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HomeMy WebLinkAbout0208 ELLIOTT ROAD - Health OrF48 -057- 003 Elliot Road erville F// 5 M E A 6 No. 53LOR UPC 12543 smead_com - Made in USDA d� �� F !ate No. --- --------- Fee-------- ------------ BOARD OF HEALTH TOWN OF BARNSTABLE i� Applicat ion-*r Well Congtructionpertnit pplic tion is hereby �),mad for permit to Construct ( Alter ( ), or Repair ( )an individual Well at: ------------- - L�/., — -- ---- �� 7 3 Location — Address Assessors Map and Parcel----------------------------------------------- ----- ----- —--------- 0 er Address q� ----------- ------------------------ - ---------------------- -------- - --------------------- Installer Driller -- dress Type of Building 'el- a 1k177 Dwelling------- -G- - ----------------------------- Other - Type of Building---------------------------- No. of Persons--------------------___—__—__________ Type of Well- --C.A�e�✓- .- ----- -- - Capacity--- - / -�f - Purpose of Well - -°- `� 1 �v'-'------ Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private W 11 Protection Regulation - The undersigned further agrees not to place the well in operation unt' Certif' at o pli ce has been issued by the Board of Health. Signed --- Q - - ^��ad -- ate /d ---- ------- -- f/� �Application Approved By- _ Application Disapproved for the following rea s:--------==-------------------------_____ -___-_________________ ----------------------- - ---- — - ------------------------------------------------------------------------------------------------- date ' 1 Permit No. --- - Issued -------------------------------------------- —date------------- --- - --- ---------- date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of Compliance THIS IS T90--GER FY/ hat the In ividual 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. DATE-------------------—- ---------------------------- - -- Inspector----------------------------------------------------- ------------ No. ---- - ---------- - Fee------- ------------- BOARD OF HEALTH TOWN OF BARNSTABLE Applicat ion Ar Melt Cootruct ion Permit Appli ation is hereby made fo a ermit to Construct Alter ( ), or Repair ( )an individual Well at: Location — Address _ Assessors Map and Parcel — 3 ----- ------------------------------------------------------------------------- r -- O ner Address L Installer — Driller ddress Type of Building y � Dwelling-----— -- - - Other - Type of Building ---_-------------------------- No. of Persons---------------------------------- - -------- Type of Well --:------- ------ - Capacity--- - /5--�y---? -f - - - -- -µ Purpose of Well----=-�'e'e•6 -- � ---—- 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 Cert' 'cats of pli ce has been issued by the Board of Health. Signe - - ------ - Q - --- -- -- Adllo Application Approved By- - ' - 4-1 - t date Application Disapproved for the following rea ns:-------------------------------- ---------------------------_-------------___--- -----------------------------------——__---s - - --- - - - - ---------------------------- --------------- --=--------------- -- date Permit No. =- !t - - ------ _ - Issued -------------------------------------------------- -= date o----------------------�--- -------------------------- --- i BOARD OF HEALTH TOWN OF BARNSTABLE Certificate (of Compliance THIS IS 10,.C-ER IF That the I ividual Well Constructed (Altered ( ), or Repaired ( ) by- .,,.. Installer at-------- ©—��- 'CL.G1 d 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. DATE---------------------------—------------------------- - -- Inspector--------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE r. ell Congtruct ion Permit e No. ---- --v-- ----- Fee-- ------------- �,�Q Wiz' Permission is hereby granted------------ ------------------=---------------------------------------------------------------------- to Construct er ( ), or Repag ( ) Indivi. Well at: ----------------------------------- street as shownon)t a con fo a Construction Permit V C/ �` x No. --------------- -------- ----- - ------------------------------- Dated------------- -^----- ------------------------ ---------------- --------------____ r Bar o Health DATE-- - - T �; ®D No. 0/19 07 A w ee -- THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: It PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Zipplicatton for �igo!AY �pgtem Cott�tructton Permit `o lApplication for a Permit to Construct M--"'Repair( ) Upgrade( Abandon( ) LJ°� Complete System ❑Individual Components Location Address or Lot No. l i ELG 1 d?7 9.> Owner's Name,Address,and Tel.No. e�� I�;2/-iv 7wcc Y f p-41 S 71&E -or Assessor's Map/Parcel d,A5_9- &Lld77 /Zl) T 8V.Y _,5- Cflu-1-ce-j, LZ6 v nstaiicf's Name,Address,anA4,No.�-�` /e� Designer's Name,Address and Tel.No. Type of Building: !sue {�G Yj Dwelling No.of Bedrooms 'ZLot Size Z 73 sq.ft. Garbage Grinder (Ali) ther Type of Building LLh�!`J� i4 No.of Persons Showers( ) Other Fixtures �/ C Design Flow(min.required) g7L) gpd Design flow provided gp Plan Date Number of sheets Revision Date Title �1s /�L�S�� � �%�/od Zvi ��l d�`T; ✓e'9 ✓�S Size of Septic Tank Type of S.A.S. Description of Soil d:5 Am �� 1 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the con/Envirotal maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Code nd to place the system in operation until a Certificate of Compliance has been issued by this Bo of H CtA I�� Sig a Date Application Approved by Date �31ZV Application Disapproved by: Date for the following reasons on 46Z �'Permit No. Date Issued — —————————————— v Fee ` T�HE'COMMbNWEALTH OF MASSACHUSETTS Entered in comp.er: Yes ry .P&BLIC HEALTH DIVISION' - TOWN OF BARNSTABLE, MASSACHUSETfTS, ZIPPYication for �Dftg o9;4r.*p5temc Congtruction PertWit` \O � 'Application for a Perntit to Construct_O/Repair O Upgg rade O Abandon( ® Complete System ❑Individual Components Location Address or Lot No. Q d �-� 1 d?7 9, Owner's Name,Address,and Tel.No. �� f Assessor'sMap/Parcel 7-3 a4 T7 lD 1'/Z4/97- �} Insta is Name,Address,an Tel_No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size % li/(b sq. ft. Garbage Grinder ((!p) i Other Type of Building(( 69 MAF No.of Persons Sho eteria.(�, ) Other Fixtures 4 Design Flow(min.required) �7� gpd Design flow provided g d Plan Date Number of sheets Revision Date o Title JV Vye GS1Xw,57,tPGFE`' _ Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) 4 Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Ep�. dnmental de not to place the system in operation until a,Certificate of Compliance has'been issued by this oard of�I�alt 1 (2.0'y SigFQ, Date Application Approved by (/// Date _ Application Disapproved by: V Date for the following reasons Permit No. Y Date Issued -.. s Y.� --. ----.---,--- - THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Itomypriance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed V ) Repaired ( ) Upgraded ( ) Abandoned( )by 4jC-Ar:._=&0g=t,*4•./r '� '���7�".` L�1 �79 �R.�7r1 LLB at o7.Q F e L/,l) 7- V 77P_V/L.C,a ha bee constructed�' acco'dance v with the.provis'•n �c3f Titl S,a�-rfd the for Disposal System Construction Permit No. '" dated Installe Ccx /i n,J Designer #bedrooms Approved desi flow gpd The iss ante of this pe ' it s'al not be construed as a guarantee that the system will funct� a designed. Date I Inspector (� —————————————————————————————— -------------- No. � � Fee— � —�- v THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS 3Digpogar *pgtem Congtruction Permit Permission is hereby granted to Construct (V ) Repair ( ) Upgrade ( ) Abandon ( ) System located at 52/6' C-19AI--F-9 V11_,(.-e , S . �. and as described in the above Applica ion for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the ing local provisions or special conditions. w.r Provided: Construction mus a om-Meted within three years of the date of this Date / Approved b ! r PP Y ! ,_ TOW.N F BARNSTABLE LOCATION ® C /!d SEWAGE#r VILLAGE oe41 1 Pi ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. ' SEPTIC TANK CAPACITYO� LEACHING FACILITY:(type) 4'cems,,- ` (sii 2 S X NO.OF BEDROOMS L4 OWNER PERMIT DATE: " 0, COMPLIANCE DATE: Separation Distance Between 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 A7o+�A(gyp) i _ ���--, G - � � `� � � ��� -� � � � �® �� � � � _ '�- � � . .,i' i e9 � \ � � - U -� ��.� � '; ti I = _ ;APR-08-2008 TUE 12:37 PM BSC GROUP YARMOUTH FAX NO, 5087788966 P. 04 Town of Barnstable Deportment of Health,Safety,and Environmental Serbices Dole 0 i 04,2 ov2 Public Health pivisinn 167,mvin street,Ilyannis MA 02601 eta 1 VABLTime D Fee Pd. f 56y. 91, Dolt:Scheduled G 1 U o L. Soil Suitability Assessment for Sewage,disposal Wllnesscd ov: ' Performed DY 7 4 lia's Norm, 44catI n Address Address / I SL Enpinaer's Na" 9 Aeseusor's Map/l'areel: t�/�5 /00 3 N6W CONSTRUCTION REPAIR Telcphate tl Slopes(5G) Sitrficc Stone---- — Land Use Water Well R i n possibic Wet Area _ft Drinking Dlslances oom: Opus wsler Body ft 1 n property Line 1---ft Other Drainage Way 1.elect leeallorts of toll boles d,Perc 1681e,loealo wetlands in proximity to I1010) S 'j C$;(Street none,dimensions of la / Z23 6 n� j7 ! j ......... i zSro .z. � � Depth to Bedrock Parent material(geologle) from Pit Fsw Dcplh to Oroundrrncr:Standing Wow In 11015: Wooping Estimated Scam,10 High Oroundweler s, m, h. :.,. In. Method lined; in. DcPill to sell mottles' R. peplh Obsarrsd slandinB la •hole: owndrrater AQluvlmont Depth le weeping boat elda of obe.holes�-- AN.rector A41.Orooadwotcf 4evel_. ,Reading Da16 lnderc Well loud .J.dex Well Observation o Time Big" _ Hole 0 Time Of 6" Depth of Perc Simi Preaoek Tlma End Presoak Rate MlnAnoh - 9tle Poled; _ Addlllanal TcsUng Werdcd(YM) Site Sollebilily Assessment Site Peeved Site on Dack-- observalion Solo pale To lie Coenp APR-08-2008 TUE 12:37 PM, BSC GROUP YARMOUTH FAX NO. 5087788966 P. 05 Ai �$� � y}.��yy�1r� � A• 4 tr (� �,�,.,r 3,,lAll' i Oio.m ul `ISF AI JiT�mG3'..r�. �� <£e? 4„p�r�.r3lr�ro d Sol rB.stones. Der eplb from Soll Ilorh+t Gott(USDA) Sol( olor , Mottling (SWolure,Slaves.Aouldcrab. (USDA) (Muos¢II) � Surlece(in.) .. _ 6= �,, L 5 N L 5 .o Yr r�� N jy. sR..,,r 2,5 c z,s .p 7/ .o I' t, eT A�'�s Depth from So Floc man oU 7esNro 50�1 Color (USDA) (Muoscll) Mo!iling (Structure,Stones,0oukdaret. Surl§ae(Ina ddII v ' S /o Y/' yly /�Un✓ ', 6z.GO'1�� L I+. yf, >3e_ L /-+�d-rR.'v --- �+ Kam wmmg ` -` S 11 H Sail vrlwn Soll Toaaur¢ SoColor Munscli Mottling (81nr:urc.Slaves,Bauldores Sorleov(irk) (USDA) ( ) muff( Y� firevel] i I Al i Giber Depih from Soll horY+on Sol l Tcrchue Snll Color Solt Surlbca(In.) (USDA) (h(unseil) Willing (St(u�iure,Sianet,Doulderas, ADovc 50D rur Goad bounbrp No__ Yer i r Town cif B i— s able IKE Regulatory Services Ar. � y�i "t`lirrrrr�s t+. Crc.ilt.r.,'Uircctr;►r I 1! R 11AM g ` o I'h<rnias /Icl ean, Director 100 NMI Street, ll;.rrtr7is, MA 02001 Qilic : 508-,9Q 16 tit, Fix: 50t;-790-6304 Date: 7/7/2010 sewage I'erntit"=___� �'a4essGr's i�Izt��ll'arccl v4�/�� Installer&.Desirrner Certification iTorrn Northern Sealcoating T}eslcrer: BSC GROUP, !NC. _ l,nsa(ler: Address. 349 <Roukc 8, Unit t D < ldress. 2 1 Car.;.11ewood Lane W. Yarmouth, NA 02673 Dennisporz, NA 02Z39 Gn w_a.... m �.....,. _vats issued a pernrit to irrst:H a (date) (installer) Septic Systern at `0 Elliot 2tiiC"c:7"..",+ Barnstable .11:t.`:l.d on a design drawn by (address) 00 8. ,. GROUP, YtiJq. dated, ?"e'?1 se "t/ ,.8/'201 (designer) � l ccrt l')- that.the septic systetn reicrenced above ivas instaNd substunticilly siccorhng to Me design, which imy include minor approved changes such as lateral relocation of tltc disiribuiion box and/or septic tank. stripom or required) was inspected and fire s%'.IIS were lbund satisiactoy. l certify that the septic sys nixel'erenced above Nws immiled whir intor cmnges (K .. greater Man 1 W lzueral relocad om of the SAS or and vertical relocation of any coinI»vent. ol•thc septic st+stern) but in accordance v0di State c, 1_ocal Reflulat ions. flair revision or certified as-built bV deSil.: ,--to follow. -Stripow Of require" 'uspect.ed and We alk; \Vere i<>urrd tisl4: — �+ Z? $RIAN G. G ,CeTL►JVA YERGATIAN naalfe°r s SignMurd) R� CIVIL_ ' S O H L '���� (,Affix Desi .. µ unp Flea;) PLEASE 1 f,"I` IRN To T3A:1N TALI PUBLIC.` HI.AL 111 DIVISION. Ci 11FIC.AT OF C'C)MPLtANCE WILL NOT BE 18,gJl D 1JNr1 l,.: BOTH T1,11.S FC 1*01 ANT) .A - 13t,11I.J.' CARD ARr REC EIVED ICY THE F3AI:NS`,'I'<ABLE PUBL,IC FIEAI. ,T,T DIVISION. THANK YOU. �'aalltri:ftrraz,�s�itus.tctirtiiict:ut�a�i'i�i��i,<st�<: Ii II �� �I;�' �I I�;Ijl�111 It �� !I. . EEMM EMM 111 i iil ( II I Illillll LEE L FH-H L EH r- Z0 �� I ' ' � II ; I � 'i,,il, i=FEB < = I I ! I tll : i ' ll ill I'I kh- 13 I III II � ' ® i i � . , e ' I i �l �'� lilil �i' ( ' ' ; il III ' lll ! I � llllilil � ll l � ll ! r noonIIII11 , @ J05 LOCATION: rn RIGAS RESIDENCE BAYSIDE BUILDING , INC , z% w LOT 5 ELLIOTT RD. > r- M 3 BAYBERRY SQUARES CENTERVILLE9 MA 02632 o g7K ELEVATIONS PHONE: 508-771 - 1040 FAX: 508-775-0155 n-------- I III, I;i - II II ' i I I IF LIM w I I I I I �i'� I ,li IIII I I I I I [It II I I 7'-0 1/2" 1 1 I i ' II � � I I I I � I , iilll I I l I � II ' I O C7 L JOS LOCATION, RIGAS RESIDENCE 9 N LOT 5 ELLIOTT RD. m 3 BAYBERRY SQUARE9 CEN'TERVILLE9 MA. 0263 ELEVATIONS PHONE: 505-77 1 m 1040 FAX: 505-775-01 55 0 Ip I� I I I I I I I I I I I I II j II Li I I eE I r--- 6'-6 112" -loll II I I I 8'_00 Eit M�t I �� II j j II II I I I II I—a II j I I I m � I I I I I ar E3 II I j E3 I II II I j I II 1� I I I � I_ j�� I j i IIII N � _ir, l�" 9 D —U O —6 I i I u i �i JOB LOCATION: m RIGAS RESIDENCE BAYSIDEBUILDING , LOT 5 ELLIOTT RD. w 3 BAYBERRY SQUARES CENTERVIL.L,E9 MA 02532 g ELEVATIONS PHONE: 505-771 - 1040 FAX: 505-775-0155 0 34'-011 28'-0" tm N 4'-0° 70 0® r W-7" 141-0" 9'-511 a 4'-7" W-10" N N' I' -4" 2663 W-411 -714 a TW 24410 - 2 oN m A TW 24410-2 a 30 I/8"X60 7/80 ° O O 5q 7/8"X60 7/8' a� 2668 z . k � A W DN T 4-2n A I 0 ® (3) TW 24410 � I o Rim ut 30 I/8°x60 7/80 h1 `• ,3 �—— .:.ra.ar.,s!a,t-�axxctaun, .,s.��..`s" +n, ',ru:'. � I i W I EQ afr D i lYi f —— 'a. .. o 7'-� O O ------------------------- SHELVE N s , ------------------------- ' ®� J -- — I Y I EQ I A L ip J — r N 0 0 (3) C12 LFR w 24 8/8'x24 5/8° Q N (3) C15 LFR `1' X w 24 5/8"x60 7/8" to (3) TW 24410 TMP to x N 0 30 1/8"x60 71W W 4'-011 � 02 � W 24 5/8"X24 6/8" 0 ri o 10 64 !EN Y L Ti 9 zo> zw> r T s i DLu >1rsr� N �_wx� -fat 3 STEEL SEAM ABOVE N r r I"—r z 41 V ir-z r9 r s's r m m� df� 31_111 41_0" 12'-0" J 10'-0" I'-11" 5'-01, 22'-0" 14'-0" l7 O L JOB LOCATION: N RIGAS RESIDENCE I 9 I NCO = LOT 5 ELLIOTT RD. W < m 3 BAYBERRY SQUARE, CEN'TERVILLE9 MA 0263 o -1 o PLANPHONEe 508-77 1 _ 1 ®4® FAX: 508-775-0155 41-711 141-011 q—5° 41-0° III N 31_On I IIIII I II !i 'I al I I I ICI 1 A N i P Ijt C12 L 31_011 9 ul 24 5/8°x24 6/ ° I ! 6 v 3i_00 I 7_1 171_2n _ m m ( ) TW 2446 T p, _ D 1 N G12 R 30 1/8°x56 7/8° all 5/8°x24 6 ° I i �� ®14 a = >< v A ( I i, w 61^8° N 41_O1, I I I � •d° —M TM 0) III 30 I/8°x56 7/8° II SHLV9 .1:: x1 e, _ n ' n M 1/ 5 4 1/2 J I o a I II' OD :1 I - ---- ' ® _ ®� I IIII (2} Tw 2446 ® 30 I/8°x56 7/8° x 41-0' I ibl_On ! III I! I 21_On ! 1 0 ~ 61—On 3116,11 - IIII II'' I Ij � IIiIII „�L� ; Q III I I C12L .I IIII 24 6/8°x24 5/8' I �W Y�N iliiil ' 02F ) III 10 v II , 0 24 5/8°x24 5/80 l !j i °� 'TI e� 3+ } C12R 24 5/8°x24 5/8° l l l l I I Cif IIII' I I i IIII•'lli , � I I _ IIIII � 3I , " 121-011 121-01' 101-011 22' " 14-0° JOB LOCATION+ m N RAGAS RESIDENCE BAYSIDEBUILDING , I = LOT 5 ELLIOTT RD. w m 3 BAYBERRY SQUARE,, CENTERVILLE, MA 0263 w PLAN EHONE: 508-771 - 1040 FAX: 508®775-0155 0 REVISIONS NOTTO SCALE SOIL TEST PIT DATA.- 1 /8/02 SEPTIC TANK DETAIL: 1 ,500 GALLON DISTRIBUTION BOX ,� DETAIL. LEACHING TRERtH DETAIL: NOT TO SCALE NO. DATE DESCRIP110N N NOT TO SCALE /0 NATURAL NO. OF OUTLETS 40 PERF. SCH 40 PVC 1 02/24 3 HERITAGE EDITS TEST P • LOAM & SEED IT 208A S-0.005 TEST PIT 2088 NOTES. 1. SEPTIC TANK SHALL BE STEEL 5. IN AND OUTLET TEES TO BE CAST IRON, FINISHED GRADE DISTURBED AREAS I 39.0± SCHED. 40 PVC OR CAST-IN-PLACE CONCRETE- GRD. EL GRD. EL 33-5 2 02/12/08 REV. DWELLING REINFORCED CONCRETE. TEES TO BE CENTERED UNDER MANHOLE COVER. REMOVABLE 2� WALLS EST. HIGH W. 20-0 EST. HIGH GW. 20.0' EST. HIGH GROUNDWATER BASED ON Z SEPTIC AN TO WITHSTAND H-10 LOADING NOTES: COVER FINISHED GRADE UNLESS UNDER PAVEMENT, DRIVES OR �L 4 3 06/02/08 MESA EDITS HIGHEST ELEVATION AT EDGE OF J_ iMXYA SAND TRAVELED WAYS, WHEREIN H-20 LOADING 1. DIST. BOX TO WITHSTAND H-10 LOADING �LOA 2- CAP ENDS L A Y SA D SHALL APPLY. PVC BAFSM 4. 09/09/09 NOI PLANS 3 10�YR 4 4 WETLAND ALONG SUBJECT PROPERTIES UNLESS UNDER PAVEMENT, DRIVES OR -0-YR-.4- 6' TRAVELED WAYS WHEREIN H-20 LOADING 6" 40 PVC 04QV ore 3. ALL PIPE CONNECTIONS AND CONCRETE -2-240 DIA CONCRETE MANHOLES TT * . � A . ."A 0 V0,14 "Q14 a fl!4 a 0% 0 24" B CONSTRUCTION SHALL BE WATERTIGHT. qW Pre K<W K4 5. 03 1- tpr 150 L AMY SAND OAMY S ND 9. 4. FILL ALL UNUSED KNOCKOUTS WITH METAL HANDLES BROUGHT SHALL APPLY. EFFECTIVE /18/10 FOR CONSTR. W 5 OF4 %6" OF FINISH GRADE 10 YR 0 YR snata &e4 DEPTH § 1 944 MORTAR. 60 2- PROVIDE INLET TEE OR BAFFLE WHERE d GENERAL NOTES: 24 18 5.50 OUTLETS EL = 37.0 EL = 3 Z.0 op TEE TO BE UNDER f SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR T. THIS PLAN IS FOR DESIGN AND 12� MIN. LEVEL BOTTOM CONSTRUCTION OF THE SEWAGE CP.AJG A. M.H. OPENING - IN PUMPED SYSTEM. -25# Cl Cl COVER U 30 MED SAND MEDYCRSE- $AND FIEID Iml 20 DISPOSAL FACILITY ONLY. NM 3=9 f BOTTOM ON LEVELAT-'AA 3. FIRST TWO FEET OF PIPE OUT OF DIST. RAISE M.H W 40 4M4/ 2. ALL CONSTRUC71ON METHODS AND 2.5 Y 6/4 .5 Y 6/4 f E 48w -ru 10 10'-6' SEWER BRICK 7- .1, &:_ _. 6- MIN. 3/4- TO BOX TO BE LAID LEVEL PERFORATIONS SHALL B PROFILE STABLE BASE 1/2' AND-LOCATED AT MATERIALS SHALL CONFORM TO MASS. EL 35.0 EL 29.5 CRUSHED D.E.P TITLE 5 AND LOCAL BOARD 10'-00 & MORTAR -CROSS-SECTION STdNE BASE 4. ALL PIPE CONNECTIONS AND CONCRETE 4AND 8 OCLOCK 360 MAX-120 MIN. COVER 1 1 NORMAL WATER CONSTRUCTION SHALL BE WATERTIGHT. 1201rd:fi-4 OF HEALTH REGULATIONS. 40 MIN. LOAM & SEED .0 3. ALL PIPES LOCATED UNDER PAVEMENT .0 2% MIN. FINISH GRADE 77 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 7 OR TRAVELED WAY SHALL BE SCHEDULE L 3-,, EL 33.0 720 ""7 1 110- 14" J: PRECAST SEPTIC TANK TRENCH #1 40 OR EQUAL ;1; TRE?ICH TRENCH 2 -10 INLET TEE 4!-g" 30 1/2- CH C2 4. THERE ARE NO KNOWN PRIVATE WELLS AD0000000 C2 LOCATED WITHIN 150 FT. OF THE MED/FINE SAND MED SAND 5'-2* 4�-60 5'-e 381 PROPOSED LEACHING FACILITY NOR 2.5 Y 7/4 :t" 4!-Ow MIN. WBMON 151/2- 2.5 Y 7/4 CURF Im j z LIQUID DEPTH- (GAS CONIROL) 2' MIN DF ANY KNOWN WELLS PROPOSED WITHIN 5-824& : ( PRECAST DIST. 24 24' 24'1 -11 1/8- TO 1/2- 150' OF ANY KNOWN LEACHING FACILITY. C14 BOX WASHED STONE REMOVE INDICATES 5. WITHIN LIMIT OF EXCAVATION REM NO WATER I L NO WATER L _j ALL TOPSOIL. SUBSOIL AND OTHER 1,32* 1 1 f­% f_1 I X7 OBSERVED 24.0 EL = 28.0 1320 IMPERVIOUS MATERIAL EL = 22.5 GROUND WATER BOTTOM ON LEVEL STABLE BASE One- I 2e (TYP) - 1 - 72' IWO V,,; 6. REPLACE WITH CLEAN WASHED SAND DATE: PLAN VIEW _1A--A&-1W 1 7 1/4 17TYP) I (TYP)­_] DATE: INDICATES 6* MIN. 3/4- TO 3/4- TO 1-1/2- DOUBLE OR OTHER CLEAN GRANULAR SOILS 1/8/02 1/8/02 ESTIMATED 1 1/2- CROSS-SECTION VIEW PLAN VIEW WASHED STONE NO FINES) CROSS-SECTION CONFORMING TO THE FOLLOWING SEASONAL HIGH OfSIEVE ANALYSIS. TEST BY- TEST BY. GROUND WATER BSC GROUP, INC. 10X (MAX) BY WT. SHALL BSC GROUP, INC. V-0 PASS No. 50 SIEVE WITNESSED BY. WITNESSED BY- Ina DESIGN CRITERIA. <10 X OF No. 4 SIEVE SHALL INDICATES PASS No. 100 DAVID STANTON DAVID STANTON PERC. ✓ WF-1 <5 X OF No. 4 SIEVE SHALL PERC. RATE: PERC. RATE: TEST 60.00" ]DESIGN FLOWJ PASS No. 200 <2 MIN. INCH NIA MIN./INCH /WF-17 UNIFORMITY COEFFICIENT 0 No. 4 SOIL EVALUATOR 10 INDICATES 4 BEDROOMS AT1 GPD/BD 440 GPD SIEVE </=6.0 SOIL EVALUATOR CRAIG FIELD CRAIG FIELD UNSUITABLE 7. EXISTING UTILITIES WHERE SHOWN MAMMAL IN THE DRAWINGS ARE APPROXIMATE ED SEPTIC�TANK.REQUIRED THE CONTRACTOR SHALL BE RESPON- SOIL CLASS: SOIL CLASS: IYWF -16 440 X 200% 880 CAL. SIBLE FOR PROPERLY LOCATING AND LOT 5 COORDINATING THE PROPOSED CON- SEPTIC TANK PROVIDED: - 1500 GAL, STRUCT10N ACTIVITY WITH DIG-SAFE L.T.A.R. L.T.A.R. AND THE APPLICABLE UTILITY COMPANY AND MAINTAINING THE 0.74 G.P.D./SQ.FT. 0'74 G.P.D./SQ.FT. WF-1�9- EXISTING UTILITY SYSTEM IN SERVICE. [SIZE OF LEACHING FACILITY REQUIRED. DIG-SAFE SHALL BE NOTIFIED PER WF 118 THE STATE OF MASSACHUSETTS DATUM: <2 MIN./ INCH DESIGN PERC. RATE: STATUTE CHAPTER 8Z SECTION 409 WF-15 17 VERTICAL DATUM: N.G.V.D. ---WF-1 LONG TERM APPL. RATE: 0.74 AT TEL 1-888-344-7233. THE G.P.D/S.F. ENGINEER DOES NOT GUARANTEE BENCH MARK USED: CHISEL MARK IN CONCRETE CULVERT VV--1 16 THEIR ACCURACY OR THAT ALL 440 GPD 0.74 GPD/SF 595 S.F. UTILITIES AND SUBSURFACE STRUCTURES WF- T� BENCH MARK SET: STAKE AND NAIL SET. ELEVATION 18.99 N/F MIC ARE SHOWN. LOCATIONS AND /HAEL J. DACEY TR. ELEVATIONS OF UNDERGROUND UTILITIES P 248 WF-14 MA NID TAKEN FROM RECORD PLANS. THE k ISIZE OF LEACHING FACILITY PROVIDEDd PARCEL 57-3 CONTRACTOR SHALL VERIFY SIZE, PROFILE-. NOT TO SCALE LOCATION AND INVERTS OF UTILITIES LOT 5 & 48 100or WF-114 (4) 2' WIDE, 2' DEEP, 25' LONG TRENCHES AND STRUCTURES AS REQUIRED PRIOR EL=37.0 TO THE START OF CONSTRUCTION. FIRST PIPE LENGTH TOP FOUNDATION (4)(2'+2'+2')(25'). = 600 S.F. LEACHING CONCRETE COVERS TO WITHIN TO BE SET LEVEL EL-36.0 6* OF FINISHED GRADE. FOR MIN. 2' 113 % 600 SF (0.74 GPD/SF) GPD 8. THIS SYSTEM IS NOT DESIGNED FOR FINISH GRADE THE USE OF A GARBAGE GRINDER. EL=29.5-32 A GARBAGE GRINDER IS NOT 4- PVC PER -WiAF JO.RECOGNIZED A '01o� -1ZEL. NDED DUE iWPACTS TO THE LEACHING P V FACILITY. 40 4" <4� f � AREA 0o WF�l 3 I=D I=E 5 OUTLET UM17S OF NHOP COMBINED LOT 5 & LOT 4B DIST. BOX "J�t!CTION TOTAL AREA = 94,4932± S.F. I=c WOMMEMEMENEW I=F W7_ �ENCHMARK OR 2.17± ACRES I-H I >1 SEPTIC TANK BOTTOM ELM J X TA SET/ WETLAND AREA = 45,814± S.F. S E v 1"9 UPLAND AREA = 48,679± S.F. DESIGNATED HIGH WATER EL-Ka j / �� / / rvw;.-12 10011--l' 41k OPEN SPACE AREA = 81,565± S.F. I 'I IRON PIPE *414. "-IRON PIPEI__� REMAINDING AREA 12,928± S.F. (13.7k) 7 111% 0000011-- 1z 1-­' /C SET WF-109 /CAP SET INVERT ELEVATIONS: P 40000, , LOCUS INFORMATION G0,.- 4E BSC GPDUP I--,' .. .. I- 7 0 CURRENT OWNER: MICHAEL J. DACEY, TRUSTEE TOP OF FOUNDATION 39.00 A WF-11 En -, , 0.#* R6SERVE ELLIOTT ROAD REALTY TRUST 349 Main Street, (RT.28)Unit D BRIAN G. P, 29.50 B YERGATIA -.& W.Yarmouth Massachusetts 4" INVERT AT BUILDING .0W TRffN CH TITLE REFERENCE: BOOK 17232 CIVIL e 02673 No.46206 PAGE 297 4" INVERT AT SEPTIC TANK IN 29.25 C -0-8 IRW,? HA4BAI F Z P TEX" 1-00 ao -0�, CAP PLAN REFERENCE: 583/71 508 778 8919 10 BA�RIE� 2010 BSC Group, Inc. 4" INVERT AT SEPTIC TANK OUT 29.00 D WF! ASSESSORS MAP: 248 _7 ftjjj�4 INVERT AT DIST. BOX (IN) - ! PARCEL- 57-3 28.94 E j:�RONT 49EA memo --;004 PR�POSL W) RIVE -pun an PROJECT TITLE: WF-1�7 4" INVERT AT DIST. BOX (OUT) 28.77 F sn"M 3 _k1B _x0 RAI A'3E. S LE ZONING DISTRICT: RB W� SETBACKS: FRONT 20' noun ow h SIDE 10' INVERTS AT LEACHING FACILITY: SEWAGE DISPOSAL REAR 10' #2 N� #1 #3 #4 4" INVERT AT BEGINNING 0 o MINIMUM LOT SIZE: 43,560 S.F. SYSTEM DESIGN OF LEACHING TRENCH 28.67 28.67 27.17 26.17 G '00e OVERLAY DISTRICT: AP 4" INVERT AT END WF�105 IRON ENT :-C A NITROGEN SENSITIVE OF LEACHING TRENCH 28.50 28.50 27.00 27.00 H ...... TP ZONE: NO 208 ELLIOTT ROAD ELEVATION AT BOTTOM 7*4 IRON FEMA FLOOD .If;m PIPE _0 ...... ZONE- "B" & nC" CAF` T 7,, N P ZONE DISTRICT- PANEL 250001- 0008 D 26.50 26.50 25.00 25.00 J I Z� OF LEACHING TRENCH A', po/ BARNSTABLE, SET op DATED JULY 2, 1992 0 ESTIMATED GROUNDWATER ou C\f ...... M A SSACH U SETTS 20.00 K t-'a- E 1vrv- _0 ELEVATION ,'�,IRON PIPE * *. .... ---- - ----- O;Al' _�,E LOCUS PLAN: NOT TO SCALE 20 G zm PROP (BARNSTABLE COUNTY) 0 0 coo ............ ad .. .. .......... '.. I ....... IRON-PIPE,,,,, CAP SET 9.06' V '27-E PINE STREET '>'I AiRO PIPE',---- S87 N VARIANCES REQUESTED- /CA PREPARED FOR: 1000" AD v (0 J5 . "I BAYSIDE BUILDERS, INC. NONE U) 01v on 0 cc JOHN BOWES > F / 1_100 4- 3 BAYBERRY SQUARE 0 CENTERVILLE, MA 02632 1 J.,DACE". BENCHMARK LOT 7A rn 4 , (zo Cj NOTES: I I Q HA p - 0/' MAP' 2?7,- STAKE SET VL 10 1. FOR FURTHER INFORMATION ABOUT THE PROPOSED DEVELOPMENT OF 41 A:i P.ARCEL 22 1 1-00 ELEV 33.39, TP V4A -,-LOT 7T& E�S� THE ENTIRE LOCUS PROPERTY, INCLUDING ADJACENT LOTS AND SHARED . ; �X- DATE: JANUARY 8. 2003 .00- ACCESS DRIVEWAY, SEE ADDITIONAL PLANS PREPARED BY THE BSC GROUP.. 5 BED Hj0USc6 LOCUS � ;0 COMP. DESIGN: K. HEALY O 0 ti 2. WETLAND DELINEATION APPROVED BY THE BARNSTABLE CONSERVATION CHECK: B. YERGATIAN COMMISSION THROUGH THE NOTICE OF RESOURCE AREA DELINEATION IN 2002 PLAN VIEW DRAWN: K. HEALY FIELD: D. GAZZOLO / J. McCARnN 3. FOR PROPERTY LINE LAYOUT, REFER TO SEPERATE PLAN SCAL.7i-: 1 20 FEET 8243SP07.DWG FILE N 0. ENTITLED nPLAN. OF LAND" -DATED REV. 11/07/02 v DWG NO. 5346-04 PREPARED BY BSC GROUP. 0 10 20, 40 FT. SHEET 1 OF/ JOB NO. 48243.02 4 � //A , (�A:M 3' 4�' F 4 SCH / WF-202 ` '� -. wF-206 PINE STREETS r ,/ •+�1 ` WF-207 o N SFFT p� r — — io -o o NOTE: W X o N o AS PER NHESP, ENTIRE SITE TO BE ENCLOSED -< o / N -a DURING CONSTRUCTION. SILT FENCE TO BE INSTALLED _ n ON UPLAND SIDE OF PROJECT, AND ACCESS AREA / o �� TO THE SITES RESTRICTED DURING WORKING HOURS LOCUS Z � n ONLY AND CLOSED EACH NIGHT. SILT FENCE TO BE O / -B �o INSTALLED IN THE METHOD REQUIRED BY NHESP. / N /F Q��'� G�P\G N,v O / F DAVID J. BLUESTONE & p� N F � R gpNTgr; WILMA B.MAP 248NBERG CHARLES W. & � opN £ PARCEL 57-5 VF. �<< I ELAINE F. BUCKLER TRS / qCC4</p�, LOCUS MAP I CE RTIFY TO THE BEST OF MY MAP 228 - SS NOT TO SCALE PROFESSIONAL KNOWLEDGE, INFORMATION I PARCEL 197 SSA. AND DIMENSIONS BELIEF ANHAT THE LOT CORNERS, �`,+ `3�41 N/F Ng8362 ti RF-100 LC.�C U S INFORMATION STRUCTURE AS DETBERMINED BY TO E 4 N THIS INSTRPLAN ARE CORRECT. UMENT SURVEY AND AS SHOWN ON MICHAEL J. DACEY TR. O ?S MAP 248 S'54 CURRENT MICHAEL J. DACEY, TRUSTEE PARCEL 57-4 30, OWNER: ELLIOTT ROAD REALTY TRUST TITLE 'REFERENCE: BOOK 17232 / RF-1 \ LOT 4A & 6C PAGE 297 � TMaF I f/ •RF,1'� RF-14 ' ' PLAN REFERENCE: 583/71 Fl IG H �. F- • RF. 10• . . . . . . . . . . • No.38039 // ASSESSORS MAP: 248 r ' • . EDGE OF RIVER ....,. — — --' /WF 19 • , . • • �. _ "" `� _--- PARCEL: 57-3 _- I RF-3 • • • •RF-5 . • • u+° r RF.-8 ....• `'� ._ .-- J ZONING DISTRICT: RB -� _ 0 ' • • • • • . • • .. �- --. RF-12 !" --- - -- SETBACKS: FRONT 20 i ` ! WF-1 � •. , ` � RF.-6 . . • • � SIDE 1 ON • . . . • • • . • ' � R � -'' � `",` ..--.. � 1` `�-- .._,_. . �' � ---` � _____ _____ REAR 10' -71 I '� - "'� Ep / r" -127. MINIMUM LOT SIZE: 43,560 S.F. I` / r/ �- --- ___ _/ �. 1'�- _ PROFESSIONAL LAND SURVEYOR DATE OVERLAY DISTRICT. AP �( / -120'�� _ �_-- -•� NITROGEN SENSITIVE �b1 / 60.00, 88 3543"E S• ZONE: NO SEWAGE DISPOSAL iWF-17 r. \ / / '� : _- --- •�S' FEMA FLOOD ZONE "B" & "C" V +� l ZONE DISTRICT: PANEL 250001 0008 D ,4j°' '` '' -,� / ✓ / ,, - - __ ____ ____ DATED JULY 2, -1992 SYSTEM ( I YWF-1 — ___ ! -- _ DESIGN / LOT 5f- AREA INFORMATION / WF-1y9' . / /� o COMBINED LOT 5 & LOT 4B N -- --- TOTAL AREA 2.17f ACRES WF 18 / / / .P TOTAL AREA 94,493f S.F. WF- "`` ,•� �,� ,,c„ - _'-- -� WETLAND AREA 45,814f S.F. ' t 15 - / \ f ' /� / �' m-- UPLAND AREA 48,679f S.F. #208 ''..� -r i' / /' ,r / DESIGNATED OPEN SPACE AREA 81,565f S.F. (86.37) WR=116 RLMAINDING AREA 12,928t S.F. (13.77.) ELLIOTT ROAD 11 l N , ` , MI DACEY TR/ ,� ,,, /MICHAEL J. . � r- ----..- _--- ,,,,,-- �-`� / �_ / + WF-14 MAP 248 G� \ /_r! / / IN I PARCEL 57-3 LOT 5 & 48 / -- __ ✓ C ENT R 1 WF 114 AREA , OF D15 URBANCE MASSACH US S ✓ : S.F. 6i �\ �' 200 RIVERFRONT 2120t SF. (-113 ) (BARNSTABLE COUNTY) / P ____ 100 BUFFER TO WETLAND: SOOt S.F. �. / r- r/ r' -- i (7t S.F. OF BUILDING AREA) SEPTEM / / / _. ..�— ,i ,._._ _..... ,..�' BER 22,....2009 -13 WF-112 /C /' /i /� �,..` r' S88 3 43-W 40.00 / 1 ••Cr�r �� `/\ ✓, // 1tiSS j,��' \'/\:�,��! , �/r f' / E ' /' F`��/'?/ f� •"�-``�--"-.- a• LOAMWITS OF NHEPIRONPI CON a-o• MN. SEErl-(TV.) AP SEE PLAN REVISIONS:-gg��NCHMRK! SETX rE N0. DAT E DESC.'ST18�9 , ' "2+ / ��JF� ",,-LIMITS ©F NEESP "' � I MAXSLOE %�'' _ _ V 1. 3/18/10 REVISE HOUSE Rt ON PIE ' \\ J // / P�Q/ /,/ I' RON PIPE/ f / ,� RE��RIC�TI ON AREA -- --- IRON �r — FOR CONSTRUCTION /CA SET �g2 \� WF-109 / - / .�'� '�/ /� /CAP SET �\ CA '' S I �• \,' / �/ / / / HAYBALE- /_ \ -- / /' / ,/ P �,r .,,,� \ \ BARRIER / . ,�/ /- '_.._." `- �., \ '` -_.. ,� r cRusI�ED STONE ''� F 1 / --� / Jam, / / 0000, l/ . •, ,N .O • 6✓/ DUMPO RIP w1P _ WF-11 \ - / y O " •• �-W / \ �. 0 ACTED FILL OR r'� /"� ♦ 30 -- �' USERVE SE 0 • �1 .• „ .. .• FILTER FAerac � »ors UNDISTURBED MATMAL \ OR APPROVED EQWVAIENT �,, • .'' ,,•' �,-- A __- �� TRENCH •• 'OF•C' •• .. ,, P- �-' S ,, • ,/ 't / / ( ,r- C ARC �`. • ' NOTE., r `. ��� \ 108 - / / , P ••� tc � _ IR PIP . \ ••• RIP RAP To BE SIZED FOR PREPARED FOR: IN. I H A'YBALEN /qN- _-/� " •1,,ir ,w /� r ---- `-" -_ 00000 '� .� �q1 ••• S !'' CAP T PROP aao a INCHES. WF-10 `I'� ,�'� �� y:_.. -- BA�tRiER� ( ) � , � / •. . •. � 8 _ -- ---r / ,/ ,. -�O / EA �.. �~- • .• PORCH BAYSIDE BUILDERS, INC. ...�� . ._\ �. ,� WF 7c __ —" PR POSD •• IVE FRONT ,.. ..r ,�... ,\ Mr. BRIAN DACEY RIPRAP SWALE _6 WF-7 -8 9 'P� t<`f. / ' "�' ""' ,..� o� -- ~`DRAIN AGE,Sw LE --' `�' \�i 3 BAYBERRY SQUARE •• eF ySF ., CENTERVILLE, MA 02632 �► ' / --- -- � `�' ... /�•..y , ,� • fr' / Tp yo \ _ LEGEND \O6 _--- / / / •� r. �39 SF / \� (508) 771 -0894 PIR OS ono ED OUS€ \\ INDICATES OPEN SPACE AREA 1 % �;'. G f A .� xP INDICATES WOOD POST TO BE SET t /�, t WF 105 IRON IP ? ,8 dyc a 'f �M NT � � � �� �oy� •, 38. � \ F,� �� BSC SEA-_ ,�' / o / // / �,q� :.•:• A / V 1 .... .�! • POST DETAIL %J " 01 ° ° �l^ aR N���_ — cAPET o°° ' • • • 349 Main Street, 0 �E-- j IRON PIEE- 0 0 0 4� // f.. \ t, Rt. 28, Unit D r s /r� o 0 o . . ... . ...... ...... .... _ 51/2 W. Yarmouth Massachusetts WF-�O4 ,• ,i'�,/ - �5+ `"SE .✓ /C7U� SET S °°° ° ° ... :. ,j /ter 2 '",.-' --�'� r— ;�. D s��T `� w o°o N •:: .... •t�:: 02673 _ / ! ON PIPE / �"'� E� N o°o° rc .. •::�'•'• \ » wF 103 ,/ / / p �` /.�- '� G.,.... of s 2� °°° ° o �20&; s, :• :• :..�� � .. / 3 508 778 8919 s ,�, /,, Z�j, `3yt �, / ,,•••,,, o o° o , '. I p P OPO E \ 1 1/4" LETTERING p P R © Zoos The BSC Group, Inc. WF-102 '�� '�/ /'�/ �, � S32y �O EN SIGN ATTACHED"TO N C E 24 " / ' // .S), T- �'.,. IRON PIPE F '.C::':.';:.'.•:;.. . �3 P p \ POST WITH 3 8 E SCALE: 1 = JO • // .r'r � '� IR PIPE -- S8T40'27"E CAP SET \ :.: w cb , G LAG BOLTS (T1'P.) 0 2.5 5 10 METERS .00!5 �• • "'� / PROJ. MGR.: C. FIELD 0 0 rl x E S N G GRADE ZINF w / / FIELD: D. GAZZOLO / N. MERCIER / ✓ / / - 8 NCHMARK / I I ` / �� ��2 CALC./DESIGN: K. HEALY /r � IM1CHA J. ACEY,"rR• ,r / P LC�T A q MA 2F2- / ,--- / � STAKE SET r4v 1 �P' oQ �� j ` \` 420 MIN DRAWN: K. HEALY j / PARCEL 1 / ELEV 33.39��y"� ' / TP 2�4A 4i� " CHECK: C. FIELr ,' / D // / 6 xs xs SET "_ �"-'' /�.'� �� / /LOT 77& f -5Gj — /--_ h� #21 / �/ -'f/ / / h� f�ROP r / PRESSURE TREATED FILE: 8243SP07.DWG 5 BED H USE / �� F / WOODEN POST DWG. N0: 5346-06 .00 TOF=34.O , ` L 0 T 6 A SHEET 2 OF 2 JOB. NO: 4-8243.02 III