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HomeMy WebLinkAbout0326 OAKLAND ROAD - Health T'.326,0akland Road 271 —084 Hyannis _ yayl 1 Y f l t it 1 U v S` 'l�5� TOWN OF BARNSTABLE LOCATION 396 OAKLAND Rom. SEWAGE# ZO)G VILLAGE 94g2,h nI$ ASSESSOR'S MAP&PARCEL -VW 94 INSTALLER'S NAME&PHONE NO. Q CXCcaucxA%on q n 7 • DLS3 SEPTIC TANK CAPACITY LSOO 4a LEACHING FACILITY.(type) spa) V G Z) (size) /O X30 X 7— NO.OF BEDROOMS Z. OWNER 2Vri PERMIT DATE: sS'Z S •I G COMPLIANCE DATE: `S•2 •I L 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 Al Z'z _ ZZ. 4 O ' A3-Z9 - B ,t33. 2610 A Aq-31#1, 10 F REAR %34 " 33 43 W 1 No. Fee pf ` f ` THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01ppliLation for MispoBal *pBtrm Construction permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 3"Z(o R C�_ Owner's Name,Address,and Tel.No. Assessor's Map/Parcel mQ -L71 Qo r Gy i y114,1 Alan `jam r k (5-00 GAO- — ZZ it(o Installer's Name,/Address,and Tel.No. Designer's Name,Address,and Tel.No. �J �T b jIX CAV r.}I O✓� Type of Building: Dwelling No.of Bedrooms 2— Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 7-1 O gpd Design flow provided 3 b gpd Plan Date S] Y 1 1 1 b Number of sheets I Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) 410 %5'00 (alto,-, $C A� � I-i"Z.f3 � -60n _ (-L) �-1- 10 00 gnllan C,hAMiZo-tS 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 issued by this Board o h Signed Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. �l l Date Issued ..- V'bA! .,,.a.. f• a:..� .f, ,Rrrc y y ., _ ..»j , '4 ,,•u., a i,f4v it".:•tikM. -ten t �*A,�•v ,:a, ^...r • ,�.r,.ei�`'h'/�w 'a3,�.,,,.•, _ I y No. Fee " THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: .Al � PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2pphcation for Disposal 6pstem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade(. ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. dk• Owner's Name,Address,and Tel.No. Assessor's Map/Parcel mo, Z7{ QoarCe� j�M 1 /�\O Y1 6�,,k (So4) (04 S ` -LZ k1(v Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms 2- Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) D gpd Design flow provided 7>1 b gpd Plan Date 5111 11 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) "1 U 500 &a((o n 0,�. a to S OU 00k S i 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 En ironmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board o a•th. Signed �f Date /Application Approved by { Date _.Z54J6 i Application Disapproved by Date for the following reasons Permit-No. .901 — 1 Date Issued !{ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned.( )by IUD � k'5 �-x r-0,vak'%o at c,u k o,�d R d (A Ac ^�*S has been constructed in accordance Ili �?ol6-P7f� with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer (`06 A G�n-04 Designer n #bedrooms d^+ Approved de�fun,,t* o O`��✓ gpd The issuance LL° his pe' rit shall not.be construed as a guarantee that the system wil /*on as de geed. CC Date J ` rp t t Inspector ✓ �1�► 1 - - ------- -------------------------_-------- No Fe 1 y v THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Disposal 6pstem Construction J)ermit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) System located at 11(o datt�o r.� cl ��arnw 5 and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permi c Date -,2`� { Approved by x, FROM FAX NO. May 27 2016 08:14AM P1 -roym Barnstable eguh. wry Services. Public Hemit a D.vnsiou Thomm KdK cm,odor 200 Mann fteet,gMxajm,D,JA(YA601 Fmc: SA 8-190-6304 Ofoe 50W62-4644 ca) l?� mseasorsomsP\]Paxed IM l /� ( f Address: / S o j. MIe .4Pmitto III Ian 8 iI—t` septic s7 .at on a destign c�a�u'by /_ ��/ l; tafy tS 'tb Rep fiir gyst ► xerex�eeLl above9 ro�teJlcci aubsfiai,(xa1ly aancrrdmg to the desi w�Lich aaiay include mirLor epFizOvecl chants ;nu11 as lam ca al rcloLior�.o t4�e dirt dbvf;;ou box extid T sarydc,tank. j car that-t a sepliie SYSt0m,ref'Tenc ed KI)ove-WU installed.with major ob=g (i.e. eats r than jo, latexal.rP�t cation oftba SAIS or a� veetical reloc�slcm o� any co�apa t ofi the septic MII=)bITt in accords. o-w.ittL IRUC&Local Rogi lallans. I xamar,_ cm-dEad as-VLiltby desijq=to follow. H of MAS S DANIELA. �rC QJALA CIVII„ . 'e 3plahe� No,46502 4 A�n�s�Q C T ei SIONAL CD `'� gnPr 8 Cigna • Lam„ 64. Town of Barnstable P# tDepa&ment�of Healt t Safety, �d n�vtronme > Se Ppblio0fialthVivis>ton Dates L 367 Main Street,Hyr<anis MA l)2601 ♦ BARMABM oL rEo " Date Scheduled 1 Y' Time Fee Pd. —v ►S`oiI Suitability Assessment for sew ge Disposal I ®.- Performed By: �Gf �"�E �4 Witnessed By:, .......::::::::::::::.::::::::: �1/ /, Owner's Name /� Location Address 3oC(7 Ct �4 J IU _. Q h✓tt4 1 #Addressy F f p t • , J z Assessor's Map/Parcel: OZ Engineer's'Name 0 `� NEW CONSTRUCTION REPAIR t - Telephone# CiSOB' d�. r I Land Use i � � Slopes(%)" � " � �Surface-Stones. ^^�� •. Distances from: Open Water Body ft Possible Wet Area Drinking Water Well ?1�./ft r Drainage Way' e>CG ft Property Line y C.d..� ft Other SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) Sit c . � •'r#•'.f.:� llc�:{' - r }�k Sry§ '�r7.� .:ri•."'rYE ( l�s4? ._" � Parent material(geologic) _ Depth:to Bedrocks -- Depth to Groundwater: Stan mg Water in Hole: ��/ Weeping.from Pit Face Estimated Seasonal High Groundwater_ Ae- ,.:..:::.......:.:.:,......;:....:.,;.;•;.......:.....::.....,;..,.;...:•:•. ...:::::::•:::::::::•::::;. :i$.'iii}i}i:::ii:}$::ii?ij5ji;•;;•}}ij`v'i' 'vi`'�+:ii'i•fiiiiiiiii:•'ri}i:iiii:4::vi'ri:4:vii iiii:•isv::v:::::::::v::n•:::::::::::n................................. Metho Tn d Used: ' Depth.Observed standing in obs.hole: in. Depth.to soihmottles: ;. ' in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment �• dex.Well#___,_._ •Reading Date:____ Index Well level _,_ Ad1.lfactor '}h<s `Adj:`Groundwater Level_ ..............................:.::::::::.:::.::::::::::::::::::::::.;;;•:::::::.:;.;::::;::::::<.;;::.;::::.:.;•::;::,::.:;::::::::;:::.::.:.3i;isi<:E%%i '•i>:<::<::::<:!>:%:<:?:iYiaS;S:iitii%% >i'?>E;:;:># i;:` ': Observation `� Hole#" -�.. Time.atl9ary; ..,, i �, ,.s Ll7�i� Depth of Pere Tim;attt`_0--�_ Start Pre-soak Time Qc lei, ^L'9;� _ TimeO" '11 ) I End Pre-soak V`.1� Rate Min./inch Site'Suitability'Assessment: SitcTassed.'` rn ;,, •,Site.Failed:a.r:x r--AdditionaaLTesting•Needed(YRd) .zy+ '• >; y..—� �.!i F`-"'.• �i:i�.. Original: Public Health Division Observation Hole Data'To Bet . ete l on`T�ach j Copy: Applicant 0 y Depth from Soil Horizon Soil Teztuie Ilillsdilicol or, +; Soil Other Su face(in.) (USDA) �. (Munsell). Mottling (Structure,Stones,Boulderes. qY ° ! r . f.> �'.ba �,l1�. �'{;t f "�'f'��"�"•�. •.y s�.i 't��'y��it�?'�1it+, + ,I�i%S�t� i : � , T fol ::;: :.:. j Q.::;:.::»..::.. :..:::. '1 ; :.>' .:... .. ::::.: ;•. ::< ....£_..:........:::............................... Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) k (USDA)` (Munsell) Mottling (Structure,Stones,Boulderes. Consis n a.% - 2 • '::::':{'.{:<::�::: :j��•:'�:i'i::':�i'$jij:.:;j.i�::C:v::v�•::�•�:::iiii:J:ism::'`:::i`::i'r'r:::::::`::i:Y:::!::::iY:;";:?ii:::?:':ij: Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. o i nc oo r el :::.;:.;:.;:.;: Depth from Soil Horizon Soil Texture Soil Color Soil Other Mll Mottling (Structure,Stones,Boulderes. Surface(in.) (USDA (Munsell)) ) - Consistency.00 Gravel) rPlo'odilnsarance itat'e lVlan� Above 500 year floodgboundary•=No,_ Yes I t• 4,66m-,50o year:boundary -,No Yes •�. wtthtn`.IOOyear'flood=6'oyundary No�•",` "Yes-� I)¢�th of aturally c ing Pervious Material Does at least four feet of naturally occurring pervi us material exist in all areas observed throughout the area proposed for the soil absorption system? hEnot,what:is the depth of naturally occurring pervious material? Certification '",c l date I fiave ragged the soil evaluator examination approved by the I?certtfy that.on ( v) p •Department ofEnvirornh fatal'Protection_and_that the'-above analysis was•.performed byolne consistent,with ;the required training,expertise and experience described in 310 CMR 15.017. . •�,. , Date Signature PROFILE NOTES SYSTEM O ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR NAVD88 a 1. DATUM IS COMPARABLE MEANS FOR FUTURE LOCATION. o° o PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) 3 ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE 2. MUNICIPAL WATER IS EXISTING A o h 2' PEASTONE OR GEOTEXTILE Qj p ti v o \ TOP FOUND. EL. 58.2 FILTER FABRIC OVER STONE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. a 2% SLOPE REQUIRED OVER SYSTEM 57.5' 4. DESIGN LOADING FOR ALL PROPOSED PRECAST MINIMUM r �o .75' OF COVER OVER PRECAST Q5 UNITS TO BE AASHO H-Q PRECAST H-10 BLOCKS OR o r RISERS (TYP.) MORTAR ALL PRECAST RISERS 5. PIPE JOINTS TO BE MADE WATERTIGHT. Q` ,a•. 210 4'�SCH40 PVC COMPONENTS H-10 � :,..;.: 6' MIN. SUMP PIPES LEVEL 1ST 2 4, 5' (TYP.) INV'S EL. 54.50' 2.5' • 12' MIN. INT. DIM. ENDS 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE BET. SIDES 55.33' WITH 310 CMR 15.000 (TITLE 5.) \*56.3' 10" 1500 GAL H-10 14" t 28 °°D° I. `~.. 55.04' \54.7 .? )0O°O°O0O oo°o o� :,00000°0°° Route TEE SEPTIC TANK TEE 9' ®®®a ��O® oo°goo CIOo®� ®�® >o°o°o°o° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND Locus ° ° ° ' ° NOT TO BE USED FOR LOT LINE STAKING OR ANY ° ° o ° °° o o ° ° 0 ° °°0°0°0°0°00 WATERTEST D'B0X ° ° o o ®®®�0®®®®�® 0 ®®®®®®®®®�� o o ° o 0 0 0 0 -0--0 o O >°0°0°0°0 000000 0 0 0 0 GAS BAFFLE ° ° ° ° ° ° FOR LEVELNESS E E E3m =1 °° r=?mm O®E0120 '°°°°°°°° OTHER PURPOSE. >0o000000 ®®�®�0�0®®® 000000 �'®®®®O��®�® :0000g000 o ,v > 0 0 0 0 a o0°0° o o 0 0 " O a ' 54.77 54.60 ° ° ° ° ° ° ° 52.5 0 4 LIQ. LEVEL (ACME OR EQUAL) ° 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC. ,. > ° ° ° ° o°° ° 0000000°00000°°00°°°0°0°0°0°0°000°°°°0°°0000� $0 96 0 O °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°�°°°°°0101. H-10 500 GLAL. LEACHING CHAMBER BY ACME PRECAST 9. COMPONENTS NOT TO BE BACKFILLED OR ,o o„o_�_n_n_o_n o 0 0 0 o r_n_n_ n_o.o o S CONCEALED WITHOUT INSPECTION BY BOARD OF 3/4'-1-1/2' DOUBLE WASHED STONE OR EQUAL. (2) UNITS REQUIRED HEALTH AND PERMISSION OBTAINED FROM BOARD 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE, 30' X 9.83' OF HEALTH. J COMPACTION. (15.221 [2]) c 0 10. CONTRACTOR SHALL BE RESPONSIBLE FOR ( 6 % SLOPE) ( 1 % SLOPE) ( 1 % SLOPE) CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & LOCUS MAP LEACHING OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF FOUNDATION 20' SEPTIC TANK 1 D' BOX 12' FACILITY WORK. NOT TO SCALE 47.5' BOTTOM TH-1 *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL NO GROUNDWATER FOUND 11. ANY UNSUITABLE MATERIAL ENCOUNTERED UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS SHALL BE REMOVED 5' BENEATH AND AROUND THE ASSESSORS MAP 271 PARCEL 84 PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM PROPOSED LEACHING FACILITY. SITE IS LOCATED WITHIN A ZONE 11 12. EXISTING LEACHING FACILITY SHALL BE PUMPED / AND REMOVED. LEGEND- BENCHMARK: CEMENT BOUND 5j v °\ �0Q00' 99- EXISTING CONTOUR =57.6' NAVD88 �yo X 99 1 EXIST. SPOT ELEV. -[99]- PROPOSED CONTOUR I SYSTEM DESIGN: y J 198.41 PROPOSED SPOT EL. TH1 EXISTING GARBAGE DISPOSER IS NOT ALLOWED DWELLING TEST HOLE �_ S; M y�so TOF 58.2' p EXISTING 2 BEDROOM DWELLING 2� SLOPE OF GROUND TO REMAIN 2 BEDROOM DWELLING UTILITY POLE 0 DESIGN FLOW: 2 BEDROOMS © 110 GPD = 220 GPD �-p FIRE HYDRANT `J \ USE A 220 GPD DESIGN FLOW ONOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING y' �j � IG,✓ SEPTIC TANK: 220 GPD (2) = 440 ��� USE A 1500 GAL. SEPTIC TANK TEST HOLE LOGS ` LEACHING: \ � /J � SIDES: 2 (30 + 9.83) 2 (.74) = 118 GPD ENGINEER: CRAIG J. FERRARI, SE #13871 DAVID W. STANTON RS BOTTOM 30 x 9.83 (.74) = 218 GPD . WITNESS: DATE.. 5/11/2016 TOTAL: 454 S.F. 336 GPD PERC. RATE _ < 2 MIN/INCH USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 2.5 STONE AT SIDES, 4 AT ENDS AND 5 CLASS 1 SOILS P# 15036 TH1 k BETWEEN UNITS ELEV. ELEV. oft57.5' p„ 57.5' TH2 MA A A 0 APPROVED DATE BOARD OF HEALTH ' LS LS GARAGE 6" 10YR 3/2 9., 10YR 3/2 TITLE 5 SITE PLAN B B -. OF LS LS MAP 271 21„ 10YR 4/6 55 7, 2400 10YR 4/6 55.5' PARCEL 84 - _ #326 OAKLAND ROAD s� 0. 43 AC. - - - HYANNIS, MA - - PREPARED FOR C C EASEMENT PERC - - �E�TRI� B&B EXCAVATION / BURT - CS CS DATE: MAY 17, 2016 REV. MAY 24, 2016 (EXISTING 2 BEDROOM) 10YR 7/4 10YR 7/4 / of MAss off 508-362-4541 fax 508-362-9880 DANIELA. cy o� DANIEL ti��m downcape.com 1 106.76 OJALA A. CIVIL O,!f`=._A U� - 02 , a 40980P down cope engineering, inc. 120 47.5 120 47.5 - / s civil engineers �° �° �, � C Fcs � � a NO GROUNDWATER ENCOUNTERED Scale: 1"= 20' S, 16 �F 0NAL y° y 2`�- N , �� �,, land surveyors 939 Main Street ( Rte 6A) LICE # > 6- > 33 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 16-133