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HomeMy WebLinkAbout0014 CIRCLE DRIVE - Health (2) 14 Circle Drive Hyannis A=288-044 O t TOWN OF BARNSTABLE LOCATION 4+C1Q_-UZ �V,_ SEWAGE# t VILLAGE ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO._:9nV,-C6 Ld—R a SEPTIC TANK CAPACITY 1ST LEACHING FACILITY:(type) (size) ; }pC S X-4W ` NO.OF BEDROOMS C�Lk V__ 0l0.4 e' OWNER 6: PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility �� Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) N — Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) t4 Feet FURNISHED BY 4?6aAK/ jf!'s 1:F.7/Ywr-y v�9 p rl� l� r r k e o , V r No.4bll—Z Fee ir-90 THE.COMMONWEALTH OF MASSACHUSETTS y Entered in computer:� PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01ppYicatiou for Disposal 6pstem Construction permit Application for a Permit to Construct( ) Repair(I/Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. I(� -�'(J� Owner's Name Address,and Tel.No.'78/-'X$ 3YO l� It hn i S vgicha.e�l�il ktrzu���?!c� do vichols Si. Assessor's Map/Parcel g 8,S �Y Y Urgx a M A U.,a 4,7-- I/ns_taller's.�Name, Addreesp,and Tel.No. 6'0 8 - W S- S4a,C- D signer's Name,Address,and Tel.No. R7� laLGC. �o/�Yri�/�_chC'. 7S11�C�G15f�y/fit• �C.PJC2��7 &Y7 I COS O,)�4 .- Type of Building: Dwelling No.of Bedrooms Lot Size 15- sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 3 3�0 gpd Plan Date 0ecy-M ao Number of sheets I Revision Date Title T, 1 ,' Size of Septic Tank /L57D 6 Type of S.A.S. U P— Description of Soil Nature of Repairs or Alterations(Answer when applicable) 3Ins aAg l!a2Qgey I- Oii; I'GJI 1;n r�X Qtl 00kky P�t�s �� Le e-&W IV 6 i n n�_QM u�l_s 51� Date last inspected: Agreement: The undersigned agrees to ensure the construction and mainfe ce of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Cod d not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. l�'-7� y Date Issued o. C/� �-^`7 1[/ Fee -N _ �' .r THE�COMM,ONWEALTH OF MASSACHUSET�S' '``` Entered incompate i Yes PUBLIC HEALTH D VI'S`IOW -TOWN OF BARNSTABLE, MASSACHUSETTS 01ppricatiou for Bisposal*pste Construction 3permit Application for a Permit to Construct( ) Repair(V�Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. I(/ C �/ 1 t,� Owner's Name,Address,and Tel.No.'7'5/-9(p 9 3� � N� m ichne 1 itbarai- elo ,?u N�'chol5 St Assessor's Map/Parcel � 1/8FS (lLr�n 5 ' Ur lOcn a Installer's Name,Address,and Tel.No. 5 99 - L/98- S 901C. Designer's Name,Address,and Tel.No. .5 36;t- /5 � C3�rfv/ate C'anS�ivc�;v/��nc. ysr�ctgvsty/2l ,�,pu�r� Ct,oe 1;ry,mre�r� �39�wa%„sF Will,> 04 vl- oar Dam s Type of Building: Dwelling No.of Bedrooms of Lot Size 15; 410 + sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 3 3(e gpd Plan Date Oece.w6,c- ;.O i I Number of sheets 1' Revision Date Title T,',.I, �5�ie�cc ri r � 0 i rc�F' �r��to /`t ki yl S l ry t n Size of Septic Tank 1-bill 1-57bill czr e 4,10 Type of S.A.S. IV; Description of Soil 6u difa P A rA 56,' Nature of Repairs or Alterations(Answer when applicable) yj J n iFs,a,k iJ, ��t, C S�i.� 1�t ! f� �'t '1 �_,z Date last inspected: Agreement: The undersigned agrees to ensure the construction and mairiten rice of the afore described.on-site sewage disposal system in accordance with the provisions of Title 5 of the Environn3eni al Cod rid not to place the system in operation until a Certificate of Compliance has been issued by this Board of Heal Mf- Signed Date Application Approved by Date Application Disapproved by Date for the-following reasons Permit No. Date Issued �,7 Z 1 '^ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(41� Upgraded( ) Ab64tdoned( )by JI.-le,fad.' �6,.,s/1-7)r �s)j n 1 nr at /y C iCJ9 LP,t X- 64rA v,n S has been constructed in accordance with the provisions of Title for Disposal System Construction Permit No;r L// el 4 dated q d i Installer Designer c t n i ne 7 #bedrooms Approved design flow gpd The issuance of this permit hall not be construed as a guarantee that the system-will-fimction ascdesigned. Date ( Inspector,",_ ----------------------------------------------------- ----------------------------------------------------------------------------- No. )Cd,/) `� L f�J Fee �t i THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Bisposal,*pstem Construction Permit Permission is hereby granted to Construct ) Repair Upgrade( ) Abandon( ) System located at /7 (7,r,-,40 and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must byc�o�mpletted within three years of the date of this/pe it. (K ~ �1 Date r /rJ i 1 �( Approved,by \ j _ DEC-29-2011 15:41 From:BARNST HEALTH 15087906304 To:5084289399 P.1/1 I rrf}f--1 oe ,LoJJ -1J x1 �.:�:.:. .�:4i i ram_ ......._ ..._......._._-.....—..__ �..... .:FLvaf!L :J Y�.,.'�:r �:j':fc:o!'::a?.::o.":,e rJ:•J`Grc'sis,e.:r:e.[.._I I a, - ^qTo- :a'eb7- 'oo(s- ;}!�- rp•. ,eR!y• iods• r,J• ' Salo&Histcry•A.12pt$tock.Lot:288 C44'•Use Coda-1010 _ Niyl•:Ify 4.ugm: Sclty Dalc ionla'hrulc: - Salc Pescc: i J01:F',:i"iCL: LIIC1-.LLL Si etches-flap 81ocRrlol:H13 i 044r-Use Gcce, tyro Cuntei PTO 1: FOP14 Clwv r 1,d .As BuiItCards:CrCl:cai.1= ua1G-1 ! C0IISIYLI011011S Uel i 1b-MmP/3'ocklLot:288 r 044,•Use Coda:1010 Land Info Hoit,lir;y Ca;rnil.: 1 inrl �� ............................ ....... ........ .............................. Mt* .It rays o-or.Ce ._.....-,.:a i......r_. .rn::v; ?os"sJ0",c i.,,p•:r„•10'::,.... ............ ..... .........._...._.__.______ .................. ._ _...._....._..�—_— {a _ C�J!tell ..�'.�lr J1i•::4CrJ3JF:�:177R 1 .. Us:•:}a:F'• � M•�f9 V� .. JCS a, ,.r. -. ., . ,A••••..•Aiu;w9i�t\� JRN-17-2012 15:20 From:BORTOLOTTI CONST 5084289399 To:15087906304 P.1/1 FROM :ciQwr-r cape engircarin9 inc FAX NO. :ISW3629SEe '' Jan. 17 2012 01:41PM P1 3 °,Hstaise�ucta, � �C9S► _, -F'l�.bala� '➢�'rlt6.lJh L�t:'+Jll�1nOt.il ��rat�1:'" '�'l,��rro�A iMlb�l�ecam��6rr:c�nx _+' *ib0I61C{�]lfl Mfi-rrt. 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W ri�T i':�rff �ilJ'i*6i, 11CATg� �' N�7L ?q �h!'!.r ASU�LiAt"tTJ + .Iffy c,.PiATt�lq���tt r �r r�r^ra ,iz��i :�y rw��ri. sl,I e�c�r —u M-VowVV;rn'6'dT7e.qi5acj Ctchrk;hCian V:m 3="rVilow e 0—� j'fvlztraV�elo Town of Barnsta We 1 i Departmo'It of Regulatory Services B,MTrAB Public Health Divisioll Dante l".&� � �200 Main Street, Hyanuis MA 02601 • �LP�MAC� -y�}T°n('/ �/� . Data Scheduled_ � ) Time Fee Pd. `oil Suitability Assessmentfor Sewage Disposal Pcrfonned Dy; A, t< Witnessed By; LOCATION & GENERAL INFA ORIVU7CION Location Address f i �,�� ��✓e Owner's Name / (��at t/GL 11 Pi/ 1 J y0..YIA Address Assessor's Map/Parcel: 0,OU�y Cngincer's Matuc �Ol�✓L Q NEW CONSTRUC•I'ION REPAIR Telephone U 4,d. ��y Land Use Slopes(%) U —Z Surface Stunts `--- Distance's from: Open Water Body It Possible WEI Area It Drinking Water Well ft Drai'hage Way ft Property Line 5 ft Other ft SYM'TCIH[: (Street name,dimensions of lot,exact locations of lest holes 8r pert tests,locnle Wetlunds'fn pro)Linuly to holes) :D ,. r i� Z Sd� t<51 �_-c 10 t n toot, 60 Ls_�z Parent malcrla!(gcc!ogic)_ u�t W _'710 U Depth to Oroundwalcr: Standing Water in Hole: 7 u Weepllig I'I'oil) hit Nor Estimated Seasonul High Q!oundwater DE,T ERAUNATION FOR SIEASO.NAIL HIGH WA71'JCR TABLE, Depth Observed s nding in obs.hole: ,,, In, Depda to s411!tl9llL5Y;mm� In, Dcpth to Weeping from side ofobs.hole: _ _ _ Ill. Ciruulldwular Ad�udlntent„_ Pc. index Well I# Reading Dalc: Index Well F. w„ Ad1,fi.wtw, AL(l,C)rowndwuter L m l ]PERCOLATIOZ'4I 7C + T MIN 'uimc Observation Holc# Time.at 9" lJ ► Depth of Pcrc � � Tlu'!r;at 6" �l � Start Pre-soak Time @ 9 _ Time(9"-0") r End Prc-soak Rate Min./Incll Sitc Suitability Assessml:nt: Site k'esseil_ _ Sitq.Failed: Additional Tasling Needed(YIN) Original: Public Hralth Division Observation Hole Data To Be Completer)on Flack----v- ***If g)ea-colation test is to lie conducted wilLhin 100' of weltlaand, you must first Uotaiy Id1c. Barnstable Conservation Division at least ollc (1) week prior to beginuillig. QASEPTIC\PI;RCPoRM.DOC Depth from TI®ltl ��®� { SoilITorizon Soil Texture I$ole # _ Surface(in.) Soil Color Soil L (USDA). ,(Mansell) Mottling (Struc Other ture,Stones';Boulders, LS /GYAe Con ista c ravel ]1�1ERP OBE]E](��VA`�'.I OIOT HOLE' LOG # Depth from I Soil]iorizon �][ele Surface(in.) Soil Texture Soil Color • (USDA) Soil —�� ) (Mansell) MottlingOther (Structure,Stones, Botlders. /�— CO ISIS enc %CirRvei Depth Prom Sojl Horizon Soil #Surface(in.} il Texture Soil Color - (USDA) Soil (Munsgll) her Mottling (,!;tructurOetStones,Boulders. Consistency spa 0 veil — lD�1E]E�D OBS ERVAl7CION HOLE LOG Depth fi-om Soil Horizon �]�#_ W Surface(in) Soil Texture Soil Color Soil (USDA) (Munsell) Mottling (Structuree,tSe to n Se•, Baulrlers, Consistency oV e lGVnod Ifnsurancc l(Pate Map, Above 500 year flood boundary No yes I�/ithin 500 year boundary No ' Yes. _ Within 100 year tlood boundary Now Yes )lJldrraa➢ll aa➢'I`,Tr>Ita�ira➢➢y tOl�caa>r>cfl� �u-w>iousll�ateri�9 - - --. - - Does,t least four fe©t of naturally occurring pervious materlal exist in all areas observed thrpughout the al-ea proposed for the soil absorption system? Al not, «hat is the depth of naturally occurring 1ervious mar6l'1117 �L' CRNDCRt➢0n I certify that on �P (date)I have passed the soil evaluator examination approved by the Department of Environmental.Protection and that the above analysis was performed by me consistent with dPre required training, expertise and experience described in10 C114R 15.017. Signature `' Date .. . Q:\S,P TlC\PERCr,0RM.DOC ALL SYSTE SHALL SYSTEM PROFILE MARKED WITHCMAGNETICTTAPE OR BE NOTES (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. APPROX. NGVD Main PROVIDE WATERTIGHT MIN. 20" DIAM. 1. DATUM IS West Moin S. $t. ACCESS COVERS TO WITHIN 6" OF FIN. GRADE PROVIDE INSPECTION PORTS TO 2. MUNICIPAL WATER IS EXISTING J60 TOP FOUND. EL. 18.2' WITHIN 3" OF FINISH GRADE S0. \ 2% SLOPE REQUIRED OVER SYSTEM , 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 17.3' MINIMUM J OF COVER OVER PRECAST 15.4 4. DESIGN LOADING FOR ALL PROPOSED PRECAST PRECAST H-10 UNITS TO BE AASHO H-19. RISERS (TYP.) 2'0_ 4"OSCH40 PVC PIPES LEVEL 1 ST 2' 5. PIPE JOINTS TO BE MADE WATERTIGHT. 1467 '•`:`..':• • Smith *15.7' 10". 1500 GAL H-10 14" LLJ 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE '�Orsf°n 15.38' TEE SEPTIC TANK TEE WITH 310 CMR 15.000 (TITLE 5.) 5�od�e Locus 15.13 0'o`0 0 14.28' 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND GAS BAFFLE • °°o�°o°o°0? NOT TO BE USED FOR LOT LINE STAKING OR ANY 0.28' OTHER PURPOSE. 4' LIQ. LEVEL (ACME OR EQUAL) 14.48 14.31 14.0 Moyw 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 00O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O•l. � - - 000000000000000000000000000o00000000000000000 6" MIN. SUMP 24 QUICK4 PLUS STAND;e D LP CHAMBERS a ^0 0_0_0_n_q_q 0 0 0 0 0 o.�_�_0_0_0.0 o 12" MIN. INT DIM. 9. COMPONENTS NOT TO BE BACKFILLED OR c Ir n OVERALL DIMENSIONS TO-OUTSIDE OF UNITS: 32 X 8.5 Nantucket CONCEALED WITHOUT INSPECTION BY BOARD OF Q$ 6" CRUSHED STONE OR MECHANICAL (NO STONE PROPOSED) z o. HEALTH AND PERMISSION OBTAINED FROM BOARD o o Sound MIN. COMPACTION. (15.221 [2]) 5 0' OF HEALTH. ( 2 % SLOPE) ( 1 1% SLOPE) ( % SLOPE) 9' 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND LOCUS MAP FOUNDATION 10' SEPTIC TANK 65' D' BOX 5' LEACHING VERIFYING THE LOCATION OF ALL UNDERGROUND & FACILITY OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF NOT TO SCALE *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL USE ADJ. WATER AT EL. 9.0' WORK. UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS BOTTOM TH 1 & 2 EL. 5.0' 11. ANY UNSUITABLE MATERIAL ENCOUNTERED ASSESSORS MAP 288 PARCEL 44 PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED LEGEN D 99-- EXISTING CONTOUR SYSTEM DESIGN: X 99.1 EXIST. SPOT ELEV. GARBAGE DISPOSER IS NOT ALLOWED -[J9 -- PROPOSED CONTOUR o DESIGN FLOW: 2 BEDROOMS ® 110 GPD = 220 GPD 198.41 PROPOSED SPOT EL USE A 220 GPD DESIGN FLOW TH 1 TEST HOLE _ ` �OR�V SEPTIC TANK: 220 GPD (2) = 440 2� SLOPE OF GROUND6 8� / USE (1) H-10 1500 GAL. SEPTIC TANK 16.83 Cob UTILITY POLE LEACHING: yLY� FIRE HYDRANT �.- ._ _. -d--- c / �!' T c- .. _ .u_ . ..73-.,F, LF��-r LENGTH H-=--1892 S, F'ER -STD. NOTE: Nor ALL SYMOMS MAY APPEAR IN DRAWING 6. QUICK 4 UNIT 1 . 6 330 GPD/0.74 GPD/SF = 446 SF LEACHING EXISTING DWELL. REQ'D TOP FNDN = 18.2' -- 190 0 5' REMOVAL OF UNSUITABLE SOIL REQUIRED 446 SF/18.92 SF/UNIT = 23.6 UNITS TEST HOLE LOGS 17.1 16.86 16.34 5 AROUND PERIMETER OF LEACHING FACILITY, x 17•8 DOWN. TO SUITABLE SOIL LAYER. REPLACE PAVER 78 8 WITH CLEAN MED. SAND, TO MEET ENGINEER: A. H. OJALA, PE PATIO SPECIFICATIONS OF 310 CMR 15.255(3) THEREFORE, USE GRAVELLESS SYSTEM OF (24) � QUICK4 PLUS STANDARD LP CHAMBERS WITNESS: DON DESMARAIS, IRS .09 2 x 6.04�d17 IN 3 ROWS OF 8 UNITS i) .1 16.54 ,6 �� � DATE: 11/21/11 .83 x 3.41 24 UNITS x 18.92 SF/UNIT = 454 SF> 446 SF PERC. RATE _ < 2 MIN/INCH HfDGE .26 125 2 � x 14.8 2 x 14.95 / 454 SF (0.74 GPD/SF) = 336 GPD (OK) CLASS I SOILS P# 13470 x 1 .76■ HED 1 ELEV. ELEV. °N� ;5 TITLE 5 SITE PLAN 0" 4 15.0' 0" � 15.0' 75 PAD 5.24 5 a x BENCH MARK - TOP OF , 14 39 1� OF A A CONC. BOUND EL. = 15.3 LS LS x 13.56 1OYR 4/3 1OYR 4/3 14 CIRCLE DRIVE 8" $" B B 19.64 14 �� HYANNIS x 13.84 x 13.52 13. N LS LS 13.58 PROVIDE APPROX. 42' OF 40 0..01 10YR 5/8 10YR 5/8 MIL LINER AT 5' OFF SAS IN PREPARED FOR 28" 1 2.6 28 1 2.6 AREA SHOWN.:TOP AT EL 14 �3 BOTTOM AT EL.,10.7't a, 12.58 x 12.4 BORTOLOTTI CONSTRUCTION/ 16.45 CO 1� M. NOTARANGELO PERC C C x 12.50 _ 12.35 GROUNDWATER ADJUSTMENT DATA: WELL: MIW 29 MCS MCS ZONE: B LOT AREA DECEMBER 2, 2011 ADJ: 2.2' 1251 12 j 15,747t SF 6 ate° g off 508-362-4541 6.8 6.8 1 1 11.7� n� , 98 98 x 1 .7 �OFMq ESN OF qS ss �� sqc I fax 508-362-9880 gcti '��� CANIEL \ downcape.com 2.5Y 6/6 2.5Y 6/6 ,��° pANIt LA. A. . 0 0 , 1 60 °;�'� OJA� down cope engineering, inc. 120" 5.0' 120" 5.0' 70 Na R=2'3o . �� � .� No. � �� civil engineers A=6 o F � sae 9 land surveyors Scale: 1 = 20 ( / Ir Fs, sAl �a `' - y ��� ,;�-� '� ` � 939 Main Street ( R to 6A) 0 10 20 30 40 50 FEET SCUDD AVE DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 1 -263 11-263 BORTOLOTTI_NOTARANGELO.DWG