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HomeMy WebLinkAbout0470 SEA VIEW AVENUE - Health 470 SEA vuw AVE,"STERVILLE A=138.001 i Ndf. Fee--Yi------- BOARD OF HEALTH TOWN OF BARNSTABLE Zipp[ication forVe[C Contructionpermit Application is hereby made for a permit to Construct ('Alter ( ), or Repair ( )an individual Well at: 15014V �L�o�caattion — A,d/dresss rs Map anb Parcel -------------��'----=i=--`—='a�.a`— -- -------------O Address -- --- wner ------��r. 4_ _JOE 1. !u,t�(,�__' _r _ ,_5 Installer — Driller Address — Type of Building Dwelling-— ------------------ - ---------- Other - Type of Building- ---------- No. of Persons---------______—__---____ Type of Well 4A it PV61 ----- Capacity-- - ! ---- Purpose of Well-----J 2V `����N L=L4 Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until a Certilwoteof Compliance has been issued by the Board of Health. 000, Signed -- / ---Z- - i date qllb Application Approved By L dAte Application Disapproved for the following reasons: --------- - - —---- - - — date Permit No. — Issued------------- --------- - - - date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) by-------------- ---- - ----------- --- - --- - -- - ----------- --------- Installer ---------------------------------- ---------------------- has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. ----------------Dated------ -------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. i DATE--------- --- -—- -- Inspector-- ------ -- - —------ v i Fee----1 ----------- N ----- ---- -- BOARD OF HEALTH TOWN OF BARNSTABLE ` A.ppiicat ion-*rWell, Con5truct ion j3ermit Application is hereby made for a permit to Construct (Y131"Alter ( ), or Repair ( )an individual Well at: fi Location .Address ��-- Assessors Map aA Parcel j Owner Address Installer — Driller Address Type of Building Dwelling --- -- — ----- Other - Type of Building- -------- --- No. of Persons----------------------------- Type of Well IIG Capacit - ---=----- Purpose of Well----- Y �`r QNI' Agreement: f > ` The agrees undersigned a ees to install the aforedescribed individual well in accordance with the provisions of,The g „ Town of Barnstable Board of Health Private-Well Protection Regulation - The undersigned further agrees not to f. place the well in operation until a Certi is to of�Com liance has been issued by the Board of Health. } � 9 Signed -- -Dic ys ' k APPlication Approved By .�,-' da, - te i - Application Disapproved for the following reasons.:----------— - - ---- --— - — --- ---- --- ---------------------- -- y. — -- --- — — date Prmit No. _— Issued-- e ---= ---- ------ ---= _-- - date ' x2' '..L•..?�a-wn:.�.-.Y:w..sa-i�.+nv a ice: .... _.._..��..--._:..��.-.....-.-_._.....-.._ _--�-.-.._. - .__._ _ _ _ - -.... _.- __-._..:..�,_ -_.SY. - - 1 BOARD OF HEALTH �. }-r TOWN' OF BARNSTABLE C ertif katt Of Compliance z i ' THIS'IS TO>CERTIFY, That the Individual-Well Constructed ( ), Altered ( ), br Repaired,( IA 1 • k t by —=- -- ------- -- - -------------- at - --^ — • L � {I f � d'+ ---- ----- k� ly has been installed in accordan a with the provisions of the Town of Barnstable Board of Health Private Well"Protection ` Regulation as des cten the application for Well Construction Permit No.: ----=-- ==Dated— =° ------- THE ISSUANCE OF-THIS CERTIFICATE SHALL NOT BE CONSTRUED AS ZGUARANTEE-THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY.11 ' - 1 DATE Inspector— - - -- -- — ' i BOARD OF HEALTH' - - - TOWN OF ,BARNSTABLE Yell bn5truct ion Permit No. ------ -- Fee— } . Permission is to Construct K-);'Alter, ( .i), or.Repair ) an Individual;Well at: — —-- k No. -��� v+ ^ 4 S {�r�.r -- -- -------------- - - ' .:street T as shown on the application for a'Well Construction`Permit *' n No. Dated_ -- ------------------------------- Board of Health ` DATE No. (� {kk./ f- Fee THE COMMONWEALTH OF._MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ZIpplication for Bioo al *rgtem ConttrUctiori permit Application for a Permit to Construct(Repair( ) Upgrade( ) Abandon( ) LJ Complete System ❑Individual Components Location Address or Lot No. 7 r)o Se-a-L)ie4u{ w Owner's Name,Address and Tel No. 5-6 3—g6­6 `.2(Q?/ Assessor's Map/Parcel 138 .1f a `� 1 MA ,6li oen c! 5C6 �� - Q 3 99 �70 't Wig-7�0�- Y ✓ Installer's Name,Address,and Tel.No Desi ner's Name,Address and Tel.No. borolc �`C'on�- r'vc 'or �,l�,c� �nC .jganS tne&r�r� anc S 5F11u Ma o a ain Si Oxx Type of Building: C� Dwelling No.of Bedrooms Lot Size Garbage Grinder (,/) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures (� Design Flow(min.required) 990 gpd Design flow provided C/D gpd Plan Date tCr �� — - . Number of sheets Revision Dates h�`l Title) OS Size of Septic Tank f•a60JxQ oX), 3b6O 93!>Al2Q Type of S.A.S. 30'x Lk Aeg , y ptle Description of Soil J d� f,,n:s w J Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the cons n and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of En ' onmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Boa of H th. Si Date Application Approved b Date g• Application Disapproved by: Date for the following reasons Permit No. r Date Issued w----- ,.�----------- t t � .. °. Q J No. /V'1 Fee t THE COMMON:9NFA�TH O.F MAS.. .p-CHUSETTS Entered in computer: ti - .L�: 3 _ Yes 5 PUBLIC HEALTH DIVISION - TOWN'C�F B.ARNSTABLE, MASSACHUSETTS , Zipplication for DiqosW 6pttem ongtructtottPer— it i Application for a Permit to Construct(/Repair( ) Upgrade( ) Abandon O LJ Complete System ❑Individual Components Location Address or Lot No. 1 r)U Se-cl,(J► Owner's Name,Address and Tel No. e^ S(Zs�T� q Assessor's Map/Parcel .2s Lea d-h Low So. �iG iYA 0/0/B0 •J 70 'Y)1- 9 3 W 3�a- Installer's Name Address and Tel.No (/ Desi ner's N e Address and Tel.No. 7 burro-�'t�C'vn`�jf�rv< -►cm ,lne, wnj��rsin ertnj ,-'n< Mel 0 to 513 9 kqa1n Si- 6r !kr r t VW7s - Type of Building: Dwelling No.of Bedrooms Lot Size q. ft. Garbage Grinder (r/) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 1390 gpd Design flow provided gpd Plan Date `I��np �, SDI( Number of sheets Revision Date' nn�`1'uG I Znl I TitlesI an rk ,' !x y n2 OS (1S ' Size of Septic Tank /-xioqh,�,,, �, (tpq g)�? _h j yDn Type of S.A.S. 30�X pQyd, y "Pile P(f[' Description of Soil 5 `jam, 1 � ;, �,rt� :;X, ! f Nature of Repairs or Alterations(Answer when applicable) s; Date last inspected: Agreement: i The undersigned agrees to ensure the construct�i°n and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the En>,ifonmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Si are Date Application Approved b Date g p Ir Application Disapproved by: Date for the following reasons Permit No. t a Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of Compliance THIS IS TO,CERTIFY,that the/O�n-site Sewage Disposal System Constructed Repaired ( ) Upgraded ( ) c Abandoned( )bye-�n�n'l . l'i.y�C— r^UC��i.ty� at (� c i��l��'�e{t, �(/ �L - 0 sle has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. Q/) dZ`S lam 19 ' dated � Installer P)a�nS�YGt1nr►�v,[. Designer '�UW/� �a��������c�l�c #bedrooms�� Approved design flow gpd The issuance of this permits shall n 't be construed as a guarantee that the system wi functio as esi ned. Date Y�/c7-i��d" Inspector Fee. . . THE COMMONWEALTH OF MASSACHUSETTS i PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Digo5aY *p5tem Con6trurtton 3permit Permission is hereby granted �ranted to Construct Repair Upgrade Abandon ) P � ) pg � ) � ) System located at �11, fr and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction ust bee•c mpleted within three years of the date o(this perm*. Date (/' Approved by RM R-27-2012 12:36 From:BORTOLOTTI CONST 50e1289399 To:150879063O4, P.1/1 FROM :down cape engir-eering inc FAX N0. :15083629380 a.. Mar., 26 2012 10;23AN Pi y.,al t?4�1Ja. +7t a t®r"1I RP 1 f e z '~1 �3E'lPCSl�il'Ii'S? "` 'E'iT°�l"aC�: (�++/�- � T>ta�>�i�.s•3t',idCil�;a' ipor'��^o.�s 1YlOhF.TISTAKi.dp//�f� 1" end: !I ea?th Di L,� iou 1'Rn(emad NId,KcarJ,fD ,tructnr , 200 i1'lCmiu f3tren't,197immim,IVt A 02,941 t'rusil�ll�xc ]� �' mfyY�dKdflg >hl�nn ry e D/L— 2� - �cwu.t+ F�+sffiiG11 F �ReeN�ur 1! apkparcrf ! 9'D�ra�traun': W ou3n e?11 1nAj'1LHft: vu 8 E s c""i iqm1ecl Pianr(it'rn insm-fl. YSTPLa xt l 7� e u¢ vj ek) A?, ... based on a rienip, arami by - tadt.rnss iV�v1, /z1.6i,IA S ca:rdiy LL.M.tbrt gepr c gyslam rerdraucatl a buve was inq1aJ.1rrl aub i4- (LiaUy fterot-d ng W. the desiiErrr, wl is h,nay i.mlode mmor avrroved cY►a jgt:s 5tt6 Fis lateral rclouuLiurt of tlti(J tli9talbu lon box sn&or:iei!'{1q brk X c"vifY thar the mt)bv sYSCreu 1'MfLIXer}frf1. Ohnve wpa'rat.�tia1llc(1 pith IHRj r Chimps Pc,A.Snz than 10' 'atpral rclow.,-o.ri of t4e 8AN m any N,81-t-eft' u1,10catiOn of ally uutr p=,u rlt , c»'tJt SC fu-',ypat-m)bul,in a4 ctyWkCroc,Willi i two& LdW.'f*epJarsmi".., Plan rovi.,011371 (1r Certified►u-built by ilegiLi0er rn Ibllnw:. IKOF DANIEL& OJAI.A (lxtsrAl�cr.:�,St�rtilt 'C� CIVIL Nn 40509, cr 0. tt'S13 �� i�"5 aCt'K4tg c (Aff4DnSI uar°4 laTr,J,,Two rt L!ffR A LhIVAU,�_c��'>:l! to CC�1�6�'.a lA1VC?r, wil.i� h 61r, afaF1Y7 Y� T TY4.F1Q'UT TMN P'41 w.'i. :1' CARS ALIT, � C41t�eNlfliNia�rtidl)`°signrr(�ti'�GtrtiDAF0171i,-?b-Q+I�Iq; Town �;I gel �v 1Departmcut of Regulatory Services y Public J[�(�a th Division Date 200 Nlain Street,Hyunuis MA 02601 ate Scheduled Tihie �� ]��e��• /�� `oil Suitability, Assessment for Sewage Disposal Perfumed Dy: ,? ?/it � �E�'�P1 Witnessed Hy.: TXAv. . Location Address /i Name Address i Assessor's Map/Parcel; '�3�/ ` Cngiueer's Namc L^_ NEW CONSTRUCTION, REPAIR Telephonell Cvoe Land Use. P/d1 FiLrS Slopes(%) Surface SLones Al Distance's from: Open Water Body ft Possible Wet Area ft Drinking Water Well �✓ fl Drainage Way 4�14­ ft Propw Ly Line ~ ft Other, tt L SKE'T C' H: (street name,dimensions of lot xact locations f test holes 8c pert tests,locale wetlands In pratinuly to holes) "1 30 ✓ ZZ w erv, Parent material(geologic)�V•1-Lf.,ar h L Depth lU Budiock Depth to Oroundwalcr: Standing Water in I-foie: Al oN Weeplltg I'1'Ultt Pit Nor Estimated Seasonal High Oioundwater � r � � � - - � � �__._-- - _ �__ •+ �• - DETERMINATION FOR SEASONAL HIGH WATC1,11 TABLE Mclhod Used: Depth Observed standing in obs.hole: Ip, Depth 10 SQ11 Depth to weeping from side of obs.hole: ill, druuurJwutal AdJuslhtent,_� ft. Index Well iY 11cading Datc: Index Well level R Ad1,llletnr T Aty(�,��JgPt�`untJwuler Ix4ul F ^ PERCO LATION TEST- — RJadl e R'llttm�� Observation a I-Jolt It J/ / Time tit h" Depth of Perc 7Z !p'rC� Thrip tit 6" Slott Pre-soak Time @ G i O� i'�D Time(9"-0") End Pre-soak ' 2'�� •GZ \,� � $vim . �, � ,,�� 4 �,+ .. Rate Min./Incli Site Suilabllily Assessment: Site J'esseil Faileii: Additional Testing Needed(YfN) y Original: Public Health Division Observatj.ori Hoke Data To Be Cotnpleted on Back----------- ***Ik percolation testis toybe conducted within 10W of vveda;<nd, you Qavusi lfirslt Uotity dill Mirnstable Conse7vatlorl I)ivisit)Il at least one-(]) week prior to �➢2gafl1B.1QUBg. �� Q:\SEPTIC\PLRCPORM.000 r • D11CICP.O][ S ERVA7['ION TIO—LE ]LOG -----_ Dc lh from p Soil riarizon Soil Texture Surface(in.) '.5dil Color Soil ®le (USDA). (Munsell) MottlingOther �� >/ (Structure,Stones';Boulders, 6 Con istc c %' ra el 0 .sy 7� Surf DEEP Depth from O-BSE-RVA ION HOLE' LOG Soil Tex ice(in.) Lure Soil Color ---- (USDA SoilOther (Mansell) Mottling (Structure,Stones, Boulders. Consis ency %Craven ye DEEP OBS EI[RVATION T-T®LE L®� Depth from Soil Horizon Hole# Surface(in.) Soil Texhrre Soil Color ----- + (USDA) soil her (Munsell) Mottling (Structure,Stories,Boulders. Co siste cy 9'b Orwell DEEP OBSERVATION r Depth -ornn. Soil Horizon �'F LOGLOG(I Surface(in HalL# '( ) Soil Texture Soil Color (USDA) 'oil --Other (Munsell) Mottling (Structure,Stones;Boulders, G::9l Le .. L� Cons en G_y o ora-Y"el 4y /0 yg /G �® rll 00d Insurance Rate Maw Above 500 year flood boundary No Yes .- Within 500 year boundary No -- Yes Within 100 year flood boundary No 'Yes IDla;p�l>l ��'1'+Tru�snlrall� �caruflr>riira�1[��irvaol�s l�ate?rlal Does Rt least four feet of naturally occurring pervlous material exist in all areas observed thl'oughout the 4 area proposed for the soil absorption system$ )(Gaol, label is the depth of naturally occurring pervious marol'ial? r. z . Ce>rtflf� ��.� •: • A certify that on t - (date)I have passed the soil evaluator examination approved by the 1DepartmentOfEnvironmental.Pratection and that the above analy.;is was performed by me consistent with 9tre aequired training, ex.ertise and experience descriUcd in CIO CZAR 15.017, Signature / Dato ` Q:IS,HFTICU'ERCF'ORM.DOC - - TOWN OF BARNSTABLE _ jLOCATION �70 �.��� �jf�-E-- SEWAGE �JVILLAGE .. jftzz �& ASSESSOR'S MAP&PARCEL 13�-cam INSTALLER'S NAME&PHONE NO. 2 g SON SEPTIC TANK CAPACITY 3 .l 3A-kti LEACHING FACILITY:(type) R ejb (size) (Q �( 3d y- NO.OFBEDROOMS ✓C ,OWNER MOM pI"OA2,- PERMIT DATE: 7-72-// COMPLIANCE DATE: Separation Distance Between the: p Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 493 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) l �Q Feet FURNISHED BY11I�. .f ! , j r.3�� L No. � Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in corn er: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01pplitation for Mispo8al *pstem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon(A�❑Complete System ❑Individual Components Location Address or Lot No.i�!x} owner's Name Ad ess,an g� O °�iexvi ile Pekr A, Le � Assessor's Map/Parcel �� ) d8 4wah 6, 5.kw-�v c{( y► 40, Installer's Name Address,and Tel.No. O - 9,3 jg Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil ol Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been is by this f Health. e Date Application Approved Date Application Disapproved by Date for the following reasons Permit No. Date Issued 1 11 'NO. P:�..,. MM Fee ���' Entered in com er: THE COMMONWEALTH OF A48SACHUSETTS PUBLIC HEALTH DIVISION - TOWN OF•BARNSTABLE, MASSACHUSETTS. Yes .• /.,- # 01pplitatlon for Disposal 6pstertt Construction permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon(k/[:]Complete System ❑Individual Components ,..,,. - Location Address or Lot No. 331oS0 Lt% 6 SeaVejo A o,� Owner's Name;Address,and Tel,No. • � , -; Assessor's Ma /Parcel ✓Sr�crY) °" p 078��t , s k0nc < AlA 0106v Installer's Name,Address,and Tel.No. 1 12��O 1' 9 3F� �, Designer's Name,Address,and Tel.No. `#�'�,,.-•� Qbo Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) - Other Type of Building 'No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date 1' Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issuedVthisoard-•f Health. Date 14 Application Approved(bK '! Date 24 q t Application Disapproved by - Date t for the following reasons r Permit No. cr-!:> Date Issued fl ---------------------------------------------------------------------•------------------------= --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS I O CERTIFY,that the On=site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Aba�n/doped( by 8,5 r.(j4 �Y,c tiJG� at 7 24) 6 &6 UI e4A ) At1W 66�0 Ui j jr- has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No901``-951 dated Installer f ,r ,'n`� j ��„n� r[�-I pal L.r,<+ Designer #bedrooms Approved design flow gpd The issuance of this permit shall t b cons rue s a guarantee that the s stem will fun�• des ned. Date p �� �� g Ins ector g P ..- ---------------------------------------------------------- No. C/ 5 / Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal *pstem Construction 3pErmit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon(X, System located at y 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:Construc ' m e c mp eteyl ithin three years of the date of thi�permit. Date � �� l Approved Assessing As-Built Cards Page 1 of 1 TOWN OF BARNSTABLE G e- LOCATION 7�70 _5 eAVt L) A✓e- SEWAGE# VILLAGE S P.i ASSESSOR'S"MAP&LOT INSTALLER'S NAME&PHONE NO.Sri C t H0.Gf SEPTIC TANK CAPACITY f 0 U o 6,4 l l LEACHING FACILITY: (type) /r Q 0 Q CA, (size) 6 xC ' J S�✓7 NO.OF BEDROOMS o'L BUILDER OR OWNER S n 2�r n L C HI A Q PERMITDATEN9!Z!�: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility'(If any wetlands exist within 300 feet of leaching facility), Feet Furnished by B - Ct 3 a. 33� D ''S VoA .yp ' 416 i http://town.bamstable.ma.us/Assessing/HMdisplay.asp?mappar=138001&seq=1 7/28/2011 TOWN OF BARNSTABLE LOCATION `Z� �tJ0 �> .� L SEWAGE# E� VILLAGE 6s,—oz4ji t_—LZ- ASSESSOR'S MAP&PARCEL 4 39' f INSTALLER'S NAME&PHONE NO. �0 ,� �,L�°j I �-r y.q �► SEPTIC TANK CAPACITY -+-oa j 9 ..3r.-C)-CAL LEACHING FACILITY.(type) (size) e,��x 36 K. NO.OF BEDROOMS OWNER [= PERMIT DATE: • ( COMPLIANCE DATE: c �/ `off Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility -J, Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) NA Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 0 300 feet of leaching facility) Feet FURNISHED BY ' -- - - ' 03 —� ! eV 6NS�'• ��i v�i.� TOWN OF BARNSTABLE CATION /V /ry �,e J e S � eVt 0 cl� r LAGE OY Ie N ey Vi' ASSESSOR'S MAP&PARCEL IPT5TFMtW S NAME&PHONE NO, ;�aJ`i N-1-e I SEPTIC TANK CAPACITY qXCI &Sebu( LEACHING FACILITY:(type) 600 (size) NO.OF BEDROOMS OWNER PERMIT DATE: C( ATEcn �9 1 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 wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY } t Drivewa 171 f f J J ! f f 43 f f F f f f f f f a• ' , f f f ! J f f f f f k,4 f ! / t. t- 12 f. ! ! f'/ if'/ ! f f ff ! Ff•/ f-!' fffff •.a. t&"d' 1..4 4 4 \ 4 4 4 4 4 4 4 \ AML 4 4 '4: 4 \ \ \ \ - �"' .°° y,5;a*c !' f'f f / f f ! f f f.f• ! -f f ./. f. "M1f / ! f. / '! F f f / \'4:•\-4 - \ 4'4.4 \ \ \ 4 4 59 9 ffFffffff ffff f , , ffJ.flff �y No. — 238 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Application for Disposal 6pstem Construrtion Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon"\/ ❑Complete System ❑Individual Components Location Address or Lot No. IV 170A ieW Ow er' Name kd es an T,el.rr Sv9- Assessor's Map/Parcel a Co/ Ln, SO• 014 i'} 01-266 Installer's Name,Address,and Tel.No. ,5206-'7'71—9-5Sf Designer's Name,Address,and Tel.No. (,r wA, d01) jri-cx,Qr\ Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and mainten of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental a of to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed Date Application Approved by Date Application Disapprove y Date for the following reasons Permit No. 9011 ' 23 Date Issued I $ z No. 3g — Fee THE COMMONWEALTH OF-MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS,, Yesr` application for Disposal Opstem Construction Permit i Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandonl/ ❑Complete System ❑Individual Components i Location Address or Lot No. V170A /ems/` L,,e Owner's Name,Address and Tel.No. %9 &S U- S FAO Assessors Map/Parcel aj1 ' Sd• M✓� Installer's Name,Address,and Tel.No. Sod '7'7/-9399 Designer's Name,Address,and Tel.No. S r-4o IcS�t�* C'ons4 u::41 oi-�---tnc • {?a•/fax 0V a I Coco Type of Building: Dwelling No.of Bedrooms ___Lot Size sq.ft. Garbage Grinder( ) t Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd r Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. - Description of Soil Nature of Repairs or Alterations(Answer when applicable) ,_ �V �'� „„, �� S 000 Date last inspected: �. A Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described.on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and of to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. f Signed _ Date z Application Approved by ///7�--- �- Date '9 !i Application Disapproved'by d y. Date _ for the following reasons Y r Permit No. 270 1( - 2 c Date Issued THE COMMONWEALTH OF MASSACHUSETTS bQ N,�Y14 BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned�Wby. i' Af at ( has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.2C41"2N dated (�- !0 / Installer ��G�'�v <� r 0n K2 CUC1*nn " ..Lilc Designer #bedrooms Approved design flow gpd The issuance of this permit shall `ot be cons rule as a guarantee that the system w' 1 funct as igned. Date �- / Inspector No-,-ad -- 2 3 Q Fee Z - o THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE, MASSACHUSETTS Disposal 6pstrm Construction Permit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) // Abandon(j System located at � 9Q4 ,Sa 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. i Provided:Con tructio. must be completed within three years of the date of this permit. Date /`��Z4� / Approved by .� Commonwealth of Massachusetts t Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 470 A Seaview Ave. z Property Address Ken Soderholm Owner Owner's Name information is Osterville MA 02655 Jul 6, 2011 required for y every page. City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When filling out A. General Information forms on the computer,use 1. Inspector: only the tab key to move your Patrick M" O'Connell cursor-do not Name of Inspector use the return key. Septic Inspection Services Co. Company Name 189 Cammett Road Company Address Marstons Mills MA 02648 re"m' Cityrrown State Zip Code 508-428-1779 S1 12855 Telephone Number License Number B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection 01 was performed based on my training and experience in the pro per function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5 (i10 CMR 15.000). The system: - -- ® 1Passes ❑ Conditionally Passes ❑ Fails � t U- ❑ °Needs Further Evaluation by the Local Approving Authority I-- July 6, 2011 Job# 11-112 In Rior's Signature Date 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 to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. t5ins•11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 17 I Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 470 A Seaview Ave. Property Address Ken Soderholm Owner Owner's Name information is Osterville MA 02655 Jul 6, 2011 required for y every page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ® I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: System consists of a cesspool with an overflow pit. Both were empty with no signs of surcharge. B) System Conditionally Passes: ❑ 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. Check the box for"yes", "no"or"not determined" (Y, N, ND) 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 a 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. ❑ Y ❑ N ❑ ND (Explain below): l5ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 2 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 470 A Seaview Ave. Property Address Ken Soderholm Owner Owner's Name information is required for Osteryille MA 02655 July 6, 2011 every page. (5ity/Town State Zip Code Date of Inspection B. Certification (cont.) B) System Conditionally Passes (cont.): ❑ 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("§) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ 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 of the Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ' ❑ ND (Explain below): C) Further Evaluation is Required by the Board of Health: ❑ 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 a salt marsh 15ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 i. Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 470 A Seaview Ave. Property Address Ken Soderholm Owner Owner's Name information is Osteryille MA 02655 Jul 6, 2011 required for y every page. Cityfrown State Zip Code Date of Inspection B. Certification (cont.) 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 aseptic tank and.SAS and the SAS.is Within'a Zorz 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 fecal coliform bacteria indicates absent 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: D) System Failure Criteria Applicable to All Systems: You must indicate "Yes" or"No" to each of the following for all inspections: 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_day flow 15ins•11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 4 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 470 A Seaview Ave. Property Address Ken Soderholm Owner Owner's Name information is y ,Osterville MA 02655 Jul 6 2011 required for i every page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® 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 poriion 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 fecal coliform bacteria indicates absent 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 . and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 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: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes"or"no"to each of the following, in addition to the questions in Section D. 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 has 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. t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 0117 Commonwealth of Massachusetts T Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 470 A Seaview Ave. Property Address Ken Soderholm Owner Owner's Name information is required for Osterville MA 02655 July 6, 2011 every page. City/Town State Zip Code Date of Inspection C. Checklist 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 ❑ Zl 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? ❑ ® 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, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened,and the interior of the tank inspected for the condition of the baffles or 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)on the site has been determined based on: ❑ ® 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 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms (design): Unknowns Number of bedrooms (actual): 2 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): N/A 15ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 470 A Seaview Ave. Property Address Ken Soderholm Owner Owner's Name information is Osteryille MA 02655 Jul 6 2011 required for Y f every page. Cityfrown State Zip Code Date of Inspection D. System Information Description: Number of current residents: 0 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? [if yes separate inspection required] ❑ Yes ® No Laundry system inspected? ❑ Yes ❑ No Seasonal use? ® Yes ❑ No Water meter readings, if available(last 2 years usage(gpd)): Detail: Sump pump? ❑ Yes ® No Last date of occupancy: UnknownDate Commercial/Industrial Flow Conditions: Type of Establishment: Design flow (based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow (seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: t5ins•11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 470 A Seaview Ave. Property Address Ken Soderholm Owner Owner's Name information is Osterville MA 02655 Jul 6, 2011 required for y every page. Cityfrown State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: None Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: k 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) and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): 15ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 8 of 17 i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 470 A Seaview Ave. Property Address Ken Soderholm Owner Owner's Name information is Ostetville required for MA 02655 July 6, 2011 every page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: Unknown Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: 1'feet Material of construction: ® cast iron ❑ 40 PVC ❑ other(explain): Distance from private water supply well or suction line: feet Comments (on condition of joints, venting, evidence of leakage, etc.): Septic Tank(locate on site plan): Depth below grade: feet Material of construction: ❑concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑other(explain) If tank is metal, list-age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: Sludge depth: 15ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 470 A Seaview Ave. r Property Address Ken Soderholm Owner Owner's Name information is Osterville MA 02655 Jul 6, 2011, required for y every page. Citylrown State Zip Code Date of Inspection . D. System Information (cont.) Septic Tank (cont.) Distance from top of sludge to bottom of outlet tee or baffle Scum thickness Distance frjm top of scurr to top of outiet 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.): 4 Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ❑ concrete El 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: Date t5ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 I Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments r 470 A Seaview Ave. Property Address Ken Soderholm Owner Owner's Name information is Osterville MA 02655 Jul 6, 2011 required for y every page. City[Town State Zip Code Date of Inspection D. System. Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank(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 per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): *Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins•11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 L Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M ,.•'" 470 A Seaview Ave. Property Address Ken Soderholm , Owner Owner's Name information is Osterville MA 02655 Jul 6, 2011 required for Y every page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) Distribution Box (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.): Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No Alarms in working order: ❑ Yes ❑ No Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: l5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 12 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments w 470 A Seaview Ave. Property Address Ken Soderholm Owner Owner's Name information is Osterville MA 02655 Jul 6, 2011 required for y every page. CityfTown State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ® overflow cesspool number: ' One 46 pit. ❑ innovative/alternative system Type/name of technology: Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): Pit was empty at time of inspection with no sidewall stains. Cesspools ( •esspool must be pumpeds part of.inpection) (locate on site plan): Number and configuration One with overflow pit. • ' Depth—top of liquid to inlet invert 41 Depth of solids layer 0" Depth of scum layer 0.1 Dimensions of cesspool 44 Materials of construction Brick Indication of groundwater inflow ❑ Yes ® No t5ins-11I10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 13 of 17 Commonwealth of Massachusetts 4 Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 470 A Seaview Ave. Property Address Ken Soderholm Owner Owner's Name information is Cisterville MA 02655 Jul 6, 2011 required for Y every page. City(rown State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy (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.): 15ins•11;10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 R Commonwealth of Massachusetts Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 470 A Seaview Ave. Property Address Ken Soderholm Owner Owner's Name information is Osterville MA 02655 _ July 6 2011 required for -"— State Zip Code Date of Inspection every page. City/Town D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view 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. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately Driveway 43 12 . . . . . . . . . . . . . , . . . . . . . . . . , . 1 • Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 470 A Seaview Ave. Property Address Ken Soderholm Owner Owner's Name information is Osterville MA 02655 Jul 6, 2011 required for y every page. City(rown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope ® Surface water Check cellar ® Shallow wells Estimated depth to high groundwater: 15+ feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date ® Observed 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: You must&-.scribe how you established the"high ground water elevation: Low area on opposite side of driveway with no surface water is considerably lower than SAS. Before filing this Inspection Report, please see Report Completeness Checklist on next page. 15ins•11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 h • Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Vol untary.Assessments 470 A Seaview Ave. Property Address Ken Soderholm Owner Owner's Name information is Osterville MA 02655 Jul 6, 2011 required for Y every page. Cityfrown State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C, D, or E checked ® Inspection Summary D (System Failure Criteria Applicable to All Systems) completed ® System Information— Estimated depth to high groundwater ® Sketch of Sewage Disposal.System either drawn on page 15 or attached,in separate file t5ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 17 of 17 3' COMMONWEALTH.OF.MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF.ENVIRONMENTAL PROTECTION TITLE 5 OFFICIAL INSPECTION FORM NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: '470 SeaviewAvenue• Osterville. MA!02655' Owner's Name: , Gordon LeBlanc Owner's Address: Date:of Inspection January 3;2011 Name of Inspector: (Please Print)Gordon Buinpus'-` Company Name: Gordon'Bumpus Mailing Address:, P.O.Box.1105 Osterville,MA 02655 Telephone Number: (508) 776-2345 CERTIFICATION STATEMENT :* I certify:that I have personally inspected the sewage`disposal.system at this address_and that the information reported below is true,accurate and complete as of the time of the inspection.:The,mspe.ction was performed based on my training and experience in the proper function and maintenance of on site.sewage disposal systems.=I am a DEP approved system inspector pursuant.to Section 15.340 of Title 5(310 CMR 15.000). The system: c .- t ✓ Passes . ;Conditionally Passes 'Needs Further.Evaluation by the Local Approving Authority a Fails;. . rn F?- Inspector's Signature: -Date , January 12.2011 2= 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 systerii owner and copies sent to the buyer,if applicable,and-the'approving; . authority_ " Notes an&Coimnents ****This.report only describes conditions of the time of inspection and under the conditions of useat':that time. This inspection does not address how the system will perform in the future under the:same or different conditions of use. Title 5 Inspection Form 6/15/2000 page 1 Page 2 of 11 OFFICIAL INSPECTION FORM`-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL.SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: ' 470 Seavlew Avenue Osterville,-MA _ Owner: Gordon LeBlanc Date of Inspection:_ January 3, 2011 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: ✓ I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: 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 a 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 ouf.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 of the Board of Health). broken pipe(s)are replacedt' obstruction.is removed ND explain: 2 Page 3 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 470 Seaview Avenue Osterville, MA Owner: Gordon LeBlanc Date of Inspection: January 3 2011 C. Further Evaluation is Required by.the Board of Health: 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 5.0 feet of a bordering vegetated wetland or a 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 a 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 passesif the well water analysis,performed at a DEP certified laboratory, for coliforin 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 3 Page 4 of 11 } 9 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 470 Seaview Avenue Osterville, MA Owner: Gordon LeBlanc , Date of Inspection: January 3, 2011 D. System Failure Criteria applicable-to all systems: You must indicate either"yes"or"no"to each of the following for all inspections: Yes No ✓ Backup of sewage into facility or system component due to overloaded or clogged SASor 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'h 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 l00 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 cerfiffed.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.]. No (Yes/No)The system fails. I.have determined that one or more of the above failure.criteria exist as described in 310 CMRV15,303,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. System: To be considered a large system the system must serve a facility-with a design flow of 10,000 gpd to 15,000 s gpd You must indicate either"yes"or."no"to each of the following: (The following criteria apply to large systeriis 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,imSection E the system is considered a significant threat,or answered "yes"in Section D above the large system has 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.3IO CMR I5.304. .The system owner should contact the.appropriate regional office of the Department. 4 i V i. Page_5 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARYASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 470 Seaview Avenue Osterville, MA Owner: Gordon LeBlanc Date of Inspection: . January 3. 2011 Check if the following have,been done: You'm.ust.,indicate"yes"or"no"as to.each of the following: , t 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? F Have large volumes of water.-been introduced to the system recently or as part of this inspection? Were as built plans of the system obtained and.examined?(If the 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.systetn components,excluding the SAS,located on site,?Y. ✓ Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition of the baffles or tees,material.of construction,dimensions,depth of liquid,`dep6of sludge and depth of scum? ✓ _ Was the facility owner(arid 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)on the site 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 CMR 15.302(3)(b)]. i 5 Page 6 of I 1 a OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM.INFORMATION Property Address: 470 Seaview Avenue Osterville, MA Owner: Gordon LeBlanc Date of Inspection January 3. 2011 " FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): 2 Number of bedrooms(actual): 2 DESIGN flow based on 310 CMR 15..203 (for example: 110 gpd x#of bedrooms): 220 Number of current residents: 2 Does residence have a garbage grinder(yes or no): n/a Is laundry on a separate sewage system(yes or no): n/a [if yes separate inspection required] Laundry,system inspected(yes or no): No Seasonal use(yes or no): No Water meter readings, if avai lab le.(last,2 years usage(gpd)): Unavailable Sump Pump(yes or no): No ! Last date of occupancy: Currently COMMERCIAL/INDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15:203): pd Basis of design flow(seats/persons/sgft,etc.): Grease trap present(yes or no): Industrial waste holding tank present(yes of,no) Non-sanitary waste discharged to the Title 5system(yes or no); Water meter readings; if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: Unknown Was system pumped as part of the inspection(yes or 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-a copy of the DEP approval Other(describe.):. 3 Approximate age of all components,date.installed(if known)and.source of infonnation: system installed in 1995= per as built card Were sewage odors detected when arriving at the site(yes or no): No 6 Page 7 of l l OFFICIAL INSPECTION:FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 470 Seaview Avenue Osterville, MA Owner: Gordon LeBlanc Date of Inspection: January 3. 2011 BUILDING SEWER(locate on site plan) Depth below grade: Materials of construction: _cast iron _40 PVC other(explain): Distance from private water supply well or suction line:- Comments(on condition of j oints,.venting,evidence of leakage,etc.): SEPTIC TANK: ✓ (locate.on site plan) Depth below grade: 12" Material of construction: ✓ concrete:_metal _fiberglass polyethylene _other(explain) If tank is metal list age: Is age confirmed by Certificate of Compliance(yes or no): (attach a copy of certificate) Dimensions 1000 gal. Sludge depth: 2„ Distance from.top of sludge to bottom of outlet tee or Baffle: 3011 -Scum thickness: 2„- Distance.from top of scum to top,of outlet tee or.baffle: 6" Distance from bottom of scum to.bottom of outlet tee'or baffle: 10" How were dimensions determined: Measurin z stick Connnents(on pumping recommendations,inlet.and outlet tee or.baffle,condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage;etc.). Tees were present. The liquid level was even with the.outlet invert. There did not appear to be any signs ofleakage. GREASE TRAP: None (locate on site plan) 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:. Commments(on pumping recommendations, inlet and outlet tee-or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): 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: 470 Seaview Avenue Osterville, MA Owner: Gordon LeBlanc Date of Inspection: January 3, 2011 TIGHT or HOLDING TANK: None (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; ' Alann.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.): r DISTRIBUTION BOX: ✓ (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: Even 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.):. The D-box was level. No solids were present. PUMP CHAMBER: None (locate on site plan) Pumps in working order(yes or no): Alarms in working order.(yes or no) Commments(note condition.of pump chamber,'condition of pumps and appurtenances,"etc.): 8 r Page 9 of I 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 470 Seaview Avenue Osterville, `MA Owner: Gordon LeBlanc Date of Inspection: January 3, 2011 SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan,excavation not required) If SAS not located explain why: Type ✓ leaching pits,number: 1 -61x 6!(1000 a� L) -per-as-built card 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 ponding,damp soil,condition of vegetation,etc.): The pit had 18"of water on the bottom. The scum line was at the same level.. There did not appear to be any signs of failure. The cover was 17"below&rade. CESSPOOLS: None (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: Depth-top,.of liquid to inlet invert: . Depth of solids layer: Depth of scum,layer: Dimensions of cesspool- Materials of construction: Indication of groundwater inflow(yes or no):. Comments (note condition of soil;signs of hydraulic failure, level of ponding,condition of vegetation, etc.):, PRIVY: None (locate on site plan) P . Materials of construction: Dimensions: Depth of solids: Comments(note condition of soil,signs of hydraulic failures level of ponding,condition of vegetation;etc.): Page 10 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION'FORM PART C SYSTEM INFORMATION(continued);s. Property Address: ` - ''470 Seavew Avenue Ostei^.ville, 2 A .' Owner:` Gordon LeBlanc Date of Inspection: January 3,`2011. 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. v a { . 5 Y � s :a Page 11 of 11 OFFICIAL INSPECTION`FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM.INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 470 Seaview Avenue Osterville, MA Owner: Gordon LeBlanc Date of Inspection: January:3 2011 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water 20 +1 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: Observed site(abutting property/observation hole.within 150 feet of SAS), Checked with local Board of Health-explain.: Topographic and water contours maps Checked with local excavators, installers-(attach documentation) Accessed USGS database-explain: You must describe.how you established the high ground water elevation: Using Barnstable topographic and water contours ntaps the maps were showing approximately 20'.+/-to groundwater at this site. This report-has been prepared only for the septic systent and components described herein. This septic system has been t inspected and passed as of the date of inspection. This report is not a warranty or guarantee that the system will function properly in the future.. There have been no warranties or guarantees, either expressed,written or implied, relating to the septic systenz,,the inspection,this report and/or any coirponents.of the septic system..which have not been located and inspected... 11 `. TOWN OF BARNSTABLE LOCATION 7 70 -5 eAllt e ti Ave- SEWAGE# VILLAGE (').S I e r,., I C- ASSESSOR'S MAP&LOT INSTALLER'S NAME&PHONE NO. ry c e Nax a-1 l �'/vZ SEPTIC;TANK CAPACITY ` 0 0 0 G A LEACHING FACILITY: (type) 1400 0 fi I3 �- NO:.,OF.BEDROOMS BUILDER OR OWNER PERMIT DATE: COMPLIANCE DATE: , ..1 Separation,Distance Between the: ; . Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private. ter Supply Well and Leaching Facility (If any wells exist ori:site or within 200 feet of leaching facility) Feet Edge of.Wedand and Leaching Facility(If any wetlands exist within 300 feet of leaching facility)F ; Feet Furnished by r}. .. .. .. .... ..--......._ ..-J'. M 91-7 l; 017 .� THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) I A , m / �C(�J LI DATA TOWN OF BARNSTABLE ATION 064 SCA W'Z�✓ &R: SEWAGE# V�L,AGE L9S�� rJl ASSESSOR'S MAPS&PARCEL INSTALLER'S NAME&PHONE NO. �jqc�gll /�x- �� � i SEPTIC TANK CAPACITY 000 A l f LEACHING FACILITY:(type) �, D / (size) p 00 NO.OF BEDROOMS �. OWNER- PERMIT DATE: c 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 ���*IT LE TOWN OF-BAP.NSTAB /� ,ATION -7 �® C'Ay`fCJ PVC r SEWAGE ,AGES ASSESSOR'S MAP& LOT INSTALLER'S.NAME.&'PHONE NO.- ru c l I '" SEPTIC TANK CAPACITY 6 J b 6 LEACHING FACILITY: (type) '�r CI'FO�/3 %r I . (size). O X -SAY!(l NO:OF BEDROOMS BUILDER.OR OWNER:' 6 2�cr n`�Lr e ll�r�►C. `PERMTTDATE: COMPLIANCE DATE ; Separation Distance Between the w e able and Bottom of Leaching Fac_eachin ili Feet Mazimum�Ad'usted Grou nd at r T ty J Private Water g•Su' 1 .:Well and Leachin Facili '(If any wells exist , PP Y ty Y r on site;or within 200feet of�leaching facility)_' Feet Edge of and andLeaching Facility If.any wetlands exist = k lwithin 300 feet of leaching facihty),l� Feet. FurtusWd by s % '" t Y. Port ti. a/ c�v7'%-T 3/ f 6 � • .33 416 t ASSESSORS MAP NO• b? PARCEL No.--� ...��/ FiR3 ................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Appliration for Diupuuttl Wurk,i To.witrurtiun rami# Application is hereby made for a Permit to Construct ( ) or Repair ( an Individual Sewage Disposal System at: ----------------- ------------ 4.- ........................ or Lot No. ` _---------------- --------------------------•--......_....--•-------.......---•---••------•---•----•--...-•-----•--- W /\ 6 ner Address ------------1/mil.,........ Installer Address Type of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms.--....... .. --------- -___-.--=_Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ---------------------------- No. of persons.........i O ( )............. Showers — Cafeteria Other fixtures ------------------------------- --- W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity------------gallons Length________________ Width.._...__---.---- Diameter-----------..... Depth................ x Disposal Trench— No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No---------------------- Diameter-------------------- Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by------- -----------------------------•--•---•------------•---------------- Date........................................ Test Pit No. I----------------minutes per inch Depth of Test Pit-------------------- Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit-------------------- Depth to ground water..-_---.--_-___-..--___. 1:4 --------------------------------•-••----••---------------•••••-•----------•-••------..........------......................................................... 0 Description of Soil------------------------------------------------------------------------------------------------------------------------------------------------------------------------ x .--------------------------•--------•-----•-----------------------------•-- . W ---................... ------------------------------------------------------- UNature of R airs.or Alterations—Answer when ap licable___._.i_ ________________________________ /1i /W.____-S,/ �� f.>... . d. .-..... z.. i► _� f=', %��f. �� ..................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Complian has bee i ued b t oard of health. Signed . .. . . .�. .......... ........... - - ......��.... .:...... Date ApplicationApproved By -------------------------------------- -------- ../.... ----------------------------------------------------- Application Disapproved for the following reasons. ....................................................................................... .............................. --------------------------------.............---....--------........................ ..............-------------------------- Permit No. ��� ..-� ------�. ................ Issued ..:................ ... mot....... Dare No....-y-.............. Fss...........'.................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Appliratinn for Dhipw3al Worth Towitrnr#inn ramit .Application is hereby made for a Permit to Construct ( ) or Repair ( V� an Individual Sewage Disposal System at: • Location•Ad rep or Lot No. F)wner Address -- ........_.. Installer Address Type of Building 1 Size Lot............................Sq. feet t Dwelling— No. of Bedrooms____________________________________________Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ---------------------------- No. of persons.........9--_____-__-.----- Showers (`�) — Cafeteria ( ) Qt Other fixtures ____________________________ d -------------- ......----------------- ------------------•-•----------•-----•-•--......----•-•-•--•• W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length---------------- Width---------------- Diameter---------------- Depth................ x Disposal Trench—No. .................... Width-------------------- Total Length.................... Total leaching area....................sq. ft. 3 Seepage Pit No..................... Diameter------------.------- Depth below inlet---_................. Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ ..1 Test Pit No. 1------_----_--minutes per inch, .Depth of Test Pit.................... Depth to ground water........................ Test Pit No. 2.............minutes per inch Depth of Test Pit-------------------- Depth to ground water........................ a .......................................•••-•-----................------..................-•--•-----•........................................................ ODescription of Soil......................................................................................................................................................................... x V ....------•••-•-••-----•----•••••-•-•••---•---••-••--••-••----------------•---••-•-------•---•-----••-••••••--•••-•••-•••-••------••--•-••••--•-----...---•-•--------••-••---••......--•----•--•-----•-• W -----------------•-- ----------------'------------------------- ----------------•-•---------------------------------------------------------------------------- -------•--------._....---.------ UNature of RePairs-or Alterations—Ansvyer when applicable........................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has bee d b t e "oard of health. Signed '! =. ...::.. . ...:........... ................................. ......... ........ Date Application Approved B --------- .............. //��`- ���.......................................................... �'"- f 'f PP pP Y - ..... ��. / .� Date Application Disapproved for the following reasons: ........................ ._............ -- ......._........... ...........................__._.._... ......... ------------------------------------------------------------------------ --------------------- -------------------------------------------- ---. Permit No. , ..... � .... ..,� t ....� S ...� - Issued .. . ........................................................... - ,�Y„� _ Dare THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE _ (fertifirate of (famplianve THIS IS���"0 CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired by f�c��c kYtiiovS t lS . ..e R - 0 ram — _..........- ------------------------- �` .. 1V .... _- ._.. ---- ------------------------------------- aO .. .. has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. ....`4- -�-� 21 dated ----- ...' .. Lam'..... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE....... ..............._........y--�-------/. �.._------- Inspector -- ------_ ---------- --- -------------------- --------------------- 1 THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 9 S"— 7�/ TOWN OF BARNSTABLE °s No......................... FEE:'�................... Billpau1 ork ��a� #rits#uan rruti� Permission is hereby granted..-- ...- _-_.__ to Construct ( ) or Repair (Y/), an Individual Sewa e Disposal System atNo. O Sriv,.v.�..c...-------------.........................` ------...----------------•---------------- Street as shown on the application for Disposal Works Construction Permit NoS.��7��Dated............ ..��_��..� :!�...... .- � -------------------------------------- s Board of Hea9Yh DATE---------------------------------------- --------------•-------------------- FORM 36508 HOBBS&WARREN.INC..PUBLISHERS 04-27-1999 03:49PM CENT OST FIREDEPT 5087902385 P.02 Make application to local Fire Department Fire Department retains original application and issues dupbmte as Permit. Tefia�Gi�.an,G'o�C��r6�r�icea — �oa�xxc���z� �x�u�;�,lian APPLICATION and PERMIT Fee: 10.00 for storage tank remcv;J and transportation to approved tank disposal yard in accordance with the provisions of M.G.L. Chapter 1,18-Section 38A, 527 CMR 9.00, application is hereby made by: Gordon LeBlanc f q� 70wnere(piE-�print) erure r apr tprpen"ItAddress0 Seaview Avenue, Osterville, MA 02655 Street Cray Stare LYp 7Comp"any Advanced Environmental Co, or Individual Advanced Environmental onnr rrrr Address F 0. Box 472, S. Dennis, MA Address Print P/M1 Signature(if applyi g;tr- ) Signature(if applying: r- rmit) 9 '/1 Z IF 1 2rz%E: Other = IFCI Certi ed _ �?# Other 7Tankocation470 Seaview Avenue, Osterville, MA 02655 steer Addressank Capacity(gallcr-s. 500 Substance Last Storer #2 Fuel Oil Tank Dimensions(dirt=-r x length) tti Remarks: C�11 . . a 1111 . .1 IT. co " ,'7 Firm transporting waste Advanced Env.ironmettal _State Lic. #_ '-`�503385fs100 � ,) Hazardous waste mGt^ E.P.A. # Approved tank disposal yard J.G. Grant Tank yard# 03501 Type of inert gas Tank yard address Readville, MA Centerville 01920 City or Town FDIO# Permit# Date of issue April 27, 1999 Date of expiration May 9, 1999 Dig safe approval nurr&—. 19994604411 Dig Safeltl Numb • 800 2-4844 Signature/Title of OfScl:ranting permit After removal(s)send F--r-n 7-?-2908 signed by Local Fire Dept.to UST Regulatory Comptiarx~Jn' , One Ashburton Place, Room 1310,Boston. ?IAA. M"18-1618. TOTAL P.02 ,t Town of Barnstable BARNSfABLE. 'cb 6 � Department of Health, Safety, and Environmental Services Public Health Division P.O. Box 534, Hyannis MA 02601 Office: 508-790-6265 Thomas A.McKean,RS,CHO FAX: 508-790-6304 Director of Public Health August 31, 1998 Mr. Gordon& Janice Leblanc P.O. Box 467 Osterville, MA 02655, NOTICE TO ABATE VIOLATIONS OF THE TOWN OF BARNSTABLE REGULATION REGARDING FUEL AND CHEMICAL STORAGE SYSTEMS Our records indicate that you have an old underground fuel oil tank located at 470 Sea View Ave., Osterville, MA . This tank is listed on Parcel 138 on Assessor's Map 001 and registered as tank tag# 737. This tank is 20 years old or older. You must have Your underground tank removed within 30 days from the receipt of this order letter. For the removal of the tank you must first obtain a removal permit from the Fire Department. I have enclosed tank removal information for you. Upon removal of your tank, please return valve tag# 737 to the Health Department. You may request a hearing before the Board of Health if written petition requesting same is received within seven (7) days of receipt of this notice. Sincerely yours, T o McKean Director of Public Health Enclosure: Tank Removal Information of 8 �� BARNSTABLE COUNTY J DEPARTMENT OF HEALTH AND THE ENVIRONMENT 0 :, - SUPERIOR COURT HOUSE POST OFFICE BOX 427 BARNSTABLE, MASSACHUSETTS 026.30 79Ss _S4,`S Phone:(508)362-2511 Ext.330 ACHU Public Health Administration 333 Environmental Health 383 Water Quality Analysis 337 FAX(508)362-4136 UNDERGROUND TANK TEST RESULTS Toy(508)362-5e85 NAME: GORDON LEBLANC TEST DATE: 11/10/97 TANK LOCATION: 470 SEAVIEW AVENUE, OSTERVILLE MAP/PARCEL: 138 001 TAG#: 737. YEAR INSTALLED: 1968 CAPACITY 500 " The recent check of the vapor monitoringg weii s near your underground storage tank (UST) did not detect any significant contamination. Because the use of soil vapor monitoring for UST leak detection is a recent and limited technology we cannot,however,guarantee that your tank has not.leaked. You should also realize that a "good" result from our test is no indication of how long the tank will remain sound. Due to fiscal constraints, the Barnstable County Health and Environmental Department has instituted a nominal test fee of$30 for one well and$10 for each additional well at a site. Accordingly,would you please send a check for $_L,made payable to BARNSTABLE COUNTY to: , Barnstable County Health&Environmental Department - Superior Court House, Route 6A Barnstable,MA 02630 ` Attn. Charlotte Stiefel The following items, if checked, also apply to your UST:. _X_We encourage the removal of older tanks before the expected leak(s)develop. We encourage removal of tanks under 300 gallons as they were not designed to be underground. _Your UST doesn't appear to be registered and tagged as required by your Board of Health. _It would be advisable to mark your monitoring well to prevent accidental usage. The soil conditions surrounding your tank are nut ideal and may accelerate tank leakage. A copy of this letter has been sent to your Board of Health and the records reflect the results of this tank test. If you have any questions please contact Charlotte Stiefel at(508)-362-2511 extension 334. cc: Board of Health: BARNSTA 3LE i Whereas,the escape of fuel from an underground storage tank may result in civil and/or criminal liability of the owner,lessee,licensee, licensor,and/or other persons in control of the premises; - Whereas,the use of vapor monitoring procedures is only one of several procedures that may be used to detect leaking or escaping fuel; Whereas,the reliability and experience of the testing procedure is limited;and Whereas,from location to location and soil to soil test results may vary due to a number of factors;'. . The County of Barnstable and the Barnstable County Department of Health&the Environment represent that while the test results give a fairly accurate reading of the vapor content in the well sites at the place and time of the testing,the soil conditions and condition of the tank and connections may be such that leaks could occur at the time of testing or shortly thereafter without detection. Similarly,the equipment is sufficiently sensitive as to detect fumes when,in fact, no actual tank or piping leaks have occurred at all. ,Therefore,no party shall rely exclusively on the results of the vapor monitoring test. Neither the County of Barnstable nor the Barnstable County Department of Health& the Environment shall be liable to-any person either for the failure of the test to detect a leak when such a leak has,in fact,occurred or foi the detection of readings which may indicate that vapors are present in the soil when,in fact,no leak has occurred. Neither the County nor any department thereof shall be liable for any faulty or overly sensitive readings resulting from the taking of such test. Y Town ®f Barnstable mmirABLE. 639 ♦0'�' Department of Health, Safety, and Environmental Services ��S ATF1) Public Health Division P.O. Box 534, Hyannis MA 02601 Office: 508-790-6265 .��1c RS,CHO FAX: 508-790-6304 )�ector4Publi HCHe� August 31, 1998 Mr. Gordon& Janice Leblanc P.O. Box 467 w � Osterville, MA 02655 ;+f NOTICE TO ABATE VIOLATIONS OF THE TOWN OF BARNSTABLE REGULATION REGARDING FUEL AND CHEMICAL STOIZAG C SYSTEMS Our records indicate that you have an old underground fuel oil tank lucat(-(l at 470 Sea View Ave., Osterville, MA . This tank is listed on Parcel 138 on Assessor's Map ()l>l and registered as tank tag 9 737. This tank is 0 years old or older. You must have yourYou roust have underground t:�nlct:�nlc removed within 30 days from the from the receipt of this order letterof this order letter. For the removal of the tank you must first obtain a removal permit from 1.11c Fire Department. I have enclosed tank removal information for you. Upon removal of your 01k, Please return valve tag 9 737 to the Health Department. You may request a hearing before the Board of Health if written 11!1jlll(?° requesting same is received within seven (7) days of receipt of this notice. Sincerely yours, \Tfio-"a McKean Director of Public Health Enclosure- Tank Removal Information SHORELINE TANK SERVICE,INC. ::. 87 POND STREET OSTERVILLE,MA 02655 ` INSTALLER DATE INSTALLED 1ru6 7. 4 TANK OWNER NAME r r l MAILING ADDRESS CONTACT: l_�'RJenl PHONE: 8 31% TANK LOCATED AT: f'X9 2A2JS' �✓ At l -r TOWN: TANK SIZE: 'J 6o GAL. AGE I '/ V�,'�, YEAR INSTALLED: SHADE DEPTH OF: ADDITIONAL INFORMATION TANK WELL SCREEN WATER WELL ON PROPERTY ' I / SOIL TYPE IN USE? Y/O (circle) REAL ESTATE TRANSACTION 2 ' GROUNDWATER ENCOUNTERED 0�.i 71'1 4 LEAK SUSPECTED (explain) 1,. ' 51 7� :nee I 6 ' , - n•� OTHER /� % �� !s— o�,2- 71 V 81 9 ' .;:.: 10 ' LOCATION OF TANK — SPECIFY DISTANCE 11 ' SHOW FILLPIPE & MONITORING WELL LOCATIONS 12 1 ,r. 13 A, icy m O&L L 7-ro M' F I L L C, z5. ro �►� LL y XE TILL L3. Tc �rl_l_ 3 ' 6 " sj4E 11 n , 7 1.ur _rPC_0r a� s64iaC'a t'v `,east a�-tour' grass&'s' r 'Juno,, facet ��� .:c i emc 41 ;:t u t tic�rti . a- tt ' been �� rt �nr �: �u w� � ��t � � # #� �. .� x:� � �.# �r uir y �s't W l,�. PeGareing Fuet afd �s+��►i,t Ch#MiCa,t—s ragxr SYstaai;»• � You, directed t remove i rx t. csixty t r+is a-l+ from the date of this, klotic «, t,ter• your t rim is rvmov'Odo Le:"w vurnish this off i oe eai nc in thg forte of a =)ermft� from. YoiAr t"- al fir+ d-epar tme" t- 4ithin rainytty ( 5 4rxs of repofP, 61, thi's not ft;o.. You ogy rec'uest. 's hearirr providto A wr itton r'etitl�ow e~#Quest rr Sam its ? r e4e fiat " t� t"he Saard of Heatth ,,,itlhin $mean (7) a ys aft6o- t "is ardop is served. 0ar4 of gf.o1•t�r it ;' S tj*i�t4J L: 14A v 2655 � 7 � r .V � 1 THE FOLLOWING IS/ARE THE BEST � IMAGES FROM POOR QUALITY ORIGINALS) I A , m / �C(�'J IL DATA yannis MA 02601 d jc�CL Z� Office: 508-790-6265 Thomas A McKean, FAX: 508-790-6304 RS,CHO Director of Public Health V J August 31, 1998 , Mr. Gordon& Janice Leblanc P.O. Box 467 Osterville, MA 02655 NOTICE TO ABATE VIOLATIONS OF THE TOWN OF BARNSTABLE REGULATION REGARDING FUEL AND CHEMICAL STORAGE SYSTEMS Our records indicate that you have an old underground fuel oil tank. located at 470 Sea View Ave., Osterville, MA . This tank is listed on Parcel 138 on Assessor's Map 001 and registered as tank tag# 737. This tank is 20 years old or older. You must have Your underground tank removed within 30 days from the receipt of this order letter. For the removal of the tank you must first obtain a removal permit from the Fire Department. I have enclosed tank removal information for you. Upon removal of your tank, please return valve tag# 737 to the Health Department. You may request a hearing before the Board of Healt written petition requesting a is received within seven (7) days of receipt of this notice Sincerely yours, s Yes", -Z 19 c T Director of Public Health Enclosure: Tank Removal Informati re av v f IA &J JGlo i4 ems. �w Y i3oatid "C,,kt_ CC ' y /y v i-1947 _ TOWN OF BARNSTABLE — UNDERGROUND FUEL AND CHEMICAL STORAGE REGISTRATJION MAP NO. PARCEL NO. 00 1 ADDRESS OF TANK: V I Y U1U-'l.. VILLAGE: (2LZ ilnlK .� Numb.�r - Otr��t MAILING ADDRESS ( IF DIFFERENT FROM ABOVE) : !P OWNER NAME: rXl.fi��P+ry, w PHONE: Aj INSTALLATION DATE: 1 q�1 _ BY:01 � � iINSTALLER ADDRESS: A*0�, Q 'CERT.iJ0. 3 ,TANK LOCATION: ' ' A v.,,.. • �} 4 j (DG/Ofi 2=m 7^Nw LOOAT I ON W 2 TH mm=mK=T TO nu Z LD I NO) CAPAC I TY_ TYPE OF"TANK l� AGE YRS. FUEL/CHEMICAL TEST,I3NG CERTIFICATION C ] PASS [ ] FAIL DATE . LEAK%DETECTION C ] CHECK IF N/A TYPE/BRAND ZONE OF CONTRIBUTION [ , J --YES 4 [�j NO DATE TO BE REMOVED FIRE DEPT. PERMIT 'ISSUED [ ] YES [ J. NO DATE CONSERVATION [ ] CHECK IF N/A DATE BOARD OF HEALTH TAG NO. [ �/ ] DATE ' �Ic PLEASE PROVIDE . A SKETCH SHOWING THE JT''ANK LOCATION ON THE BACK OF THIS CARD '.-,-.,.,iiy,, •--,.'^;,-�.`1,.,-_.,,'i«.7F,r,.:..-.7r^trr.`.-._.,r•.�no - � ,.-'te�y,,..,,.�.�-.^'°�^.'.�„-py-.r''r,,,��-�.9+"ieaTGAnsv rv,-,. -. ...... -�.E�, _.'si,-.-�ii'A�+-1,...�..y't"-.7,.f TOWN ;OF BARNSTABLE — UNDERGROUND FUEL AND CHEMICAL STORAGE REGISTRATION MAP NO. ! PARCEL NO. ADDRESS OF TANK: _ r' � �' � VILLAGE: (�Mfl5)n X9-.., Nl.amb40r •tr�mt 11 MAILING ADDRESS ( IF DIFFERENT FROM ABOVE) : • �� I �3 OWNER NAME: €yw PHONE' : r `' INSTALLATION DATE: O C. t BY: INSTALLER ADDRESS: 'CERT.1-40. ! ,-fTANK LOCATION: � ..,,` Q, ico,macrt=am T�EANK LOCAT I ON W 2 TH mmamorCT TO DU Z LD 2 NO) CAPA, Cl, TY TYPE 0 T 1 AGE YRS. FUEL/CHEMICAL TESTING CERTIFICATION [ ] PASS C J FAIL DATE ��...✓,-'' .._....._....._.... ._...._...__�._�=- ,��f ��'L�a'�`�+ ' LEAK DETECTION C ] CHECK IF NE/A, TYPE/BRAND GG J r' „t •� s �,"� � a ipr ZONE` OF CONTRIBUTION [ J YES [x] - NO DATE TO .BE REMOVED FIRE DEPT. PERMITIISSUED [ ] YES [ J NO DATE 1 ' CONSERVATION [ ] CHECK IF N/A DATE BOARD OF HEALTH TAG NO. C f �� 2 I ] DATE „#M * PLEASE PROV.,IDE A 'SKETCH .SHOWING THE TANK LOCATION ON THE BACK OF THIS CARD 1 (ran► r WAy Y -r..•i•.,3"i1....-..J„�F.s.r•'j"ti• '^.r.�'^*a" �4,.p C, .tw l'•..,rl,.t ry`,r�r�r��.1 ��,y...,ee- . �r'�.�',YfT •�;l4 k�. RI'q,4 Myv t.T N'..--,,. •-.,, .!y^a:si. J �.y�MR.iI'M\r�1r..:a.-.,. _l.F� .ti.. . TOWN OF BARNSTABLE - UNDERGROUND FUEL AND CHEMICAL STORAGE REGISTRATION OWNER AND INSTALLER INFORMATION •h— 4 ` ADDRESS: MAP NO. FPARCEL NO. QQ / OWNER N MO., ��:n..x'?SL.1^r�! � d ✓�*1 tlt•E° .._ p N I LLAGE:, h , / BY INSTALLA LON ATE: IC,S.;,. 1 BY ADDRESSr. 3' r '1 CERT. NO. 1 ry r ✓ TANK-- NFORMAT ION ` LOCATION F TANK; no CAPACITY TYPE er AGE FUEL/? I CAL`, TESTING CERTIFICATION C ] PASS -C ] FAIL DATE LEAK DETECTION C ' ]. ,CHECK IF N/A ' TYPE/BRAND ZONE OF CONTRIBUTION C ] YES . Lam] NO DATE TO BE REMOVEDY� FIRE DEPT. PERMIT ISSUED C ] YES G ] NO DATE CUNSERVAiION T ] CHECK IF N/A , DATErA t r BOARD OF HEALTH ,'. TAG NO. C ]C ]C ]C ] DATE 1 P� hI I1 L.* PLEASE PROVIDE A SKETCH SHOWING THE TANK LOCATION ON THE BACK OF THIS CARD C7 or, e� f { 1< I NOTES: (APPLY TO ALL SHEETS) LEGEND I.DATUM IS NGVD29 DATUM la� UTILITY POLE 2.MUNICIPAL WATER 15 AVAILABLE(SERVICE TO BE REDONE) OWNER OF RECORD 3.MINIMUM BUILDING SET PIPE GUY WIRE PIPE PITCH TO BE 1/8-PER I ,I p0 FOOT. AFTER TANKS 0.5E ALLOWED. S SEPTIC MAN HOLE COVER PETER W eP O ROAD 57 DAMIEN R ROAD % t 4.DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO WELLESLEY, MA 02481 a M=10 ON SEPTIC. DRAINAGE TO BE M=20 3� 5.PIPE JOINTS TO BE MADE WATERTIGHT. WATER SHUT OFF VALVE 6.CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH y�y HYDRANT REFERENCES MASS.ENVIRONMENTAL CODE TITLE V. LAND COURT CERT#193707 1 J 7.THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO v TRAFFIC/STREET SIGN LAND COURT DOC. //1,161,031 & ILLS✓✓/ A v BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. LAND COURT PLAN k17413-A W o v SINGLE POST SIGN DEED BOOK 25284 PAGE 105 6.PIPE FOR SEPTIC SYSTEM To SCN.ao-e'PVC. CUS PLAN BOOK 304 PAGE 4 LO 9.COMPONENTS NOT TO BE BACKFILLED OR CONCEALED DOUBLE POST SIGN WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH AND OWNERS ENGINEER. o---o-O FENCE 5EP`AEW PVE / SOUND RESPONSIBLE10.CONTRACTOR SHALL BE D GSAFE(1-88B-344-7233)AND VERIMNO THE LOCATION 6 �FINGKE7 OF ALL UNDERGROUND&OVERHEAD UTIUTIES PRIOR TO U MAILBOX �� P COMMENCEMENT OF WORK,AND COORDINATING UTIUTY cONNEcnDNS WITH APPROPRIATE VENDORS. - - - OVERHEAD ELECTRIC LINE LOCO$ MAP SCALE 1" = 2083' 11.EXISTING LEACHING FACILITY SHALL BE PUMPED AND -W- UNDER GROUND WATER LINE µ REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. 12.ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE -E- UNDER GROUND ELECTRIC LINE N LOCUS MAP REMOVED 5'BENEATH AND AROUND THE PROPOSED Z o LEACHING FACILITY. -G- UNDER GROUND GAS LINE .0 O? N SCALE 1"=2000't 13.WORK WITHIN CONSERVATION JURISDICTION IS SUBJECT -RD- ROOF DRAIN LINE yYr y TO AN ORDER OF CONDITIONS ISSUED BY THE BARNSTABLE o N ASSESSORS MAP 138 PARCEL 1 CONSERVATION COMMISSION,COPY OF ORDER TO BE -D- DRAIN LINE LOCUS IS WITHIN FEMA FLOOD ZONES A11 MAINTAINED ON SITE AT ALL TIMES,AND ALL REQUIRED N rn (EL-11) B&C AS SHOWN ON 14.THE Ps To BE COMPLIED WITH. '_ �":•.' ' PROP. PAVEMENT No COMMUNITY PANEL#250001 0016D DATED 14.THE PURPOSE ER THIS PLAN MI TO INDICATE APPROVED 7 2 199 ADRK WITHIN CONSERVATION COMMISSION JURISDICTION,AND 8 GAS METER FIy ; // 2 COMMISSION DETAIL FOR AREAS OUTSIDE CONSERVATION 6A' u' $ NO PROPOSED BUILDINGS ARE MAPPED IN �Q `' A FLOOD HAZARD ZONE. COMMISSION JURISDICTION, PROPOSED FENCE CATCH BASIN C4�. - r, n 15.SITE CONTRACTOR TO REVIEW AND ADHERE SE TREE PROTECTION PLAN BY LOMBARI ASSOCIATES. SEE \ N J LANDSCAPE PLANS BY LOMBARDI ASSOCIATES. LEACH PIT ✓' ® Nam• � I - 16.PERIMETER FENCE IS LEGAL POOL ENCLOSURE.FENCING 0 Na IN , m ZONING SUMMARY 4'1,4'.HEIGHT,NON-CUMBABLE,SELF CLOSING SELF --24-- EXISTING CONTOUR LATCHING GATES,AUDIBLE ALARMS ON ALL DOORS,ALL TO ZONING DISTRICT:RF-1 RESIDENTIAL DISTRICT ,n STATE CODE SPECIFICATIONS. -24- PROPOSED CONTOUR - � z-�, I,_.E REQUIRED: PROPOSED: 17,THERE ARE NO POTABLE WELLS EXISTING WITHIN 150'OF y,1\0 PROPOSED GRADE %TPA''•' '"' -$''� MIN.LOT SIZE 87,120 S.F. 384.600 S.F. PROPOSED SEPTIC COMPONENTS. ,/; a. MIN.LOT FRONTAGE 20' 529' ARAGE MIN. LOT WIDTH 125 400'+ RAZE EXISTING BUILDING r 2J 0\ 0.S SLAB-2g/ '� N MIN.FRONT SETBACK 30' 466.2' MIN. SIDE SETBACK 15' 50.5' PROPOSED o w MIN. REAR SETBACK 15' 50.5' SEP71C TANK 0y ,Y .25:8 I Oo �, . `� MAX. BUILDING HEIGHT 30'TO PLATE <30'TO TOP PLATE - PROPOSEDT DRIVEWAY \ '2a1oz-;;- 6 '" SITE IS LOCATED WITHIN THE RESOURCE PROPOSED DRAINAGE(SEE DETAILS) > N PROTECTION OVERLAY DISTRICT EXISTING SEPTICS •\ - i`H(VSEED I ° N `' SITE IS LOCATED WITHIN THE AQUIFER PROPOSED SEPTIC (REMOVE PER TITLE 5) p� J3T$ _ Q LEACHING FIELD s -qg' / /,� $ W PROTECTION DISTRICT -�� REFERENCE C.R., TERMS FOR SITE REDEVELOPMENT RECORDED IN REGISTRY PROPOSED OF DEEDS, DOC#821.012 (2001) POOL HOUSE NOTE: 2 EXISTING DWELLING UNITS TO BE _ o REPLACED WITH 1 SINGLE FAMILY HOME PROPOSED POOL `sue WITH ACCESSORY BARN AND POOLHOUSE. PROPOSED FENCE PERMITTED BUILDING `r9 -. ENVELOPE AREA �. / GAS METER 4'CLEAR _ A \ PER RESTRICTION O G RAZE EXISTING BUILDING \ `\' \ - E ' \ _ �p \ L l 1.75 ACRES / O lal./ PROPOSED .,.1 o t \ - i 49�"�i '_7 7'h 'J J.. cap B ELECTRIC , / e a°° 1 - Te is 'O J (n i .LORE GENERATOR I -1 22.0% ELECTRIC METERS w- T ( / ,a O '`\�� rt w 7 WORK LIMIT DNE AND AUTO SWITCH ( 4 \ W a1T g �J W/SILT FENCE _ ,T PELECTRICBUILDINGS 'S� TRANSFORMER ``��� /RKTIJ 22 p� /. ROPOSE�_PATID 22 '(el\ l I --- Ie 3'CLEARANCE ALL / - AROUND PROVIDED PROPOSED FENCE F �j -BQ11L N ENYyE,% _ PROPOSED RETAINING WALL 'A i BPN \ - - TO B�PO,ij4' _.StPEj'•_ .O /N / �57. - __ _-- REMOVED - B� n,moo?m ,� 31�A1.g ,..,.t / ✓1 a -3 g3 (TYa)- PR ' GAOPOSEDTE �'� AgRDRAINLL= � i�i- PCE ROfENED +3.60 EXISTING MEADOW HABITAT TO REMAIN RE O I \\ THIS. A SEE C.R.AGREEMENT /TREES TO BE TRIMMED 3k \ /� TO 13'f WIDE FIRE \ // ACCESS THROUGH \1 / DRIVEWAY / \ NEW U.C.UTIJUry ES EXISTING OVERHEAD VARIES )0 / I / b / /' \ / &POLES TO BE REMOVED AFTER NEW U.G.POWER IS / µVI r0 TO'2 WIDE DRIVE \ CONSTRUCTED. /j/� I TO BE RE-PAVED I IN KIND.W/3'BIT.MIX � OVER 12-RECLAIM GRAVE 1 I /WORK LIMIT UNE PyLiBO%W/SILT FENCE / I� TOTAL LOT AREA: l l /' / /// i - ` CS 76. 70 C- ��NUMBERED WETLAND BY PEGGY FANTOZZI,199 FLAG IF 8.83 y�iRES CSN 83'12' °'VIP ' I I / 9, O 03"y/ / I / / RESTAKED AND vT,nED BY DCE,INC.{/2011 IN CRITICAL JP �%/// UNREG/SrER�D PARCEL t 1I/I 1 l.\ AREAS.tYP. w1� (PLAN BK 304 PC, 4) /✓ 1. 31` to (DEED BK./4028 P 60) rl iNATURAL COUNTRY STYLE SHOULDER DRAINAGE TO REMAIN(NO BERMS ALLOWED) r MATCH EXISTING GRADES mk 136.53 TO C S MP, LINE\I I I �1. \S SLIGHT REGRADING HIGH SIDF� '31'S3"E I x SHOULDER AS REQUIRED BY 4 l slt ( \( \ AY RECONSTRUCTION AND UTILITY INSTALLATION I \ m 10 OVERHE EMOVED &P_PL.ES' r; \ n0p0 Toa e�� �__-- TO"BE REMOVED� REPLACE POSTS&CHAIN- I 2 NJ 0_ W7_NEW-MOTORIZED GATE \ b,o PROPOSED-EDGE-OF-C P - PAVEMENT EAT DGE-OLANCE, N \ \ A6 \N/ I\ \ O-\\\ GATE POS�,4x ATE POST Pw426 EA EXISTI C .♦ PA T TO BE EEMOVED 1'..4 % la\ VY 1Y tj a5.50 W A T , L o ) . y/W NEWS EA o0 W WATER SERVICE / I COORDINATE WITH 1931 SITE PLAN 1 i; Ao WATER DEPT. UBLIG , 40 P OF LAND IN w- / BARNSTABLE (OSTERVILLE) MA #470 SEAVIEW AVENUE BUILDER: Sam Soderholm PREPARED FOR Soderholm Custom Builders,Inc. PETER A. WALTER AITN:Sam Soderholm 28 Leach Ln. Natick,MA 01760 DATE: JUNE 2, 2011 (p)508-650-9880 REVISED: AUGUST 11, 2011 (HOUSE CONSTRUCTION DETAILS) (f)508-650-9881 www.soderholmbuilders.com Scale:1"=40' LANDSCAPE ARCHITECT: 0 20 40 60 80 100 FEET I o I..50B-ff 508-362-9880 362-4541 GREGORY LOMBARDI DESIGN aow�cave.<am INCORPORATED CIVIL ENGINEERING: LmlbtaCtArrhiterhre down cape engineering,Inc. down rape engineering,ift. 2235 Massachusetts Avenue 939 Route 6a Civil engineers Cambridge,MA 02140 Yarmouthport,MA 02675 land surveyors t:1-508-362-4541 939 Moin Street (Rte 6A) t:617.492.2908 DATE DANIEL A.OJALA,P.L.S., P.E. YARMOUrHPORT MA 02675 f:617.492.2904 f:1-508-362-9880 DCE qn-on www.LombardiDesign.com www•downcape.com SHEET 1 OF 3 11-011 SODERHOLM.DWG BUILDER: Sam Soderholm Soderholm Custom Builders,Inc. LEGEND OWNER OF RECORD ATTN:Sam Soderholm a 1Q-3 UTILITY POLE PETER A. WALTER 28 Leach Ln. GUY WIRE WELLESLEY, MA A 02481 Natick,MA 01760 (p)508-650-9880 �'• (fl 508-650-9881 �$ SEPTIC MAN HOLE COVER REFERENCES www.soderholmbuilders.com PROPOSED FENCE ° WATER SHUT OFF VALVE LAND COURT CERT#193707 LAND COURT DOC. //1,161,031 LAND COURT PLAN #17413-A 20"OA HYDRANT DEED BOOK 25284 PAGE 105 LANDSCAPE ARCHITECT: 1 PLAN BOOK 304 PAGE 4 GREGORY LOMBARDI DESIGN N TRAFFIC/STREET SIGN INCORPORATED �' cceEpM \ N SEE NOTES OTHER PAGES- LanderapeA.abaeam 1N I`p0 n o a SINGLE POST SIGN s 2235 Massachusetts Avenue cea /. +- �` $ N 1J, o� DOUBLE POST SIGN Rlu 3D fi o J p APPLY TO ALL SHEETS Cambridge,MA02140 Nv.199 3b1u,, L NOTES: t:617.492.2808 RIM�EL3.23.5 ?, Ru i /----- 13- 0- - o FENCE INv.EL Ins ;' / '. I 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS f:617.492.2904 N[� •/ A 9 APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE,THE EXCAVATING www.LombardiDesiRn.wm t �,j r? iE,`gl;w;l, // MAILBOX CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE // �I1hN(' W.Y // 'w'238X' — — OVERHEAD ELECTRIC LINE (1-888-344-7233)AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. CIVIL ENGINEERING: —W— UNDER GROUND WATER LINE 2.ALL CONSTRUCTION MATERIALS. COMPONENTS.AND METHODS EMPLOYED ON THIS down cape engineering,inc. Ip, ]OS —E— UNDER GROUND ELECTRIC LINE PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGULATIONS 939 Route 6a I� MIq 4¢ 8 N AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD —G— UNDER GROUND GAS LINE SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. YannouMport,MA 02675 8'W PINE /t:1-508-362-4541 1, N I W\ SL GARAGE AB=24.0 —RD— ROOF DRAIN LINE 3. NOTIFY ENGINEERING DEPT. FOR INSPECTIONS OF ANY PUBLIC ROAD WORK. ROAD OPENING PERMITS MAY BE REQUIRED. CONTRACTOR RESPONSIBLE FOR ALL PERMITS. f:1-508-362-9880 "I", \ I) I I,I �� ) —D— DRAIN LINE www.downcape.com Rcay2S0 7 u ROPpSG J\yt \ o ?P N 4. ALL WATER WORKS MATERIALS AND WORKMANSHIP TO CONFORM TO C.O.M.M.F.D.W.D. p 'i` O N W PROP. PAVEMENT SPECIFICATIONS AND REGULATIONS. COORDINATE ALL WORK WITH THE DEPARTMENT. wv.190 P4, - -y,,„...I /� p}_. CF '.. J PLAN IS SUBJECT TO REVIEW AND AMENDMENT BY THE WATER DEPARTMENT AS REQUIRED. PROPOSED \ I it��s 14^p� '1�� "'"Nu' o OO r+ N GAS METER SEPTIC TANK 1 Q '* 5. SEE LANDSCAPE PLANS FOR CONSTRUCTION DETAILS OF LANDSCAPE ITEMS. DUAL COMPARTMENT /a4 a" ^ / F `®J CATCH BASIN AK �vann qi+ LEACH PIT PROPOWAY SED DRIVE \ IJI m �i �J /� LPa NOTE: MANY ITEMS TO BE DEMOLISHED ARE NOT SHOWN P° \\ 24.OX \/ //PORON RIM EL23.3 &G) - 24-- EXISTING CONTOUR ON THIS SHEET FOR CLARITY- SEE SHEET 1 FOR ° :,1, _ £ INv.EL 165 —24— PROPOSED CONTOUR BUILDINGS. DRIVEWAY, TREES, UTILITY POLES, SEPTICS, \ `A`'"� fp \ u• ETC. TO BE REMOVED/DEMOLISHED. PROPOSED i� PROPOSED SEPTIC 0 tP2 _ _ V.21.0 HOUSE < 0 X21.8 PROPOSED GRADE LEACHING FIELD 4 68'X 30' 2,040 SF S., pL Y \ ��INV.i 9.3^ N ,n 2q� \ 6bIA5G110 PVC / \ RD ®,/ J W£ + \`n I t PIPE R -t--r/ RD i)-'S"�.E�'/O � aIETNNV. RI AT 0 - 5 / lY �' \ QO�OH / 11 o �O. 221-0 N ?,o OL er,�"•,o. 100%SEPTIC RESERVE �j y� 21 2X /°+`• ° I � \ \/ \ o 2,040 SF AREA �j/� Po" H,_ � (NO STRUCTURES ALLOWED) I// i) ° \ \m O o.-° _ Yy w nso // 'L a: .;t 1^0 o ties PROPOSED TREE(TYP.) ^ ,�/' 1 \ /i \ .� o - RD-. -(® INv.19. SEE.LANDSCAPE PLAN PROPOSED POOL FENCE /\ / iy, �j / Z -r _- Z}. ) \N N `VPR ESERVE AND PROTECT LARGE OAKS \I o EL 22.9(FhG) pp I \\N I GAS METER 4' CLEAR /I \ fi x. / PERMITTED BUILDING s {- / I� \\]L ENVELOPE AREA ?p i� a/ i �E• ! 2a K / \ \��GE / PER RESTRICTION m7 i7 1.75 ACRES >� >. ?ram \1' PROPOSED .4�> />!IF / 11 - - _\\\ 23 �/ CH111C SETg ACK O+ &TE PLAN ELECTRIC 'T"f11 / GENERATOR /� a 1 "�I 23 )/ - �� �E�T(C LEA _ COA TAL gANK 22.OX L�''2� \'\�\ OF LAND IN ELECTRIC METERS % `) ; !.'' o TZ / - SST ATE _ \J/ \ WORK LIMIT LINE TINE-_ ;{ q, - / \ p OFF / W SILT FENCE AND AUTO SWITCH - / '6• {K 1' - / 11 eo' - LAWN AREA , %� .� 20--------- ---__ BARNSTABLE (OSTERVILLE) MA BENCHMARK: f- /' V i MD xa+El� SPIKE SET (' - a H� MAP1 ,vvlwol VENT 20J /- ,�� _ ZONicI�°t A7 PROPOSED i aE-wPl Ogs'r!12 /. PROPOSED PA110.�\ 72-_- �" / / \ - n EaISG `"1'! O SEAVIEW AVENUE TRANSFORMER w PI e U REING, "R '^,1Av - - "'\ , \� ADD 20N BENCHMARK: l Ww w ELECTRIC / a v a nm I / JL � ml�v / w \ -- _� —n. / NAIL SET IN - w � „,~p;. nro � __- _� ?i .! � � /� ---- / 'v PAVEMENT .� .�yam ,.- Ni,,P2 o/ \ _- B•L i/ --_--- PREPARED FOR 3' CLEARANCE ALL / anm �s 1�vl ELEV. 19.78' °a� E _ 'o O - �� _7 - AROUNDPROVIDED �p1 I _.,. , 'NE _—_—_ — — ,,- / PETER A. WALTER / a I OAr G r+ h.,.°c M % , tid/�14-W PINE/ > --_ W -_— — 2O _ - -/,\ PROPOSED FENCE 'OAK ce N , T. - �.. +�^W PINE 18"19 PwC BENCHMARK: �'""� 1 �3 /�� ... _ _--)� _ �.=-x--; PROPOSED RETAINING WALL .,; CENTER TOP _g_ / �j(v. 19 a5J__y'1 // ie'w awe- By _ -'_�_� _ - - -._. _ �� _- DATE: JUNE 2, 2011 LC BOUND ELEV. OAK REVISED: AUGUST 11, 2011 HOUSE CONSTRUCTION DETAILS l i b E / i-J � J`s ( ) / 12•W,auE 2^*y L,3a / AK / l% \ W ruYr].OPE x. -W PINE i� Iit;`'(430AK K/9--1 / Y AK .7 19iB AK /�.i PINE— OAK — I idWe 8"£PINPy� 10 PPINE / u.CID y.�+ �'�y / — ----- — _---- — --�Y— --�'— P� � i d 6 RW __�1� l--" __ _-- Stale:1"=20' \ 'I qy w NE ��oo� '�"�SuGIn WPIN / / n9 ---- -_13 _ C d ®. P P E a�tl JOB Fio�l 12 PPP --G•S� �p1R P E / �:77----����/ i�� - --_- �d �/ _--_ 0 10 20 30 40 50 FEET g9' tcl ° ! / r -- - FEOOD �)__ -- <i25 Pwg_�f- / �� PROPOSED _--- _�� A11 - --- - / // •o i /_ -PROPOSED"�� - 1 ZONE�_)U-' _ -_ - sae-3ez-asat )GGATE � - -i1REA-0RAIN/ _-- J {9p1a.5N sDRYWELL _ -�%� _ P- / 3c- 0C4 -- eo.o�oP� ompL EL15.5(Fk) -- - � ' 2�� n�.11 ne nW.ELs— J down cape e ge ng, 'ne. PROPOSED --- 6/ /' ' �� / /,.j4,- ��/ �__ �� i O _ - _-- _7--'-/ /---_ r -� Civil L _ ,� III ineers FENCE // �- -13-- 'S ��� -`i--__�_ � °__� -_-' �' -1L. .73 � 1"1 Surveyors _ 111t1 land /Y / �/ _ '����� �� �• % ' lJ ?, i(]� ---_ --- -6 �� 377 3.07 939 M-in Street (Rte 6A) /':�/ h0 12 '(0�,�, / /---_--__ --- // DATE DANIEL A. OJALA, YARMOU7NPORr MA 02675 5 t /,' ,-11 %, - - ---- a- i P?L5. SHEET 2 of s DCE qn-Dn SEE SHEET 1 - 11-011 SODERHOLM.DWG SAW UT EDGES TO OBTAIN CLEAN FULL THICKNESS C SYSTEM DESIGN: BUTT JOINT ON EXISTING BASE AND REMOVE O D ELEV. ELEV. ELEV, ELEV, ELEV. PAVEMENT TO PROVIDE A STRAIGHT EDGE. 1 _ 2 3 4 Ems' I R 1 Ems' (r I it� Ems' NO VARIANCES REQUIRED FROM STATE OR LOCAL REGULATIONS. 0" � 22'1 - � 2 24' Q 24.3' Q 24.7' Q 24.6' GARBAGE GRINDER IS ALLOWED STREETS.DRIVEWAYS uwrvs AND A A A A -f AND wAI.Ks CROSS COUNTRY FILL FILL FILL FILL LS LS LS LS NOTE: SINGLE FAMILY DWELLING WITH ACCESSORY STRUCTURES, NUMBER OF ROOMS BITUMINOUS PAVEMENT EXCEEDS 8, SO PER TITLE 5 TOTAL ROOMS DIVIDED BY TWO AND ROUNDED DOWN 3.0-BASE,1.0 TOP CUSS TMDPW TYPE 1-1 12" 20.9' 12" 21.1' 12" 20.3 12" 209• 10" tOYR 4/2 232' tOYR 4/2 1OYR 4/2 242' 10YR 4/2 19 ROOMS 2= 9.5, SO 9 BEDROOM DESIGN FLOW PROPOSED. ALLOW GRINDER 6" 23,8' 6" 6" 24.1' ( )E%ISTNG PAVEMEM I LOAM&SEED PER SPEC. A A A A B B B B DESIGN FLOW: 9 BEDROOMS 0 110 GPD = 990 GPD USE A 990 GPD DESIGN FLOW 12'COMPACTED GRAVEL LS LS LS L$ LS LS LS LS BASE COURSE cp o °o ��. IOYR 2/1 1OYR 2/1 1OYR 3 1 1OYR 2/1 REPROCESSED ASPHALT GRAVEL °°°�O^ ��' 14" 20'7' 14" 20.9' 14" / 20.1' 14" / 20.7' 30" l OYR S/6 27 5' 10YR 5/6 lOYR 5/6 10YR 5/6 SEPTIC TANK 1: 8 BEDROOMS X 110- 880 GPD, GRINDER SO DUAL COMP. RED. o`°� \� EXCAVATION-EARTH OR ROCK E E E E PERC C1 1ST COMPARTMENT: 2007.X 860= 1760, USE A 1800 CAL COMPARTMENT. NOTE: AIL ROCK EXGvanoN AND sronE6 2ND COMPARTMENT: 1007.X 880= 880, USE A 1000 GAL COMPARTMENT MAINTAIN MINIMUM 5' URGER THAN 6'SHALL BE FS MS FS F$ M/CS 34" 21.5' 32" 22 32" 21.9' 5T2 3/2=1 BEDROOMS 200%X 110= 220, USE 1500 GAL(MIN.)SEPTIC TANK FROST PROTECTION OVER DISPOSED OF AND REPLACED WITH tOYR 5/i 10YR 5/1 10YR 5 1 tOYR 5 1 1p2^ 2.SY 7/2 15.5' CROWN OF WATER PIPES �� APPROVED EXCAVATED MATERIEL 20.0' LEACHING: 990 GPD X 150%(GARBAGE GRINDER) /0.74 GPD/SF= 2,006 SF RED. \\ OR GRAVEL BORROW. 16" 20.6' 16' 20 8' 16" 16" / 20.6' USE A 30'X 68'LEACHING FIELD = 2040 SF >2006 SF O.K. COMPACTED \�PPROVED B B B B C2 C C C $ S S S S BACKFILL \ /CS M/CS / CS \` 60" 10YR5/6 16.9' 60" 10YR 5/6 17.1' 50" 10YR 5/6 IOYRS 6 2.5Y5/2 2.5Y 7/2 PERC 2.SY 7/2 2.5Y 7/2 X� C C C C PERC MS MS PERD MS MS C3 2.SY 6/6 2.5Y 6/6 2.5Y 6/6 2.5Y 6/6 M/CS °PIPE O.D, pOO°° \� 120 11.9 120 12.V 130" 10.5' 132" 10.9' 126" 2.5Y 7/2 13.5' 126" 13.8' 126 14.2 126" 14.1' MA 12'MIN. °O° °°O CAREFULLY COMPACTED APPROVED DATE BOARD OF HEALhI 6"MA•X 12"MIN. \' SELECTED MATEREL OR NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED 9'AIIN \; GRAVEL BORROW FILTER FABRIC (IF RED•D) � �$`°.�• -'°- TEST HOLE LOGS 1/2 D.D. TEST HOLE LOGS 2 REPLACE ANY ]°.°;;.� CAREFULLY COMPACTED BELOW GRADE EXCAVATION ''LLo'A'1 SELECTED MATERIAL NOTE:NO GARBAGE GRINDER PROPOSED IN BARN WATER LINE �)°�g�°°°=••°p•°"p•°°O °•`•°2' OF UNSUITABLE MATERIAL " .•P°��"'re ' 6"Merv. ENGINEER: A. H. OJALA, PE BARN MINIMUM.75'OF COVER OVER PRECAST WITH CAREFULLY COMPACTED "°°fly°°=°+/44•°;yaw"'\ SELECTED MAT MAIL � 26' ENGINEER: D. A. OJALA, PE OP FNDN. AT EL. 23.0' CAST IRON COVERS TO GRADE ON OUTLET TEE IN 12-Um.MAX. WITNESS: DON DESMARIS, R.S. INLET PRECAST ACCESS COVER TO WITHIN 6-OF FIN.GRADE 7/28/11 WITNESS: DAVE STANTON, R.S. UNDISTURBED FIRM MATERIAL UNDISTURBED DATE: 2'0 PRECAST H-20 ROCK SURFACE < 2 MIN/INCH DATE: 1/21/11 RISERS(TYP.) [22.5] PERC. RATE _ e'H1cH CASTING PERC. RATE _ < 2 MIN/INCH EARTH TRENCH ROCK TRENCH CLASS I SOILS p#13358 EWE � B I/a- \20.66• 1D' ST2 - „" TYPICAL TRENCH SECTION '- _ CLASS I SOILS p#13184 TEE 1500 GAL H-20 TEE ,: NOTE:SLEEVE WATER CROSSING NOT TO SCALE �"--` 24 2O B7' SEPTIC TANK ° (0.5% $LOPE) IN 6'DM SCH4O PIPE 4'U0.LEVEL - 10'CLEAR OF WATER SERVICE EA SIDE 1wx 21' 4'SCH40 fNC MA DEL:LCBARON,BROCKTON.Ma ACME OR EDUAL GAS BAFFLE MWAFl -,,.. DEPTH OF ROW 4' MODEL:Li 105 F•am0 OVE2 WEIGHT:430 UES R,x:BLOPE, � INLET DEPTH= ,D. TYPICAL ACCESS COVER ,2-m SLOTTED X-20 OUTLET DEPTH= 14" CORRUGATED HDPE PIPE ADS N 12 OR EOVAL SCALE: AS A 3/4'= y F- .7S'-t.s-oouBlE LABEL SEWER OR DRAIN AS APPROPRIATE 1 w�Hm 6T�.F fi'CRUSHED STONE OR MECHANICAL 86' D' BOX SEE BELOW yy,/.. COMPACTION.(15.221[21) 'THE INSTALLER SHALL VERIFY THE 41/4- FOUNDATION SEPTIC TANK ST2 LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM MAIN HOUSE CAST IRON COVERS M GRADE ON OUTLET TEE AND DBOX.OTHER MARK THE 4 CORNERS OF ME TRENCH CROSS SECTION FIRST FUR. 25.5 LEACHING FIELD W/TO.OF FF CONCRETE ACCESS COVERS TO WITHIN 6"OF FIN.GRADE Nts CLEANOUT nNISH GRADWECAP SET 4'BELOW INSPECTION PORE :A A U 910 OR EQUAL D CAP;GOD BERM TYP. 4'VEM wRM CHARCOAL FILTER MAIN HOUSE FILTER FABRIC 2S SLOPE 4"PERF.PIPE TO SAND D D D D OP FNDN. AT EL. 24.0' 230 MIrv1MUM.75 aF covER OVER PRECAST IN. 22.2' TOP 20.0' D�]' _ D� m-2 4'm5CH.0 MAX. 23.0 FINISHED GRADE-6'LOAM h SEED MIRAFl 140N FILTER FABRIC H-20 SLOTTED H-20 �'. PRF ., ,v POOL HOU$ 4'O 2R F ;J T 2• wrT Ix�„ \ OVER ALL STONE(TYP. PRECAST 12'm HDPE . ID• sn PIPES LEVEL 15i 2' PE IS MIN J Z1.D' 7 6'MIN.SUMP CLEAN FILL _ \ RSER SLO 21.0' 19.68' : 21 CONNECT ENDS D VENT - - z.- 20.63'TEc o r wmmlM,m F.c a'o.c sso.ops, ° ,,/4' /2 a aOVE 4'mscH40 P.¢ 20.71 cvs IMFRE vs I1NnE 20.46' e:o:aee 1 o EL INV vn°1rMiwTFIaARwa Ilrui ass ANsurtaaLc ` .)REM 2.0' o°o•a°°°°°°° 3/4 T-1/2-DOUBLE WASHED STONE LEACHING FlEID rX - •� �� 19.96' 19.61' 6bE IN B OW ENCOUNTERED PROPOSED ., UR uvu 19.65' 0 19.32'PrH H-20 c B TRAP M H :.�.: ❑ ..• LEVEL BOTTOM O (IF ANY) . 12'm HDPE PIPE •:�._ _ -.;:.. ....._.... d'$CH40 PIPE .m FOR 1000 GALLON I1BOw TYP. WATER TEST i'OR LEVEL LEACHPIT p oPOSm DEPTH OF FLOW- 4_-4" 0000000000000000000000 D-BOX ACME DB-9 H-20 OR E0. 66.7' S'MIN.UNSUITAB ARCXIN 6'mX6'-B'SHOREY H GH BA O O O O O O O O O O O BLOGK UP FOR 24"-COVER TYP. O O O O O O O O O O O STONE EJECTOR PR IN MAIN HOUSE i 18.82 SOIL REM REPLACE W/ - LPt000H-30 OR EQUAL I 5• FOR POOL HOUSE SEE INLET DEPTH III_ WHERE SPECIFIED CLEAN SAND PLUMBING IN DRAWINGS OUTLET DEPTH-�_ 6-CRUSHED STONE OR MECHANICAL DEPTH PER SOIL LOGS B BASIN 4'I.O.H-20 MANHOLE COMPACTION.(15.221 [2)) $,3' 1 T/2 WITH 3'MIN.SUMP,ECCENTRIC FLAT TOP VENT PER CODE SECTION A-A 10.5 BOTTOM TH 3 3/4 -1 1/2 6"WASHED STONE UNDERNEATH ( ) 3'X 3'LEACHING TRENCH BETWEEN STRUCTURES ST1 NO GROUNDWATER FOUND WASHED STONE(TYP.) STRUCTURE 4'MIN AROUND PIT ONLY WHERE NOTED.SEE SECTION VIEW ABOVE 2.0 (_ZSLOPE) (,><SLDPE„ MINIMUM FRAME AN - ss�s DRAINAGE CROSS SECTION (-z SLOPE) 3000 GAL H-20 05 -FLA" -z� FOUNDATION-66' FOUNDATION 15' SEPTIC TANK 97' D' BOX 33' LEACHING FACILITY WM MRu� r�aT. 210 m 7'X17'X6.5' SEPTIC PROFILE FRAME AND GRATE NOT TO SCALE PROVIDE PVC AREA DRAINS IF LOW POINTS REQUIRED 1'=1'-0 AROUND HOUSE SEE IS DRAINAGE DETAILS MANUF.LeBARON,BROCKTOrv,MA DETAIL BUILDDINGC DOWNSPOUTS 6'LOAM k SEED MODEL:Lf 248-2 LL A DISTURBED WEIGHT:480 L85 AREAS(1P,) ,D 2'MNE SITE PLAID MDPW TYPE 1-1 BITUMINOUS CONCRETE ASPHALT APRON NOTE:GRAVEL BASE TO BE COMPACTED I'TOPCOAT 3'BINDER COAT GRAVEL EXTENDS OF LAND IN WRH 10-TON VIBRATORY ROLLER COMPACTOR Q MASS DPW M3.11.03 CKNESS EXISTING GRADE TO 95S MODIFIED 1.CROWN SITY. I 4'To %CROWN OR`UPFRL�,AT;o„N _ BARNSTABLE (OSTERVILLE), MA 30"MANHOLE COVER'ELECTRIC' -III-�I GRAVEL EXTENDS 6- 12'RE-PR ESSED ASPHALT GRAVEL METI.O SPEC. 1 UCTU E ROOF GRAIN -!T4/ O SEAVIEW AVENUE 6' _ .,6" i0 DRAINAGE STUCNRES AT 2S MIN. WARNING TAPE i I 4.0'%4.0'COrvCRETE• It , OVER GAS NEW(COMPACT SUBGRADE PRIOR TO SPREADING GRAVEL URDTY VAULT O]O0'O.C. PREPARED FOR TRACE WIRE GS 9f OTIONES TO BE WNFILLED IN 12'MIN.UF15 NSTAR APPROVED PRECAST ONLY ( BESIDE R SERVIC TO 95s MODIFIED PROCTOR DENSITY. 3 VERIFY LOCATION SHOWN WITH ____________ o NSTAR PRIOR TO SETTING ROOF DRAIN SECTIONS < r APPRO%.EXCAVATION LINE , I d NOT TO SCALE PETER A. WALTER 1 1/ I WARNING(TAPE I 12 R 12'X CON UITS CCBERM 1 1 1.0'4W. I fi.0'41N. I I ONLY WHERE DATE: JUNE 2, 2011 NDICATED TORIT 1 I ACTv e TEL (2)4'SCn.4o conpuR (NOT ON MAJORITY OF ENT.ORNE) REVISED: AUGUST 11, 2011 (HOUSE CONSTRUCTION DETAILS) J k GOMMUNI&Q O PRIMARY 4'COVER MIN. 1"TOPCOAT MASS OPW 2 WATER SERVICE C.- /� TYPE It TO C.O.MM.F.D.WATER DEPT.SPECS TO SIDE �.:.:'..:-".:•..'.•` •:. / ]'BINDER PE ASPHALT WATER RUNS TO MAIN HOUSE METER 12'HORIZONTAL CLEAR IF IN CONDOR TO BE CONCRETE ENCASED Scale:1 =2O' H 508-362-4541 OUTS WINGS OFT SAME METER SAME TRENCH AS PRIMARY AT DRIVEWAY CROSSING I fox 508-362-9880 RACE FEED BACK IN SAME TRENCH TO BARN) 24"MIN COVER ON MISC.CONDUIT DUE TO PRIMARY SERVING ONLY ONE °°_° d.w .fe.0 TRACE WIRE REQUIRED ON ALL PIPING. HOMEOWNER,CONCRETE NOT REOUIRM 0 10 20 3D 40 50 FEET flown co a en ineeiin /AC^ DRIVEWAY/UTILITY TRENCH SECTION WHERE RUNNING UP PERSONAL DRIVEWAY 12"REPROCESSED ASPHALT GRAVEL g gy 6-LOAM h SEED MDPW SPEC.VIB.ROLLER COMPACTED NOT TO SCALE ALL DISTURBED AREAS civil engineers REMOVE TOP&SUBSOIL COMPACT SUBBASE „ (TIP.) land surveyprs ' NOTE:ALL FILL TO BE CLEAN SAND h GRAVEL 939 Main Street (Rte 6A) COMPACT IN 6'LIFTS TO 95X MODIFIED PROCTOR DENSITY WITH VIBRATORr BOILER. DATE DANIEL A. OJALA, P.L.S.,'P.E. A, TICE 611-Oti •�, YARMOU7HPOR7 MA 02675 PAVEMENT CROSS SECTION SHEET 3 OF 3 NOT TO SCALE 11-01 1 SODERHOLM.DWG BUILDER: Sam Soderholm Soderholm Custom Builders,Inc. ATTN:Sam Soderholm N 28 Leach Ln. CO,o Natick,MA 01760 m- w (p)508-650-9880 w (f)508-650-9881 www.soderholmbuilders.com ��gj�9d PROPOSED FENCE - LANDSCAPE ARCHITECT: 1 ID• GREGORY LOMBARDI DESIGN MOPW TYPE 1-1 BITUMINOUS CONCRETE ASPHA T INCORPORATED I \ U, NO E:GRA EL BASE TO BE COMPAC ED I'TOPCOAT 3-BINDER COAT GRAVEL EXTENDS N° O WITH 10-TON VIBRATORY ROLLER COMPACTOR Q M455 DPW M].11.0} 6• L>SYlYIJGQnN.!IYYl71iClYkfP. I To 95%MODIFIED PROCTOR DENSITY. 4'TOTAL THICRrvE55 AFTER COMPACTION 3 JO'MANHOLE COVER'ELECTRIC- 2235 Massachusetts Avenue EXISTING GRADE I%CROWN 1S CROWN OR SUPERELEVATION Cambridge,MA 02140 / f -_- 11 I I=1 11= _ 1 t:617.492.2808 / / —III 6- .GRA EL EXTENDS 6 2'RE-PR CESSEO ASPHA T GRAVEL M1.11.0 SPEC. 1 f:617.492.2904 LEA 12• / •4.0•%4.0'CONCRETE .._6•..... p WARNING TAPE i www.LombardiDesip-n.com /i /j �Q / 1 unuTr VAULT OR 300'O.C. ``R� 1 i TRACEE WIRE - �4COMPACT TO BE DE PRIOR TO SP2"MING GRAVEL NSTAR APPROVED PRECAST ONLY - CIVIL ENGINEERING: //// PR�cO IGO 1 a UTIL95%TIES TO BE BACRFILIED D SIT MIN.uFTs BESIDE n SgC TO 95S MODIFIED PROCTOR DENSITY. s VERIFY LOCATION SHOWN WITH `\ ____ _ NSTAR PRIOR TO SETTING VJ� r APPRO%_EXCAVATION LINE ——————— I 4- down cape engineering,inc. P WARNIN�TAPE o 939 Route 6a // / $. 1 12'bVER Yarmouthport,MA 02675 / -'G% ����' \ 1 I I '.o•u1N. -� 6.0'MW. CON dUITS ®� 1 t:1-508-362-4541 m�; �-- I \ 1 ,IFS f:1-508-362-9880 B PI Y6 1 V �J I &COMMUNIGON TONS O KJ 2J 4 SCH 40 CONDUR GPRIMAR 4'COVE MIN. A,,,v� 1 I I 1P TO C.O•MM.F.D.WATER DEPT,SPEC'S MIS TOCSIDEU�` www.downeape.com / °v :.:. y1 WATER RUNS TO MAIN HOUSE METER 12•HORIZONTAL CLEAR IF IN CONDUIT TO BE CONCRETE ENCASED / O OUTBUILDINGS OFF SAME METER SAME TRENCH AS PRIMARY AT DRIVEWAY CROSSING (CAN FEED BACK IN SAME 7R C T PROPOSED /' ° TRACE WIRE REOURED ON ALL PIPNG.O BARN) 24'MIN COVERON MISC.CONDUIT DUE TO PRIMARY SERVING ONLY ONE HOMEOWNER.CCI4CRETE NOT R QUIRED °Ya R' K 6 % �,� DRIVEWAYZUTILITY TRENCH SECTION WHERE RUNNING UP PERSONALEDRNEWAY SEPTIC TANK �b41MA UCE / NOT TO SCALE PROPOSED AK /' (J \ I\ SECTION A—A DRIVEWAY o �;A�`"W PINE 0 0 23.5X P sN -—INV.21.0 PROPOSED PROPOSED SEPTIC o / HOUSE LEACHING FIELD 4a" SIT CP 3.5X / 2 O / ST \ PROPOSED / 6- % ' € - "In C6 POOL HOUSE �� so / \ ° — —/— 2 9i� 2 \�� '� \ O POOL �a. /j _——— '�% ° I \ \ $ Y� °°� PROPOSED POOL I 0 PROPOSED FENCE ^^^� NW ,B+- ' \ - _ � I PERMITTED BUILDING ENVELOPE AREA s GAS METER 4' CLEAR one 1 \ 2 0" j \ / PER RESTRICTION AzoF �, I 1.75 ACRES PROPOSED /6.d N / 1 Oo I o \ �' / F ELECTRIC o 'E. 1 0 \ K �+ GENERATOR :'I 1 — — _ 2�' cl Ns Seer SITE PLAN ELECTRIC METERS 1o'g° E �1M�`C J , 1 ST2 _ _ s PTIc LE oAsrF� ANK 22.OX 2 WORK LIMIT LINE OF LAND IN AND AUTO SWITCH IW_P' F - loo'oFF S 2J W/ SILT FENCE o.oFFENE3LD BARNSTABLE (OSTERVILLE), MA PROPOSED 1 Ta,��, w: AK INV.- ELECTRIC l20 — ELECTRIC / a m 1 `lo r L� �92 _ _ N TRANSFORMER / ,,,Ya��,N�A 1 PINEI 1 a�r�111�, w _ #470 SEAVIEW AVENUE 2 L9cA 'PROPOSED FA-TIO - 3' CLEARANCE ALL / op "�€ 1 Pi d �� / �� __21 ---------- --1 PREPARED FOR . 6"W PI 491crt� -� E CP V- �� $. i— AROUND PROVIDED a4,BN l -7 PINE — — m`Y'n P1 a,1Ya�l °AK OAK -r -r4 W PINS - N - I PROPOSED FENCE 1 �I, m„YPe _ 2 _�_ PETER A. WALTER 18.1V-PRNE �' / -19� r E f L- / RIfiL N L� PROPOSED RETAINING WAL -- 1J/ — / 2O- .,,u,a/ .i,�E-F -- -- _ - 'I /- �gPN� _ REV.; JULY 22,TE: 1 U CONSTRUCTION DETAILS O>A(K� A,, Y�•1 4_OAK _ 1L-1 TT- 'TOLE ��`///���rrr��� __ �.��{// 12 W O y •1'lg0 AK / AK K/J am'A /�1'\?`J •"_. "OAK —————— — I U lit_![EM O y W' 'I i ' �j�+' � IdQ�,lY' " I /\{, Scale:1" 20' Yam e 1P PINE / C a ��y� �mMr��ti•` _ z P _- i W PIN 01'SA d� U�/ i f 1'41- -3'J- �."��/// -W E-'_— — ——I- i 1✓ // — 0 10 20 30 40 50 FEET Y ® P PIg, NEF\mac ` / — _ — — ' % -23 o2J ,�F " / .r�� / X// F p /// 1- - /PROPOSEDF`ooD ion; - X4aM1• GROROSEt7 / / — - — A�11�� / — / / / — _ 6— ___ / AREA DRAIN/——— p toz�- / —— _——— — oif 508-362-4541 GATE .G/ // / 508-362- -_-_- ROOF DRYWELLDmB® --- - - down cope eJ7gineefin8,ine. PROPOSED - 4B 19 // q / / ��� /' ��� ��7 -. 7 _- -- -�7- _--- '; civil engineers FENCE __ r g J// / c�(P/ / i�3 -. -_! ��_ -- __ _/' / p,31 --g1'so \ land surveyors I �1•, —�' f .�.�2 3.01 93YARM°U STUPOR( MA A) a .n DATE DANIEL A. OJAL44, P.L.S. -i 02675 SHEET 2 OF 2 DCE#11-011 11-011 SODERHOLM.DWG NOTES, (APPLY TO ALL SHEETS) LEGEND --"^ 1. DATUM IS NGVD29 DATUM 4 r i `01 UTILITY POLE - 2. MUNICIPAL WATER IS AVAILABLE(SERVICE TO BE REDONE) GUY WIRE OWNER OF RECORD '3. MINIMUM BUILDING SEWER PIPE PITCH TO BE 1/8•PER n _ FOOT. AFTER TANKS 0.5%ALLOWED. I PETER WALTER�$ SEPTIC MAN HOLE COVER ( ER A.A- ROAD 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO ,� �,'-! ^ 'LW 57 ER Y H=10 ON SEPTIC, DRAINAGE T0�BE H-20 WELLESLEY, MA 02481 •. 5. PIPE JOINTS TO BE MADE WATERTIGHT. 4V WATER SHUT OFF VALVE (�y�. r�t • .. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH HYDRANT [O� Lrl ° ��'1 �� ��'�'�/� REFERENCES MASS. ENVIRONMENTAL CODE TITLE V. "'""YW r L ' L COURT CERT #193707 • _ 7. THE PLAN FOR PROPOSED WORK ONLY AND NOT TO v- TRAFFIC�STREET SIGN LA D COURT DOG. #1,'161,031 BE USED FOR LOT LINE STAKINO`OR ANY OTHER PURPOSE LAND COURT PLAN #17413-A & PIPE FOR SEPTIC SYSTEM TO SCH. 40-4"PVC. V SINGLE POST SIGN `� J ,,-y� ,.. DEED. BOOK 25284 PAGE 105 9. PLAN BOOK 304 PAGE 4 WI COMPONENTS NOT TO BE BOARD 'OF LEA OR CONCEALED DOUBLE POST SIGN OBTAINED BY BOARD'OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH AND OWNERS ENGINEER. C.�(/V Cam%•--� 0-0-0 FENCE = 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING - DIGSAFE(1-888-344-7233) AND VERIFYING THE LOCATIONOF ALL UNDERGROUND &OVERHEAD UTILITIES PRIOR TO Q MAILBOX COMMENCEMENT OF WORK, AND COORDINATING UTILITY • - - I CONNECTIONS WITH APPROPRIATE.VENDORS. OVERHEAD ELECTRIC LINE N 1 W " .11. EXISTING LEACHING FACILITY SHALL BE PUMPED AND —W— UNDER GROUND WATER LINE REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. 12, ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE E UNDER GROUND ELECTRIC LINE N REMOVED 5'BENEATH AND AROUND THE PROPOSED —G— UNDER GROUND GAS LINE a LEACHING FACILITY. .0� CR 1 Ul y j 13. WORK WITHIN CONSERVATION'JURISDICTION IS SUBJECT —RD— ROOF DRAIN LINE �y � ' TO AN ORDER OF CONDITIONS ISSUED BY THE BARNSTABLE CONSERVATION COMMISSION, COPY OF ORDER TO BE D DRAIN LINE MAINTAINED ON SITE AT ALL TIMES, AND ALL REQUIRED m N CONDITIONS TO BE COMPLIED WITH. '7 7#:r" p Iaf fig:nFu PROP. PAVEMENT o 14. THE PURPOSE OF THIS PLAN IS TO INDICATE APPROVED WORK WITHIN CONSERVATION COMMISSION JURISDICTION, AND 8 GAS METER 6`L� .0 ; ADDITIONAL DETAIL FOR AREAS OUTSIDE CONSERVATION COMMISSION JURISDICTION. ) y W: _ PROPOSED FENCE - +` iS. SITE CONTRACTOR TO REVIEW AND ADHERE TO TREE CATCH BASIN a ` PROTECTION PLAN BY LOMBARDI ASSOCIATES. SEE N\ LANDSCAPE PLANS-BY LOMBARDI ASSOCIATES. LEACH PIT �,p®."r, p O t 16. PERIMETER FENCE IS LEGAL POOL ENCLOSURE,FENCING '� t N ��. 00 ZONING SUP 4' MIN. HEIGHT, NON-CLIMBABLE,SELF CLOSING SELF --24-- EXISTING CONTOUR I �F 0 s r - LATCHING GATES, AUDIBLE ALARMS ON ALL DOORS, ALL TO � i �+; � I I r /� ZONING DISTRICT:RF- , STA1E CODE SPECIFICATIONS. • —24— PROPOSED CONTOUR � '� r. �" c• � 17. THERE ARE NO POTABLE WELLS EXISTING WITHIN 150'OF y21.W PROPOSED GRADE� � �t ` MIN. LOT SIZE PROPOSED SEPTIC COMPONENTS. 0 / .rim I MIN. LOT FRONTAGE e MIN. LOT WIDTH B- RAZE EXISTING BUILDING r•W` +[7d,A` / A2 23PrC �tl� o SLAg/ mG a MIN. FRONT SETBACK MIN. SIDE SETBACK PROPOSED rary�. 0 3 0 MIN. REAR SETBACK SEPTIC TANK MAX. BUILDING HEGGK X f3 PROPOSED DRIVEWAY '//, ' i \ (2410X ;:r i%• /( r" SITE IS LOCATED WIT r PROPOSED DRAINAGE(SEE DETAILS) r. PROTECTION OVERLA' e\r '1 I I / ROPOSED 1 % 4"�' ,`n - i Ii PROPOSED SEPTIC EXISTING'SEPTICS ro -3s HOUSE I Z a� - SITE IS LOCATED WIT u (REMOVE PER TITLE 5) Q �. EF�zS. b �� PROTECTION DISTRICT It - TEACHING FIELD .r•' v - O REFERENCE C.R., TES - i tp REDEVELOPMENT REC PROPOSED OF DEEDS, DOC# 821 o J� P� o POOL HOUSE A� o,, NOTE: 2 EXISTING D4 o} REPLACED NTH 1 Sit PROPOSED POOL WITH ACCESSORY BAI 1� I PROPOSED FENCE 7y I ��., :; �/(� c•\ �m 'o q - n r^ Ir 1 T It PERMITTED BUILDING `r>r GAS METER 4'CLEAR ENVELOPE AREA � II w � _�....-��'�•''•"•� \ o B �. 'RAZE EXISTING BUILDING I '; ti. -ry j•,•t•.' ,i �. PER RESTRICTION , 1 _ / 1°• ;I a` :,Q"m=�o4�,rvo+i `� -' \,� SEIO EK 1T �iO A1.75 ACRESPROPOSED ELECTRIC •1.ONOCN EG/ 0 tGENERATOR ELEC p�BANK AND AUTO SWITCH rJ' ..a 11• / 3 �..' ,• \1�0 5 AAA=°AB 22.OX WORK LIMIT LINE :,..1 \ ioo' a J/s � S r W20/-SILT -FENCE PELECTIC RAZETING R BUILDINGS TRANSFORMER I �' ,.,. sr A Y2- E�� / i 7 3'CLEARANCE ALL / gip%.• / RKIK! $ / ��"ROPOSATIB---'- AROUND PROVIDED 2 - �B \ I--------t 8---A�- F Z 30 PROPOSED FENCE P PROPOSED RETAINING WALL y. ..,/ E Fb 1-4 ��sS 9PN N ;�o:.n1 �. Y i - _ -� - TOLE- �j4� 6v�'��L_ Nh0'Q.h0 IN / :5J' FSEM_OVID- 2 GO U� 2 / BRGPOSED' �2" /�_. !:/ ��_16�GATE �����k'- 1AAREA ORA cY I. \� .10 ,� / / .15: -/' SFL$1�_ BQQF 9� _� i� ---J� 1�� �• G PROPOSED __�'6 ..19 ��- ;~.,+,�/i/` /4�_� �q 'i/%i --_�� = AZI / // ,8�%FLU 1 ,5t FL ( --------------------------------------------------------- 2 1 T.O. WALL = 24�_2 10" FIBERGLASS BATTING 711 N\--#5 BARS (TOP) 1 Y2" ANCHOR BOLTS @ 4B" o.c. 32' CLOSED CELL SPRAY FOAM INSULATION #5 BARS @ 16" o.c. (VERT.) IL #4 DOWELS @ 32" ox. 6 x 6 W1.4 / W1.4 W.W.F. (TYP.) T.O. SLAB = 15'-6" (2) #5 BARS (BOTTOM) Section SCALE: 1/2" = 1'-0" A FOUNDATION WALL DETAIL SCALE: 1 /2"=l '-0" 21 ELIOT STREET NATICK,MA 01760 99 508.651.7099 W A LT E R RESIDENCE 1 .3.2013 DMCARCH COM -' 't:. - • - - GENERAL NOTES - These drowngs and specfcat'ons shall cmd,the solo and C-1151l10 properly of D Mchael Colin An hi ecfs a5 nst—ents f rvice All drowngs sections of drawings detals and design concepts shall be used only for the purpose inlended by the Architect and shall not be copied, ended or reused at another site without the expressed written consent of the - Architect, 1 It is the responsibility of the Contractor to it evlew these drawings antl report any ertors - or discrepancies on the drawings,shop f feet be fon,comt,,c pn dhe Arch isk lathes to as I commenced.Do not scale drawings. j t SPACE REVISIONS: r------------- -- -- - .. F4 - F4. A FIN15 A .A _ M NT - _ 092>1 IJNFINISNED - - - MECH.ROOM•2 - 114 002. _ x/ .P4 04_ F4 A ..A A ISSUE DATES: F4 F4 F4 F4 Permit 5e!- -3-13 -- --------------'l _ - UNFINISHED "A FINISHED ro MECH.ROOM-1 F2� .. I BASEMENT 005 007 FINISHEDI P4 F4 004 . U .. -..-.. - I - `'. L-----------------L - A A- . .. A F4 - 21 ELIOT STREET NATICK,MA 01760 DMCARCH.COM PIT 508.651.7099 ICI - 44 RECESSED Y V AL 1 ER �l RECESSED RESIDENCE DIRECTIONAL f SLAB ON GRADE oA7 RECESSED - - IRIS - yA5 RECESSED 470 Sea View Avenue PINHOLE - - Osterville,MA pA6 RECESSED LENSED SURFACE MOUNTED DRAWN: QO WALL SCONCE - - DESCRIPTION: EXHAUST FAN — ��- PADDLE FAN ---- : Basement CE SURFA MouNTED _ _--�! '6 F4 FLUORESC Power$ LightingENi� , ¢C SURFACE MOUNTED Plan PENDANT d' UNDER CABINET/COVE - DWG.# _ Basement Power Liaht'ina Plan �1 SCALE:5/16" -I'-O" E 1 .0 GENERAL NOTES: ry Thmse drawings ands f t hall .,.I' the.to And Cxci'siie property of D.Michael C011ins Archildcll OS instruments T of service.All dra Sego os of drawings, wings,tletails,and design concepts Shall be used only for Me purpose Intended by the Archltect and shall not be copied. bmended or reesed at another site wilhoet the expressed wliflen consent of the - Architect. It Is the responsibility of the Contractor to review these drowings and report Any ertam 7 s' ar dwebalo r the drawings,shop drawings,ct details.r associated sketches to the Architect before f wale do n05 ommencetl.Do not scale tlrawings. O O O CRAWL SPACE REVISIONS: 19.50 ( / SONS: Ra 5ND WALL ON Pi.SILL PLAtE 3i'CLDEED CELL FOAn Fy S—EIN I SH ECIN I SH E D BASEMENT _ 001 UNFINISHED MECH_ f O 1 - 15'-b' ceLu+a ueaur.e.r k 002 I I � ISSUE DATES: 3:ne �sncr soFElr Permit Set-1-3-13 ® — — ———-—————-————————, ®5D UU )71NISHED FINISHED a®sort BASEMENT 005 -�1 002 etas FINISHED -'.. .. -. .. XEEISE M /�15-b• _ - - .. 15 b' L—__-- --` uv ee � cr scr*r .. ®. CLOS. IF Er sr NG wNpw WELL - / - - - 0 0 0 II 1 OI l 1 I I I I I I V AI vv 21 ELIOT STREET NATICK,MA 01760 ' 1MCARCI�.COM P+F 508.651,111 op " ePaaEe S A L A W A LT E R RESIDENCE SLAB ON GRADE "T RILL�Q cis ale wAriaEs EEa uwR - LE spaces suALL Eoo*-ANptEe o or � v~uhaFe 470 Sea View Avenue sA .�mAreL-a-,•ArEINIs�Ep OSferville,MA 24,0a ACEe.CEILING uEiGur Ai SosEn9 Al I,w.Ig�GNr. Ep LINE,ISAx�I,ArEL.,b DRAWN: DESCR IPTION: Foundation Plan DWG.# Foundation Plon A_ 1 •0 t GENERAL NOTES. ///��.••��� These drawings and speGRmliom shag A 9 A-9 _ f _ " - - remote the sole and MceCIlm11,11—ve 1 - 9'- 1 1 J p D-M...1 All d.NchRecls os lnshvmenlS of seMgt All tlramngs sacttons of odrawings.data ls,and design concepts ih II b sad only for the parlxse infentletl I I f 26'-0" by ih Nehllecl and shell not be caged, 16'-,a" use d dor red at anoinlx sae wlmq,t a NttmrLssed wntten consent of lne ��� I / � � � 6'.0•I�SNCN DOOR a Op - r . e.rasponf.Wh of the'.pwcl y to W-0"SLIDING O ® or dlscrepancllm on the dra gs.,0y��' 9s. ap O LSD u drawings,dela0s.or asspclafed sketches I. IF the mm edi before cpnSt.0 Whps hh m; Op 0 p Op l` x .y •v '�• pmmencetl.Do not scale drawmgs TIMBER FR.At"� W � J m 7 F0878.TTP. 16R T —' LAv c IF - O WALL T OF _M 3. O 2X6 INSULATED ._4• O A, .. DETERMINED9TJDWALL 3 •��� FINAL DESIGN AND I OTAIR 15Y TIMB OF STAIR BY TIMBER tea CFIA9E FRAME COMPANY . BAR dI� 9 9 0 4r MASONRY SITTING AREA DN Is R p pOpPE/NL TO oveRLO ON IP R, ro WITR FffCT7D PIS E 3p. Y; d 'OFFICE - - , . . LOIDim ` - r REVISIONS: O t OI I ^ 8-2-11 PROGRESS SET r e wALL GAME AREA _. LOW 4 Tt, TIMBER FRAME ;"� A•3 m I I. — q_9 POSTS-TYW .. x m 2X6 INSULATED "a POST dND �� e « BTUDWALL .. - • .. - 8LIDlG DAIN DOOR OVER 2 O •➢ e _ ' - - - I1 BLIDPYa CiA90 DOOR L�DMG-� S'-0"MS.BARN DOOR II FINISHED AREA THIS'FLOOR = 34B SF.. . L s ISSUE DATES: 9-6-11 PERMIT SET « ^- F IN[ 9 ED AREA THIS FLOOR = 1,004 S.F. 4 Second Floor Plan First Floor Plan t SCALE.I/4".1'-0" SCALE,I/4".I'-0• - - 'k• + • - 2 - A-3 A-3 _ •. - FOLINDATION FOR - .. RETAINING WALL 114 ' TAW.22AS' .9 .. / — — —' 1AW J490' . �— 5 4 a iv TOP F FRAMING .+ b_b TRAP AND '. SHELF.21.90 .. H&LA TE I.4" , •. T STAIR WALL UP TAW.168' 1i O r 21 ELIOT STREET NATKK.MA 01760 DMCARCH.COM P*F 508.651.7099 OBFTOI�/CO EO A-3 DEEff : WALTER TO �,., BLDCK I , I. O. , RESIDENCE. 'TALI QI69' 'SHELF.1`,E O - BELOW FIREPLACE ® 30'X 30•CONIC. — _ _ _ .. FOOTING. CLebllollT - - - T — _ i8 TYPICAL �^X�" —LA��—7 ME 470 Sec.View Ave FOOTING O� FINISHED BASEMENT Ostervfne,MA I. 4•REIPFOFCED SLAB CN a"RENgRCED MECHANICAL VAPOR BARRIER DRAWN:HF + SLAB ON VAPOR - BARRIER cogrcNE a ` DESCRIPTION:. Iv 4 i0 9NELPde' I A_3 I A-3 41 « AW Q180' ., . r BARN ..... .. .. :. TOP GP FRAMRYa -t.' INSULATED 2X4 —_ —.�✓— sL - 9FBLF QL90' a •' .-.. WALL E FINISHED f 6 ... ...,_ ...-'-:. ........ .,. BASEMENT PLANS - r FINISHED AREA THIS FLOOR 632 SF. " •TOTAL AREA THIS FLOOR s 990B S.F. TOTAL FINISHED AREA 1,986 SF. DWG.# ,i3S5 SF. �Loundation Plan TOTAL AREA 2 IN Basement Plan • ,!�` 'V4".1'-0" r - f n.-0.. ]i'-0• ,_i. a-0• ]I_9;• - 4'_61' 0 - A aw.rpiael vivrcv. h ] ®_0• M�• p'-� li•_y pmorro„ 1m m�a o,ou ranee Gcpm, O' M MSU mvlv�orvnehellro em„onvro ,--1 00 ,y '°•b"'m'+.aeMnOaro repro mymm � �— � � A d tm�i a�ei t p•OF� m ooml eo..u..o,w 4-••I xti-1•e w°-u+c I \ • I 9L'AC£ :• I ..• I I ]w-uc tm t as4� - A,. 9•CCHG HEAD MvR _ ],._}.AL vAlVR A•1gtER t nTQB TB¢RA�CQP.YI®rFAv� � , Qt nPrE.OD. — ____ _—_________--__ rp],iEar \. T»'-4• - i; µ4i A - Pmr'Pa J L J L J. - rc.wau T Nnrap c >� WA-I•C ro.uwi /�/ ; ROOM a• m•x' / uxo roxw mwecl®aoAve� 4 u S w°.lac rc.lmu 7-Y 7'-s'.PO •• - m'-a• F—� I— ><`° ear M WM•C _ �F am rm 74.--w r-O — - �.,• . 'REVISIONS: - u- e :o eGrar ,cart.mod'w I mK ftc + eP Psw.V PmEix • ' To.alau t'¢M eater YIa¢®¢al I _ rmtoG•F.le I A •ro.uwu m•a' .•Ca C BEAD 1@K.V P sE t •I. effnu c.'EIx v,Pwt AAIaxffR ® ® 7-Y a 7-P �7�(m1�'� I e ta7PApIED°n°eEl P-e' A G ' To4 I �I' Ihlyy 5'-m• W-n` A q - ®6 I .:.._::. 0 am rm :2i•-] -n '.--. q]v°•Isp - .- ISSUE DATES: • 4 _ r-m• ,•-u• - ro.wau auoD�DIe7I - 9 - r"It aet-•-27-11 A , Ai s• •r „ I I I I'7 • 4 Y t 71 e 4 r W I y . K ]A'-'' o I > I y — a t w',— r ICnl1P9]v� Q✓ I WLIK. •, , I. . I DMGROI.CpM PK SnB°SI.RM)9 LRI EIIOT$IREET NATCK MADI]60 WALTER NOTE: RESIDENCE _ �-POR.NRDOWI AIIGIDIi r,T£. ,IIID HIS IW f rC bF.l.WML.IIGIOR nClEq.$bIET A-t0p CO A MN[.OLUMN NOTE. ,70 Sea V ew Road :» I n1•on ero rnaa,�m rms rn• Oftfil.'MA .tr.]r r�..r.ro'+&rN•Pt ' DRAWN:CO DESCRIPTION: Foundation m¢4 ],'_m. e,rt• µ.me. ®.,�• Plan n DwG.a Foundation I sc L-V,'.11-0• A-1 .0 � of e:•aa.ui a,a.i'ro�.amrea E/y 0'-0' tb'-0° ,'.b• Q.�. 2-4- 6'.b}• ®,-m. M'.�j• a._m. Wn "ayMmo P tLOM�.�eldh.aM eey B'•3• er ma Mnl�acrwnvai rc�m�. bal bDJ I'a'-!1 631Morw_W�n�•W lM cmeacmrlo IowsmeMreponam"m. .--I porclesm rM amw�ryyuup —---------- -- I orc�.�rcreo. c a n V�l�sm7 I -7f Ib B � '�'� II I I 11 I — � - e • eQRCW j�b TElap4ce I ce II{ ® I 77 I I - I III i t il'"�II I I 1 , IU'--Ill I I __-__-_1'}__.---� I F 15lltk$1 _J I I I I I,, EL?91 I I {'.I•b I:_b �/�7/; _ // . u ow -- ---� I I mm I I I I REVRIONS: MASIM O Q3.ai• r- � 'yh b t g I I C ri LW NGRDN[f J1_--- I N I - • rt[l1.IxG tf 10.11Yd0-' � a Tom• B'-3' ° {'-I• m.nt me I`-'— ———x r .: - .I.., n I •I — ( — _— 1 omc *-m,• ..t}• II11 � 11 - ® OO _ — — .- — w r a I ISSUE DATES:.. !. ® ----- _ I 7dd o I , L I I I fiMACUCAR • I ' ... • I. DMUNCN.COM P.F SOB651.)W9 • ,- aT a I v • ' WALTER m i r---------7 I RESIDENCE " Yq g� /�'�I I I 410 Sea Vow Road ai s �=•1 I I :- . ._ • Ost—#]a,MA DRAWN:CO I • I I K i I I -pQ [i I I �� I I ii I I I I • , ax DESCRIPTION: L ---®�------®--- — — — — — N First ta-m• o•�. µ•.m• •.�. Floor Plan DWG.s Ist Floor Plan --------------------------------------------------------------------------------------------------------------------------------=-------- auks �s hamumin _ n>M�a�asora eeip�cxs.n M uae orvybme pup®mbme //Y,`J _ �mem�iec,ww mdi�olmmF'o�G• DD M �� nklmmpe�bbn�hellmc ,-1 A-Dl 6!1 6f1 b.,mex em.Anm am rcpenmpmm "'I II I w�porcbsmlmamWrpcsnp I ® ® ® • wc�Nbealtlb�v�Imleeuatuvb �� aI— - I wwmmm.�e,elmeewew� ,—I 0 ME I I 1W D'-b• 11'•II• ill _ D ® ® a Y I s ,'m• I 1 LRL L611Qffi - F i --'----1� n If YfAL1 MX ® r LL �'7• •.. REVISIONS: f Y cew ISSUE DATES:. '. F•snu Del-e-n-n 49 p L M II ' zl Fuotsreec,Nnnec MnalzeD ® =28= I • _ - DMG H.CO-FSOB651J 0 ® ® b WALTER RESIDENCE i - I ,70 Sea View Road b•<•n ,ueut. - Ost.,vNe,MA M 4 T DRAWN:CO I I II ! ________ ______ I _ JJ DESCRIPTION: Second Floor Plan DWG.M DWG PO A-1 .2 NOTES. (APPLY TO ALL SHEETS) LEGEND 1. DATUM IS NGVD29 DATUM CO-) UTILITY POLE 2. MUNICIPAL WATER IS AVAILABLE (SERVICE TO BE REDONE) OWNER OF RECORD 3. MINIMUM BUILDING SEWER PIPE PITCH TO BE 1/8" PER GUY WIRE gP� RO FOOT. AFTER TANKS 0.5% ALLOWED. PETER A. WALTER e SEPTIC MAN HOLE COVER 57 DAMIEN ROAD �tio 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO WELLESLEY, MA 02481 qLF H-10 ON SEPTIC, DRAINAGE TO BE H-20 4So Q WATER SHUT OFF VALVE 5. PIPE JOINTS TO BE MADE WATERTIGHT. REFERENCES o 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH HYDRANT MASS. ENVIRONMENTAL CODE TITLE V. LAND COURT CERT #193707 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO TRAFFIC/STREET SIGN LAND COURT DOC. #1,161,031 J o v BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. LAND COURT PLAN #17413-A w DEED BOOK 25284 PAGE 105 LOCUS SINGLE POST SIGN 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. PLAN BOOK 304 PAGE 4 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED CE=30 DOUBLE POST SIGN WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION W Pam' /ENO OBTAINED FROM BOARD OF HEALTH AND OWNERS ENGINEER: FENCE SEPON10. CONTRACTOR \E DIGSAFE (1-888-344L L BE RE SPONSIBLE THE LOCATION Me OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO 0 MAILBOX COMMENCEMENT OF WORK, AND COORDINATING UTILITY CONNECTIONS WITH APPROPRIATE VENDORS. — — OVERHEAD ELECTRIC LINE N LOCUS MAP SCALE 1" = 2083' w 11. EXISTING LEACHING FACILITY SHALL BE PUMPED AND W— UNDER GROUND WATER LINE FF REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. 12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE E UNDER GROUND ELECTRIC LINE Cf) LOCUS MAP REMOVED 5' BENEATH AND AROUND THE PROPOSED G UNDER GROUND GAS LINE �,� 0 LEACHING FACILITY. cn (. N � SCALE 1"=2000'f RD— ROOF DRAIN LINE 'y °' 13. WORK WITHIN CONSERVATION JURISDICTION IS SUBJECT ,\� o P ASSESSORS MAP 138 PARCEL 1 TO AN ORDER OF CONDITIONS ISSUED BY THE BARNSTABLE '� CONSERVATION COMMISSION, COPY OF ORDER TO BE D — DRAIN LINE LOCUS IS WITHIN FEMA FLOOD ZONES A11 MAINTAINED ON SITE AT ALL TIMES, AND ALL REQUIRED c!\ (EL 11), B & C AS SHOWN ON CONDITIONS TO BE COMPLIED WITH. PROP. PAVEMENT COMMUNITY PANEL #250001 0016D DATED CP 14. THE PURPOSE OF THIS PLAN IS TO INDICATE APPROVED h Q 7/2/1992 WORK WITHIN CONSERVATION COMMISSION JURISDICTION, AND 8 GAS METER �'-� NO PROPOSED BUILDINGS ARE MAPPED IN ADDITIONAL DETAIL FOR AREAS OUTSIDE CONSERVATION ,��� c�_,•�, A FLOOD HAZARD ZONE. COMMISSION JURISDICTION. PROPOSED FENCE r®� CATCH BASIN -- 0: 15. SITE CONTRACTOR TO REVIEW AND ADHERE TO TREE LJ 0,0 1 v PROTECTION PLAN BY LOMBARDI ASSOCIATES. SEE J LANDSCAPE PLANS BY LOMBARDI ASSOCIATES. LEACH PIT ZONING SUMMARY CP 16. PERIMETER FENCE IS LEGAL POOL ENCLOSURE, FENCING ��`' N 4' MIN. HEIGHT, NON-CLIMBABLE, SELF CLOSING SELF -24- - EXISTING CONTOUR ZONING DISTRICT:RF-1 RESIDENTIAL DISTRICT LATCHING GATES, AUDIBLE ALARMS ON ALL DOORS, ALL TO - STATE CODE SPECIFICATIONS. 24 PROPOSED CONTOUR ��F� c' P€' i REQUIRED: PROPOSED: S'-`•L MIN. LOT SIZE 87,120 S.F. 384,600 S.F. 17. THERE ARE NO POTABLE WELLS EXISTING WITHIN 150' of 2�$ PROPOSED GRADE ' N X ��� °%� MIN. LOT FRONTAGE 20' 529' PROPOSED SEPTIC COMPONENTS. 3. MIN. LOT WIDTH 125' 400'+ 8"W PINE � ��� � ` ARAGE MIN. FRONT SETBACK 30 466.2 RAZE EXISTING BUILDING 23 r i,, � SLAB=24 �_ � ' I`• \ �� r' MIN. SIDE SETBACK 15' 50.5' PROPOSED � Op� 00 u' MIN. REAR SETBACK 15' 50.5' , - r' MAX. BUILDING HEIGHT 30' TO PLATE <30' TO TOP PLATE SEPTIC TANKAX PROPOSED DRIVEWAY / /� \ SITE IS LOCATED WITHIN THE RESOURCE ` PROTECTION OVERLAY DISTRICT PROPOSED DRAINAGE (SEE DETAILS) ` /!� ` �o / O 'ED ' EXISTING SEPIICS ousE ; / ® � 2 \ � SITE IS LOCATED WITHIN THE AQUIFER PROPOSED SEPTIC (REMOVE PER TITLE 5) �P 2 I�v� F=25. _ r'u; 0 �� PROTECTION DISTRICT LEACHING FIELD p = Q ' o ;•%w, ` o ocP; 6' '' REFERENCE C.R., TERMS FOR SITE REDEVELOPMENT RECORDED IN REGISTRY OF DEEDS, DOC# 821,012 (2001) PROPOSED v' POOL HOUSE 2� '' moo_ NOTE: 2 EXISTING DWELLING UNITS TO BE REPLACED WITH 1 SINGLE FAMILY HOME 9 l va ,N ,' PROPOSED POOL s, WITH ACCESSORY BARN AND POOLHOUSE. PROPOSED FENCEIf A _-c^�2 -oo 2�•'4r , 00 TL •'�� \ - '� \N ' \ �� a �/ ��� �''- o PERMITTED BUILDING s u, -- , k t\ �\ � ,:. $ PER RESTR CTION ENVELOPE AREA GAS METER 4 CLEAR ouc \ 0 4 � � /t \ RAZE EXISTING BUILDING \ x _ . z+ 1.75 ACRES 7 PROPOSED b �� 4, � % t A\ ELECTRIC -OAK 8- 'E. (I\ \ \ ' - QQ�o o y 2 .- SET6ACK r O P ,. OOp ti GENERATOR - ,_.. ��� c BA�K E�- ELECTRIC METERS oaf `P PIME r- •3 _ O ?\-� _ S��SZ`TE coASTA� 22.OX 2 \ WORK LIMIT LINE AND AUTO SWITCH �' W/ SILT FENCE - ---. -- -•<._. Rom.\ RAZE EXISTING PROPOSED F s �.�_ .� ?2. ' 22\ BUILDINGS /� C S ELECTRIC - TRANSFORMER '. 6 3' CLEARANCE ALL z�. W IN j .' "'. fi ��O PROPOSE PATIO- ` ----------------- I- I kr AROUND PROVIDED , 8 �'PI `' " ,7 NE 3 ,{•W PINE PROPOSED FENCEy� �'F �`Y' PI mvdm' OA ong -- _N PROP '.. , `,i , Od� __ / ,9•w PIN _ J�(.--- _-19�� �...�rr 44j ^•; "E ;,J-s PROPOSED RETAINING WALL M 44J Um 3 �, w �E y OAK fTYf POLE - - �Pa-�'" --_ — —•_ ��. • E ,a•-W-PINE__— _— — __-15" __— — .� �, •� 0)P Plot Alt OV _\/ �/� ,z wP$,E ° „m �iu�FK 79--�i' � E+�� vc __-- TO BE -1q— \7 \ — - -�—- - — �./ V , w E 3u ¢• € ( / �J� �S{ r — --REMQVED'' 3__ P`�--_—� 2 Cb- PI CIV O I;n,z P � � i i,17- �. PR_OP_OSED __ --- Fl � t{) >� / I O� --1- - � 1 7!` %- --16-�AOSEo- i _- _ AREA DRAINi_-_ Zot+e1 '; ---__ __-------- \ sr• �. _,o -2 i� gp,�� BQOF DRYWELL PROPOSED ---tea k ,1 ' /-14" _ _ - ---- _ 7 --- -:� FENCE 8 - ' ,' y ,-13 pc loll 1� CTI l 1 ' / EXBTI6PG MEADOW HABITAT TO REMAIN m \ 'THIS AREA SEE C.R. AGREEMENT i S TREES TO TO BE TRIMMED CIV /' / i TO 13± WIDE FIRE \ \ / ' i I ACCESS THROUGH DRIVEWAY / I 1 I NEW U.G. U1TLI ES \\ EXISTING OVERHEAD WIRES & POLES TO BE REMOVED _ AFTER NEW U.G. POWER IS I /N / /o /� i � �/ �� ii 10'f WIDE DRIVE i QONSTRUCTED. I d / TO BE RE-PAVED �J /ry /' �` IN KIND, W/ 3" BIT. MIX I . .�' OVER 12" RECLAIM GRAVE / l �/ WORK LIMIT LINE A` I W ,.../ W/ SILT FEN z CE 4- / _. IJ TOTAL LOT AREA: PU, �,; �/ ----- f` L BOX 8.83 ACRES J,,'' 0 76,31 ' NUMBERED WETLAND FLAG f- j (TO„C P / i i BY PEGGY FANTOZZI, 1999, I� N 83'12 03 L�'� i x / RESTAKED AND VERIFIED BY � DICE. INC.4/2011 IN CRITICAL � AREAS, TYP. IQ4 - X /' � � / , /• � I� UNREGISTERjFD PAR.t;EL � "? (PLAN BK. /304 PG! 4) / x, - - NATUAL (DEED BK. /4028 P61 60) � // �� i �/� SHOULDERCOUNTRY DRAINAGE OE O REMAIN (NO BERMS ALLOWED) / ! MATCH EXISTING GRADES AIL' �' ;` ' � 5 I -% / 136,53 TO CbMp �\ ' I SLIGHT REGRADING HIGH SID I LINE • 3 S �°31 53 \ ! i � 1 x SHOULDER AS REQUIRED BY E _ 151 f 1 i ` DRIVEWAY RECONSTRUCTION I � 4- AND UTILITY INSTALLATIONAp Cj \\ — — \ FLOOD ZONE All (EL I OVERHEAD WIRES P91-ES' \ 8 ,Ft000 ZUWE a\\ --------- TOE REMOVED \ \._. � -�-- _REPLACE POSTS & SHA -- N.f _ \-\- - I W7_NEW-MOTORIZED GATE p 0--- -�-- -PROPOSED-EDGE�-_ . _ - - \ PAVEMENT AT ENTRANCES �. i\��TE POST - �. ----- 'r '---- -- -1 2- -�-_a_ p�G N \j�J !w `: _GATE POST- �x EXISTING------ PAVEMENT E 1 TO BE :4 �-� U \ REMOVED Lei i 74, AvE _ 45.5 Jl �``� � 1► / ,W-- — s EA T°wN ° Z�w All COORDINATE WITH SERVICE 1931 SITE i o WATER DEPT. 40, PUBLIC = 01 OF LAND IN N 0�3 BARNSTABLE (OSTERVILLE), MA / / #470 SEAVIEW AVENUE / BUILDER: / Sam Soderholm PREPARED FOR Soderholm Custom Builders, Inc.ATTN: Sam Soderholm PETER A. WALTER 28 Leach Ln. Natick, MA 01760 DATE: JUNE 2, 2011 (p) 508-650-9880 REVISED: AUGUST 11 , 2011 (HOUSE CONSTRUCTION DETAILS) (f) 508-650-9881 www.soderholmbuilders.com Scale: 1 40` LANDSCAPE ARCHITECT: 0 20 40 60 80 100 FEET off 508-362-4541 fax 508-362-9880 GREGORY LOMBARDI DESIGN `- j"°�"� ���"oFMgss 'r 4� Rssq�, downcape.com CIVIL ENGINEERING: fJAIVIEL ti DANIELA. INCORPORATED / �� ; � ;, £/li €r r , down cape engineering, inc. `'(J 0 oJA� 4 down cape engineering inc. '� OjALA W CIVIL C , 2235 Massachusetts Avenue 939 Route 6a n No.4660 civil engineers Yarmouthport, MA 02675fit ' �� T , � land surveyors Cambridge, MA 02140 � 7t�NA 939 Main Street ( Rte 6A) t: 617.492.2808 t:1-508-362-4541 v � rARMouTHPOR r MA 02675 f: 617.492.2904 f:1-508-362-9880 DATE DANIEL A. OJALA, P.L.S., P.E. www.LombardiDesign.com www.downcape.com SHEET 1 OF 3 11-011 SODERHOLM.DWG DCE #11-011 BUILDER: Sam Soderholm Soderholm Custom Builders, Inc. LEGEND OWNER OF RECORD ATTN: Sam Soderholm U' PETER A. WALTER 28 Leach Ln. No UTILITY POLE 57 DAMIEN ROAD WELLESLEY, MA 02481 Natick, MA 01760 ON I an. � n GUY WIRE _ _ � S SEPTIC MAN HOLE COVER (p) 508 650 9880 0 REFERENCES (f) 508-650-9881 WWW.SOderhOlmbUllderS.COm PROPOSED FENCE �Oc WATER SHUT OFF VALVE LAND COURT CERT #193707 LAND COURT DOC. #1,161,031 020" oA HYDRANT LAND COURT PLAN #17413-A LANDSCAPE ARCHITECT: 1 Y DEED BOOK 25284 PAGE 105 PLAN BOOK 304 PAGE 4 GREGORY LOMBARDI DESIGN -II- TRAFFIC/STREET SIGN SEE NOTES OTHER PAGES. INCORPORATED pk I ��d Ccg I N� SINGLE POST SIGN CB4 % �U'. c� DOUBLE POST SIGN GENERAL NOTES. APPLY TO ALL SHEETS 2235 Massachusetts Avenue RIM 3.0 ' Cambridge, MA 02140 INV. 1s q/ , ? 1,11 g LP3 - - - - - 0-�---�7 FENCE a t: 617.492.2808 RIM EL.23.5 i / 1 . THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS INV. EL. 18.5 I Me APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING f: 617.492.2904 % �� ' s '` i , / 0 MAILBOX CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE www.LombardiDesign.com "% / - OVERHEAD ELECTRIC LINE fi _ 1-888-344-7233 AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. CIVIL ENGINEERING: ti9 / / I „ p� W UNDER GROUND WATER LINE 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS g5 PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGULATIONS down ca a engineering, inc �1�%;;� � %ham E - UNDER GROUND ELECTRIC LINE p . / , L AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD 939 Route 6a / SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. ,- _" 23 8 � G - UNDER GROUND GAS LINE / Yarmouthport, MA 02675 8" W PINE GARAGE / `� f % !"{, .. \ I SLAB=24.0 RD- ROOF DRAIN LINE 3. NOTIFY ENGINEERING DEPT. FOR INSPECTIONS OF ANY PUBLIC ROAD WORK. t:1-508-362-4541 / / ROAD OPENING PERMITS MAY BE REQUIRED. CONTRACTOR RESPONSIBLE FOR ALL PERMITS. D - DRAIN LINE f:1-508-362-9880 ' / �oi�lAun�� nl Ir S AD �o 7� u 4. ALL WATER WORKS MATERIALS AND WORKMANSHIP TO CONFORM TO C.O.M.M.F.D.W.D. www.dlowncape.com C83 '� P Y / RIM 23.0 PROP. PAVEMENT SPECIFICATIONS AND REGULATIONS. COORDINATE ALL WORK WITH THE DEPARTMENT. / INV. 19.0 jOF / O y'Y O w PLAN IS SUBJECT TO REVIEW AND AMENDMENT BY THE WATER DEPARTMENT AS REQUIRED. 0. GAS METER 5. SEE LANDSCAPE PLANS FOR CONSTRUCTION DETAILS OF LANDSCAPE ITEMS. PROPOSED 2 00 SEPTIC TANK CATCH BASIN 1 Z DUAL COMPARTMENT udf � ' AK LEACH PIT PROPOSED LP4 NOTE: MANY ITEMS TO BE DEMOLISHED ARE NOT SHOWN DRIVEWAY \ 24.OX I / p�GN RIM EL23.3 (F&G) -24 EXISTING CONTOUR ON THIS SHEET FOR CLARITY- SEE SHEET 1 FOR Q� \ \ - Q INV. EL. 18.5 p BUILDINGS, DRIVEWAY, TREES, UTILITY POLES, SEPTICS, a 24 PROPOSED CONTOUR ETC. TO BE REMOVED/DEMOLISHED. PROPOSED \ X21.g PROPOSED GRADE HOUSE D '�` U) PROPOSED SEPTIC eb LP2 \ / - - V. 21.4 FF=25.5 LEACHING FIELD F RIM EL.22.3 23.5� / o 68' X 30' O V. EL. 16.6 DO 2,040 SF °° / O � a N • -1 SST1 \ 4 c65 / NV. 19.3 �n �A 6 DIA.SCH40 PVC / O ®_� i Wei H D EQUALIZER PIPE , RD �-_ RD ___ '5 BETWEEN RISERS / 1 \ R INV. LEVEL AT 22.0 / 5 SOIL REMOVAL REPLACE WITH SOIL MEETING 6" t4'' E .0 \\ 0\ �� pFzG�' o / / / `f' 310 CMR 15.255(3) - . - SEE SOIL LOGS // �' 2 ' zce2 �� /� \ \\ 0\ \ J, ?� y _ "P./ RIM 21.0 / I\ \ _ _ _ O 1 y� \ 100% SEPTIC RESERVE / 21.2X H 2,040 SF AREA I ; ` / / 34 OAK \ \ �' 4 /CB5 PROPOSED TREE TYP.) (NO STRUCTURES ALLOWED) I �' �� \ �c� oo ' RD -�® ININV. 1s.3 SEE LANDSCAPE PLAN PROPOSED POOL FENCE 23 - I: .:•:•. s' � N P SERVE AND PROTECT LARGE OAKS \) �' o �'� / iI LPS / •\' .•:•.•:•.:•:•.•:.•: :.•:•.•:.:.. . 1 \ \ / tJ O RIM EL.22.9 (F&G) .. ........ .:.. :.1 1 I \ / \ O II INV. EL. 17.9 VTH .. tr PERMITTED BUILDING ENVELOPE AREA Rr'p GAS METER 4 CLEAR VN PER RESTRICTION �� p 1FF 24" K/ 1' 1.75 ACRESLA 0+ " ITE PLAN / H . ...... ..� HA pcT 23 SETB�_ \ PROPOSED \ - ELECTRIC a _ih _ .:.: 1 1 \ T C -EACHI - A� BANK 22.OX GENERATOR P 1 " _�' - S � �TE COAS WORK LIMIT LINE OF LAND IN A :r T2 ELECTRIC METERS �� I = . :::1 - °a, 23 / _ \ (00 OF o �, W/ SILT FENCE AND AUTO SWITCH I ::..: .:::::::::: ::::::: , >Nv-2o.87 o _ o- - - - BARNSTABLE (OSTERVILLE), MA LAWN AREA 2 dine / 2 BENCHMARK: /' \ ZPRp 2.OX E SPIKE SET N l2 \ , NQT P Nj EE P MAPS A �� ELEV. 22.74' '9 �� .I / \ • � ZONE C i FROM \,,Illp,,/I VENT 2z PROPOSED PATIO, _ _ _ / , \ / . , - - F a�e �S #470 SEAVIEW AVENUE PROPOSED I> OAS -r o , _ 22 / V\po'D Z ' W PIN BENCHMARK: �l` l ��iiiAuul�� I / W -n6�-o / - - - - - - PREPARED FOR ELECTRIC / luari'' NAIL SET IN - j \� u�ii y/ RI ! E%y 0 ���� � � / � � - - - - - - - ' � � - _ �� ��`9.Ji / TRANSFORMER - " W PI PAVEMENT % �c,��<" �'o / - _ _ - 2 i, i a / �� r / 3 CLEARANCE ALL s����, � = ����inn I E E ," 'o fi �s" v� PI ELEV. 19.78 _ AROUND PROVIDED / I NE �' - - - - PROPOSED FENCE ' i IMN0o�� G.--- / ,l 9 �14" W P I N E \> 2 i / OA - - ' - - - _- - - - - PETER WALTER OAK / - RM , / - T.W._ - - - - - \ A. o l Il iii, _ gE / cy / _ , 68 GG oA - - �6 p / 18" PtN>`/ - ' / _ 1 _ _ �-- PROPOSED RETAINING ALL BENCHMARK: / Ally /�i�iAAll��� W PINE _3_1 3 PI / / ~-.\PIM EL.19.5 / 1�- "W PIN1 - / IN�i• EL-1,1�_ �/ - x- , . , - - DATE: JUNE 2, 2011 CENTER TOP / E �' .1 - - y� M EL.19.0 F - _ = _ , , _ \�\ i LC BOUND / /E / ' _ .`�?-��. :> - I'�% -1 6 - - gP - REVISED: AUGUST 1 1 201 1 (HOUSE CONSTRUCTION DETAILS) ELEV. 22.58' -�E OAK Sblur; _iAK_ �STON� - - - _ - - . - - - - - _ _ / �i a iii ,. / �� � AK / / ' ' C- - W E /ELOPE _W1-W-MN1 E� 1 / /- \ OAK \ illiii \� Nlldiio, / / /AKA AK ,< / _�-� _- E- OAK - _ - _ _ _ _ ' ,1 4 �Iplll 8,> P11� = 10�P PII)IE / j CBt - / , _ _ - _ - _ - / �� of Ass » , I IIIIIii - / '" RIM _ - „ - - / 1� 399. 3 / / /''aqi�(� T i o�� qc�G Scale: l = 20 1f W NE % I��ANI,rl��°��yall / / i, 19y0 � _ � / / - - - _ - - _ _ _ - _ - _ - Gnu \ ��RIII\�� - / _ - _ �1 �C / DANIFiLA. N A '�E5 "WP P Eii �0r,,W PINT jll , \o IlfHii j 1 \ / - - - 0 10 20 30 40 50 FEET / o o OJALA / CIVIL _ b` - - / / - - / /i - - - o - - _ N� '" / _ - No.46502 lll = ii�iP�l r�iRlis�iAiAlm��� �/ / /� - - - - - _ _ - - - _ _ - - FLQOD , - _ _ _ - - c� FG, �,ti '� --��il�u�1� / - z - - / /i/ / / - PROPOSED A�� / _ sY �* off 508-362-4541 � �dR PINE �'<� / i OPOSED �� / / - _ _ - _ - 1� OZONE!1 - - _ - _ - s vNAI N GATE _ / / / - �R1=f�-D1A1N�- - _ --�80 , , - / / / / , _ _ - _ _ fax 508-362-9880 �/ ROOF DRYWELL / / / - - - - r�, �tt�a�Mgss�c s • downcdpe.com Top _ _ _ _ down cope engineering inc /� P - ( ) _ - _ -8 ' / 27� ; �ANIW �r , a • CJ NV. EL. 5- G - / _ 4 A. r - _ co � � / , , G � , , _ - - - _ �j _ - _ - - - 1- _ _ _ - - �a cJAlA 502 civil engineers PO - \_14 9 /1 / l / E 1 4 �� - / / - - - _ o- / / / - 80 3.73 µ r land surveyors PROPOSED - - q Q _ - - - - - - . FENCE J // ,1 � � � �.�� / / / �� -� - ���'0 - - - - - - - , -6- - ' / / / / �28.12 .01 1 � U 939 Main Street ( Rte 6A) _ - V`�� / / � � % YARMOUTHPORT MA 02675 1 P , � 1 _ _ 8.38 �� - E �/ '` // ,11_- / � / /j ,� , - � . � - , - - _ - - _ , , - , , / /, DATE DANIEL A. OJALA, P.L.S. SHEET 2 OF 3 DCE #11-011 SEE SHEET 1 11-011 SODERHOLM.DWG SAW CUT EDGES TO OBTAIN CLEAN FULL THICKNESS ELEV, ELEV. ELEV. ELEV. SYSTEM DESIGN. BUTT JOINT ON EXISTING BASE AND REMOVE OLD PAVEMENT TO PROVIDE A STRAIGHT EDGE. Ol Q 4 4 (� ELEV. ELEV. C ELEV. [D� ELEV. p" 21 .9' p" 22.1' p" 21.3' p" � 21.9' 24' `�Lf' 24.3' � 24.7' �/ 24.6' NO VARIANCES REQUIRED FROM STATE OR LOCAL REGULATIONS. - - - - 0 0 0 0 STREETS, DRIVEWAYS LAWNS AND A A A A GARBAGE GRINDER IS ALLOWED AND WALKS CROSS COUNTRY FILL FILL FILL FILL LS LS LS LS NOTE: SINGLE FAMILY DWELLING WITH ACCESSORY STRUCTURES, NUMBER OF ROOMS BITUMINOUS PAVEMENT EXCEEDS 8, SO PER TITLE 5 TOTAL ROOMS DIVIDED BY TWO AND ROUNDED DOWN 3.0" BASE, 1.0" TOP CLASS 1 MDPW TYPE 1-1 12" 20.9' 12" ' 12" 20.3' „ 10YR 4 2 „ 10YR 4 2 19 ROOMS 2 = 9.5, SO 9 BEDROOM DESIGN FLOW PROPOSED. (ALLOW GRINDER) EXISTING PAVEMENT LOAM & SEED PER SPEC. 21.1 12 20 g 1 p 10YR 4/2 23 2 10YR 4 2 / / A A A A 6 23.8' � 24.2 6 24.1 ' B B B B DESIGN FLOW: 9 BEDROOMS ® 110 GPD = 990 GPD , o°° o°, o°, LS LS LS LS /\\°0 00 00 0 �\ LS LS LS LS USE A 990 GPD DESIGN FLOW 12" COMPACTED GRAVEL >//\ o v°d�°d \\\ 10YR 2 1 1 OYR 2 1 1 OYR 3 1 10YR 2 1 BASE COURSE j�\� o°o0°Oo0°Oo \ „ / / » / / REPROCESSED ASPHALT GRAVEL \\ Co°oo°�,,°° 14 20.7 14 20.9 14 20.1 14" 20.7' 3090 10YR 5/6 21•5' 10YR 5/6 10YR 5/6 10YR 5/6 SEPTIC TANK 1: 8 BEDROOMS X 110 = 880 GPD, GRINDER SO DUAL COMP. REQ. °oo 00 00 EXCAVATION- EARTH OR ROCK E E E E C 1 1ST COMPARTMENT: 200% X 880 = 1760, USE A 1800 GAL COMPARTMENT. NOTE: jj\% ALL ROCK EXCAVATION AND STONES FS MS FS FS PERC , 2ND COMPARTMENT: 100% X 880 = 880, USE A 1000 GAL COMPARTMENT MAINTAIN MINIMUM 5' ;�\\ LARGER THAN s" SHALL BE M/CS 34" 21.5' 32 22 32" 21 .9' i// . •\ DISPOSED OF AND REPLACED WITH 10YR 5 1 » 10YR 5 1 » 10YR 5 1 10YR 5 1 „ X 110 = 220 USE 1500 GAL MIN. SEPTIC TANK FROST PROTECTION OVER .� \\ APPROVED EXCAVATED MATERIAL / 16 / 16 / / 102 2.5Y 7 2 15.5 ST2 3/2=1 BEDROOMS 200% (MIN.) i\/ 16 , , /` CROWN OF WATER PIPES �//\/ �\` OR GRAVEL BORROW. 20.6 20.0 16 ' LEACHING: 990 GPD X 150% (GARBAGE GRINDER) /0.74 GPD/SF = 2,006 SF REQ. i/\\j/ \\ 20.8 20.6 �j\�j USE A 30' X 68' LEACHING FIELD = 2040 SF > 2006 SF O.K. COMPACTED B B B BAPPROVED C2 C C C BACKFILL //\\/ \\ LS LS LS LS 10YR 5/6 10YR 5 6 ' LS M/CS M/CS M/CS \\ \` 60" / 16.9' 60 / 17.1 50 10YR 5/6 1OYR 5/6 17.6' 114" 14.5' PERC 17.1 52 2.5Y 5/2 2.5Y 7/2 2.5Y 7/2 2.5Y 7/2 C C C C X\%/ \\ PERC MS MS PERC MS MS M/CS 2.5Y 6/6 2.5Y 6/6 2.5Y 6/6 2.5Y 6/6 0°oo° , » , , » , 2.5Y 7/2 » o 120 11 .9 120 12.1 130 10.5 132 10.9 126 0 PIPE O.D. 13.5 13.8 MA 12' MIN. /\\// \�� CAREFULLY COMPACTED ' 126" 126 14.2 126 14.1 ' �\/\ 8'MAX 12"MIN. \' SELECTED MATERIAL OR NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED APPROVED DATE BOARD OF HEALTH \//� 9"MIN. GRAVEL BORROW FILTER FABRIC (IF REQ'D) 0° \\' 1/2 O.D. 2'-10„ oao$ a doad•a�a TEST HOLE LOGS co TEST HOLE LOGS REPLACE ANY �\%j �o°o o°00 00°0 00o bo� \\ CAREFULLY COMPACTED o° oa° 000°° .°ooa °o ° ° BELOW GRADE EXCAVATION \\\ p°o 000 000 00 0 00 0 00 0 00 0 00 0 00, oo SELECTED MATERIAL NOTE: NO GARBAGE GRINDER PROPOSED IN BARN OF UNSUITABLE MATERIAL WATER LINE r�// °��o°o°ooOo 00 0 0°<0�o�o°"Oo°O�oo \` A. H. OJALA, PE /\\ 000•° 000 0 0 °o a \� s" MIN. ENGINEER: D. A. OJALA PE WITH CAREFULLY COMPACTED r / °� °o 0 0 0o moo BARN MINIMUM .75' OF COVER OVER PRECAST \/\ o o ,off , \\ 26" ENGINEER: NE 12TEDFMS TMAIXL \�/i\/�//<//\//\// \ \\ \\��' WITNESS: DON DESMARIS, R.S. TOP FNDN. AT EL. 23,0 CAST IRON COVERS TO GRADE ON OUTLET TEE \r\\��\\/\\/ \\\\��` WITNESS: DAVE STANTON, R.S. DATE: 7/28/1 1 INLET PRECAST ACCESS COVER TO WITHIN 6" OF FIN. GRADE UNDISTURBED FIRM MATERIAL UNDISTURBED DATE: 1/21/1 1 2'� PRECAST H-20 ROCK SURFACE < 2 MIN INCH RISERS (TYP.) [22.9] PERC. RATE = PERC. RATE _ < 2 MIN/INCH s" HIGH CASTING EARTH TRENCH ROCK TRENCH CLASS I SOILS P# 13358 EWEJ- 8 1/8" I P# insul to line t.: ;• 13184 CLASS SOILS ST2 TYPICAL TRENCH SECTION 24" \2'0.6 10" 1500 GAL H-20 TEE TEE 20.41 ' NOTE: SLEEVE WATER CROSSING NOT TO SCALE IN 6" DIA SCH40 PIPE MIRAFI 140N 20 87' SEPTIC TANK (1% SLOPE) 10' CLEAR OF WATER SERVICE EA. SIDE 4' LIQ. LEVEL 4"SCH40 PVC MANUF. LTB105 BROCKTON, MA OVERLAP 12" 21 ' ACME OR EQUAL GAS BAFFLE .; WEIGHT: 430 LBS FABRIC OVER DEPTH OF FLOW = 4 MODEL: LT 105 ( 1% t SLOPE) _ » TYPICAL ACCESS COVE R 12'0 SLOTTED H-20 y •• •' "' INLET DEPTH - 10_ CORRUGATED HOPE PIPE �O „ AD75N 1'5" DOUBLLEAL OUTLET DEPTH = �4- SCALE: 3/4" = 1'-0" LABEL SEWER OR DRAIN AS APPROPRIATE WASHED STONE 86' D' BOX SEE BELOW 331/4" 3' 6" CRUSHED STONE OR MECHANICAL COMPACTION. (15.221 [2]) *THE INSTALLER SHALL VERIFY THE 2a 1/a FOUNDATION SEPTIC TANK ST2 LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND 3' ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM MAIN HOUSE CAST IRON COVERS TO ,GRADE ON OUTLET TEE AND DBOX, OTHER MARK THE 4 CORNERS OF THE ❑�❑�❑0❑�❑�❑ TRENCH CROSS SECTION LFIRST FLR. 25.5 CONCRETE ACCESS COVERS TO WITHIN 6" OF FIN. GRADE LEACHING FIELD W/ 18" OF ❑0❑LOL❑0❑0❑, Nrs #4 REBAR W/CAP SET 4' BELOW INSPECTION PORT o 0 0 = 0 0 CLEANOUT FINISH GRADE ',A 910 OR EQUAL 0 0 0 0 0 P 4" VENT WITH CHARCOAL FILTER �A a o 0 o a o �` ❑ ❑ ❑ ❑ ❑ ❑ CAPE COD BERM MAIN HOUSE 23.0' FILTER FABRIC 2�'LOPE 4"PEKE. PIPE TO SAND M N o o o o o 0 12"x 3" TOP FNDN. AT EL. 24.0' MINIMUM .75 OF COVER OVER PRECAST MIN. 22.2' TOP 20.0' ❑ DEDI EK] 3' PRECAST H-20 FINI:iHED GRADE- 6" LOAM & SEED ❑0❑0❑0❑0❑0❑ OVER ALL STONE (TYP.)• a � MIRAFI 140N FILTER FABRIC H 20 SLOTTED H 20 RISERS (tYP.) MAX. 23.0 TYP. PRECAST 12'0 HDPE a"scHao ' z'� 4"OSCH40 PV .►� M o POOL HOUSE 4 ® 27 WYETI FROM RISER SLOPE PIPES LEVEL 1ST 2' TEE ST1 6" MIN. SUMP I �� \� 10" CLEAN F LI 21 .4 24" O 4" PERFORATED PVC 6' O.C. 5=0.005 -► O 1 1/4" 4 1/2" 2.0' (TYP. 2.0' ( P.) CONNECT ENDS AND VENT 21.0 , 19.68 21.09 24" TEE 00Oo°°°O0000,° UNSUITABLE ANY 2' +I 21.01 , TEE o �� 4"OSCH40 PVC GAS BAFFLE GAS BAFFLE 20'84� 000000000000 o FOURTH FLANGE AT BASINS 3/4"-1-1/2" DOUBLE WASHED STONE LEACHING FIELD ° �` WITHOUT CURB INLET 6"DEPTH �� MIN BELOW INV. SOIL PROPOSED C.B. TRAP 1800 GAL COMP. 1,000 GAL COMP. ' ' > ENCOUNTERED LO 1 g•gg 19.81 , \ ° A 19.32' /' (IF ANY) H-20 12"0 HDPE PIPE 4'-5" LIQ. LEVEL 4'-4" LIQ. LEVEL 19.65 LEVEL BOTTOM o /j ELBOW ' 4"SCH40 PIPE FOR 1000 GALLON \ / / / / / / /// /,/,/ i / 88" 24" PROPOSED a.: /,�/,�/.ter /N/.l`/\ANA �i 5' MIN. LEACHPIT H-20 CATCH BASIN AT 1% WATER TEST FOR LEVEL �i��/LY,\�i AROUND O O O O O O O O O O O D-BOX ACME DB-9 H-20 OR EQ. �� 66.7' 5' MIN.UNSUITABLE STONE 6'0X6'-8" SHOREY DEPTH OF FLOW = 4'-4 O O O O O O O O O O O LP1000H-20 OR EQUAL 5' I O O O O O O O O O O O BLOCK UP FOR 24" COVER TYP. REPLACE W/ O O O O O O O O O O O 18.82 SOIL REMOVAL EJECTOR PIT IN MAIN HOUSE INLET DEPTH = 0_ �_ WHERE SPECIFIED CLEAN SAND FOR POOL HOUSE SEE 6" CRUSHED STONE OR MECHANICAL DEPTH PER SOIL LOGS L 8" BASIN 4'I.D. H-20 MANHOLE 8.3' '~ 4 1/2" WITH 3' MIN. SUMP, ECCENTRIC FLAT TOP PLUMBING IN DRAWINGS OUTLET DEPTH = 14" COMPACTION. (15.221 [2]) SECTION A-A VENT PER CODE 3/4" - 1 1/2" 6" WASHED STONE UNDERNEATH 10.5' (BOTTOM TH 3) 3' X 3' LEACHING TRENCH BETWEEN STRUCTURES ST1 NO GROUNDWATER FOUND WASHED STONE (TYP.) STRUCTURE 4' MIN AROUND PIT ONLY WHERE NOTED, SEE SECTION VIEW ABOVE 1 % SLOPE) MINIMUM FRAME WEIGHT: 3-FLANGE - 233 LBS. ( 2 p% SLOPE) 0 5 % SLOPE ( 4-FLANGE _ 285 LBS. DRAINAGE CROSS SECTION 3000 GAL H-20 ( ) MINIMUM GRATE WEIGHT: 210 LBS. FOUNDATION -66' FOUNDATION 15' SEPTIC TANK 97' D' BOX 33' LEACHING FACILITY PASS AREA: 249 SQ. IN. NOT TO SCALE 7'X17'X6.5' SEPTIC PROFILE FRAME AND GRATE PROVIDE PVC AREA DRAINS IF LOW POINTS REQUIRED ill = 11- 0" AROUND HOUSE SEE ALSO DRAINAGE DETAILS MANUF. LeBARON, BROCKTON, MAm*hHEET BUILDING DOWNSPOUTS 6" LOAM & SEED MODEL: LF 248-2 ALL DISTURBED WEIGHT: 480 LBS DETAIL AREAS (TYP,) 10" 2'STONE SON I T E rrmmnlw L A N APRON MDPW TYPE 1-1 BITUMINOUS CONCRETE ASPHALT / /\°\ \ 0000 /\//\\ \//\\,�j\�/\\//\\//\ OF LAND IN NOTE: GRAVEL BASE TO BE COMPACTED 1 1" TOPCOAT 3" BINDER COAT GRAVEL EXTENDS \ WITH 10-TON VIBRATORY ROLLER COMPACTOR rL MASS DPW M3.11.03 6" TO 95% MODIFIED PROCTOR DENSITY. I 4" TOTAL THICKNESS AFTER COMPACTION EXISTING GRADE 1% CROWN 17. CROWN OR SUPERELEVATION 30" MANHOLE COVER "ELECTRIC" BARNSTABLE (OSTERVILLE), MA I-III-III=I ( I I I I I ' 4" ROOF DRAIN #470 SEAVIEW AVENUE 6„ GRAVEL_EXTENDS 6" 12" RE-PR CESSED ASPHALT GRAVEL M1.11.0 SPEC. _ .. .. TO DRAINAGE STUCTURECTURES AT 2% MIN. 1 4.0'X 4.0' CONCRETE WARNING TAPE OVER GAS NEW COMPACT SUBGRADE PRIOR TO SPREADING GRAVEL OVER VAULT ® 300' O.C. 1 TRACE WIRE GAS UTILITIES TO BE BACKFILLED IN 12" MIN. LIFTS z NSTAR APPROVED PRECAST ONLY PREPARED FOR Z BESIDE oM SERVICETO 95% MODIFIED PROCTOR DENSITY. VERIFY LOCATION SHOWN WITH ROOF DRAIN SECTIONS 1 O NSTAR PRIOR TO SETTING ` - - - - - - - - - � - - - - - - - - - - - - -I I 4" NOT TO SCALE PETER A. WALTER 1 APPROX. EXCAVATION LINE I I WARNING(TAPE I 12" PVER 12" X 3" I I CONDUITS I CCBERM2011 1 4.0' MIN. 6.0' MIN. INDICATEDLYERE DATE. J , I I I I NOT ON MAJORITY OF ENT. DRIVE) PRIMARY ( REVISED: AUGUST 11 , 2011 (HOUSE CONSTRUCTION DETAILS) o I I I CATV & TEL. 4" SCH. 40 CONDUIT " j PRIMARY 4' COVER MIN. TOPCOAT MASS DPW 1 v J & COMMUNICATIONS L O TYPE 11 2'TWATER SERVICE MISC. CONDUITS .:, . ..• 3" BINDER BIT. ASPHALT 41N OF Mq TO C.O.MM.F.D. WATER DEPT. SPEC'S TO SIDE •• OF » off 508-362-4541 WATER RUNS TO MAIN HOUSE METER 12" HORIZONTAL CLEAR IF IN CONDUIT TO BE CONCRETE ENCASED �`��jN MgSS�c. ���� DANIEL cyG Scale: 1 = 2p fax 508-362-9880 OUTBUILDINGS OFF SAME METER AT DRIVEWAY CROSSING o 0 0 0 0 0 0 0 �v� ��` =`i I SAME TRENCH AS PRIMARY o 0 0 0 0 0 0 0 0° o° o DANIfiLA. Jm A. downcape.com (CAN FEED BACK IN SAME TRENCH TO BARN) 24" MIN COVER ON MISC. CONDUIT DUE TO PRIMARY SERVING ONLY ONE °0°°000°0°000,,0 0 0 o OJAL.A -•A �� OJALA u TRACE WIRE REQUIRED ON ALL PIPING. HOMEOWNER, CONCRETE NOT REQUIRED © CIVIL m �3 No 409£30 0 10 20 30 40 50 FEET down cape engifteering iac. DRIVEWAY UTILITY TRENCH S ECTI 0 N WHERE RUNNING UP PERSONAL DRIVEWAY 12" REPROCESSED ASPHALT GRAVEL N0.46502a � 6" LOAM & SEED MDPW SPEC. VIB. ROLLER COMPACTED • A 4 ��0 e``� ( civil eng'/neerS NOT TO SCALE ALL DISTURBED AREAS REMOVE TOP & SUBSOIL COMPACT SUBBASE FSS� lane surveyOr$ (TYP.) NOTE: ALL FILL TO BE CLEAN SAND & GRAVEL -1,` \� j 939 Main Street ( Rte 6A) COMPACT IN 6" LIFTS TO 95% MODIFIED PROCTOR DENSITY YARMOUTHPORT MA . 02675 WITH VIBRATORY ROLLER. DATE DANIEL A. OJALA, P.L.S., P.E. PAVEMENT CROSS SECTION SHEET 3 OF 3 DCE #11-011 NOT TO SCALE 11-011 SODERHOLM.DWG