.14 114"=1'-0" • . YACCEBBIBLE ROOF • ��,• t HI n BATHROOM MASTERSEDROOM~ - rBATHROOM16, _ b 1 n CLOSET CLOSET ♦ • ., .. 1-a-r . - LNEN LBlEN n , HE RE d. d.. BATHROOM BATHROOM 9v tOT " T'x 10'-10' ELEV o BEDROOM, BEDR m 5 ' BEDROOM 2 na•xte,a N BATHROOM N sa•.es - ACCESSIBLE ROOF , a � ' f cbt LEVEL 2-BEDROOMS 358 Wianno Ave Ostervllle,MA 02655 . 11.21.14 1/4"=1'-0" 1 x r � f ✓3 : 1 BUNKBEDROOM � �_ � rs I w wr 4. 1 .. , ♦ ,y ------------- LMEN LINEN - , IF'v'.. t . " OMe60VF1 - {I I 9 ' t (� ry - a WIs fp lJ ren \\ ar-Y 14'-2 f. E 1 l #, o o -7 fFF771.11- 1. , i r L ! • 1 f r � #t ty r 1 Cbt LEVEL 3-ATTIC 356 Wianno Ave Osterville,MA 02655 10.21.14 1/4"=1'-O' STAGE ROOM �( Wd ROOM .PNK ROOM - ' 1Zx14' 15'-T.1T 1Zx16' _ N F t 4 I ------ ------- --------------,r 1 1 I \ ' .. ----- I r ;. - .MECHANICAL ___ • O FAMILY ROOM _ 4 xw . 1 , o w I . .. ELEV • I , • fi r - I .. '''STORAGE, I s I i. I I y I I 1 �. FITNESS B GOLF 1 1 wxai / x e Cbt LEVEL-BASEMENT 358 Wianno Ave Ostervllle,MA 02655 10.21.14 1/4"=V-O' 5 GARDEN • - _ SHED r• T IF < a• - LWWGMRCHEN! i00 A MTHROQN a - ------------ ...CLOSET • \� 'EARN' tt ! t . Cbt LEVEL 1 -BARN 358 WiannG Ave Osterville,MA 02655 10.21.14 1J4'=1'-0' - TOWN OF BARNSTABLE LOCATION Avg SEWAGE VILLAGE 65—, Wr IA L1.J�-- ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. 11• C- 1 • 5 yT_ Z'71-q-y'99 SEPTIC TANK CAPACITY 4�t tZ--J cAi 1g. LEACHING FACILITY.(type) (size) k::,7•S 10•S 7C 13. NO.OF BEDROOMS 61 'r OWNER ]--+ .!v2R. Sti L W i r2ie-f-; PERMIT DATE: (,&-•4-0-7 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY ,. �tZd9�L.'r C��F •y-9-l�iJ��� .s a � Iak 1 -t Wit ' . G_� `�•� � �•� 3�, 13•.1 t`?� L 33•S Q TOWN OF BAR�NSTABLE LOCATION , U V (/ C� SEWAGE# �00 VILLAGE �o; SSESSOR'S MAP&PARCEL Z S INSTALLER'S NAME&PHONE NO. a SEPTIC TANK CAPACITY Jr Z. LEACHING FACILITY: (type) A L (size) f% J HlAla NO. OF BEDROOMS OWNER 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 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 I 51 2.).Elevations shown are based $ J _ on NAVD 1988. l5 \ \ Proposed Vent \ \ W/Charcoal Filter � s � 8-500 Gdllon H-20 Leaching Chambers w/4' of Stone 9 C8/1)H Fnd 0� I 4'PVC 4' Inlet Stub\ insPectlan o Pap \/ \w/WitnessZ Stok�\ O. /O i \ 'a o .'C B o 00 A Y iZ7 O D—Box 31.4' . \\ 32.0' C h S\\ J f + t G O oP�q O 2-2,000 Gallon 9� Septic Tanks H-20 Existing'Concrete Foundation 'To Be Removed 2 r TOWN OFnBARNSTABLE L6CATION .33g W,I0?rv, d SEWAGE # V!LLAGE ASSESSOR'S MAP & LOT >#STALblRIS-NAME&PHONE NO. SEPTIC TANK CAPACITY '' V LEACHING FACILITY: (type) 1 (size) NO.OF BEDROOMS BAR OWNER AA PERMTTDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table too the Bottom of Leaching Facility Feet Private Water Supply Well and 4i'piing 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 No. Fee _ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01pplifation for MispoAal 6pstem Construction Permit Application for a Permit to Construct(v<Repair( ) Upgrade( ) Abandon( ) []in mplete System El Individual Components Location Address or Lot No. 3S$ j�Ln/7 p lqvenW Owner's Name Address,and Tel r�� ackrWile Cuvveal -7� S/o A°���r"S, Assessor's Map/Parcel /(/U /Sa Pv 4-3oX ao5R, Installer's Name,Address,and Tel. Designer's Name,Address and Tel.No.L jb�-7f5— 9�6 �3o rdblsl Cvr$t,�zzflrn c P o�u 1)oV A!s�de ��'reer,5�-Assoc a e-- CoV 0�31oc� Type of Building: Dwelling No.of Bedrooms / Lot Size (C,.) 933 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 1008, gpd Plan Date o1 /D ? �5 Number of fshhe_etsr Revision Date //�� n01 y Title 6�M;06aoeA�•P�11 1 P/N, 6 1 11tCEse f- a,f c�S� le i-4, ) 74[� r' a'1,k Size of Septic Tank - "POWp2O Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) 4 Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environme o and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Healt Sig Date Application Approved by Date �jF Application Disapproved by Date /H^ for the following reasons 0'r ! Permit No._2 U-7 -S A Date Issued U� oo No. I ; Fee THE COMMONWEALTH OF,MASSACHUSETTS Entered in computer: �-- M PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes BARNSTABLE, 01pplitation for Mispos.aLt-, em'~construction Vermit ; Application for a Permit to Construct(v)r Repair( ) Upgrade•( ) Abandon Complete System„ ❑Individual Components Location Address or Lot No.3s 8 Owner's Name,Address,and Tel.No. C.)$�-rw I'!le L✓,c rJr::a:� 7;{ter elo �-T Assessor's Map/Parcel /S/q /5 a PU• /�pX,2v5c� eoku-ct SvSS- y-21s-Wt/P ! Ir�n•�st"aller's Name,Address,and Tel.No.S0,187-"711/`9 3�'j Designer's Name,Address,and Tel.No.jZ g-7�- 3 x'� '90 r�(ts e C'c>►^S�r�CX f is v �rt[. P_ e x ®S< See A1*Scars iVdis . A44 c-,-)-�Vg i/ f rc��i F < -�,,f ODL340 Type of Building: 9 �^ Dwelling No.of Bedrooms / Lot Size 9.3 3 sq.ft. Garbage Grinder( ) Other /Type of Building No.of Persons Showers( ) Cafeteria(' ) Other Fixtures Design Flow min.required) /9 U gPd Design flow provided gpd Plan Date /U�a /ate Number of sheets Revision Date �//o'Z/J/V` _ } Title� "w«r P1nn fj> <`s 1, Ctf SSi` lAccwu, �r1E' Size of Septic Tank ,�- ;?0,CWV Type of S.A.S. Description of Soil �Se„ `moo,/ /oc; - J ' 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 Environmentai'Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Sig fd-, /� �_ _`_". Date 4 Application Approved by y Ci' L Date /l/� Application Disapproved by Date for the following reasons C1 J,� _)04 Permit No. 20 U? - J-14 Date Issued /:p -----------------------------------------`----------------------- ----------------------------------''------------------ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(�) Repaired( ) Upgraded( ) Abandoned( )by 2�r In k c \ /,!. C_ .�r.� n: 1-,c- at dbte f o j l i� has been constructed in accordance / with the provisions of Title 5 and the for Disposal System Construction PermitAdeS_11'_9ginM' ow W 7 ��6 dated !�/I/�U-7 t'bt ���l i �(, r/ Installer nS`�R�L i�� , 1� Designer #bedrooms 9 Approve /GCB.A; gpd The issuance o this permit shallgio bbe construed as a uarantee that the system Uffu/�ttii'on as desi ed.� �vogvy I ector �9 / � ------------------------------------------------ No- (6f?— 5- (p Fee / ( U THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS ]Disposal *pstem construction permit Permission is hereby granted to Construct(U') ,Repair( ) Upgrade( ) Abandon( ) System located at 3`J /�dt /Z 21'11 ,e24M) A ' 'IL., bY/ V 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:Construcfon must be completed within three years of the date of this permit f /� Date ��/.,U 7 I i U�l`l ,j n= lL'1 Approved by � 1' i Town-of Barnstable *'T"E ratio Regulatory Services Thomas F. Geiler,Director * BARNSTABLE, �. Public Health Division 9� i639 ,0g '°'EVN►o�° Thomas McKean,Director 2,,00 Main Street,Hyannis,MA 02601 Office:.508-862-4644 Fax: 508-790-6304" y Installer & Designer Certification Form } Date: � ewage Permit# Assessor's map\Parcel- j 2 Designer: +—kssxInstaller: Address: 1 Address: S P 6 U.�, � 026Tt . On L Trr1_11 (11 was issued a permit to install a (date) (instalnler) ,. septic system at 3 f� �1� NJ (J&<,. 2r% based on a design drawn by (address) N-9—ZE -� dated X& PIO • (designer) 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. Stripout (if required) was inspected and the soils were found satisfactory. 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. Stripout (if require s inspected and the soils were fo sat actory. 1H of M Ass9cy o EDWARD L. G PESCE CIVIL (Installer's Signature) 0 No.3202001 O O/M S � h � ( signer's Signature ix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH 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:\Septic\Designer Certification Form Rev 03-09-06.doc L ti. ASSESSORS REF.: Map 140, Parcel 152 t 2 A 154.7' 107.9' Prepared For: B 141.2' 86.3' - C 88.5' 87.4' 358 Wianno Ave Realty Trust o 98.6' 109.1' Laura Beth Trust, Trustee E 69.9' 85.5' Note: 1.) The septic system shown / was located on the ground by / \ conventional survey methods on 02/DEC/2014. 51�0 / 2.) Elevations shown are based on NAVD 1988. \ \ -o Proposed Vent o W/Charcoal Filter 8-500 Gallon H-20 `Z Leaching Chambers 0 / w/4' of Stone C8/DH Fnd / 00 \\> 4"PVC \ 4' Inlet Stub\ Inspection / \w/Witness Stok\ Port O i' / . i O �' C ,C�• �s o /� o A O B o 04000, 12"7' D—Box ( 51 31.4' O �� 32.0' C) 'J1 � 2-2,000 Gallon Septic Tanks H-20 gyp, Existing Concrete Foundation To Be Removed L �.v 2 C8/DH Fnd 0 15 30 45 60 FEET \ Sheet Title: Dwg CapeSu ry Septic System As-Built Plan C267_3g1 23 West Bay Rd, Suite G Scale Osterville MA 02655 At 358 Wianno Ave 1"=30' (508)420-3994 (508)420-3995 fox BARNSTABLE (Osterville) MA Date copesurvOcapecod.net I 02/DECII 4 I yr+ y � f• �a v� r� �- �' £a y3 I �'s� fJ t •. L +� Y 7r .,r 1 + J , 1� .y r ; r s ' 4a t � ` � - °�y`T�•�t"may , �' W Ito- E, ..,F�• .r �ILr' ,�J 'stFl 't' /ar'- �� •�� r. yF _ " `� ,+i #` i� R•/' i�. ./.: } �.. 'F ^�1"`%?i - 4P} is - yr•� . + th 1 .. \�+ l �i ,• �Y- f 11A�I I{�V, �� `= i.r S 4 •- �.�1 ` '� � �� t �?� �.�f�,`r �'.,%' - - �; ��. •�+,� �•f`:•� , e�`J+� jk +tom �,R �4. h, _ +� +.+ '+ + �'a•'�,Y R''}. r � � �`Y�4� � //��;9 •, .. #";. • � + �e " sae y�, t. �;• y '+4. +err �f f r •+;S.+►t. '�� � •:� a '°�. -+�'- a.��'v�� +« to ���• <�'�'.4 .�y.. f ,$ �'1 r a + �I` 'Y•,r�T �.$'+}1 �• f y •�• r:,f ��"4'�.TY ~\k4,4F��'; r �, 9,x *� '. 14. s y' IAf y ai rP let- Ott i< ,2 P} f + r ' t ) I '.�e ire" a \ ! � ti�•t f'.a 4y. . �.♦t�t t..r,` fi 6i f PAN "Wc i • !�� ty +.k��\�,•r, .e♦M•" •, •Ar ♦t" .4t tit � ) *ft t i3 i 'e. ��'� a .t.. v77 �� � `fir � � .��Ji$ 'u •Y�" ` ��,..t�}+ �` `► `;l � tr � f� � as k V '�, ��, tt4 tf� ;A�(-i i aiy •.'t\�j.t��}}ex �S�i t �.i.t - �t �"2a �^�. ^�''.RS 5;�fs4. 2.(' f�"p'J�4'(,;• y�.F�i f4'�1 # 1. 8 .�, �.i M � ,�qYY�� {'U •w t�'�'3i�$��(� y"�': .k t1.h'l AAA44RRR .la �,4 tt J.vR"`�fa. s .` Y S •, f` 7� y ��.,i t R � �� R f '� � !�ai'��Cf!' t L �. ✓t• m r.t,i ter- lie. "a �....�.•►S- ,fit +d/�w.V `.s � v s''t: r t�:5a�,�`�'. r� t i f'•�.` i �`i� � •t .g '.#4 ,di.! j r 1 Oyi 4,.- �d �;`$ stper ;F • No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ' PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Application for Tigpogal *Vgtem Congtruction Permit Application for a Permit to Construct Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No.3� >n/ { w I d TeL No. ,LAM `AW WAX, Assessor's Map/parcel �- — (1 Installer's Name,Address,and Tel.No. Designer's Nam Address and No. :LJM+1`i' r un� Q,tl..a / �j 7 i-939) ��� .►CJ��r k 1, i►vlPb{� Type of Building: �� r 1' 3, Dwelling No.of Bedrooms r ize _ 7 33 ft. Garbage Grinder ( � Other Type of Buildin of Persons Showers( ) Cafeteria ) Other Fixtures Design Flow(min.required) gp esign flow prov ed 1 Plan Date Number of sheet Re ision Date41,09 ` Title Size of Septic Tan Ty e of S.A.S. Description of Soil kA $ Nature of Repairs r Alterations(Answer when pplicable) I Date last insp cted: I Agreement: The u dersigned agrees to ensure the construction and main a of the ore described on-site sewage disposal system in accordance ith the provisions of Title of the Environme .txl' nd not to p ace the system in operation until a Certificate of Complianc has been issiled by this Bo rd of Health. 4,ped Date 1 Applic-iti Approved by Date Applicati n Disapproved Date for the fo lowing reasons Pe rmit No. Date Issued THE CO/AB H OF MASSACHUSETTS BAASSACHUSETTS Compliance TH IS TO CERTIFY,that the On-sitetem Constructed X Repaired ( ) Upgraded ( ) Abandoned ).by at OK)6 has been constructed in accordance with the provisio of Title 5 and t or Disposal System Construction Permit No.066�7— dated Installer Designer #bedrooms Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector -., No... a--- Fee •x' Entered in computer: THE COMMONWEALTH OF MASSACHUSETTS Yes ' PUBLIC HEALTH DIVISION =TOWN OF BARNSTABLE, MASSACHUSETTS ZIppYication for Th5posat 6p.tem Construction Permit Application for a Permit to Construct(A Repair O Upgrade O Abandon( ,Complete System ❑Individual Components Location Address or Lot No. 3sq- 1 j nrer�s N�a of e d'di's ,and Tel..�No.� {3 U l/�SAS 1 w Assessor's Map/Parcel AG�L / �n AL Sz !v�`+` Installer' Name,Address,and Tel.No. esigner' Name,Address and T ot�t w� e u�s�" s 1 I-939q �SI . ' I Yam-► II/b4 oz3go Type of Building: Dwelling No.of Bedrooms / of Size 33 sq.ft. Garbage Grinder (OA Other Type of Building No.of Persons 1 Showers( ) Cafeteria( ) Other Fixtures J� Design Flow min.required) 19)n^^ gpd esign flow prov\ded t( 226, gpd _ Plan Date �* Z W 7 Number of sheets` Revision DDnate v?1 l y , Title S�©� � Ae � 0 WAA ! 11W�1 q Size of Septic Tank f Y J v Type of S.A.S. O t. AM . it Description of Soil r _LDIUS f2 ( S Nature of Repairs or Alterations(Answer when 1pplicable) kw- Date last inspected: I { Agreement: J The undersigned agrees to ensurelthe construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Coded not to pl/ace the system in operation until�a Certificate of f '! Compliance as been issued by this Bot rd of Health . Signed J _ Date A lic�tio Approved b i Date fog PP PP rove Y - Applicdtioin Disapproved by: ! 1; Date for the}j&&lowing reasons' i Pecmit'No. -?WMM i S`� ;/� O f 6�Date Issued I 8 f THE COMMONWEALTH,, F'MASSACHUSETTS BARNSTABL, ,MASSACHUSETTS CCeruffi-sate of Compliance � ; THIS IS TO CERTIFY,that the On-site Se 'age Disposal System Constructed Repaired ( ) Upgraded ( ) Abandoned( )by fl � at \\�lJ�Q�s� ��l has been constructed/i_n accordance with the provision`. f Title 5 and th for Disposal System Construction Permit No. L>`Tt// dated . Installer Designee #bedrooms Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date ] Insl5Rtor All . E e •1 j" .f _.._ l-_ 9 r _ _A ,a...a- - 4,�- z.=-' _ « _+r�; - - �• �No. W � ,J�V�_---———;--— —— Fee AFO THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS r. ligoolz teat Cori.5truction Permit Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( ) Abandon ( ) System located at �. and as described in the _above, for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. `E ' Provided: Consl5ruction must be completed- three years of the date o 4this, e 1 it ; t; , Date `y v�- �, Approved b" "' ij�,.r� : I 1 I PESCE ENGINEERING AND ASSOCIATES, INC. 451 Raymond Road Plymouth, .MA 02360 Phone 508-743-9206 FAX 508-743-0211 ' epesce(,corncast.net December 3, 2007 Thomas McKean. R.S., C.H.O. Town of Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Subject: Revised Septic System Design Plan,, 358 Wianno Avenue, Osterville, MA Dear Tom, As requested by the Board at our last hearing on November.13, 2007, please find attached 2 copies of the revised septic design plan for the new home and pool house to be located at 35'8 Wianno Avenue. As discussed with the Board, we have added a second 2,000 gal septic tank (for 2 tanks in series) in accordance with Title 5. Thank you, for your help with this project, and as always, please call if you have any questions. Sincerely, Edward L. Pesce, P.E. Attachment: Revised septic Design Plan Cl) (I` r PESCE ENGINEERING & ASSOCIATES, INC. 451 Raymond Road / Plymouth, MA 02360 r Phone 508-743-9206 - FAX 508-743-0211 epesce _comcast.net. .� November 20, 2014 Mr. David Stanton ° Town of Barnstable Board of Health 200 Main Street Hyannis, MA 02601 . f. Subject: Revised Septic System Design Plan, 358 Wianno Avenue, Osterville, MA Barnstable Septic Permit.No. 2007-546 Dear Dave, As we discussed on the-phone today, attached are the following documents: • 1 copy of the revised septic design drawing (the system.does not exceed 7 bedrooms, as was originally approved) • 1 copy architectural plans for the new home, and caretaker apartment/barn The revisions to the septic design involve the following changes: 1. The pool has been moved up next to the house, and the original pool house and required pump chamber have been deleted from the design. 2. The site elevations and'associated FEMA Flood Plain boundaries have been revised to reflect the new FEMA Maps dated July 16, 2014, along with the associated NAVD 88 elevation datum: Thank you, for your help with this project, and as always, please call`if you have any questions. Sincerely, Edward L. Pesce, P:E. , Attachments: Revised septic.Design Plan &Arch. plans - � .. � ^ ' - - ' ~ � . . ' U A b w ^ ' I Q � oFIWKE 'down of Barnstable Barnstable NPR°� Board of Health ,.�A MASAS. 200 Main Street,Hyannis MA 02601 A �fD MAf 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Pau l.Cannif,D.M.D. Junichi Sawayanagi I t i December 14, 2007 Ed Pesce, P.E., Pesce Engineering 451 Raymond Road Plymouth, MA 023.60 RE:- 358 Wianno Avenue, Osterville A=140 - 152 I Dear Mr. Pesce.., You are granted permission, on behalf of your client, Laura Beth., to construct a j total of seven (7) bedrooms at the property of 358 Wianno Avenue, Osterville. The design engineer shall-subrnita�re_vised--plan to show a second septic tank in series. The septic system shall be constructed in accordance with the revised plans. i Sinc ely yours w C> zc- r—+ Q VV' ayne iller, M.D. Chair n W w BOARD OF HEALTH I TOWN OF BARNSTABLE QAWPFILESTesce Beth 359 Wianno Six Bdrm 2007.doc No. J 1 P / / ! Fee _ � THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION.-TOWN OF BARNSTABLE, MASSACHUSETTS Yes I ZIPPftcatiott for-Mfs;pogaf *2UM Congtruct on Permit Application for a Permit to Construct Repair O Upgrade O Abandon O Complete System ❑Individual Components Location Address or Lot No. Ak wn is Name;Address,and Tel.No: W Q &,51... Assessor's Map/ParcelS�n Installer's Name,Address,and Tel.No. C� Designer's Name,Address and T. No. yj pe of Building: :� 30 Ty Dwelling No.of Bedrooms Lot Size$/ 7 3+� 3 sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeten"a ) Other Fixtures Design Flow(min.required)_ gpd Design flow provided 226 gpd Plan Date t Number of sheets Revision Date UPI 9 TitleAIJ Size of Septic Tank _Type of S.A.S. , Desc 'ption of Soil �/ -0► A� C. cum . ji 'Nature of Repairs or Alterations(Answer when applicable) A a I I Date last inspected: i Agreement: t The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in j i accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of E Compliance has been issued by this Board of Health. Signed Date (� Application Approved by Date j Application Disapproved by: Date i for the following reasons � y Permit No. — `ftr'� Date Issued I i -------------- ----------- THE. COMMONWEALTH OF MASSACHUSETTS Fig BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS 1S TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded Abandoned( )by at L2&)n has been constructed in accordance . with the provisions of Title 5 and the for.Disposal System Construction Permit No. dated Installer Designer _ .. #bedrooms Approved design flow gpd ' The issuance of this permit shall not be construed as a guarantee that the system will function as designed. �� V Date Inspector s�-n.,w. ...�`}i,F 't' .;,a.m��"x�3_�4"`� ,�, -�*- �"�' �.,.�"> --`f� s; �� 7aex 4'�1�§'s «,,.- �� -�::�;�4a« k,4�•�+''� ,s' '�'�' - _<:•�v9c�_.:.�•,:,.�sa3,•-.��c.w..�.,_a :s�:a�._v.E$"...•........ _.�... �_.*aW.s>s.�_.a._.-�,�� 4y" �Y,.��� Mes gage Page 1 of 4 v� Crocker, Sharon From: Laura Bresnahan [Lbresnahan@konstantarchitecture.com] Q� Sent: Thursday, July 25, 2013 4:02 PM To: Miorandi, Donna Cc: Building Dept; 'David Coughanowr'; Heath DeptMailbox Subject: RE: Septic Sizing Hi Donna - Sorry for the confusion!!! I was just brought into the project last week; I was getting brought up to speed in a meeting without the plans in front of us and my boss was going from memory when he mentioned 8 bedrooms to me. There are only.7 bedrooms for the project;the plan has not changed since October 25, 2007. 1 just clarified this by reviewing the permit set and wiUh my boss. Sorry for the confusion and thank you reaching out! Best, Laura Laura Bresnahan ,L.EED AP,BD+C Konstant❑Architecture❑Planning 5300 Golf Road,Skokie,rL 60077 T;(8-47)967-6115 F.(847)967-011 I lbresnahan(o)kon stantarchitecture.com From: Miorandi, Donna [ma i Ito:Donna.Miorandi@,town.barnstable.ma.us] Sent: Thursday, July 25, 2013 2:42 PM To: Laura Bresnahan Cc: Building Dept; David Coughanowr; Heath DeptMailbox Subject: RE: Septic Sizing Hi Laura, In further searching of our files and the building dept.files it appears that there is a bit of a problem. You stated 8 bedrooms-in your original email to this dept. the other day. #358 Wianno Ave was approved by the health dept. on 12/4/2007 for 7 bedrooms. The health dept. does not have accurate house plans as the ones presented to us on Oct.25, 2007 are different from the ones that the building dept. now has in their possession. Also,-if you have more.than the seven bedrooms that you were approved for by the Board of Health then that plan becomes null and void.You would have to comply with the Massachusetts Saltwater Estuaries Project because of an increase in flow and come back before the Board of Health Lastly, and I am sure I have forgotten something but, I highly recommend you contact Paul Roma in the Building Dept. to discuss the issues you have with the floor plan, building code, etc. I am out of the office on Friday, July 26th but shall be back on Monday, the 29th. Donna Z. Miorandi, R.S. Health Inspector ;. Town of Barnstable -----Original Message----- 7/26/2013 Message Page 2 of 4 From: Laura Bresnahan [mai Ito:Lbresnaharn@konstantarchitecture.com] Sent: Wednesday, July 24, 2013 9:04 AM To: Miorandi, Donna Subject: RE: Septic Sizing Hi Donna, Thanks very much for sending this information! I appreciate it. Laura Laura Bresnahan, LEED AP,BD+C Konstant❑ rch.i;tecture❑Plannia�� _ 5300 Golf Road,Skokie,IL 60077 T.(847)967-61.15Y(847)967-0111 lbresnahari(a,konstantarch itecture.com From: Miorand ,Donna [mailto:Donna.Miorandi@town.barnstable.ma.us] Sent: Wednesday, July 24, 2013 7:31 AM , To: Laura Bresnahan Subject: RE: Septic Sizing Hi again: Just in case you want their emails they are: David Coughanowr is davidcou ccDhotmail.com Peter Sullivan is 'peter(a)sullivanengin.com and Peter McEntee is'peter.mcentee(cbgmail.com Donna -----Original Message----- From: Laura Bresnahan [mai Ito:Lbresnahan@konstantarchitectu re.com] Sent: Tuesday, July 23, 2013 4:29 PM To: Miorandi, Donna Subject:RE: Septic Sizing Hi Donna -Okay-thank you! Laura From: Miorandi, Donna [mailto:Donna.Miorandi@town.barnstable.ma.us] Sent: Tuesday, July 23, 2013 3:28 PM To: Laura-Bresnahan Subject ,RE: Septic Sizing Hi Laura: Yes, you need an engineer or a Registered Sanitarian in the State of Mass. Time is not on my side now but I shall email you some names in the morning. Donna -----Original Message----- 7/26/2013 I Me.sage Page 3 of 4 From: Laura Bresnahan [mailto:Lbresnahan@konstantarchitecture.com] Sent: Tuesday, July 23, 2013 3:43 PM To:,.Miorandi, Donna; Health Subject: RE: Septic Sizing Hi Donna, Just to confirm -do we need to hire a geotechnical soils engineer to schedule a perc test with the Health Department? Thanks, Laura From: Miorandi, Donna [mailto:Donna.Miorandi@town.barnstable.ma.us] Sent: Monday, July 22, 2013 12:08 PM To: Health; Lbresnahan@konstantarchitecture.com Subject: RE: Septic Sizing Hi Caura: Don't know if any one answered you from the Health Dept. So here goes: it looks as[f-there is a failed 4 bedroom septic on file. To increase to 8 bedrooms you would have to hire`an engineer to schedule a perc test with this dept. and you would have to do four deep holes and two perc tests. We would have to have a set of floor plans before we could sign off on any subsequent septic permit. Call or email back with any questions. Donna Miorandi, R.S. Health Inspector Town of Barnstable -----Original Message----- From: McKean, Thomas On Behalf Of Health Sent: Monday, July 22, 2013 11:29 AM To: Miorandi, Donna Subject: FW: Septic Sizing 'q -----Original Message----- From: Laura Bresnahan [mai Ito:Lbresnahan@konstantarchitecture.com] Sent: Monday, July 22, 2013 9:44 AM To: Health Subject: Septic Sizing Hello, Paul Roma from the Building Division told me I need to get in touch with the Health department to discuss septic field sizing. We are working on a project for 358 Wianno Avenue in Osterville. I believe the septic field is undersized but am wondering what the permit process is like to increase the septic size. The home will have 8 bedrooms. Thank you, Laura Laura Bresnahan, LEI D AP.,BD+C 7/26/2013 Message Page 4 of 4 .r Konstant o Architecture o Planning - 5300 Golf Road, Skokie, IL 60077 T.(847)967-61.15.F.(847)967-01.1I lbresnahanna konstantarchitecture:com ij. . I 7/26/2013 Town of Barnstable °PYRE TOjy Barnstable 1 P� ti Board of Health . A®-AmedcaCitY Ii BARNSTABLE, - 7 MASS. ON 200,Main St eet,Hyannis MA 02601 m 039. �e °rFo MAC a' 2007 Office:_ 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi December 14, 2007 Ed Pesce, P.E., Pesce Engineering 451 Raymond Road Plymouth, MA 02360 RE: 358 Wianno Avenue, Osterville A =1.40. 152 Dear Mr. Pesce., You are granted permission, on behalf of your client,Laura Beth., to construct a total of seven (7) bedrooms at the property of 358 Wianno Avenue, Osterville. - The design engineer shall submit a revised plan to show a second septic tank in series. The septic system shall be constructed in accordance with the revised plans. Sinc /ely yours Wayne iller, M.D. Chair n BOARD OF HEALTH TOWN OF BARNSTABLE' Q:\WPFILES\Pesce Beth 358 Wianno Six Bdrm 2007.doc l Message Page 1 of 3 Miorandi, Donna From: Laura Bresnahan [Lbresnahan@konstantarchitecture.com] Sent: Wednesday, July 24, 2013 9:04 AM To: Miorandi, Donna Subject: RE: Septic Sizing Hi Donna, Thanks very much for sending this information!' I appreciate it. Laura Laura Bresnahan,'LCED AP,BD+C Konstant❑ Architecture❑Plannins, S i00 Gall Road,Skokie, I-L. 60077 T.(847)967-61.15 F.(847)967-01.1.1. Ibre s n ah an(a,kon stantarch ite cture.co m From: Miorandi, Donna [mailto:Donna.Miorandi@town.barnstable.ma.us] Sent: Wednesday, July 24, 2013 7:31 AM To: Laura Bresnahan Subject: RE: Septic Sizing Hi again: Just in case you want their emails they are: David Coughanowr is davidcou(@hotmail.com Peter Sullivan is peter(o-)sullivanengin.com and Peter McEntee is Peter.mcentee(a)g mail.com Donna -----Original Message----- From: Laura Bresnahan [mailto:Lbresnahan@konstantarchitecture.com] Sent: Tuesday, July 23, 2013 4:29 PM To: Miorandi, Donna Subject: RE: Septic Sizing Hi Donna -Okay-thank you! Laura From: Miorandi, Donna [mailto:Donna.Miorandi@town.barnstable.ma.us] Sent: Tuesday, July 23, 2013 3:28 PM To: Laura Bresnahan Subject: RE: Septic Sizing Hi Laura: Yes, you need an engineer or a Registered Sanitarian in the State of Mass. Time is not on my 7/25/2013 Message Page 2 of 3 side now but I shall email you some names in the morning. Donna -----Original Message----- From: Laura Bresnahan [mailto:Lbresnahan(&konstan architecture.com] Sent: Tuesday, July 23, 2013 3:43 PM To: Miorandi, Donna; Health Subject: RE: Septic Sizing Hi Donna, Just to confirm -do we need to hire a geotechnical soils engineer to schedule a perc test with the Health Department? Thanks, Laura From: Miorandi, Donna [mailto:Donna.Miorandi@town.barnstable.ma.us] Sent: Monday, July 22, 2013 12:08 PM To: Health; Lbresnahan@konstantarchitecture.com Subject: RE: Septic Sizing Hi Laura: Don't know if any one answered you from the Health Dept. So here goes: it looks as if there is a failed 4 bedroom septic on file. To increase to 8 bedrooms you would have to hire an engineer to schedule a perc test with this dept. and you would have to do four deep holes and two perc tests. We would have to have a set of floor plans before we could sign off on any subsequent septic permit. Call or email back with any questions. Donna Miorandi, R.S. Health Inspector Town of Barnstable -----Original Message----- From: McKean, Thomas On Behalf Of Health ` Sent: Monday, July 22, 2013 11:29 AM To: Miorandi, Donna Subject: FW: Septic Sizing -----Original Message----- From: Laura Bresnahan (ma i Ito:Lbresnahan@konstantarchitecture.com] Sent: Monday, July 22, 2013 9:44 AM To: Health Subject: Septic Sizing Hello, Paul Roma from the Building Division told me I need to get in touch with the Health department to discuss septic field sizing. We are working on a project for 358 Wianno Avenue in Osterville. I believe the septic field is undersized but am wondering what the permit process is like to increase the septic size. The home will have 8 bedrooms. Thank you, Laura 7/25/2013 Message Page 3•of 3 Laura Bresnahan, LEED AP,BD+c Konstant o Architecture o Planning 5300 Golf Road, Skokie, IL 60077 T.(847)967-6115 F.(847)967-011 1 lbresnahan konstantarchitecture.com t 3 7/25/2013 Make application!to. Piro Dapar4nont retains original applioatfort and H%i544!i-?3upM:&t9 as PemiL BARNSTABLE cl�QA&Ja4v�� T 0 W N rtl IE'R K �F AP PL I CATQN and PE'Mif W-W-3- tqr SW!Ku)bank remwal-and tramsportaflon to appfoved tank dispoaW yard in acoordanoewith the provisiow or M ftcOn 38A,5,97 OAR R-00,applicafion Is hereby made by: Tank.(liner Name(plaase peat) .358 Wianno Ave Osterville MR 0265") W-1 Frazik bo a Frank Corp, P-nvironmiental SGMN','-�'S CCT*Wuv Name. or mAdual.15211 yi.rNA-2108% AW' Ad*"-" 615 lark!ri Hi:;l R1, New Bedford, MA0274. 5 In e .94iVIVIO(If vp tyl'-v for Peralft) 8,mfum(if appWC fox,permit) 0.(IFC4 C4dffied O#ier Y9 �4M Corliried Other —_--- Tank Lwa6vo Tank Gapadfly 8(.xfjd_G",QcL, u:_ -- Tank Mneasbm(40matar x 30" Y, 48" Finn owisporfir!Cj Wasta F,rbi* Corp wivi, 31Y6 waste maaest# Nid Ci Sca.-RT:- 12889 T;TA of Inert Ou dry ice—jark yard eft erA Myor"romi, rI)jb# O.L924 pate of j,-juo F apbrv,&Lj 6, ,L�2 0,� "j 1�u a y Z 0 0 6 _ of expif ca%�A Dig We opproval Puri bar 200,60, 42 ig Sale Toil Ree TaL Nun".,-BOU-32.2-4844), Sign muro 1 Title of Ukar gran&V permit Met roiviovaka)oand FtNm%FIB-moth signod by Local Hre Dt*,I-to UST keouiatoq OwnrAwne Unit,o i Asle)Ij n P tace R,.vnt IS*I',',,D.Mlon.MA 02108-16 W, 7m } DATE o id �5 !i 7 46 �o of Barnstable REC.sx NAM �C s � SCRED. IWTE, Board of He�lth 200 Main street,Hyamis M,A,02601 Office: 508.862-4644 Susan G Red;R.S. PAX 508.M4304 Sumner Kauftao,bUT.H, Wayne A.Miler,IYLD. A hkatiom to Construct or E and-to Six ffi or More Bedrooms LOCATION Sg Property Address Wrmion i Assessor's Map and Parcel Number: Sin of Lot: S� Wvdaads Within 300 Ft. Yes Ousiness Name: No V, Subdivision Name: 4941 APPLICANTS NAM": 44� �i�b Phon --_ Did the owner of the property authorize you to represent him or her? Yes No PROPERTY OWNERT NAME CONTACT PMON Name: A(AAA, 9�� Name: l/I,�j�� G• 5�, /+ , Address: 39 MkMg S Address:-_ S_1 8A-YA,O_d�ular' Phone: Phone: 9 {� f 6Ln �C 3 Cr, CD CZ M Oh / Please submit copies is 4 apasmte completed sets.' v Four 4)copies of this applicationform V/ FoaYr(4)copies`of engred plea submitted(e.g,septic system plus) V Dour(4)copies of labeled dimsasional floor p1m submitted(e.g.house plans) I ff 2ti�t rya q,\Applicatian Forma\eixBedxcasWc=.doe No. FEE COMMONWEALT MASSY SITTS Cc '�- Board of Health, APPLICATION FOP DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abando ) - ❑Complete System ❑Individual Components Location iq(1Yt Owner's Name C n 2 �2 Map/Parcel# Q ' S Address YO )-'kit Lot# Telephone# 4�g --7o 3 o Installer's Name A+� oi)j6 v Designer's Name Al ZA Address J^D MA'4A S _ Address Telephone# '7 �57 Telephone# Type of Building eS Lot Size sq.ft. Dwelling-No.of Bedrooms Garbage grinder ( ) Other-Type of Building No.of persons Showers ( ),Cafeteria ( ) Other Fixtures Design Flow (min.required) gpd Calculated design flow Design flow provided gpd Plan: Date Number of sheets Revision Date Title Description of Soil(s) Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation DESCRIPTION OF REPAIRS OR AI TERATIONS e SSp OU / C r eX uJ}' �n an i The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees to t plac a tem in operation until a Certificate of C mpli a has been issued by the Board of Health. Signed L�.L LI..L Date v) S Inspections II No. 10 Q J FEE i COMM©NWEALT14 S SITTS Board of Health, MA. APPLICATION FOP, DISPOSAL. SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct( ) Repair( Upgrade Abandon ) - ❑Complete System ❑Individual Components Location 35 f A r V-7 J t,�_ Owner's Name .2 Fe'i? Ca A Map/Parcel# o ! �s 1- Address L�6 Lot# --� Telephone# Installer's Name Designer's Name /a f Address ��� S - Address Telephone# S ' (J(J Telephone# Type of Building / 2 S / Lot Size sq.ft. Dwelling-No.of Bedrooms ( Garbage grinder ( ) Other-Type of Building No.of persons Showers ( ),Cafeteria ( ) Other Fixtures Design Flow (min.required) gpd Calculated design flow Design flow provided gpd Plan: Date Number of sheets Revision Date Title ' Description of Soil(s) Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation DESCRIPTION OF REPAIRS OR TERATIONS 4 `'l4 r lei( � GU �C�C r GC � �� � 1 The undersigned agrees to ins the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees to ot�plac the system in operation until a Certificate of C mp_liat ce has been issued by the Board of Health. Signed \ L Date ��S Inspections No.C�00 �5 b FEE "2 S�GtJ Board of Health, >1.�C ll-5 iA MA. CERTIFICATE Of COMPLIANCE Description of Work: ❑Individual Component(s) ❑Complete System The undersigned hereby certi that Sewage Disposal System; Constructed ( ),Repaired ( ),Upgraded ),Abandoned by: i0J 0 at ,A n ^ C) L' - VJ �Ct yr has been installed in accordance with the rdovisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No. ljU�d "65% , dated 1 l S�U.� A-p-p-�ov�e-d Design N (gpd) Installer ������ �� Designer: Inspector_--�,'',,'' �� Date: The issuance of this permit shall not be construed as a guarantee that the system will function as designed. No. �oo�p '(J�� FEE COMMONWEALTH OF MASSAC14USETTS Board of Health, &d YlA4�� MA. DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to; Construct ) �I-Repair( ) Upgrade( ) b na don( •) at�lindividual sewage disposal system at �JU �'t/ i 11 �� J u—� VSI t' "c as described in the application.,for Disposal System Construction Permit No. I, 00 dated Provided: Construction shall be completed within three years of the date of t is permit. All local conditions must be met. Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date a(l 5�'` Board of Health UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 • Sender: Please printyour'name, address,and ZIP+4'in-this box T PUBLIC HEALTH DIVISION . TOWN OF BARNSTABLE 200]MAIN STREET C� A V HYANNIS, MASSACHUSETTS 02601 r = a ' #�#flFif#E#f#iEf##EfEftf#{fE113)EIlE#i.f!f#fEE##:#if#i#ffE}EE#� � r i �s SENDER: COMPLETE THIS SECTION I iijpiii�1111 ■ Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. X // Gia, ❑ nt ■ Print your name and address on the reverse 4 2 ,� r Ad essee- so that we can return the card to you, B. c ve by(Prin d Ma to of eery ■ Attach this card to the back of the mailpiece, Q ' L or on the front if space permits. D. delivery address different from item 17 es 1. Article Addressed to: If YES,enter delivery address below: ❑No =Bamardd 3. Service Type ❑Certified Mail ❑Express Mail ❑ Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted.Delivery?(Extra Fee) ❑Yes LA!IicIerservice label), February 2004 Domestic Return Receipt 102595-02-M-1540 M i e r=1 D, .,. n OFFICIAL USE r� Postage $ . 37 0 Certified Fee �6 Postmark M Return Receipt Fee d re O (Endorsement Required) / - °�S 6„o H2 M Restricted Delivery Fee i.�1f1 L LWv „D (Endorsement Required) `,1 r=1 Total Postage&Fees '�'�d USp Ln ci Sent To qgth------------------ r- Sneer,Apt.No" ;l/ C� Y1 A i 0� 6 c,d or PO Box No. "J`� l r O5l�--- —�. ..... ..........0..........--- City,State,ZIP+4 L r r e !Y/I� v3 S5' :'TUM,RX.r Certified Mail Provides:o A mailing receipt sian(eaa)Z003 eunr'008e uuo=l sd e A unique identifier for your mailpiece o A record of delivery kept by the Postal Service for two years Important Reminders: o Certified Mail may ONLY be combined with First-Class Maile or Priority Maile. o Certified Mail is not available for any class of international mail. a NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. o For an additional fee,a Return Receipt mar be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a USPSe postmark on your Certified Mail receipt is required. a For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"RestrictedDeiivery". o If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT:Save this receipt and present it when making an inquiry. Internet access to delivery information is not available on mail addressed to APOs and FPOs. Town of Barnstable �`,OFTHE Tp�� o Regulatory Services .axrrsrnst Thomas F. Geiler, Director 9�A 1MASS. •�� Public Health Division QED MA'S a Thomas McKean, Director 200 Main Street,Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 February 28, 2006 Ms Irene Bagley-Heath 40 Barnard Road Osterville, MA 02655 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, Title 5 The septic system owned by you located at 358 Wianno Ave., Osterville, MA,was last inspected on February 16th, 2006, by James D. Sears, a certified septic inspector for the State of Massachusetts. The inspection of your septic system showed that your system has "failed" under the guidelines of 1995 TITLE 5 (310 CMR 15.00) due to the following. Single cesspool automatically fails in the town of Barnstable. jl You have 2 years from the date of the system failure to bring the system into compliance. If"there are any questions about this reminder, please feel free to contact the Barnstable Health Department. BARNSTABLE H ALTH DEPARTMENT Thomas A. McKean,R.S., C.H.O. Agent of the Board of Health D COMMONWEALTH OF MASSACHUSETTS F EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS A J d DEPARTMENT OF ENVIRONMENTAL PROTECTION '�M SVev 350 MAIN STREET WEST YARMOUTH,MA i.rGi Rrr� 508-775-2800 TITLE 5 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION �� Map 140—PARC 152 Property Address: 358 WIANNO AVENUE OSTERVILLE,MA 02655 Owner's Name: BAGLEY-HEATH,IRENE i Owner's Address: 40 BARNARD ROAD E _ OSTERVILLE,MA 02655 Date of Inspection FEBRUARY 16,2006 Name of Inspector:(please print) JAMES D. SEARS "` W `7; Company Name: A&B Canco Ga Mailing Address: 350 Main Street `w U West Yarmouth,MA 02673 Telephone Number: 508-775-2800 r CERTIFICATION STA'CEMENT I certify that I have personally inspected the sewage disposal system at this address and that the informa ion reported below is true,accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DER, approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: Passes Conditionally Passes _ Needs Further Evaluation by the Local Approving Authority Fails Inspector's Signature: Date: 2-16-06 The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent tot he buyer,if applicable,and the approving authority. Notes and Comments NOTE: SINGLE CESSPOOL—ABANDON WITH PERMIT. HOUSE TO BE TORN DOWN. "This report only describerli conditions at the time of inspection and under the conditions of use at that time. This inspection does not addrr s,how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 1 Page 2 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 358 WIANNO AVENUE OSTERVILLE,MA 02655 Owner: BAGLEY-HEATH,IRENE Date of Inspection: FEBRUARY 16,2006 Inspection Summary: Cheek A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: N/A I have not found any information which indicates that any of the aailure criteria described in 310 CMR 15.303 or in 310 C&M 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: N/A One or more system components as described in the"Conditional Pass"section need to be replaced or repaired. The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND)in the for the following statements. If"not determined" please explain. _ The septic tank is metal and over 20 years old*or the septic tank(whether metal or not)is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval 6f the Board of Health)" broken pipe(s)are replaced obstruction is removed ND explain: Title 5 Inspection Form 6/15/2000 2 Page 3 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(CONTINUED) Property Address: 358 WIANNO AVENUE OSTERVILLE,MA 02655 Owner: BAGLEY-HEATH, IRENE Date of Inspection: FEBRUARY 16,2006 C. Further Evaluation is Required by the Board of Health:N/A Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health,safety,or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health safety and the environment: Cesspool or privy is within 50 feet of a surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or salt marsh 2. System will fail unless the Board of Health(and Public Water Supplier,if any)determines that the system is functioning in a manner that protects the public health,safety and environment: The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. The system has a septic tank and SAS and the SAS is within a Zone 1 of public water supply. The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance This system passes if the well water analysis,performed at a DEP certified laboratory,for coliform bacteria and volatile'organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: Title 5 Inspection Form 6/15/2000 3 Page 4 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(CONTINUED) Property Address: 358 WIANNO AVENUE OSTERVILLE,MA 02655 Owner: BAGLEY-HEATH,IRENE Date of Inspection: FEBRUARY 16, 2006 D. System Failure Criteria applicable to all systems:./ You must indicate"yes"or"no"to each of the following for all inspections: SINGLE CESSPOOL FAIL PER BARN REG. Yes No Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool Liquid depth in cesspool is less than 6"below invert or available volume is less than Yz day flow Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped Any portion of the SAS,cesspool or privy is below high ground water elevation Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water-supply Any portion of a cesspool or privy is within a Zone 1 of a public well Any portion of a cesspool or privy is within 50 feet of a private water supply well Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. (This system passes if the well water analysis performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form.) YES (Yes/No)The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CUR 15.303,therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large Systems: N/A To be considered a large system the system must service a facility with`a design flow of 10,000 gpd to 15,000 gpd. You must indicate either"yes" or"no to each of the following: (The following criteria apply to large systems in addition to the criteria above) Yes No the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zone II of a public water supply well. If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered "yes"in Section D above the large system is failed. The owner or operator of any,large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. Title 5 Inspection Form 6/15/2000 4 Page 5 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 358 WIANNO AVENUE OSTERVILLE,MA 02655 Owner: BAGLEY-HEATH,IRENE Date of Inspection: FEBRUARY 16, 2006 Check if the following have been done. You must indicate`yes"or"no"as to each of the following Yes No ✓ Pumping information was provided by the owner,occupant,or Board of Health ✓ Were any of the system components pumped out in the previous two weeks? ✓ Has the system received normal flows in the previous two week period? ✓ Have large volumes of water been introduced to the system recently or as part of this inspection? N/A Were as built plans of the system obtained and examined?(If they were not available note as N/A) ✓ Was the facility or dwelling inspected for signs of sewage back up? ✓ Was the site inspected for signs of break out? ✓ Were all system components,including the SAS,located on site? ✓ Were the manholes uncovered,opened,and the interior inspected for the condition of the tees,material of construction,dimensions,depth of liquid,depth of sludge and depth of scum ✓ Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)has been determined based on: Yes No ✓ Existing information. For example,a plan at the Board of Health.' ✓ Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable)[310 CUR 15.302(3Xb)] i. Title 5 Inspection Form 6/15/2000 5 Page 6 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 358 WIANNO AVENUE OSTERVILLE,MA 02655 Owner: BAGLEY-HEATH,IRENE Date of Inspection: FEBRUARY 16, 2006 FLOW CONDITIONS RESIDENTIAL,/ Number of Bedrooms(design): 4 Number of bedrooms(actual): 4 DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms: 440 Number of current residents: 0 Does residence have a garbage grinder(yes or no): NO Is laundry on a separate sewage system(yes or no): NO [if yes separate inspection required] Laundry system inspected(yes or no): YES Seasonal use(yes or no): YES Water meter readings,if available(last 2 years usage(gpd)): N/A Sump pump(yes or no) NO Last date of occupancy: UNKNOWN COMMERCIAL/INDUSTRIAL Type of establishment: I Design flow(based on 31.0 CUR 15.203): Basis of design flow(seats/persons/sgft,etc.): Grease trap present(yes or no): . Industrial waste holding tank present(yes or no): Non-sanitary waste discharged t6 the Title 5 system(yes or no): Water meter readings,if available` Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of infonnation: N/A Was system pumped as part of the inspection(yes cr no): NO If yes,volume pumped: gallons—How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM Septic tank,distribution box,soil absorption system Single cesspool Overflow cesspool Privy Shared system(yes or no)(if yes,attach previous inspection records,if any) Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) Tight tank Attach copy of the DEP approval Other(describe): Approximate age of all components,date installed(if known)and source of information: UNKNOWN Were sewage odors detected when arriving at the site(yes or no): NO Title 5 Inspection Form 6/15/2.000 6 s OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 358 WIANNO AVENUE OSTERVILLE,MA 02655 Owner: BAGLEY-HEATH. IRENE Date of Inspection: FEBRUARY 16,2006 BUILDING SEWER(locate on site plan): N/A Depth below grade: ' Materials of construction: Cast iron _ 40 PVC other(explain) Distance from private water supply well or suction line: s Comments(on condition of joints,venting,evidence of leakage,etc.): SEPTIC TANK(locate onsite plan): N/A f Depth below grade: Material of construction: concrete metal fiberglass polyethylene _ other(explain) If tank is metal list age: Is age confirmed by a Certificate of Compliance(yes or no): (attach a copy of certificate) Dimensions: Sludge depth: Distance from top of sludge to the bottom of outlet tee or baffle: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: How were dimensions determined: Comments(on pumping recommendations,inlet and outlet tee or baffle condition,,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): GREASE TRAP(located on site plan) N/A Depth below grade: Material of construction: concrete metal fiberglass _ polyethylene other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): Title 5 Inspection Form 6/15/2000 7 Page 8 of 11 OFFICIAL INSPECTION FORM NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 358 WIANNO AVENUE OSTERVILLE,MA 02655 Owner: BAGLEY-HEATH, IRENE Date of Inspection: FEBRUARY 16,2006 _ TIGHT or HOLDING TANK: N/A (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: concrete metal fiberglass polyethylene other(explain) Dimensions: Capacity: gallons Design Flow: gallons/day Alarm present(yes or no) Alarm level: Alarm in working order(yes or no): Date of last pumping Comments(condition of alarm and float switches,etc.): DISTRIBUTION BOX: N/A (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of leakage into or out of box,etc.,): i PUMP CHAMBER: N/A (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no): Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): 3 Title 5 Inspection Form 6/15/2000 8 Page 9 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM- PART C SYSTEM INFORMATION(continued) , Property Address: 358 WIANNO AVENUE OSTERVILLE,MA 02655 Owner: BAGLEY-HEATH,IRENE Date of Inspection: FEBRUARY 16, 2006 SOIL ABSORPTION SYSTEM(SAS): N/A (locate on site plan,excavation not required) If SAS not located explain why: Type leaching pits,number: leaching chambers,number: leaching galleries,number leaching trenches,number,length leaching fields,number,;dimensions: overflow cesspool,number: innovative/alternative system Type/name of technology: Comments(note condition of soil,signs of hydraulic failure,level of oonding,damp soil,condition of vegetation,etc.) CESSPOOLS: (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: 1 Depth—top of liquid to inlet invert: 0" Depth of solids layer: 0" Depth of scum layer: 0" Dimensions of cesspool: 6" Materials of construction: BLOCK Indication of groundwater inflow(yes or no): NO Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation etc.): NOTE:CESSPOOL ABANDON AND FILLED IN WITH PERMIT,2/16/06. PRIVY: N/A ',(locate on site plan) Materials of Construction: Dimensions: Depth of solids: Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.) Title 5 Inspection Form 6/15/2000 9 M , Page 10 of I 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 358 WIANNO AVENUE OSTERVILLE,MA 02655 Owner: BAGLEY-HEATH, IRENE Date of Inspection: FEBRUARY 16, 2006 SKETCH OF SEWAGE DISPOSAL SYSTEM . Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. 0 VJ Title 5 Inspection Form 6/l5/."M'0 10 I Page 11 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 358 WIANNO AVENUE OSTERVILLE,MA 02655 Owner: BAGLEY-HEATH, IRENE Date of Inspection: FEBRUARY 16, 2006 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to groundwater N/A feet Please indicate(check)all methods used to determine the high ground water elevation: Obtained from system design plans on record-If checked,date of design plan reviewed: Observation site(abutting property/observation hole within 150 feet of SAS) Checked with local Board of Health-explain: Checked with local excavators,installers-(attach documentation Accessed USGS database-explain: i You must describe how you established the high ground water elevation: NOTE: TEST HOLE NOT DONE AS CESSPOOL IS ABANDONED. 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S . _ I i _ I omeoy.r.,s. a.». -- n:.rr a,.r_ I r' a,.rr � >.• � e.. va > va v.. r_ .} w cvr,IN P i I.,,I �.•I ...._ ,r¢owr.�w>:a,.� A � 4 xJ=, - � I a 4 I �•� I.�I m..o.�, rel Flmx ..., e _I �•\ o_ I II ro BwA xl� 1 B.N a3 au�.6 ear[ n a^>a.>rn.naz� I M I I I ni s, xl 4 .. y NoeN s - � Partial Foundation Plan "°"' Lower Level Floor Plan SCALE:va'-r-0' SCALER -1— ` o L A=. m.,r a.w i.. JR. ._--.---- use I I� mew l� 1 Aa i q I -- - r ,.nrw rr I S I Partial Roof Plan oAAUpper Level Floor Plan ■ SCALE:1/e•-1- SCALE:1/4'-1' ■ A 7.0 g�9 ° Igg g 3 i� q A R g II - II Q^II vrY�` SCgCg i i Ir II r •Q° 11 J. 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Private Residence 358 W i....A.•e•Osterville,Musuchl BUILDING CODES: Tnacam emtnarma::aena: � / Building Code for One-and two-family Dwellings / (Baud on the 2W3 Inlemational Residential Cade) �0 GENERAL NOTES: ,a w A.The Bitldna shell dnmughly cx.minc all dnww WspccJsnumsu mga'uctl,o y hnveamnbine wdersunding allM1e Pnpus,d pmjnYa scope ofwuek. 0 Rh � p.� B.The Biddrrs shall vi[it entl esnmine lM1e nssil�eM„u4e all n<eesv 3g ON inform n u/ roa—nmm aM1di v may mwoa—mW wmpinc wofanl wh wl aawdanc<v canmcs IP B. drc,mmn(Mwwy eM spwi0<Iv6—Y / \ �.The Ge,vel C�wmncm�ll�Yout lh<P•Wos<dw^'^h a^tl be sepw�461<fm Imo £{ '[�' �� om.W rem.vryp,n �mnC sMlln isepmpcps<n mPnnl�aana remn«1iP.wn<n u,<Ia T^�wwk.Gua a�w<ro lmntnne ^'�`<® _ I +$ bA Thefy-A Con orehal i9Y nll dimemioos before and tlurwgmm�nauoP //// f1 I ,v aMm rrM1i��i,a(a ldi p.nnc. +• �—+I E.The Grn o r sha11 krcalloohk for ro th sin any/oll undo Wg - e non a(e>ca.aaon d il an mu4e ewd ull emsod gm d.s tl ,p YpEl II' C O ' I U' . t = xo �a Vicinity Map I I I SITE NOTES: st.in<eonaa<m.,ti.B imm<eimdr[<max<�---; ..ail—meaae— . Ai aM oll sad n<edetlm he resai fw bah rnshin lR maWmrih vwN `o - 52 The ons,anwsMll provide sempwwy lrte ga,adonf ds)uwdirndwNe / �� , w�n � � plena v,WwumquirN so comml the hm,u ofconvwoon. t d \ SITE DATA: \ Residential Diso-ioL RF-1 Cenirrd Lot Arta:57.733 SF BUILDWG COVERAGE GROSSFLOOR A0.EA(GFA) SETBACK$ Allowable: 11,546.W SF Allowvble: 17,319.90.W SF F.-W P,o,d: 6.WO.W SF-Main Houu Pro se pod: MAIN HOUSE Side: 15' 530.W SF-Bam 6,WO.W SF-First Fl. 3,IW.W SF-B=L Rear. 15' SW.W SF-Gmage lfl50.W SF-Sond Ft. 750.00 SF-Attic 12,2W.W SF-Pool Hoou Total: 8,850.005E ec , 01 Sitel Plan �F TM Taml: 9,210.W SF ADDITION AL BUILDWGS 520.W SF-Bam 5W W SF-G.., 2,200.W SF-Pool House Bsmt. M 12.00 SF-Poal(looac Fin,FI ■ Toml: J,632.W SF a� Gmnd Tasal: 12A82.00 SF A0.1 Excerpt from the Board of Health Meeting Minutes on 11/13/2007: A. Edward Pesce, P.E., representing Laura Beth — 358 Wianno Avenue, Osterville, 57,733 square feet lot. Edward Pesce presented the plan for seven bedrooms. Mr. McKean expressed a concern that the plan does not meet Title V. The amount of flow of 25% is the maximum amount allowed and the regulation of 310 CMR 15.229. Mr. Pesce recommended to install a second tank and use gravity flow. This would eliminate the 25% of flow going into one tank. The exercise room does not qualify for a bedroom. Therefore, there are a total of seven bedrooms including the game room and the card room in the second building. The sitting room is partially open and has non-permanent rollup screens a&b wall, thus, it ins not counted as a bedroom. The barn is'30'x 20' with no bedrooms, only electricity. Upon a motion duly made by Mr. Sawayanagi, seconded by Dr. Ca'nniff, the Board voted'for approval of seven bedrooms with the condition: 1) a second tank will be installed coming from the pool house and gravity fed to the other tank. 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I 'NIIJIIN11iIIIgiIINlI!IIIINIIXIINIIaINllllilll IINIIIII III III 1 II I I _ _ _ I i I I 1 I i i i i ® NI NI Illf IIXIIIII 1 II 1 I IIIIIII 19 II!II I � I I I I ° - = I I I I t l ImIIIIN it ; i — — — I i II � � i i IIIII IIIIIIIII III III I IIINIIIIIIIIIIINII � 1 1 � i rl INIINIIII IIINII II IINIINIINIIII IIIII I I I I � I I I I ®- I I I I I I I�� i i i i III III IIII INI II 1NINIII ; ; i i II II IIIII IIIII IHIIIIIIIIIIIIIIII III I III , , , i i _ _ _ .I I - i i I II I I IIIIIII IIII I IIIIIW I I INIII IIIIIIIXI INI N I • I I , , I II I I ® I • ; ; � I I � I � � -- I II IIIIIIIII IIII II I I II III IIIIIII III I IIIIII IIIINI I'INIIIIIIIII „ I I IIIIIIINIINIININIII IIIIIIIIINIIIILgNII I I I II 1 ---`----- I ' — — — . iF F II �-r_ ri _ I I I I I I 1 I I I I I 1 I I I fTI 1 1 i I I I I I I ' 1 I i i i i ' Ins II null 1 I Y!Ir!ICd'.III �IIII r i1 I I II ��oI�ICIIIGun,II I I I I I I I I — I f I I I I 1 I y II IINIIIIIIIIII Iblllu NI III+NI�IN III III' 1 1 I- I _ lmi � I I I I I , • I I I I I x I I I �m < 3 i i . . . — i i ° i i INIII �III!lll IVlug INNI I I I I I I 1 II ^N I I — 1I tlly,l!; i i I a i ; lNu ^;lti,l p ll%h II I I — L1— I I I I 1 I 1 I 1 I i I I ( • Konstant ❑ Architecture ❑ Planning = ' 5)0 0 Golf Roe 0 S k o k I e I l l l n o l e 8 0 0)7 8 17-9 8 7-8 1 1 5 _ Private Residence 358 Wianno Ave,Osterville,Massachusetts •d_a.v -. 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DETACHED GARAGE _ r .. \) • e 'FOUNDATION PLOT PLAN - -.. ? - - � SITe PLAN _ co �`1 a REVISIONS ' ., - - - - - •-.r .. ., ._. .. - SCALE PROJECT# DATE ISSUED Cp � s # DATE DESCRIPTION -358 Wianno Ave; `' r �- ' - • As indicated 147044.00 3.18.2015 ' - -Osterville,MA 02655 k - , - _ SITE PLAN Al OO *• a 617 262 4354 cbtarchitects.com �• ' - ' n Cbt 110 canal street boston,ma 02114 - -+s, _ W - -------------—————— A302 ------------------- --------- -------- ' i I PLAN NOTES -------------- 1.ELEVATION ELEVATION 2.ALL ELEVATIONSIONS ARE ESTIMATES. GC TO VERIFY. F f • •R• 3.ALL STUD WALL DIMENSIONS ARE TO FACE OF STUD UNLESS OTHERWISE NOTED. '1077 MASONRY/CONCRETE DIMENSIONS ARE TO FACE OF MASONRY/CONCRETE. 4.ALL DOORS BE 6-AWAY FROM WALL,UNLESS NOTED 5.INTERINTERIOR THRESHOLDS AT WOOD/TILE TRANSITION TO BEE WOOD WOOD TO TO MATCH WOOD FLOORING. - - 6.ALL BATHROOMS AND ALL BEDROOMS TO BE ENCLOSED WITH SOUND ATTENUATION _______ BLANKETS (91 WALLS,CEIUNGS,AND FLOORS. T ------------- ^ - - 7.PROVIDE BLOCKING FOR ALL BATHROOM ACCESSORIES,SEE INTERIOR ELEVATIONS FOR LOCATIONS. PROVIDE HEAT TRACING AT ALL PLUMBING PIPING IN EXTERIOR WALLS AND UNHEATED SPACES TYPICAL, ` a •` 9.PROVIDE COPPER PAN W/DIRECT DRAIN UNDER CLOTHES WASHERS. I r 1 10.FINISHES WITHIN CLOSETS TO MATCH ADJACENT ROOM, 11.UNLESS OTHERWISE NOTED.ALL CLOTHES CLOSETS TO HAVE METAL ROD AT 5-6' " • . y I AFF WITH PAINTED WOOD SHELF ABOVE.LINEN CLOSETS TO HAVE(5)16'DEEP - ____ - DWGS A201 A20d. I ti I WOOD SHELVES ON LEDGERS,EVENLY SPACED. I ~ I 12.FOR BUILDING ELEVATIONS AND BUILDING SECTIONS,SEE - I 1 I 14.FOR ENLARGED STAIR AND SECTIONS SEE OWES AION SEE 14.FORE%TERIOR DOOR AND WIPIDOW.INFORMARON SEE DWGS ABOI AND A851. , D . . D I •� _+ I I I I I r -------------- ------ ` � I I ---- ----7 7JL M - '-91 a r — — --- ----- • II c : 21'-5' I i g P MECHANICAL FAMILY ROOM ROOM ® —_—_ I I — j I IeFolo - . 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' ". fI1L�LI�l7�.;i17�YJiii' LI!Tl Illltl_ti�� - I r I 1 r ld SECOND FLOOR PLAN-WOFiNING - Vim..• /' 'E AREA • - I ACCESSIBLE ROOF SECOND FLOOR-2,427 SF s - ` J El 21 42'-7 ire REVISIONS " �jCQO p #-DATE DESCRIPTION 358 WIC41Y1 no Ave SCALE PROJECT# DATEISSUED Osterville,MA 02655 1/4"=t'-0" 147044.00 3.18.2015 CbtS17,2624354cbtarchltects.com SECOND FLOOR PLAN �� O� 110 canal street boston,ma 02114 J K A002 .. e • w 23/4' �. 4.11/4' 43'-0114' 4.1114 _ ' e .. - ` ,.. '. ,. :� rf r Qtrr1��.,i ilaJi rr`ft f -.J.i1.-T i11111,1'f r`Y:11,Ii`1i"rfiY'1'11.:.._I..IT..-.7..i,I•:..'Y 4-1 'i`I-"r`I7Ttl i 11„:T r[:,IT1,,. t,J li;'(i. ,! ,rt7p'"1iYjl n1 r i[`r'i P 'f itt�"T . U-.1 rrl ,I�I -.It �.r;-JL1'rr,LI:J!t,!.Ir J'..rrlIS:11r.IIIAIr 14..af..yft{lnotr?r�'tr'rr'14i.1 rl[,tl ullr r!.:i!.;�. I !....;f?!t(I't.�Il.r It.n.["Ii err!r'L I.rfi If;1.t!� nl1'4rt�'{I, t.T[ ;4!,It. l.n,,ti,r!xllt [+,.. _. 1•• 1�.n,14h1.It fl.?._I:Ii I[,-,IL.rf.1�..1,`.11�rl L,.frl�,I li,r[{il In i_7I1u11,i� i.! 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[.]{111.,.Ll�IJL.-------------- '1 GARAGE ROOF PLAN w r 2 1GARAGE FIRST FLOOR PLAN - ° IF AREA v DETACHED GARAGE—685SF t ` Cb REVISIONS# DATE DESCRIPTION 358 Wlanno Ave SCALE PROJECT# DATE ISSUED ' Ostelville,Iv1A 02655 1/4"=1'-0" 147044.00 3.18.2015 6172624354cbtarchitects.com GARAGE PLAN C bt 110 canal street boston,ma 02114 Al O ■7 "'O 1.5 � O 3.7 4 4.2 4.3 „e-23/a 4.7 4i8 5 5.3 (� 7 7.4 �• 15'-1114" 11'-1a' • 17'-6314" ,1.-,a• Y t8'-2' 21'-6- i1Y-11/7' l 12'-11/4" 1 15'-11/4" 8'.512" �3'-41/2"1I 4'-956' 1 7'-1112' � 4'-95/8' j3'-412"r @'-51? 1- � T-91W 13'-83/4' 2314" 41'-81/4" 37'-8" 23/4 ' Y^ �`-691 ri 0- - - - - - --- --- - - �--- - --- I- - - ---�-- - - I - _---- --- - - - -j- -j j__-- --- --- - -- ---- - - -- --- - -------- m - ---=---0 I ' ---"P 11-,6.23w•, I IL I I I I I � 1 I I CO ORDINATE ALL SUNKEN!GARDENS WILL 8 STAIR DIMENSIONS A (SE TYPICAL DETAILS FOR WALL REI Nf.) j ►, - 14 123/4• 24�8" I B' 812E 4 --__-T ' I ,•-6,lY I I � � � � I I I I I I I � �-------� I I I I � -1 - -T-IF4 I I1- -IF4I 1IP I ------- I 1 1 ------- - -- I - - -F o ------ --- I I I -};----------j - -O L_-_J L J L_______J I R 2 'B,2 ry ; I I I I T I I I 'I I IF3\ I/ �----m ------J I I I I I L------- I mP' 1 FTG r I �o -I- _ J I -- I ---I N•PJ I NCRETE SLAB REINFOR I I [• I I 1 _ wBA6-V2.9,W2BWW.F. , � , �-� (BASEMENT) ' _J I I ICI _ m I BET 1`DP$OF ALL INTERIOR I ry I --- --- ---_-1 I � _ 14'CONCRETES BREINFORCED I ' 4 O -0 634 .w/6kSW2. 9 W.W F. I I Ori- IF3( ) CONCRETECOLUMNFOOTINGS S OBAS6MENIT 1- BELOW FIIIIISH SLAB ELEVATION, -- ------- -Je i -12'-31R' U.N.O. _ 4 rF4 '-I _I-_---_-_-_- I t I I L _ ___ _ 1 I p -- -- _---- tB12 'I �- _�-'. -t-_�_-_'_ _-�'1- __[__-_---_� (DOOR) I IT 23/4'] I _-_ O.8 J L 834 I L -- -i I ---- �' -T - -I-� r, I- n -+-IF4 -+-IF4 - I r -Lvy L_-_ I [F3 I C.2- - --.- ---- - --- -I t- - - - ---[- 1- I- -- - - I -I - --= - - - -- ---- -- --- C.2 I I I � j [�---�- r- - L ry < + m I I 1 AT FT REINF ry , T . -_ -- _ ----------_ - �P _J2"M G. -� 4"C ryI -W2.9xW2.9W.W.F. I IF2 1 - ---i- 1 _ 7- -1 I I I - mBARSWAY w/#5�12"O.C.. I ,�y �. 1 (BASEMENT) - 14 23/4", -_,-__ BOT.BARS EA.WAV L _ 1 I I I'-' '� 171 MAT FTG.REINF. Y I I 3 __ IF811 11 F3 181z I B,z . C.6 ---- -------- -- --- ----- t- I -------- - /r�_"2 �' I 1 -1 -- - --- -0'-saw" 1I III t, 1-` , I = y=r- rs3oz �J 1�4 II I I --- LI [-`- - -- -- �- -- - - t - t- f- --- - - [ - -[- -- -I -I -- - --- i I- ------- - I ( I i I ' L-I -j L_I_;I L_1 i i - L_�_-I I j I I I _� 1--I -� - -I--a - I-----r=- ----= --t }--- - - -I i- - ------- -----0 0 5 I L_____ .. + -• S CONCR TE SLAB VJP� `STEP m I I 5302 I I" \ REINFOR EDw/6x6- I I I I I I I I I I I _ gyp--___ _____Jr J 1 - W22AN2,9W.W.F. \\ I I r____ (-15-23a ] 1 I (GARAGE) 1 STEP _ ________�� 1 1 P CB I I 1 1 5 -8117 �23/4 I zr-i,1rr 5 1 1 {� I I' I I I I I B,2 r�_______1________ ____ 'J b I B,2 I I I O+ 1 I�� 1------ ---- --- ---- <',_ 17 1'-83'4' FTG STEP ' - I I I I I I I I I I 530 _ I I / / I117 I I -1'-B3/P' Iry I 5302 3/4• • I I -IS-23r4 m I I '22-83/g 8' f . __- L-___-____ _-_ -_ _-_ ' / I I- 1s-23,q 1- r- I - -- ry NOTES: ry . _. 23/4" 24 3/4" 21/7 14 @ I i I I ( i I i 1. COORDINATE ALL WORK(INCLUDING FLOOR ELEVATIONS,DIMENSIONS,FINISH DETAILS,PENETRATIONS,ETC.)WITH THE ARCHITECTURAL DRAWINGS. 24'Lg _ - WOODPOST SCHEDULE rt I ---I-- 2 #p'aM -INDICATES TOP OF NEW CONCRETE FOUNDATION WALL. TTT � 3.[p#�#•],-INDICATES BOTTOM OF NEW CONCRETE FOOTING ELEVATION -MARK SIZE - j-- -I ,-r- '1-----L--1•-------- ,�►�V°d. 44 23/4 �'8 41 81/4" 1-23/4" 4. BOTTOM OF ALL NEW E FINISH GRADE. FOOTINGS SMALL BE LOCATEDA 0� 1ElL `off � � MINIMUM OF 48"BELOW FINISH GRADE. PSL44 312'x3,/2'PSL POST ` /1\ 5. -INDICATES FLOOR ELEVATION(TVP.,U.N.O.). ♦ •cN PSL66 31/2k51/4"PSLPOST \ I J 6 3.7 4 4.2 4.3 4.7 4.8 5 5.3 6 $ • - '"' "` PSL66 5 1/4"x5 1/4"PSL POST , :+ S302 6. F# -INDICATES NEW CONCRETE FOOTING TYPE.SEE"FOOTING SCHEDULE"ON THIS SHEET. 7. TOP OF PIER ELEVATION IS g BELOW TOP OF SLAB,UNLESS NOTED OTHERWISE. �,eL FOOTING SCHEDULE CONCRETE WALL SCHEDULE I ° B._CW# -INDICATES NEW WALL MARK.SEE"WALL SCHEDULE' THIS SHEET. SIZE REINFORCEMENT MARK DESCRIPTION FOOTING _ 9. ALL FOUNDATION B SLAB-ON-GRADE DESIGNS INDICATED IN THIS SET ARE BASED UPON THE ASSUMPTION THAT POSITIVE FOUNDATION - `V MARK W L D BOTTOM BARS BOTTOM BARS CB @'CONCRETE FOUNDATION WALL 17'x2'-O'REINF.w/(2)-#5 CONT.,U.N.O. - DRAINAGE AND UNDERSLAB DRAINAGE SYSTEMS SHALL BE PROVIDED IF ` (WIDTH) (LENGTH) (DEPTH) (LONG DIR.) (SHORT DIR.) C12 17'CONCRETE FOUNDATION WALL 12•'x2'-0"REINF.wl(2 Jt5 CONT.,U.N.O. FOUNDATION PLAN REQUIRED,BASED UPON THE RESULTS OF THE SOILS INVESTIGATION. �j ' F3 3'-0" 3'-0" 17' 4-#5 4-p5 ) THIS0BASEMENT FICE RECOMMENDS FOUNDATION DRAINAGE SYSTEMS AROUND k B12 17•REINFORCED CONCRETE BASEMENT WALL 17'x3'-0"REINF.w/(3}#5 CONT.8#5 x7E"LONG®19'O.C.,U.N.O. SCALE: F4 4'-0" 4'-0" IT 5-#5 5-05 R12 17'REINFORCED CONCRETE RETAINING WALL SEE TYPICAL RETAINING WALL DETAILS - - F5 51-T 6-a. 10" 6-#5 6.#5 - f F8 4'-0" 8'-0" 10" 5-#5 9.95 - G REVISIONS 1223Mi Sp SCALE PROJECT# DATE ISSUED S # DATE DESCRIPTION 358 Wanno Ave ring Avenue As indicated 147044.00 3.18.15 Osteiville,MA 02655 I North Providence k(02909 WIND Phone 90l 724 98 FOUNDATION PLAN S 101 �bt6172624354cbtarchitects.con- Fax: g01.729.1981 / • 110 canal street boston,ma 02114 stmctuml engineers v .Odehengineerscom , 21'-81/9' '-77 8•-21/8" + 8'-21/8" z_8" -• . I � I - • T' -zx4 LOOKOUTS @ 2-0'O.C. II IAr11 -----------------T J.- 1 i I- I_I 2x10916-O.C.(ROOFRAFTER) -DOUBLE JOISTS ___________1 I BELOW 2x8 STUD VLB 1 WALL ABOVE GABLE END WALL • -J � �_� � j I I I - - I - I r—J 31/TeSTDti-� I 1 s'ri HD HD ^ I I ' r__�PIPE COL. f.l_ 1 •••,, IFs I I 5302 I I HEADER l_ �___—_ _ —_—_—_I l__ ___- __—___—_- —_—_— __—_ _—_—_—__ 1,!_ -12'CONCRETE z a -- (fl ROOF FRAMING: FOUNDATION WALL _A n0 ' 1 3 1/7 o STD. -I I�-2'-0"CONCRETE O 3 0 - - 2112 rG 16'O.C.(CEILING JOIST) PIPE COL. WALL FOOTING U `� I__ I 2,10 @ 16'O.C.(ROOF RAFTER) - f ` I I I 2K8 32"O.C.(COLLAR TIES) i. --- --_ —I L-�-J SEEARCH. I I 5106 5106 -- -- I I I 7 —CONTINUOUS (, 0 ro • � � 117/8°FJ(e216'O.C. UNREINFORCED I I 1 _ ` C3'ONCRETE RATSLAB I I _Oh! i -- -_ -- ' CRAWL SPACE) I C12 O o _ __rr -- r--� PRE-FABRICATED It L._ ' I _ _F3 ------- ------ __ Il�lfl — CUPOLA(COORD. dP I------ ------- i _ -'—_—_—_ —_—__ L_I-�J\I —_—_—_—_ -_—_—_—_ _ -_--- -pm_--I I� I w/ARCH.) I. I `31/2'o STD. I -I -0-3314 1 � PIPE COL. O -I JI I I I I I i I - 2x6 @ 18"O.C.GABLE END WALL 10-10" 10'-101/8' `2x4 LOOKOUTS Q 7-0"O.C. , FOUNDATION PLAN 1st FLOOR FRAMING PLAN . ROOF FRAMING PLAN I SCALE:yi6'=1'11 ' �SCALE:.3/1 S"=1'-0' aS COLLAR TIES @ 32'O.C. - / SW WOOD RO NOTES SHEATHING ONN 2 TYPICAL 2x4 WALL HEADER SCHEDULE x C0 RAFTERS®16°O C12-1r CONCRETE FOUNDATION WALL ROUGH OPENING WOOD HEADER PROVIDE HURRICANE STRAP 2 s Q 16'O.C.EXTERIOR WALL WITH 1?APA / ANCHORS AT ALL RAFTER RATED STRUCTURAL WOOD SHEATHING UP TO 3'S WIDE (2}2x8 WITH SINGLE JACK STUD BRG.®EA.JAMB BEARING LOCATIONS FASTENED w/0.131k 21?NAILS 6'O.C.ATAL ® OVER 3'S"UP TO 5'-0"WIDE (2}2[70 WITH SINGLE JACK STUD BRG. EA.JAMB _____—_— _—_—_— _ T_O.SHEATHING 2n_G�1 PANEL EDGES AND AROUND ALL OPENINGS AND @ 12 O.C.ELSEWHERE. OVER 5'-0"UP TO 6'S'WIDE (2)-2x12 WITH DOUBLE JACK STUD BRG.@ EA.JAMB 2x12 CEILING I JOISTS @i6'O.0 t- { al@16'OC.BEARING WALLS TYPICAL 2x6 WALL HEADER SCHEDULE ROUGH P OUG OPENING WOOD HEADER 4 UP TO 3'.e'WIDE (3)-a8 WITH SINGLE JACK STUD BRG.®EA.JAMB - 5302 OVER T-6-UP TO 5'-U'WIDE (3)-2x10 WITH SINGLE JACK STUD BRG.®EA.JAMB i -_ FIR$FIRST-FLOO_R_�1 OVER 6-0"UP TO 6'S"WIDE (3}202 WITH DOUBLE JACK STUD BRG.®EA.JAMB _— TyC 0-"�L NOTES 1.FOR OPENING WIDTHS GREATER THAN SHOWN,CONSULT STRUCTURAL ENGINEER, 2.SEE ARCH.DRAWINGS FOR FLASHING DETAILS @ WINDOW 8 DOOR OPENINGS. 22 3.PROVIDE PLYWOOD SPACERS IN ALL MULTIPLE 2,HEADERS WITHIN as EXTERIOR AND/OR LOAD BEARING WALLS TO MAKE UP DIFFERENCE OF WALL THICKNESS. FOOTING SCHEDULE SIZE REINFORCEMENT MARK W L D BOTTOM BARS BOTTOM BARS --SECTION (WIDTH) (LENGTH) (DEPTH) (LONGDIR.) (SHORTDIR.) �� \ 4 F3 3'4r 3-0 r 4-as a-as a. SCALE: H ' F4 4'-a' 4•-0" 1r s-as s-as .N s °']s`• F5 51-W 6.0' 16• s-as s-as A FB 4'-0' e'-0' t0' s-a5 s-a5 o/ pp'�" REVISIONS p 1223 Mineral 5 rin Avenue SCALE PROJECT# DATE ISSUED # .DATE .DESCRIPTION 358 Wianno Ave F g As indicated �147044.00 3.18+15 Osterville,MA 02655 I I North Providence,RI 02904 engineers Fax: 401.7241981 BARN FOUNDATION& S 1 06 cbt 110 canal street Fax: 4o1neei,c m FRAMING PLANS 110 canal street Boston,ma 02114 structural engineers www.odehengineers.com - , 4 • i t i e ' •�, RCP NOTES t• • • f 1.ALL MECHANICAL DIFFUSERS AND GRILLES,FIRE ALARM 1 { -- '--- - DEVICES' E C S SPRINKLERS.SPEAKERS AND RECESSED LIGHT FIXTURES ARE TOBE ORGANIZED AND ALIGNED UNLESS OTHERWISE NOTED. x10 GRILL `- 2.CONFLICTS IN LOCATION OF MECHANICAL DIFFUSERS AND i112x/0 GRILL 5'-21/4"m 12 "1� '12x10 GRILL 4 _ 101/4' 3-101/4" GRI GLLES,FIRE ALARM DEVICES,SPRINKLER HEADS;LIGHT • r f _�LRl LRl FIXTURES AND OTHER CEILIN -MOUNTED DEVICES ARE TO BE LRI COORDINATED WITH ARCHITECT PRIOR TO PROCEEDING. ®smoke dodector - e - MOKE LT2 LT2 LT2 LT2 LT2 H a 4, LP15 PROV IDE FIRE RATED WOOD BLOCKING ABOVE CEILING AS A - 8 - _ 1 zr REQUIRED FOR SPECIALTY CONSTRUCTION ITEMS,IE:RECESSED DOOR HARDWARE.RECESSED PROJECTION SCREENS,ARTWORK yh f T2 STAGE ROOM Wii ROOM I PIS r HANGING SYSTEM,SECURITY CAMERAS.MOTORIZED SHADES,ETC. - 4 9..WH ERE NO CEILING PATTERN IS SHOWN,ASSUME LEVEL r Ir1V!' �1 L� -�LRI Sil IURI�_ yyA�—y 4�LR1 _ - �MOKE� LRl� _ _ PLASTER GWB FINISH UNLESS OTHERWISE NOTED. RILL - _ 1 REFER MEP PDRAWINGS Xp , ` ✓ ;, �Y _ _ ^t_ 112x10G "Z 1.-0. T5" 2'-0' 2'-0'N 0. E O /F FOR ADDITIONAL DEVICES.ANY CONFLICT OF INFORMATION TO BE BROUGHT TO THE ARCHITECTS Y y 12x10 T PINK ROOM ATTENTION FOR DIRECTION. t y 76 GRILL ✓r,: n r. Sil 1010 8'6 LIGHT-FIXTURE TYPES,• . EQ EO LS11 GRILL LLL555I1 0'-4' .ILRI ,,LLSMOKE LR3 SM�OK( 9.4_ Lam—_ � R 1- �"— 41DGRILL „ a - ,T , • ALL RECESSED LIGHTS TO BE IGHTOLIER OR EQUAL LED, Y-111/4' d-111/4' 7-7116' 2-703/4 4'6' 3,71/4" ' ; g-4, DIMMABLE 4'DIA,WHITE TRIM,W TE SMOOTH BAFFLE r` + __________ .. . .� END Y 2 PENDANTS,TBD C1 •''. "a . "',. '• ' . 1-23I'1 24i8 GRILL I 248G IL 24x8 RILL, a 16/6 .. , L1 LKl -zaxe 1g g _ t� 1. -LS24 - . .... I GRILL 3-0 '3 i i nrwn!kTrr+'!!rrI 161 ROOM I m LS29 ____ L527 FAMILY ROOM. - - 9•-<• 24x8 * _10.-0•'4 L528 - - - -—I- 6. TT I I LS24 I I`SMOKE DET. LS24 GRILL L528 GLASS 9flEAK SMOKE DET. '161 1816 _ —- - .. LS28 9'-4. 1 1 R .LS24 - IL LE SMO -_ ' L{tl 1'-0' 4'-7^' 2'-0' 4'-0" 4'-93B' 467B 4 2'" -— B " ° ' T L BASEMENT t 8 2 3-11 /l- .. LS24 .LS24 e. g.-4... TRANCE 14 GRILL o LS24 g LS24 pm 177 :� •e - BOTTOM OF BEAM EN LS11 _ -— _ 1 a' _ LS 1 �. L52 Lf13 * 9'd'ABOVE FINISH OR GWB -'- - - - N L Y. LL{ �1 ____ LKl lax _ - _ s § - LRl- 'liP- - —� �1_ - - -GLASS BREAK SMOKE DET. a - ACCESS G L i ZZZTTTJJJ it < - w - .BOTTOM OF BEAM ELS - ..: SMOKE DET: _* LR3 4 LR .t L d LR3 - -B'ABOVE FINISH FL R ISMOKE 1,-012' _ .. 10•-0. g 4• - 4 T 1 e PAN w` ..♦ � I e e i i I I - �WAP _ a IA 3/4' L LG LW14 P7 ,d m• - 4 r-n 12' _ � 'Lf�l �' 'LP11 L1 . . - Cf�l` 9 B'-101/d' 6-101/4• 4'.72Ld' - I '° L_-_ _ �21 Rl _ _ _ _ _L 4 4 _ - •GW8. - 9WB• § LRl LS24 -LS24EXPOSED :q 3-0 13 r• N x .. I. 1Y 0'p' I1�-0' �10x5.5y3.CEILING a 2'-0. 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UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION METHODS ELEV.= 33,5 RISER WITH CONCRETE COVER TO WITHIN RISER WITH CONCRETE COVER TO WITHIN VENT WITH CHARCOAL FILTER SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL CODE AND ANY 6"OF FINISH GRADE OVER OUTLET 6"OF FINISH GRADE OVER OUTLET WITHIN 6"OF FINISHED GRADE 4"SCHEDULE 40 PVC MIN SLOPE 1% 2"OF 1/8"TO 1/2"DOUBLE WASHED STONE APPLICABLE LOCAL RULES. FINISH GRADE OVER ACCESS BOX WITH COVER TO GRADE @ FOUNDATION = 32.8' TANKS EL.= 31 •9' FINISHED GRADE 5"DIA.OUTLET(S) 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE PLACE RISERS ON ALL DESIGN ENGINEER. 20" MIN.ACCESS COVER TOP OF SAS= 29.5' CHAMBERS WITH INLET 9"MIN. 20"MIN.ACCESS COVER } 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL (TYPICAL FOR 3) " 9"MIN. " 9"MIN. PIPES TO 6"OF FINISHED 36 MAX. (TYPICAL FOR 3) 36 MAX. GRADE SYSTEM UNLESS OTHERWISE NOTED. 36"MAX. 36"MAX. 28.5� BREAKOUT EL = 29.0' INSPECTION PORT 4. 'TO PREVENT BREAKOUT,THE PROPOSED FINISH GRADE SHALL NOT BE LESS THAN 4"SCH.40 PVC SEE NOTE#20 ELEVATION =29.0'FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. 6" 3" 2"DROP MIN. OVIDE WATERTIGHT o - _ _ 3"DROP MAX. 3 9 6" 3„ 2"DROP MIN. o � o 0 SCH.40 PVC _ 3"DROP MAX. 3 9 4"PVC IN FROMNTS(TYP.) 5. SLOPE ALL SOLID PIPE AT 1.0/ MINIMUM. _ O SEPTIC TANKOUT TO O Coo O 644 FROM PUMP ,. o0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 14" �- " G FACILITY o0 29.8711429•50' o0 oo 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK 28:97' 28 $' 2' 0 0 0 0 0 °° o ti � oo FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. 0o I-� oo SYSTEM IS NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM 30.25' 48" 29•7 29,67 48„ OUTLET USHED STONE 1 00 00BOARD OF HEALTH AND DESIGN ENGINEER. MECHANICALLY oo 00 0 0 \ 0 0 0 TEE COMPACTED BASE 4.0' 8.5'(typ.for 1) 4 0' 8. ELEVATIONS BASED ON DATUM OF 32.84'NGVD FROM TOP OF CB/DISK AS SHOWN ON PLAN. 17.6' 22"ZABEL FILTER 4.0' 4.0' MODEL#Al801-4x22 5 OUTLET DISTRIBUTION BOX 59.0' (4.9' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION THROUGH TO BE INSTALLED ON A LEVEL STABLE < 19 T 12 9' DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT 1-888-DIG-SAFE BASE. FIRST TWO FEET OF OUTLET 26,5' GROUND WATER ELEV.= AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES TO THE DESIGN PIPES TO BE LAID LEVEL. 6 - 500 GAL. CHAMBERS 5'MIN. ENGINEER. AV 6"CRUSHED STONE 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE OVER MECHANICALLY TYPICAL CHAMBER PROFILE CHAMBER END VIE�N STRUCTURES SHALL BE MADE WATERTIGHT. PROPOSED (2) 2000 GALLON CONCRETE SEPTIC TANKS COMPACTED BASE(TYP.) CROSS SECTION VIEW LENGTH 12.0' WIDTH 6•5' DEPTH 6•0� 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING E DIMENSIONS PER DISTRIBUTION BOX DETAIL (H-20) CHAMBER DETAILS(H-20) REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM SEPTIC TANK PROFILE ACME PRECAST CO., INC. NOT TO SCALE APPROPRIATE AUTHORITY. NOT TO SCALE NOT TO SCALE TEATICKET, MA 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED UNDER PAVEMENT, DRIVES OR TRAVELLED WAYS IN WHICH CASE THEY SHALL BE WITHSTAND H-20 LOADING. K .� �► - �} TEST PIT DATA NOTE: MAGNETIC MARKING TAPE SHALL BE PLACED , f =" 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. ALONG THE TOP EDGE OF EACH SYSTEM COMPONENT. }`�' Don Desmarais, INSPECTOR: R.S. .- r, j ' Edward L. Pesce, P.E. 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE F 'off XISTING INFILTRATORS (TYP.} - s MATERIAL FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. REPLACE ALL UNSUITABLE :_ �� �� �,�,,.� SOIL EVALUATOR: DATE. April 20,2006 MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, FINES OR OTHER UNSUITABLE r'O CB/DH XISTING PERFORATED (FND) PVC DRAIN PIPE (TYP.} �► ° ' „y TEST PIT#: 1 MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). m_ - O \ ? \ a st ELEV TOP= 31.8' 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES EXSTING YARD DRAIN \\ c +r g , \ ? �<5 FOUND IN SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. ELEV WATER= ' , <21.3 �✓ <2 MIN/IN 16. PROPOSED PROJECT IS LOCATED WITHIN: k �*t PERC RATE_ „ " ASSESSORS MAP# 140 PARCEL# 152 INV. OUT=26.5' DEPTH OF PERC= - \. CLEANOUT TO GRADE �� \ �."' • r' := TEXTURAL CLASS: 1 ZONING: RF-1 20 =t r MINIMUM REQUIREMENTS&SETBACKS: EXISTING SHED r / �, \\ `9s7 ��` \ , \ ��" MIN. LOT AREA=87,120 S.F. PROVIDED=57,733±S.F. TO BE RAZE MIN. FRONTAGE=20' PROVIDED= 150.00' ",� FRONT SETBACK = 30 FT. 1000 GALLON \ 'I �'9 .fir - ff Q A \ Sandy Loam SIDE 8� REAR SETBACK = 15 FT. PUMP CHAMBER SEE DETAIL � � � : . � �-� 4`�� / +i � a�����" 10" 30.9T 2�\ , }; FEMA FLOOD ZONE C, B,A13(EL. 12) f INV. OUT ' �� " f B Med. Sand AS SHOWN ON COMMUNITY PANEL# 250001 0016 D POOL �. -27.25 I' I r fo o / 10YR 6/8 "` ' `A 17. OWNER OF RECORD: LAURA BETH,TRUSTEE i HSE "\ ° I 10/o Gravel \/ = ► � :; 39" 28.55' � . ADDRESS: 39 MARSHAL STREET A ADD ESS- I ' ¢u ' t 40" 28.47 ��`� s } �,� ,� � BROOKLINE, MA 02446 DECK r 4 II I CB DISK Perc - EXISTING DWELLING � I I C, \ (F�D)�''/ / � �' `� ham' %11 26 g7' 18. DEED REFERENCE: CERTIFICATE 179649 , va TO BE RAZE � -'��' �O� / N I I I I �� ��� '"w► , ¢X 19. PLAN REFERENCE: L.C. PLAN 4178 E 5� rn POOL x � INGROUNDa�1 �� { ' C Med. Sand / t 0�' + 2.5Y 6/4 20. A 4"PERFORATED SCH.40, PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A POOL �. � � �� ,. d ,��x: � � .: � �k,; � ��;z��E r_�, -�� ;���.��,, , DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. A 6= ® €;; / �,'' REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. LOCUS PLAN 0 �/� EXISTING " No Groundwater LEGEND y 'Q MAP 140 ' ARBORVITEA SCALE: 1"= 1000' 126 21.3 - 101 X7 EXISTING SPOT GRADE INSPECTION PORT LOT 152 �\ FEMA FLOOD ZONE LINES -- --100 - --- EXISTING CONTOURS �\ AS SHOWN ON FIRM �+ 57,733 S.F.± \\\ DESIGN DATA \ PANEL#250001 0016 D TEST P Ifi DATA 102 PROPOSED CONTOURS ,/ GA}2AGE PORCH F,I ; \ \ L REV JULY 2, 1992 Don Desmarais, R.S. VENT WITH LAB =32.0' 1' "i ��' \\ INSPECTOR: 1 2 o " �, Oa PROPOSED SPOT GRADE CHARCOAL FILT f� OO r,: } f / SOIL EVALUATOR: Edward L. Pesce, P.E. � � NUMBER OF BEDROOMS 7 W _ EXISTING WATERLINE DESIGN FLOW 110 GAUDAY/BEDROOM DATE:- TEST 20, 2006 A PROPOSED \ \ TEST PIT#: 2 EXISTING GASLINE I ' I r` TOTAL DESIGN FLOW 770 GAUDAY ELEV TOP= 31.2' % r j 5-BEDROOM I DESIGN FLOW X 200 % = 1540 GAUDAY _._____L .� T__._.___ EXISTING CABLE/TELEPHONE UTILITIES DWELLING ,,,� I ; O`L �o XISTING YARD DRAIN CB/DH GARAG "� TOF=33.5' i I " / �'' USE PROPOSED 2000 GALLON SEPTIC TANK ELEV WATER= < 19.7' 3`L 1 \ h \ / 3 \ TO BE RELOCATED TEST PIT LOCATION \ (FND ' \ SLAB=32.0 'oO � I ` PERC RATE_ <2 MIN/IN 3231 x8 - �r,� � �. A 'o ,* I' ';i� O,pl ;: � �y� �" � 46„_64" 2000 GALLON SEPTIC TANK 'QO „' I'; ' ,! '" h DEPTH OF PERC= INSTALL 6- 500 GAL. CHAMBERS o 0 � 1000 GALLON PUMP CHAMBER I TEXTURAL'CLASS. 1 _\ %0 0 9 3 `�` ' \ " CAST IRON FRAME AND SIDEWALL CAPACITY 4 SOLID SCHEDULE 40 PVC PIPE INSTALL 1-1/4 PVC TO BUILDING.JOINTS TO BE MADE COVER TO GRADE (LENGTH+WIDTH)(2 SIDES)(2'HIGH)(.74 GPD/S.F.)=GAUDAY 0 31.2' r6'O. ` �, � o °' y_ '` ' ` 25"SCH.40 PIPE WATERTIGHT.WIRE PUMP AND FLOATS TO DUPLEX (59.0'+`12.9')(2) (2') (.74 GPD/S.F.) = 212.8 GAUDAY 1.25"SOLID SCHEDULE 40 PVC PIPE �� ,o ` 0o "PAC-2"LEVEL CONTROLLER W/SUBMERSIBLE A Sandy Loam HOISTING CABLE 7 x 19 a ti d DISTRIBUTION BOX H-20 ` PRESSURE BELL OR APPROVED EQUAL O ( ) o� � ;y�� ,�,�„ � ' STAINLESS STEEL 118" 10" 30.3T \ G p DIA / 1,760 LB. STRENGTH TP 2 cs \ BOTTOM CAPACITY 500 GALLON LEACHING CHAMBER H 20 31x2 Z q � NEMA 4 JUNCTION BOX CORROSION RESISTANT& " B Med. Stand O ( - ) LIQUID-TIGHT CABLE CONNECTORS SUPPORTED 1.25 BALL VALVE (LENGTH x WIDTH) (.74 GPD/S.F.) GAUDAY 10YR 6/8 OZ_ o a _ 0 1 11/29/07 BMB ELP ADD SECOND SEPTIC TANK BARN \ CONNECTORS SUPPORTED BY 1-1/4 PVC CONDUIT, SCH. 80 PVC (59.0 x 12.9) (.74 GPD/S.F.) - 563.2 GAUDAY 10/o Gravel JOINTS TO BE MADE WATERTIGHT FINISH GRADE OVER 36" 28.2' REV. DATE BY APP'D. DESCRIPTION ° a` 2)2000 GALLON\ TANK EL.= TOTALS: 46" _ , 27.37' SEPTIC TANKS \ \ BARNES GRINDER PUMP, 29.5 GPM @ 57'TDH 29•0 PROPOSED SITE PLAN 200 V, SINGLE PHASE, 2.0 HP, 5.62" IMP. DIA., TOTAL NUMBER OF CHAMBERS 6 Perc PREPARED FOR: XISTING UNDERGROUND 3450 RPM, MODEL#SG2002L TOTAL LEACHING AREA 1048.E SQ.FT. 64" 25.87 \\ \ \ UTILITIES TO BE RELOCATED TOTAL LEACHING CAPACITY 776 GALJDAY LAURA BETH TRUST ` TO NEW DWELLING C Med. Sand \ Q -500 GALLON H-20 I K LEACHING CHAMBERS ROPOSED SEWER LINE - m 3" 1.25"SCH.40 2.5Y 6%4 LOCATED AT \ ,CB/D S TO BE SLEEVED 10'ON EITHER SIDE OF , r ALARM N 358 WIANNO AVENUE 26.0 DUMP VALVE OSTERVILLE, MA \ �� B M WATERLINE CROSSING _ \ e PUMP ON No Groundwater Top of CB/Disk N 1.25"SCH.40 TEE 138" 19.T SCALE: 1 INCH = 30 FT. DATE: OCTOBER 23, 2007 Elev. =32.84' PUMP w/CLEAN-OUT CAP 0 15 30 60 120 FEET \ o�� N.G.V.D. \ L NOTES: 3"OFF BOTTOM 1.25"PVC TRUE UNION 1. EXISTING CONDITIONS BASEPLAN PROVIDED BY SWING CHECK VALVE tN of 1.25"SCH.40 PVC DISCHARGE PIPE CAPESURV, 7 PARKER ROAD, OSTERVILLE, MA, 02655 EDWARDPESC 1 ,000 GALLON PUMP CHAMBER CML F � �w41 2. PROPERTY LOCATED WITHIN THE AQUIFER No. 32001 f PROTECTION OVERLAY DISTRICT. 0 NOT TO SCALE 1►'LYhII�E}U'I'H, iMl� G� 6b epescel�[omc�s't net Phbntc` 08 71 3=92U6 r SITEPLAN 3 ► :5�g-333-i6 � ax:508-7 3-a�11 SCALE: 1"=30' SHEET 1 OF 1 Dawn By: BMB Designed By: BMB Checked By: ELP JOB No.1325 FINISH GRADE OVER D-BOX= 32.5' GENERAL NOTES EXISTING TOP OF t` - - FINISH GRADE OVER CHAMBERS= 32.2' - 32.J' 3/4"TO 1-1/2"DOUBLE WASHED STONE TO CROWN OF PIPE : - FOUNDATION PROVIDE PRECAST CONCRETE EXTENSION REMOVABLE CONCRETE COVER TO SLOPE @ 2%MIN.OVER SYSTEM 1. UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION METHODS ELEV.= 33.0' RISER WITH CONCRETE COVER TO WITHIN WITHIN 6"OF FINISHED GRADE 4"SCHEDULE 40 VENT WITH CHARCOAL FILTER SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES. 2 OF 1/8 TO 1/2 DOUBLE WASHED STONE FINISHED GRADE 6"OF FINISH GRADE OVER OUTLET PVC MIN SLOPE 1% " " "FINISH GRADE OVER 5"DIA.OUTLETS) ACCESS BOX WITH COVER TO GRADE , 31.9 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE ' @FOUNDATION = 32.3� TANK EL.= : PLACE RISERS ON ALL DESIGN ENGINEER. 20"MIN.ACCESS COVER TOP OF SAS= 29.5' N, CHAMBERS WITH INLET 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL (TYPICAL FOR 3) 9"MIN. 9"MIN. PIPES TO 6"OF FINISHED 36"MAX. 36"MAX. 36"MAX. GRADE SYSTEM UNLESS OTHERWISE NOTED. -I-- 28'5' BREAKOUT EL = 29.0' INSPECTION PORT 4. TO PREVENT BREAKOUT,THE PROPOSED FINISH GRADE SHALL NOT BE LESS THAN DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. 4"SCH.40 PVC 9 SEE NOTE#20 SLOPE AOLL SOLID PIPE AT10 o LLMIN.SLOPE Q 1% 6" 3" 2�'DROP MIN. 3" " PROVIDE WATERTIGHT o 0 5 ° MINIMUM. _ _ _ _ _ 3' DROP MAX. 4"PVC IN FROM JOINTS(TYP.) �, 1.25"SCH.40 PVC o SEPTIC TANK 4"PVC OUT TO 0 0 0 0 0 ' FROM PUMP �' 0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 14" 29,60' LEACHING FACILITY oo Coo 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK 29.85' � o0 0 0 28.97' MIN. 28,8' 2' oo Q 0 \ \ \ \ \ 0° o 0 0 0o SYSTEM S FILLING HNO TO BE BEN SYSTEM LACK FILLED WITHOULY T FIRST OBTAINING ING APPROVAL AND READY FOR C F M 00 oo oa U S GFROM 30.25' 48" OUTLET TEE 6"CRUSHED STONE o \ \ \ \ \ 0 0 000 0 0 0 0o BOARD OF HEALTH AND DESIGN ENGINEER. OVER MECHANICALLY o _ 17.6' 22"ZABEL FILTER COMPACTED BASE 4.0' 8.5'(typ.for 1) 4•0' 8. ELEVATIONS BASED ON DATUM OF 32.84'NGVD FROM TOP OF CB/DISK AS SHOWN ON PLAN. MODEL#A1801-4x22 4.0' 4.0' 5 OUTLET DISTRIBUTION BOX 59.0' 4•9 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION THROUGH (TYP•) DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT 1-888-DIG-SAFE TO BE INSTALLED ON A LEVEL STABLE < 19.T 12.9' BASE. FIRST TWO FEET OF OUTLET 26.5' GROUND WATER ELEV.= AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES TO THE DESIGN PIPES TO BE LAID LEVEL. 6 - 500 GAL. CHAMBERS 5'MIN. ENGINEER. PROPOSED 2000 GALLON CONCRETE SEPTIC TANK 10. ALL JOINTS WHERE PIPE ENTERS',AND EXITS CONCRETE LENGTH 12.0' WIDTH 6.5' DEPTH 6•0' CROSS SECTION VIEW TYPICAL CHAMBER PROFILE CHAMBER END VIEW STRUCTURES SHALL BE MADE WATERTIGHT. 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING ,. DIMENSIONS PER REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM SEPTIC TANK PROFILE kCME PRECAST CO., INC. DISTRIBUTION BOX DETAIL (H-20) CHAMBER DETAILS(H-20) APPROPRIATE AUTHORITY. , NOT TO SCALE TEATICKET, MA NOT TO SCALE NOT TO SCALE =j 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED UNDER PAVEMENT, DRIVES OR TRAVELLED WAYS IN WHICH CASE THEY SHALL BE TEST PIT DATA WITHSTAND H-20 LOADING. NOTE: MAGNETIC MARKING TAPE SHALL BE PLACED • �� 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. Dort Desmarais, R.S. INSPECTOR: ALONG THE TOP EDGE OF EACH SYSTEM COMPONENT. d x. XI:�TINra INFILTRATORS (TYP.) r\x � yi SOIL EVALUATOR: Edward L. Pesce, P.E. 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE rF ka ;g MATERIAL FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. REPLACE ALL UNSUITABLE "9 y DATE: April 20, 200E MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY FINES OR OTHER UNSUITABLE �O �� GCB/DH -EXISTING PERFORATED ,qr�`��. ��i` --- : � �` ��` °` ���.�� , TEST PIT#: 1 MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). (FND) PVC DRAIN PIPE (TYP.) ,+'� ' _ •` ���� ELEV TOP= 31.8 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES EXSTiNG YARD DRAIN 1\\ hoc +►ti F �' FOUND IN SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. \ \ • ' ELEV WATER= <21.3 lo ' / �<v` • "' xr ": PERC RATE_ <2 MIN/IN 16. PROPOSED PROJECT IS LOCATED WITHIN: �t , y a y • # �- �� ; � ASSESSORS MAP# 140 PARCEL# 152 ' .. \+ / � 1. �:T."� f :: • S� �,Y INV..OUT- 26.5 18 \ , 3 ,. " DEPTH OF PERC= 90 / �� "r1 , *" x* TEXTURAL LA 1 GLEANOUT TO GRADE 20�\ \ � ,,, �• \ �,� ���� ��� � �} '; CLASS: ZONING: RF-1 \ ,\ \ �� Q •, y M x Q MINIMUM REQUIREMENTS&SETBACKS: o\ MIN. LOT AREA=87,120 S.F. ROVIDED=57,733t S.F. EXISTING SHED / \ \ - TO BE RAZE \ s � � � • � MIN. FRONTAGE=20 PROVIDED- 150.00 \�� l mod; / ' * '• A FRONT SETBACK = 30 FT. d " / t \ Sand Loam SIDE& REAR SETBACK = 15 FT. a 1000 GALLON Y PUMP CHAMBER, �\ \'P \ d . � ion 30.97' SEE DETAIL I I v• +� �, j - � \ \ - I � ' • � ,. �,,r � ;4,� � FEMA FLOOD ZONE C, B.A13(EL. 12) ��- � f . ; �������: � „ Med. Sand e INV. OUT I �'9 :' {' B AS SHOWN ON COMMUNITYPANEL# 250001 0016 D 10YR'6/8 POOL =27.25' III �',f.o ' i = _ ;. F • ! x 10%Gravel � 39" ' 28.55' 17 OWNER OF RECORD: LAURA BETH,TRUSTEE / :$5 ADDRESS: 39 MARSHAL STREET DECK � `� ,, , G.F � o �� a I CB DISK / � z��� }��� � �`� �' �� ��r��, Perc �_- E, 4. BROOKLIN MA 0244E EXISTING DWELLING " ►� G " �_` 18_ DEED REFERENCE: CERTIFICATE 179649 - - � 26 97 � r TO BE RAZE 19. PLAN REFERENCE: L.C. PLAN 4178 E ��5 POOL ��5 � ` � ` P" C Med. Sand �; ' i' r n a ? f,. ah INGROUND HSg�. � rz � y " �� N � 2.5Y 6/4 20. A 4 PERFORATED SCH.40, PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION,TO A POOL. � � � � �y , .• w .� ,� -� ... a-._. . n . . . ,.. DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. A REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. �. _ _ LOCUS PLAN - ,o \ /�'/� EXISTING " No Groundwater LEGEND �s 0 ' MAP 140 ARBORVITEA SCALE: 1"= 1000' 126 21.3 101 x7 EXISTING SPOT GRADE FEMA FLOOD ZONE LINES INSPECTION PORT � �� i i � y LOT 152 // � a `!' \ 57,733 S.F.t /\\ AS SHOWN ON FIRM + -+ -10 EXISTING CONTOURS r'6 \\\ PANEL#250001 0016 D D ES G N DATA TEST PIT DATA 102 PROPOSED CONTOURS GAF'I 'GE �'- \ \ REV JULY 2, 1992 VENT WITH / LAB=32-0' PORCH ! \ , \\ INSPECTOR: Don Desmarais, R.S. 102 PROPOSED SPOT GRADE ! r CHARCOAL FILTEF� p� O i SOIL EVALUATOR: Edward L. Pesce, P.E. NUMBER OF BEDROOMS 7 EXISTING WATERLINE DATE: April 20, 2006 � DESIGN FLOW 110 GAUDAY/BEDROOM ! j \ TOTAL DESIGN FLOW 770 GAUDAY TEST PIT#: 2 ; - - EXISTING GASLINE PROPOSED I� �! ;'ll ,� \ \ 5-BEDROOM \ \ _ _C _..__ r � � '''' � 0 1540 ELEV TOP= 31.2' � __ EXISTING CABLE/TELEPHONE UTILITIES �s DWELLING ��' � ,`�+' ,,.. DESIGN FLOW X 200 /o GAUDAY � ; ,� !�;�' Off' �o � XISTIhIG YARD DRAIN , CB/DH GARAG 3 TOF =33.0' 'S ' USE PROPOSED 2000 GALLON SEPTIC TANK ELEV WATER= < 19.7 ` 7 3`L 1 ,o ! ;r' 1` TO BE RELOCATED TEST PIT LOCATION \ \ (FND \-� SLAB=32.0 O V ! PERC RATE_ <2 MIN/IN ,3231 xs 1 � ' �o'�' " " O O o 2000 GALLON SEPTIC TANK .p �' � �� , � , O,�I, �i 5� � I DEPTH OF PERC_ � 46 -64 �y ° ?� INSTALL 6- 500 GAL. CHAMBERS o (� 1000 GALLON PUMP CHAMBER TEXTURAL CLASS: 1 I \ 2O °_ . `• °j 32 / ` CAST IRON FRAME AND SIDEWALL CAPACITY 4"SOLID SCHEDULE 40 PVC PIPE ° t 0 'PO - `{ I INSTALL 1-1/4"PVC TO BUILDING.JOINTS TO BE MADE COVER TO GRADE (LENGTH+WIDTH 2 SIDES 2' HIGH 74 GPD/S.F. GAUDAY 0 % 31.2' y „ ( )( )(' ) 1.25"SOLID SCHEDULE 40 PVC PIPE WATERTIGHT.WIRE PUMP AND FLOATS TO DUPLEX 1.25 SCH.40 PIPE (59.0'+ 12.9')(2) (2') ( .74 GPD/S.F.) = 212.8 GAUDAY A � � "PAC-2"LEVEL CONTROLLER W/SUBMERSIBLE SandyJ.oam \ L PRESSURE BELL OR APPROVED EQUAL HOISTING CABLE 7 x 19 ( ) " DISTRIBUTION BOX H-20 STAINLESS STEEL 1/8" 10 30.37 �� � DIA./1,760 LB. STRENGTH, , TP 2 , ,.BOTTOM CAPACITY Med.`Sand 500 GALLON LEACHING,CHAMBER(H-20) \ 1. �� i,_A, A NEMA 4 JUNCTION F10X CORROSION RESISTANT i li 31 x2 - LIQUID-TIGHT CABLE CONNECTORS SUPPORTED 1.25"BALL VALVE (LENGTH x WIDTH) (.74 GPD/S.F.) GALIDAY B 10YR 6/8 ' CONNECTORS SUPPORTED BY 1-1/4 PVC CONDUIT, SCH. 80 PVC (59.0 x 12.9) (.74 GPD/S.F.) = 563.2 GAUDAY 10/o Gravel \ \ �� -Co,so \ ;\ os BARNj, JOINTS TO BE MADE WATERTIGHT 36" 28.2' REV• DATE BY APP'D. DESCRIPTION, 2000 GALLON FINISH GRADE OVER ` \ \ TANK EL 29.0' TOTALS: 46" 27.37' �+c SITE + TC A SEPTIC TANK \ BARNES GRINDER PUMP, 29.5 GPM @ 5T TDH g Perc PROPOSED S I t E PLAN A 200 V,SINGLE PHASE,2.0 HP, 5.62 IMP. DIA., TOTAL NUMBER OF CHAMBERS " PREPARED FOR: XISTING UNDERGROUND 3450 RPM, MODEL#SG2002L TOTAL LEACHING AREA 1048.E SQ.FT. 25.87 \\ \ \ TOTAL LEACHING CAPACITY 776 GAL./DAY LAURA BETH TRUST UTILITIES TO BE RELOCATED � C Med:Sand \ \� -500 GALLON H-20 TO NEW DWELLING _ " 2.5Y 6/4 LOCATED AT \ � LEACHING CHAMBERS Fa 3" 1.25 SCH.40 ' ` .CB/DISK ` (FND) � � 358 WIANNO AVENUE \ 26.0' \ R�� DUMP VALVE OSTERVILLE, MA B.M. - PUMP ON No Groundwater ` Top of CB/Disk \ "' N N 1.25"SCH.40 TEE 138" 19.7' SCALE: 1 INCH = 30 FT. DATE: OCTOBER 23, 2007 Elev. =32.84' \ PUMP v w/CLEAN-OUT CAP 0 15 30 60 120 FEET o� N.G.V.D.' \ \ OFF NOTES: _ 6" 0 3"OFF BOTTOM 1'.25"PVC TRUE UNION SWING CHECK VALVE 1. EXISTING CONDITIONS BASEPLAN PROVIDED BYAPZ 1.25 SCH.40 PVC DISCHARGE PIPE ����N ,�,, (�` CAPESURV, 7 PARKER ROAD, OSTERVILLE, MA, 02655 EDWARD L. PESCE 1 ,000 GALLON PUMP CHAMBER >� r .z h 2, PROPERTY LOCATED WITHIN THE AQUIFER No 32001 NOT PROTECTION OVERLAY DISTRICT. VILYM#�U- H,,�Mx "t12 bra -epest Ot�nmeast'net 'Phonala46 7F3 9205 :' SITE PLAN �II,50$=3fi3a FAX_5b6-7'}3-02�1"' SCALE: 1"=30' SHEET 1 OF 1 Drawn By: BMB Designed By: BMB Checked By: ELP JOB No.1325 i - PROVIDE PRECAST H-20 CONCRETE FINISH GRADE OVER D-BOX= 31.2' r +C N E p /, L NOTES PROPOSED TOP OF EXTENSION RISER WITH CONCRETE FINISH GRADE OVER CHAMBERS= 30.9' - 31.5' 3/4"TO 1-1/2"DOUBLE WASHED STONE TO CROWN OF PIPE 47 RI 1 FOUNDATION COVER TO WITHIN 6"OF FINISH PROVIDE PRECAST H-20 ELEV.= 33.0' GRADE(TYP.OF 3) CONCRETE EXTENSION RISER REMOVABLE CONCRETE COVER TO SLOPE @ 2%MIN.OVER SYSTEM 1. UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION METHODS WITH CAST IRON FRAME&COVER WITHIN 6"OF FINISHED GRADE 4"SCHEDULE 40 VENT WITH CHARCOAL FILTER SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL CODE AND ANY FINISHED GRADE TO FINISH GRADE OVER OUTLET PVC MIN SLOPE 1% " " w APPLICABLE LOCAL RULES. FINISH GRADE OVER 5"DIA.OUTLET(S) F ACCESS BOX WITH COVER TO GRADE 2 OF 1/8 TO 1/2 DOUBLE WASHED STONE @ FOUNDATION = 31.5' TANKS EL.= 31 .6' 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE 20"MIN.ACCESS COVER TOP OF SAS= 28.5' PLACE RISERS ON ALL DESIGN ENGINEER. 9"MIN. 20"MIN.ACCESS COVER } CHAMBERS WITH INLET 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL 36 (TYPICAL FOR 3) . (TYPICAL FOR 3) 9"MIN. 9"MIN 36"MAX.9"MIN. PIPES TO WITHIN 6"OF F.G. SYSTEM UNLESS OTHERWISE NOTED. 36"MAX. 36"MAX. ' -�-- 27'5 BREAKOUT EL = 28.0' INSPECTION PORT 4. TO PREVENT BREAKOUT,THE PROPOSED FINISH GRADE SHALL NOT BE LESS THAN 4"SCH..0 PVC 6- 3" 2p DROP MIN. 3" 9w L=2't - `1« 2"DROP MIN. " L=53't L ILPROVIDE WATERTIGHT SEE NOTE#20 ELEVATION =28.0' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. 3 DROP MAX. 6 3 3"DROP MAX. 3" 9 4"PVC IN FROM JOINTS(TYP.) 5. SLOPE ALL SOLID PIPE AT 1.0%MINIMUM. J 14" " SEPTIC TANK 4"PVC OUT TO LEACHING FACILITY oo O Coo O 0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. p 29.2' _ 14 2$•6O' 12" - o0 0 0 0 0 o o = = = 0 o'b 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK 28.0' MIN. 2�7,8' 2' Q 0 0 0 oo FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. PVC 29.4' 48" � SYSTEM IS NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM 28.95' 28.85' 48 OVER MECHANICALLY cP 0Hool 0 0 Q 0 o C �' DESIGN ENGINEER. OUTLET 6 CRUSHED STONE BOARD OF HEALTH AND TEE INLET FROM BARN 22"ZABEL FILTER TEE COMPACTED BASE 4,0' 4.0 8. ELEVATIONS BASED ON DATUM OF 31.97'NAVD88 FROM TOP OF CB/DISK AS SHOWN ON PLAN. 10.1' (INV.EL.=29.20') MODEL#A1801-4x22 8.5'(typ.for 1) WITH GAS BAFFLE TO E INSTALLED ON A5 OUTLET RLEVELON BOX TABLE VARIES(SEE DIMENSIONS PLAN) 4 0 �P) 4 0 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION THROUGH S DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT 1-888-DIG-SAFE BASE. FIRST TWO FEET OF OUTLET 25.5' GROUND WATER ELEv.= < 18.83' 12.83' AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES TO THE DESIGN PIPES TO BE LAID LEVEL. 5'MIN. ENGINEER. 6"CRUSHED STONE 8 - 500 GAL. H-20 CHAMBERS 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE OVER MECHANICALLY CROSS SECTION VIEW TYPICAL CHAMBER PROFILE CHAMBER END VIEW STRUCTURES SHALL BE MADE WATERTIGHT. PROPOSED (2) 2,000 GALLON H-20 CONCRETE SEPTIC TANKS COMPACTED BASE(TYP.) 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING LENGTH 12.2' WIDTH F. DEPTH •2� �+ REGULATIONS. OWNEk1APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM p DIMENSIONS PER DISTRIBUTION BOX DETAIL, (H-20) CHAMBER DETAILS(H-20) APPROPRIATE AUTHORITY. SEPTIC TANK PROFILE WIGGINS PRECAST CO., INC. NOT TO SCALE NOT TO SCALE NOT TO SCALE POCASSET, MA 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED UNDER PAVEMENT, DRIVES OR TRAVELLED WAYS IN WHICH CASE THEY SHALL BE WITHSTAND H-20 LOADING. y , TEST PIT DATA SAS PERIMETER=181 ; / k 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT,DUST AND FINES. SAS FOOTPRINT ,/ PROPOSED m „ ; ,,� INSPECTOR: Don Desmarais, R.S. AREA=1,001 S.F. P 8-BEDROOM i + „� � "" ` f;, SOIL EVALUATOR: Edward L. Pesce, P.E. TRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE 14. WHERE REQUIRED,CON r� ;R „., DATE: MATERIAL FOR 5 FT. ON'ALL SIDES OF LEACHING FACILITY. REPLACE ALL UNSUITABLE DWELLING 2006,f. � � R Apnl 20, MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY FINES OR OTHER UNSUITABLE TOF=33.0' 0 � z� r . TEST PIT M 1 MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). GARAGE o Chon 1 �. ) - _ s ,."•` P p, F000 Na '`Inn ' , SLAB=31.7' Zord Uo� ti � " ELEV TOP= 30.93' 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES 20r � t �� FOUND IN SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. VENT �,9,r �' �,�0 Zone t rQ Y s sty t ELEV WATER= <20.43' __ ,_:- O y• 16. PROPOSED PROJECT IS LOCATED WITHIN: INSP. PORT ; PERC RATE_ <2 MIN/IN O `:? `' XISTIN ' INFILTRATORS (TYP. '' 4 x �r a �' LOG'UZ) fi ASSESSORS MAP# 140 PARCEL# 152 PROPOSED r h `�`�� �s '� vie* y 4 DEPTH OF PERC= 40"-58" ZONING: RF-1 Y » W ixttp8 '. R.: O. 1 ` .� CB/DH XIS ING PERFORATED ;; :� " r RELOCATED �. '!'` xL O - >` O FND ? _ '" ' L ' .� ;== x 2� 1 PVC RAIN PIPE(TYP:) r TEXTURAL CLASS: 1 MINIMUM REQUIREMENTS&SETBACKS: WATER LINE ""`�i� � � � ° Oh \ �'",;-, °� �`'� �`A -�s `" � ,,_ '� °'� `'' MIN. LOT AREA=87,120 S.F. PROVIDED=57,733t S.F. '`�/o d ce Ann / f � �' j .✓` ,t .e : - - lit _ FF� h'o2or� \ ~ , . MIN. FRONTAGE=20' PROVIDED- 150.00' A 4017L,' , / / '��`* * } . ` 0 30.93' FRONT SETBACK = 30 FT. >�~ i Zone k _____... �, � x � X =w ,��. �� �; O O f / , .' �, y A SIDE& REAR SETBACK = 15 FT. j o rS %-- 1 / . ., `..'a Sandy Loam 1 c� o EXSTING YARD DRAT -% 'a . , ww•. a * 10 30.1 0 >; � l�:.�� _.._. r / ` / / �N � '°' �„ � FEMA FLOOD ZONE X,X-OTHER(<0.2/o CHANCE FLOOD),AE(EL.12) AS SHOWN ON COMMUNITY PANEL# 250001CO776J h c� "t /� ✓%' \ �, '` / i�G�o�� (\Q' ,. * ft ;: B Med.Sand �... # i,,:..:T 10YR 618 :, 1• os '`gyp / 1 \ ( ,� / o 0 1 :,; �+ +► >� ,, 3 17. OWNER OF RECORD: LA ` i'! >r ri a '� �ti ` ¢ URA BETH,TRUSTEE V EXISTING SHED 'f'7 \\ sr. °I \ 2� 1 ., O \ F `� 4 tG F, k s,x 39 10/o Gravel 27.68 ADDRESS: 39 MARSHAL STREET TO BE RAZE 'r ` j / / ooe / = . Aivx " f BRCrOKLINE, MA 02446 Sot- Perc 18. DEED REFERENCE: CERTIFICATE 179649 ',. rC✓� ', \ �' C7 w -- - - 26.1 - , i J 58 - - - 1 PLAN REFERS -; _ 9 NCE: L.C.�PLAN 4178 E I I 1�� � Med.Sand 20. A 4"PERFORATED SCH.40 PVC PIPE HA 2? ✓f 1 MAP 140 ;ICI,! ._ f'' a SHALL BE PLACED IN A VERTICAL POSITION,TO A , , l I#, � / / ,�o ,�; .�. :R �: � � ��„ �, u �� �£`�� �n�< 2.5Y 6(4 DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. A 57,73�3 S F.t jj �I!`�I / I REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. 1 \ r � � r LOCUS PLAN !//��1j I �- �`' FND} > " No Groundwater LEGEND SCALE: 1"= 1000' 126 20.43 �� ��� ! _ / J(/Iljjj / I g�P 101x7 EXISTING SPOT GRADE POOL STORAGE � � � ____ DIMENSIONS PLAN •5�� '��/�������/ -100 : EXISTING CONTOURS PROPOSEDTEST PIT DATA SCALE: 1"=20' RELOCATED ,' \ L� / ,I,+`Oj / ,�'�o�/ DESIGN DATA 100 PROPOSED CONTOURS ( R.S. WATER LINE ( )r 4 - °=l �, j��(�jl'j / %� INSPECTOR: Don Desmarais, f �j'I j' SOIL EVALUATOR: Edward L. Pesce, P.E. 100 PROPOSED SPOT GRADE � � NUMBER OF BEDROOMS 9 8-500 GALLON H-20 j f PROP. , } j/j/� ` ) /r jj // / 'EXISTING 110 DATE: April 20,2006 __.___ _ EXISTING WATERLINE LEACHING CHAMBERS \ // , ARBORVITEA DESIGN FLOW GAUDAY/BEDROOM \ POOL !%tf t /`/��1 TOTAL DESIGN FLOW 990 GAUDAY TEST PIT#: 2 __.-._.____ _�___�_ EXISTING GASLINE INSPECTION PORT \ 9 / , /// / FEMA FLOOD ZONE LINES AS DESIGN FLOW X 200 % = 1,980 GAUDAY ELEV TOP= 30.33 T SHOWN ON FIRM PANEL - - -- EXISTING CABLE/TELEPHONE UTILITIES 25001C0776J USE PROPOSED 2)2,000 GALLON SEPTIC TANKS ELEV WATER= <18.83' - .�- REV. DULY 16, 2014 TEST PIT LOCATION Calculated by dividing the total number of rooms by two then PERC RATE_ <2 MIN/IN rounding down to the next lowest whole number per Tile 5. P _ 46"-64" O O O 2,000 GALLON SEPTIC TANK H-20 �a4 VENT WITH PROPOSED \ \ \ � j ` �, DEPTH OF PERC ( ) CHARCOAL FILTER \ �,� \ /� / / \� �\ 8-BEDROOM \ \ o, �� INSTALL 8- 500 GAL. CHAMBERS \ \ TEXTURAL CLASS: 1 DWELLING � �Q ` � � \ � � 4"SOLID SCHEDULE 40 PVC PIPE TOF=33.0' 1\ , � \\ �`� SIDEWALL CAPACITY CSH GARAGE _ o \ /r \�, XISTING YARD DRAIN ❑ DISTRIBUTION BOX(H-20) (TOTAL PERIMETER)(2 HIGH)(0.74 GPD/S.F.)=GAUDAY 0 30.33 (FND SLAB=31.7' TP /,f `5� \ TO BE RELOCATED r, (181') (2') (0.74 GPD/S.F.) = 267.9 GAL/DAY Sandy Loam \ 0 � � \ ? �/' �' t , Q q � 500 GALLON LEACHING CHAMBER(H-20) 05 r y\ / � '�� ' r? _.�� BOTTOM CAPACITY 10" 29.5' 4 12/2/14 MCP ELP ADD WATER LINE TO BARN DWELLING / `' � 9 d► gyp'` // /j r/ I ` ` (TOTAL FOOTPRINT AREA) (0.74 GPD/S.F.) = GAUDAY B Med.Sand 3 11/21/14 MCP ELP INCREASED NO.OF BEDROOMS TO NINE TOTAL 00 (1,001 S.F.) (0.74 GPD/S.F.) = 740.7 GAUDAY 10YR 618 2 11/19/14 BMB ELP REV HOUSE FOOTPRINT& FEMA ZONES 10%Gravel / ! ° 36" 27.33' 1 11/29/07 BMB ELP ADD SECOND SEPTIC TANK REV. BY ' TOTALS: 46" - - - - - - - 26.5' DATE APP D. DESCRIPTION 31x6 1 sir , I ` \ TOTAL NUMBER OF CHAMBERS 8 Percff P 2 / � � " PROPOSED SITE PLAN 30 ( `�j� \\ \ TOTAL LEACHING AREA 1,363.0 SQ.FT. 64 - - - - - 25.0 PREPARED FOR: TOTAL LEACHING CAPACITY 1,008.E GAL./DAY LAURA BETH TRUST y� 1 � C Med.Sand j T Q,P O G Rd OSED C�E, l�-OUT LOCATED AT PROPOSED'VENT LINE TO BE� d: q� �� ' t2.5Y 6/4 SLEEVED (WITH SEALED PVC 4 M ������;3'?$ E To WI THIN 6" F.6fiPIPE) 10'ON EITHER SIDE OF \ F op' , 2)2,000 GAL�.,ON F- 20 \ 358 WIANNO AVENUE WATERLINE CROSSING \ 90� ; v, \SEPTIC TANKS`\ \ OSTERVILLE, MA CAST IRON FRAME& a EXISTING t \ ` No Groundwater i O XISTING UNDERGRQUN R 138" 18.83' SCALE: 1 INCH = 30 FT. DATE: OCTOBER 23, 2007 COVER TO F.G. `��- � FOUND TION T BE ('3 q e �i ��.� UTILITIES TO.BE REL eCAT�D REMOVD TO NEW DWELLING o 15 30 so 120 FEET NEW WATER METER �\ roo \ \ \ GCB/DISK \ \ + � FND \ NOTES: � �. ( ) � �, of n , � � B.M. �\ \ EDWARD Lun 1. EXISTING CONDITIONS BASE PLAN PROVIDED BY \ , � � r r CAPESURV, 7 PARKER ROAD, OSTERVILLE, MA,02655 �iG \ Top of CB/Disk ` CI�L y , ' � I/ NO. 32001 c \ Elev. =31.97 NAVD 88 2. PROPERTY LOCATED WITHIN THE AQUIFER PROTECTION T �51 RIG1iM +tiN1 itlY = , OVERLAY DISTRICT. PIYM�UtN� Mll'1236� SITE PLAN epesce�t�►mcas-jO' Phohe g8 743'920 , 3. MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP ' _, i�ri:5as=3�3�asoAx 5os 7�3�4711 EDGE OF EACH SYSTEM COMPONENT. SCALE: 1"=30' SHEET 1 OF 1 Drawn By: BMB Designed By: BMB Chedced By: ELP JOB No.1325 PROVIDE PRECAST H-20 CONCRETE FINISH GRADE OVER D-BOX= 31.2' GENERAL, NOTES PROPOSED TOP OF EXTENSION RISER WITH CONCRETE FINISH GRADE OVER CHAMBERS= 30.9� - 31.5' 3/4".TO 1-1/2"DOUBLE WASHED STONE TO CROWN OF PIPE FOUNDATION COVER TO WITHIN 6"OF FINISH PROVIDE PRECAST H-20 SLOPE @ 2%MIN.OVER SYSTEM 1. UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION METHODS ELEV.= 33.0' GRADE(TYP.OF 3) CONCRETE EXTENSION RISER REMOVABLE CONCRETE COVER TO VENT WITH CHARCOAL FILTER WITH CAST IRON FRAME&COVER WITHIN 6"OF FINISHED GRADE 4"SCHEDULE 40 SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL CODE AND ANY FINISHED GRADE , FINISH GRADE OVER TO FINISH GRADE OVER OUTLET " PVC MIN SLOPE 1% ACCESS BOX WITH COVER TO GRADE APPLICABLE LOCAL RULES. 5 DIA.OUTLET(S) 2 OF 1/8 TO 1/2 DOUBLE WASHED STONE @ FOUNDATION = 31.5 TANKS EL.= 31 �6' 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE PLACE RISERS ON ALL DESIGN ENGINEER. 20"MIN.ACCESS COVER g"MIN. 20"MIN.ACCESS COVER } 9"MIN. TOP OF SAS= 28.5 CHAMBERS WITH INLET 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL (TYPICAL FOR 3) 36"MAX. (TYPICAL FOR 3) 9"MIN. 9"MIN. PIPES TO WITHIN 6 OF F.G. SYSTEM UNLESS OTHERWISE NOTED. 36" IMAX. 36"MAX. 2,7.5' 36"MAX. BREAKOUT EL 28.0 "00INSPECTION PORT 4. TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE LESS THAN = - ° OF 15'AROUND THE PERIMETER OF THE SAS. 4"SCH.40 PVC SEE NOTE#20 ELEVATION -28.0 FOR A DISTANCE,, 1 -�" " 3 9 L=53t 1j -PROVIDE (TYP.) TMP WATERTIGHT MINIMUM. � IN.SLOPE(d11% 6" 3" 2 DROP MIN. L-21� 5. SLOPE ALL SOLID PIPE AT 1.0/o MIN t 3"DROP MAX. 3" 9" 6-1 3 2"DROP MIN. " " 3 DROP MAX. 4 PVC IN FROM " Coo o SEPTIC TANK 4 PVC OUT TO 0 0 0 0 0 0 I INEER THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 6. I J 14" LEACHING FACILITY oo Q cb � 14" 28•60� o0 coo 0 0 0 � � 0 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK ' 29.2ce) 28.0� MIN. 27•8' 2' oo Q Q Q 0 °° o oo FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. 29.4� 48" " O O o00o SYSTEM h' oo BOARDIS NOT TO BE BACK FILLED F HEALTH AND DESIGN ENGINEER. 28.95 28.85WITHOUT FIRST OBTAINING APPROVAL FROM 48" OUTLET 6 CRUSHED STONE Q O O O 0 0 0 0 O OVER MECHANICALLY . �' - 8. ELEVATIONS BASED ON DATUM OF 31.9T NAVD88 FROM TOP OF CB/DISK AS SHOWN ON PLAN. 22"-ZABEL FILTER TEE COMPACTED BASE 4.0' 4.0' TEE INLET FROM BARN 8.5'(typ.for 1) 10.1' (INV.EL.=29.20') MODEL#A1801-4x22 4.0' 4.0' g• CONTRACTOR SHALL VERIFY ALL WITH GAS BAFFLE 5 OUTLET DISTRIBUTION BOX VARIES(SEE DIMENSIONS PLAN) (TYP) UTILITY LOCATIONS PRIOR TO CONSTRUCTION THROUGH TO BE INSTALLED ON A LEVEL STABLE _ < 18.83� 12.83' DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT 1-888-DIG-SAFE BASE. FIRST TWO FEET OF OUTLET 25.5' GROUND WATER ELEV.= END ANY ENGINEER. APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES TO THE DESIGN PIPES TO BE LAID LEVEL. 5'MIN. M3 6"CRUSHED STONE 8 500 GAL. H-20 CHAMBERS 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE OVER MECHANICALLY CROSS SECTION VIEW TYPICAL CHAMBER PROFILE CHAMBER END VIEW STRUCTURES SHALL BE MADE WATERTIGHT. PROPOSED (2) 2,000 GALLON H-20 CONCRETE SEPTIC TANKS COMPACTED BASE(TYP.) LENGTH 2•2' WIDTH 6•8� DEPTH 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING �••�, DIMENSIONS PER DISTRIBUTION BOX DETAIL (H-20) CHAMBER DETAILS(H-20) REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM SEPTIC TANK PROFILE WIGGINS PRECAST CO., INC. NOT TO SCALE APPROPRIATE AUTHORITY. NOT TO SCALE NOT TO SCALE POCASSET, MA 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED UNDER PAVEMENT, DRIVES OR TRAVELLED WAYS IN WHICH CASE THEY SHALL BE TEST PIT DATA WITHSTAND H-20 LOADING. ' 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. s� INSPECTOR: Don Desmarais, R.S. y r , R.' = SOIL EVALUATOR: Edward L. Pesce, P.E. SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE SAS PERIMETER-181 , � 14. WHERE REQUIRED CONTRACTOR SAS FOOTPRINT �� PROPOSED + ` t/ 1'� r April 20, 2006 MATERIAL FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. REPLACE ALL UNSUITABLE AREA=1,001 S.F. S 8-BEDROOM ,� •y DATE: MATERIAL WITH CLEAN COARSE SA�' � ��� -�. �g.�� ND FREE FROM CLAY, FINES OR OTHER UNSUITABLE DWELLING o 2g a ��� ' � TEST PIT#: 1 MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). TOF=33.0 _ /oo� , 70 Hozoro uol 1, { <" ELEV TOP= 30.93 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES ! GARAGE t+ o 2Q ,A ♦ Esc r FOUND IN SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. r,a"4' r SLAB=31.7' ZonE ELEV WATER= <20.43' ' 16. PROPOSED PROJECT IS LOCATED WITHIN: VENT ` r'cp �g O i"M , PERC RATE= 2 MIN/IN � � LOCUS � � ' = 40 -58 ASSESSORS MAP# 140 PARCEL# 152 XI STIN ' INFILTRATORS TYP. �. • `' �� INSP. PORT ( r " �� ` � DEPTH OF PERC " - r, � ,� ZONING: RF CB/DH XI ING PERFORATED �� �, O � � �� o. FND FVC RAIN PIPE TYP. �r � a a • TEXTURAL CLASS: 1 MINIMUM REQUIREMENTS&SETBACKS: PROPOSED A (TYP.) MIN. LOT AREA=87,120 S.F. PROVIDED=57,7331 S.F. RELOCATED 4j�. _:. oo �n ' . •:,w, d yo nuo� \ � �, � ��► �;" .; � 1 MIN. FRONTAGE=20 PROVIDED= 150.00 4� WATER LINE ,� K 0 - �' O ,�O ZO �, f z +► •�A 30.93 FRONT SETBACK = 30 FT. « 1 \ < :7 O zono k -®--- i ♦ y' s r q SIDE REAR SETBACK = 15 FT. ....� O O _ I / / , a►° * • � < . Sandy Loam �'k EXSTING YARD DRAIN` r = � / „ l «• 10" 30.1' FEMA FLOOD ZONE X.X-OTHER(<0.2%CHANCE FLOOD),AE(E « ) AS SHOWN ON COMMUNITY PANEL# 250001C0776J Med.Sand , o, / lQ 6' 9� ��� �' \ ° �\ c9� = t.r`„ ► B 10YR 6/8 5 ;:!r ) '` r �� r �� <, ; +M 17. OWNER OF RECORD: LAURA BETH,TRUSTEE '"2 \ oa ti f�°� � ._ r r" 0%Gravel / '~ • �- ♦ �j yyy,,� ®/r / " 27.68' '9 �♦ c? a:. r -;• 'l �: EXISTING SHED / J `� \ :,.:. y t, 39 1 ADDRESS: .y 39 MARSHAL STREET \ =� TO BE FAZE 2• !\ / �� * t r3 ,r.` BROOKLINE,MA 02446 o # k' 20 , . �� a �- . ' -''� � -� l \r!! -; ,, ti /• f M- �, , 40" _ - - - - - - - 27.6 ,. - / ! t4 / -�- �' ` r, • Perc 18. DEED REFERENCE: CERTIFICATE 179649 6' k�. O 1., ;, O♦ P O Cj 2 o j / ► >� `ys ;. 58"LN 26.1 - �, 0 O� �.� / ( I / 19. PLAN REFERENCE: L.C. PLAN 4178 E C Med. Sand 20. A 4"PERFORATED SCH.40,PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION,TO A MAP�14O j I�I { / / �`F "' O �� �' +► Y DEPTH OF tHE B0170M OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. A -� ' ��� ,� � �• / 1 � IiI{'I{,� / �' l � .3�,� � x - ;� � .�► �u „��k��. �,� �� 2.5Y 6/a LOT 152 1 j���j{,� / \ / I l 1 REMOV LE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. G o ) 57,73I�3 S.F.t � CB/D K . LOCUS PLAN ��''� �" l /��°�� j � ' No Groundwater LEGEND °5�� j ( / 111= { �' (FND) ' / f l/lllfJj Q� "- 126 20.43 SCALE: 1 - 1000 DIMENSIONS PLAN POOL STORAGE 101 X7 EXISTING SPOT GRADE,' SCALE: 1" 20' ��� /� y -/ {jj(jjj( .5/O�' ____1 00 - -- EXISTING CONTOUR PROPOSED �` � � _ rIPIIj /y -���°'' DESIGN DATA TEST PIT DATA RELOCATED \ !�1! J i jdf�jjl j i ����' INSPECTOR: Don Desmarais, R.S. 100 PROPOSED CON IRS WATER LINE �, / l 00 PROPOSED SP GRADE J ' SOIL EVALUATOR: Edward L. Pesce P.E. 8-500 GALLON H-20 l/z I `j '� 'EXISTING NUMBER OF BEDROOMS 9* DATE: - 1 April 20, 2006 F i __�_��___� EXISTING W ERLINE f/..INGROUND> �j ^ f �, I ARBORVITEA DESIGN FLOW 110 GAUDAY/BEDROOM T PIT �- LEACHING CHAMBERS (\ PROP / EST I # 2 ING ASLINE POOL'% TOTAL DESIGN FLOW 990 GAUDAY -- --- \ FEMA FLOOD ZONE LINES AS o _ 1 980 ELEV TOP= 30.33' INSPECTION PORT y i ✓ ! S/ ;� / / DESIGN FLOW X 200 /o - GAUDAY ____( __. / _._ _. EXISTI G C LE/TELEPHONE UTILITIES ShfDIMN ON FIRM PANEL � / 25001 CO776J USE PROPOSED 2( )2,000 GALLON SEPTIC TANKS ELEV WATER= < 18.83 //j r REV. JULY 16, 2014 E PIT LOCATI Calculated by dividing the total number of rooms by two then PERC RATE_ <2 MIN/IN rounding down to the next lowest whole number per Title 5. _ a4 VE14T WITH PROPOSED \ \ //� DEPTH OF PERC 46"-64" O O 000 GALLON SE TANK(H-20) CHARCOAL FILTER ` 8-BEDROOM 4 G� \ t ' ��'�' INSTALL 8- 500 GAL. CHAMBERS TEXTURAL CLASS: 1 DWELLING 4 SOLID SCHEDULE 4 PVC PIPE ' TOF=33.0' �csQ` / \ \ ��, SIDEWALL CAPACITY N' CI DI TRIBUTION BOX( -20) \` o� �B/IS'H GARAGE XISTING YARD DRAIN (TOTAL PERIMETER)(2'HIGH)(0.74 GPD/S.F.)=GAUDAY 0 30.33' ` 4 (FND SLAB=31.T TIP \ \t �' E 3 1 ` TO BE RELOCATED (181') (2') (0.74 GPD/S.F.) = 267.9 GAUDAY A 5 GALLON LEAC ING CHAMBER(H-20) `- 0 Sandy Loam T /� ►� : I { �7n BOTTOM CAPACITY r►, 4 c� r, (TOTAL FOOTPRINT AREA) (0.74 GPD/S.F.) = GAUDAY B Med.Sand 2 11/21/14 C SED NO. OF BEDROOMS TO NINE TOTAL 10YR 6/8 (1,001 S.F.) (0.74 GPD/S.F) = 740.7 GAUDAY 11/19/14 BOB ELP REV HOUSE FOOTPRINT FEMA ZONES 36" 10%Gravel 27 33' 1 11/29/07 M LP ADD SECOND SEPTIC TANK o / { { REV. DATE BY APP'D. DESCRIPTION TOTALS: 46" - - - - - - - 26.5' 31 t ! \ TOTAL NUMBER OF CHAMBERS 8 Pei PROP O E D SITE PLAN P2 / \ - - - - - - - 25.0 r� � \ ! TOTAL LEACHING AREA 1,363.0 SQ.FT. � P PARED FOR: 30x { ( \ \ \ \i TOTAL LEACHING CAPACITY 1,008.6 GAL./DAY LAURA ETH TRUST 'O �P��O�G\\ ROPOSED t� EAI�}-OUT \ C 2.5Y 6/4d LO TED AT PROPOSED VENT LINE TO BE\ s� �O y\\� g ' „ t SLEEVED (WITH SEALED PVC p �� t�Y,�3'�j j TO WITHIN 6 F F.0. \ PIPE) 10'ON EITHER SIDE OF ! �♦ sF\ O�� �, 2)2,000 GALLON -20 \ 358 WIAN O AVENUE { WATERLINE CROSSING ' `,° �9 5 I `SEPTIC TANKS \ OSTER ILLE, MA ` , •, \ \ \ 138" No Groundwater 18 83' CAST IRON FRAME& '9� `� �� EXISTING ISTINO UNDERGRC�UNQ \ SCALE: 1 INCH = 30 FT. DATE: OCTOBER 23,2007 COVER TO F.G. \ 20 FOUND TION TQ BE UTILITIES t0.PE RELOCATD o 15 30 so 120 FEET �\ e REMOV D TO NEW DWELLING �Q :CB/DISK r t NOTES: o , 14 EDWARD L. 1. EXISTING CONDITIONS BASE PLAN PROVIDED BY B.M. \ PESCE rlr1' CAPESURV, 7 PARKER ROAD, OSTERVILLE, MA, 02655 �i \ Top of CB/Dis�C Elev. =31.97' NaC93 001r > :�td YP�esce, lo` r \ NAVD 88 2. PROPERTY LOCATED WITHIN THE AQUIFER PROTECTION `� �s� ism° PLYMOt!�M�`MAs0a6tt OVERLAY DISTRICT. °w+� -' P ...t V ! tp�escet �►lntast�net Phone SQB 74 \ �� _ �cell:5�g-:333-76'�b 'FAX;;568'_743 't3711 ' 3. MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP �, SITE PLAN EDGE OF EACH SYSTEM COMPONENT. \ SCALE: 1"=30' SHEET 1 OF 1 Drawn By: BMB Designed By: BMB Checked By: ELP JOB No.1325