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HomeMy WebLinkAbout0564 OLD CRAIGVILLE ROAD - Health 564 Old Craigville Road Centerville A= 226 - 177 r t No. 4210 1/3 ORA Pendaflexe ll►lo oo 100/.kv I y No. V �® r Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in co PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS es 4plication r Disposal 6pstem Co=stem hermit Application for a Permit to Construct Repair(grade( ) Abandon( ) ❑Individual Components Locatigg Ad�4Qess or �yot No.,��"f®/ C.44,AV%11 a- Owner's Name,Address,and Tel.No. �U `� �'7 Assessors ap/Parc O V ti .1 Install Na ddregs,and Tel.No. Designer's Name Address and Tel.No. S'p �' 3 Type of Building: *fv t v re_jR14 Dwelling No.of Bedrooms ;3 Lot Size /® 9 d 0 q.ft. Garbage Grinder Other Type of Building .S i- �C 'Ve%u,1 h4 No.of Persons Showers(.--' Cafeteria( ) Other Fixtures Design Flow(min.required) 2 gpd Design flow provided 33_3 , 9 gpd Plan Date !o Number of sheets Revision Date Title Size of Septic Tank iS-o o Type of S.A.S. Description of Soil h -.S'Ad 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 to place the system in operation until a Certificate of Compliance has been issued by this Boar2of/a S' ed Date -- � Application Approved by Date Application Disapproved by Date for the following reasons ` Permit No. 2G/0 — Date Issued / a L CAT, ION SEWAGE PERMIT NO. � , a� v I N S T A LLER'S NA-IME A A D D R E l-0141 R OR OWNER o G ✓ l DATE PERMIT SSUED DATE COMPLIANCE ISSUED -� tf,�o o i No. %U S Fee rTHE COMMONWEALTWOF MASSACHUSETT3_ Enteredinco er: a, PUBLIC HEALTH DIVIbION - TOWN OF,BARNSTABLE, I\!§ACHUSETTS -` , applisation for.-Mfsposal i§psteiit Construction Permit Application for a Permit to Construct(Repair(/Upgrade(`) =Abandon( ) Complete System ❑Individual Components Location Address or Lot No.s"(�Y Q��,�;j%V;I J v� Owner's Name,Address,and Tel.No. SV =7 9 0 17 0 S } f QAte v,/1/� +�a+� ?Alan+ c.+�, �cev, .S'v //, V,F, ••t Assessors Map/Parce 4 r Installer's Name,Address,and Tel.No. d�7/�F- 6M L Designer's Name,Address,and Tel. o. S-O r T7 Type of Building: C e L,)*e,Lit' f p t4j„9 Dwelling No.of Bedrooms Lot Size /0 9,Q, q.ft. Garbage Grinder Other Type of Building No.of Persons Showers(.Z Cafeteria( ) ,, Other Fixtures Desig-R loow(min_required) (� gpd Design flow provided ? 3 ? 4 gpd Plan Date Number of sheets J Revision Date Title } -^S e of Septic Tank /,sJ<J Type of S.A.S. J � ('} ��ao t, 1) e���C� � Description of Soil r , i t< 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 cst to place the system in operation until a Certificate of Compliance has been issued by this Board of alt . K:• . :a S' ei Date i Application Approved-by--! 1 i Y1 Date Application Disapproved by Date v for the following reasons r Permit No. 2 o _ (� 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 Tr at_� � � / / g - has been constructed in accordance with the provisions of Title 5 and t�r Disposal System Construction Permit No.PUlo / 0 dated S h t/w Installer Designer #bedrooms a Approved design flow 2 ? gpd The issuance of this permit shall not be construed as a guarantee that the system will i u ctiAn as designed Date_ �` �, Inspector l V� 'a No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS -isposal 6pstem Construction permit Permission is hereby granted to Construct(� Repair( ) Upgrade( ) Abandon( ) System located at "!/n l� �ryA r z �v V err 1 � --f=-o7, �P�T/--I n i 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. Pik Provided:Construe ion ust be completed within three years of the date of this permi Date / Approved by i Town of Barnstable Regulatory Services Thomas F. Geller, Director anar MBLL Public Health Division Thomas McKean, Director 200 plain Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: �� 1 U Sewage Permit# Assessor's Map\Parcel Designer: DIC,�Qv\ P"t Pi� Installer: Address: P© I q �,3 Address: 71 cS'e On (date) was issued a permit to install a / (in ) septic system at 201-D Q/,0/ /s'taller Ci✓'T/ V'llt2 � based on a design drawn by (address W l (q� As dated (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. OF Mgsf9�yo - � D M E � V staller's Signature 4 1 S1E � I VA �----� SAN I T00 (Designer's Signature)-4 (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORNI AND AS-BUILT CARD ARE RECEIVED BY THE BARNST ABLE PUBLIC HEALTH DIVISION. THANK YOU. Q: Health/Septic/Designer Certification Form 3-26-4.doc TOWN OF BARNSTABL LOCATION 6 I 0/10 SEWAGE# 0010"17d emsA' AA e VILLAGE ' i SESSOR'S MAP&PARCEL (o' I,7 1 INSTALLERS NAME&PHONE NO. J 1dn`s ' �rtiS SEPTIC TANK CAPACITY LEACHING FACILITY:(type) j`ZS1 /�� /36 0,�t size) NO.OF BEDROOMS OWNER Jzph4 ,. PERMIT DATE: COMPLIANCE DATE: 11 3 a 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 . L 30 -q i I)epartment of ileallh,Safety,and Environmental Services ,m, Public Health Division Date 367 Main Street,I lyannis MA 02601 = e;uuaetsar� _ . uasa s6.1 Date Scheduled t< o Time Fee Pd. h— l� ,Soil Suitability Assessment for Sewage Disposal. CS Performed By: !/µ"r�,/� Vl ,"��yJ�_ Witnessed By: Imo/ rnV� �• �� �' n� �- LOCATION & GENERAL INFORMATION Locatio Address ,/ Owner's Name E�(p�- Address L elfl e 'Ille Assessor's Map/Parcel: `,2-60. — 177 Engineer's Name 4,0 4G Ce_'Oe NEW CONSTRUCTION _rrX:�, REPAIR Telephone Il 7 7 S d s Land Use WS t y e irt`f!4.t Slopes " 10 /* Surface Stones 1U PYItL Distances from: Open Water Body > n Possible Wet Area ;>M ft Drinking Water Well S ft Drainage Way > �� n Property Line 1 J fl Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) '10111, UA Uiu:. 319ViS+'(32V 9 30 RIM ire c� CD .` to Parent material(geologic) l,{<j Depth to Bedrock k M if Dep Q "/11 Depth to Groundwater. Standing Water in Ilolc. r 6 3 Weeping from Pit Face Estimated Seasonal High Groundwater she- bd,04,-.,P DI',TEItMINA'I~ii)N FOR SEASONAL IRGH-WAI%ic T sLE Method Used: C f.. CG•^dM t%to I -r*-t n ,t T4'y Depth Observed standing in obs.hole: b I I3 in. Depth to soil mottles: �^ in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment a•3 JL Index Well# Reading Date:! Index Well level Adj.factor Adj.Groundwater Level M I pi- MA'aPi* 30 0 PERCOLATION'TEST Tittle Observation fA Hole N Time at 9" 't �r Depth of Pere �� Time at 6" is Start Pre-soak Time Q �L_ Time(9"-6") End Pre-soak Rate Min./inch 2 ' Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(YIN) Original: Public Health Division Observation Hole Data To Be Completed on Back----� Copy: Applicant DEEP OBSERVATION HOLE LOG Hole# Depth from Sail Horizon Soil Texture Soil Color Soil Other r Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % A NIA Idrl_ 'I �18 r . -37 A 't Said Z•5Y�/ DE 'POBSERVATION HOLE LOG Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) lk unsell) Mcttling (Structure,Stones,Boulderes. % A- eel.Sd,d 2.5 G �j F DEEP OBSERVATION HOLE LOG` Holy# A :A' Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. e DEEP OBSERVATION HOLE LOG Hole# i Depth from Soil Hod.on Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. o a 1 I f t a a Flood insurance R to w M Above 500 year flood boundary No_ Yes X Within 500 year boundary No X Yes Within 100 year flood'boundary No k Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? 1 CertificatiQn I certify that on (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 the required training,expertise and experience described in 310 CMR 15.017. SignatureT�CA��kA Date a No. +.Z? r Fee Fi(1 Q C) / THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Zippiicatfon for Mizpoal Opgtemc Construction Permit Application for a Permit to Construct( )Repair( )Upgrade(x )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 564 O l d C r a i g v i l l e Owner's Name,Address and Tel.No.John Sullivan Road WEest Hyannisport 564 Old Craigville Road West Assessor s MAO arcel f H annis ort Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Joseph P. macomber & Son inc Joseph P Macomber & Son Inc Box 66 Centerville 775-3338 Box 66 Centerville 775-3338 Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons 2 Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil: Loamy to medium fine sand Nature of Repairs or Alterations(1-70 when applicable) Installing 1500 gallon tank 1— Disatribution box crallon chambers 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 9f the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been is ed b goar otHea Signe Date Application Approved by Date Application Disapproved or the following reasons Permit No. _ Date Issued 0. THE COMMONWEALTH OF MASSACHUSETTS �9 Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS f ' 01pprication for ]Diopogal *p5tem Construction hermit P' Application for a Permit to Construct( )Repair( 1,)Upgrade(x )Abandon( ) El Complete SystemOIndividual,Components ' Location Address or Lot No. 5 6 4 Old Cra i qvi l l e Owner's Name,Address and Te�I.&(J.6pn Sullivan Roa0W st Hyannisport 564 Old Craigville Road West Assessors ap�arcel /, -,f Hyannisport Installer's Name,Address,and Tel'No. Designer's Name,Address and Tel.No. Joseph P. macomber & Son inc Joseph P Macomber & Son Inc Bos 66 Centerville, 775-3338 Box 66 Centerville 775-3338 Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( ) Other 4. Type of Building No.of Persons 2 Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank t w�,, Type of S.A.S. Description of Soil Loamy 2W medium fine sand .07 Nature of Repairs or Alterations(A wer when applicable) T n G 1-a 1 1 i n g 1500 gallon tank I— Disatribution box -500 gallon chambers 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 f the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been is ued b oar of Hea ,ram Signe Date 14 Application Approved s by Date A 4. ,Application Disapproved or tlle,f6ll?ins reasons � y Permit No. Date Issued •— THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance Ir THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded( x ) Aliandoned( )byJoseUh P. Macomber & son Inc at 564 Old Craigville Road~ West Hyannisport has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Pe dated "' �T f Installer J-P, Macomber & Son Inc Designer J.P. Macomber & Son Inc The issuance f this permit shall not be construed as a guarantee that the s 7s em will unction desi ed. Date oU Inspector- -——————----------- ---`---------------- Fee-6��'A 6�OK% THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS + Zizpooaf *pztem Construction Permit Permission is-hereby granted to Construct( )Repair( )Upgrade(x )Abandon( ) Systemlocatedat 564 Odd Craicfvill Road West Hyannisport 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 must be completed within three years of the date offtthi ermit. Date: Approved�Y ,_ ► 1/6/99 ' NOTICE: This Form Is To Be Used For the Repair Of Failed Septic Systems Only. MAP, CERTIFICATION OF SKETCH AND APPLICATION FOR A DISPOSAL WORKS CONSTRUCTION PERMIT (WITHOUT DESIGNED PLANS) L Joseph P.Macomber Jr. hereby certify that the application for disposal works construction permit signed by me dated 6/28/01 concerning the property located at564 old Craigville Road West Hyaporttneets all of the following criteria: • The failed system is connected to a residential dwelling only. There are no commercial or business uses associated with the dwelling. • The soil is classified as CLASS I and the percolation rate is less than or equal to 5 minutes per inch. • There are no wetlands within 100 feet of the proposed septic system • There are no private wells within 150 feet of the proposed septic system • There is no increase in flow and/or change in use proposed • There are no variances requested or needed. • The bottom of the proposed leaching facility will not located less than five feet above the maximum adjusted groundwater table elevation. (Adjust the groundwater table using the Frimptor method when applicable) • If the S.A.S. will be located with 250 feet of any vegetated wetlands, the bottom of the proposed leaching facility will=be located less than fourteen(14) feet above the maximum adjusted groundwater table clevadon, Please complete the following: A) Top of Ground Surface Elevation(cuing GIS informadon) C 7 B) G.W. Elevation "� + the MAX. High G.W. Adjustment ,V, a 7' r. DIFFERENCE BETWEEN A and B l0 v SIGNED; s,:d DATE: 6/28/01 (Sketch plan of system on back). q:health folder.cert 11 Omitting cessp of r ; 1 -1500 gallon Ta ® ibuti 1 2-500 gallon Leaching chambers. 25 'X13 ' T TOWN OF BARNSTABLE 15 C. LOCATION y O L YJ CX 4 111 le XV SEWAGE # 00 q/ 01 VUPLAGE C e,4/1eR 1//-eLQASSESSOR'S MAP & LOT a,6--/77 INSTALLER'S NAME&PHONE NO. J ' 44 A C © /mil ,6 S U/t/ SEPTIC TANK CAPACITY /, J-0 LEACHING FACILITY: (type) :� _ ��`� W e LC S (size) NO. OF BEDROOMS 3 BUILDER OR OWNER PERMITDATE: G ' U I COMPLIANCE DATE: D 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 t a i 1 E:l C� a.. TOWN OF BARN STABLE c d LOCATION 6 y ®L/..2 • C4 4 /6;1111 e XV SEWAGE # �00 VILLAGE C e All"IR L//44 Q ASSESSOR'S MAP & LOT aa6��7 7 INSTALLER'S NAME&PHONE NO. ,J ` /7 C 0...44 S 0/1/ SEPTIC TANK CAPACITY LEACHING FACILITY: (type) `� " ��� Gt✓�'LL S (size) NO.OF BEDROOMS_ BUILDER OR OWNER PERMITDATE: 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 Fumished by a ' d cr' iV i / S r INSTALL R15ER5♦COVERS TO PIPES TO BE LAID LEVEL FOR WITHIN G'OF FINISH GRADE V OUT OF DISTRIBUTION BOX (SEE PLAN VIEW FOR LOCATIONS) WATER TEST D-00%FOR IEVELNE55{FLOW d V) I EQUALIZATION INSPECTION FORT (5EE PLAN VIEW FOR LOCATION) EL.16A _ EL 15.2 _ _ EL.13.5_ EL 17.0 a•sCn�o rvc �05 - - TOP EL.12.2 �' ADS I IOOBD BIODIFFU5ER5 BASEMENT FLOOR E oy� I 1.90BOTTOM®EL.I 1.90 Ne�'uxvr ,•w ueww` In `IN9TA4 TANK I".EOx �•J:•;.; Q ON G'ILA-OF CRUSHCD 5. 1500 GALLON PRECAST ZONING DISTRICT: RD SEPTIC TANK MINIMUM 5ETBACK REQUIREMENTS: MAXIMUM GROUNDWATER FRONT: 20' _ ® L.6.3 SIDE: I d REAR: I O' MAXIMUM BUILDING HEIGHT:30'' SEPTIC SYSTEM PROFILE NOTE:THIS PROPERTY LIES WITHIN THE SALTWATER ESTUARY 12 PROTECTION ZONE. TBM=EL. 17.0 NAIL SET IN POLE / / O ^ DESIGN DATA DESIGN FLOW: (3)BEDROOMS x I 10 GPD-330 GPD 00 � �-\ SEPTIC TANK: 330 GPD x 200%-660 GPD USE: 1500 GALLON PRECAST SEPTIC TANK 14 I DISTRIBUTION BOX: USE: DB-5(5)OUTLET BOX (� \ SOIL ABSORPTION SYSTEM: V \ / USE: (3)ROWS OF(5)ADS I I OOBD 13IODIFFU5ER5 EXTENDED 0.75'W/CONTOURED WEDGES(NO STONE) CAPACITY: r J 1 G BOTTOM AREA: GENERAL USE APPROVAL FOR 4.70 5F/LF G� \ OF BIODIFFU5ER BIODIFFU5ER5: 15 UNITS x 6.25 LF x 4.70 5F/LF=440.6 S.F. CONTOURED WEDGE:(3)ROWS x 0.75 x 4.70 5F/LF- 10.6 S.F. `• \g TOTAL AREA: 451.2 S.F. EXISTING(3)BEDROOM - DESIGN FLOW PROVIDED: 451.2 5F x 0.74 GPD/5F=333.9 GPD ••\ DWELLING(TO BE RAZED) PROPOSED(3)BEDROOM / Q • ; I GENERAL NOTES DWELLING-T.O.F.@ EL. 17.0 2807 S.F.(24.7%COVERAGE) ADIU5 AROUND I. REMOVE ANY IMPERVIOUS MATERIAL FOR A 5'R SAS AND REPLACE WITH CLEAN MEDIUM SAND. LOT AREA: z- SEPTIC I S O SYSTEM LIES V. BE INSTALLED IN ACCORDANCE WITH 31 O 10950.9 S.F. 3. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION OF ANY UTILITY,ABOVE OR UNDERGROUND,PRIOR TO ANY EXCAVATION OR CONSTRUCTION. 4. THIS SEPTIC SYSTEM 15 NOT DESIGNED FOR THE USE OF A TO ae RElnoveo \ ' GARBAGE DISPOSAL. 5. THIS PLAN IS NOT TO BE USED FOR PROPERTY LINE DETERMINATION. ` G. CONTRACTOR SHALL PROVIDE 48 HOUR NOTICE TO DESIGN ENGINEER FOR ANY REQUIRED INSPECTIONS. I-TING I500 16 `✓� \ senIC TANK l - 9N6.114p MC WATERPROOF FOUNDATION WALL - I �'' WITH ASPHALT MASTIC TO A / 1 2 T W. 1 �/ 100% �`\```` \\ ✓ THICKNESS OF 40 MIL WHEN DRY \ // RU A N EXPAN510N AREA \\\ \ • 3 he DEEP OBSERVATION HOLE LOGS SITE SEWAGE PLAN \ • ' DATE: 04 P-12892 D.MEYER,TEST BY: D.MEY ,RS(CSE R 1614) WITNE55: D.STANTON.HEALTH AGENT PERC RATE: <2 MIN,/INCH FOR DEEP OBSERVA TION HOLE�I EL 14.0 5G4 OLD CRAIGVILLE RD., WEST HYANNISPORT, MA DEPTH \A FROM SOIL 501L SOIL COLOR 501L OTHER SURFACE HORIZON TEXTURE (MUN5ELU MOTTLNG PREPARED FOR / O•-1 O' A LOAMY SAND I OYR3/2 10•.37• B LOAMY SAND/ IOYR6/B 7 C MED JOHN * KATHLEEN SULLIVAN +I 9 IUM SAND 2.SY6/4 '\0G/' GROUNDWATER FOUND @ 96•(EL.6.0) ' SGALE: DATE: DRAWN BY: I" = 1 0' 04-20-20 1 O TMW DEEP OBSERVATION HOLEI2 EL. 15.4 JOBNUMEER: REVI51ON: 5HEETNUMBER: I INSPECTION FROM HORIZON TEXTURE 501L SOILSOILLOLOR SOIL QTHER O 1-035 SP-I SURFACE (MUNSEW MOTTLING O'-9' A LOAMY SAND IOYR3/2 WELLER * A550CIATE5 30' B LOAMY SAND I OYR6/8 PERC TEST 30'-1 14' C MEDIUM SAND 2.SY6/4 39•-51' GROUNDWATER POUND @ It 3-(EL 6.0) / I G45 FALMOUTH RD., SUITE 4C •-' P.O. BOX 417 CENTERVILLE. MA 02G32 INDEX WELL: MIW-29(ZONE A) �e- K'-741 ; 1 lWlrl"rt s>g�Dl�� 14 WELL READING: 6.0(03-31-2010) 2 WINDY WAY, #232 NANTUCKET, MA 02554 MAXIMUM GROUNDWATER RISE: 0.3'(FL.6.3) TELEPHONE t- FAX: (508) 775-0735 5ZT6t-,r-T' Ca-Act Liu_ : Z.' rzl�R'e• I-7.77 dole.--� EMAIL: trl5WCller@comca5t.net - +2'y JA.MILANO CONSTHUCT'ON REGISTERED LAND SURVEYORS It ENVIROMENTAL CONSULTANTS is 9v -e" ,3 yvs* St;S- �vSr .i Ni 3 o ti V-8 m } r e 5--s,_9 15 gi. w bv6,i< Spy`' ctOs O /ea . �,FJ ? svyS'`� � •.,��sa- - 8-fix ro - (�" (.x/o f ar YN i 0r1 c.�ooffice f Ir+vy a � ,+9 5-i.i,lob Sy S_o�.o'� e• ! - '. v " _ � '�• O 'JL1%�'a 4i.•.n.,i 4uP+e q.NiG yJ'{c 9 / � I - q • i 30 S} Q ❑ J.A.MILANO CONSTRUCTION 38 Winter Street Yarmouth Port,MA 02675 T92 6� Sot,.., °..,.1 ko.rt,l..., S•+/IiJan , 5'6 N old t744-1,°,.,s 218Y G. 1, Ca o INSTALL RISERS I COVERS TO PIPES TO BE LAID LEVEL FORl- �, WITHIN G" OF FINISH GRADE 2' OUT OF DISTRIBUTION BOXl 3 �I. �� ` Lu U (SEE PLAN VIEW FOR LOCATIONS) 7 -�v I OL WATER TEST D-BOX FOR a LEVELNESS * FLOW l EQUALIZATION INSPECTION PORT N (SEE PLAN VIEW FOR LOCATION) N EL. 1 6_O EL. 15.2 0. T.O.F. EL. 13.5 Q @ 4"5CH 40 PVC 4"SCH TOP @ EL. 12.2 EL. 17.0 40 PVC 4"5CH 40 PVC I2 I o• ADS I I OOBD BIODIFFUSERS r�iEt Air �\ 12.75 12.50 .00 BOTTOM @ EL. 1 1 .30 a, I4• /JAI/ O INSTALL GA5 BAFFI.� "I G. 17 IN OUTLET TEE- BASEMENT FLOOR I O @ EL. 9.5 12.25 19 w ::::: :.:::..:<:::::;...:.;...::::.::::::.... DB-5 Q a• �INSTALL TANK E D-BOX a ON G" LAYER OF CRUSHED 5 1 500 GALLON- PK�CA5T STONE ZONING DISTRICT: RB MINIMUM SETBACK REQUIREMENTS: SEPTIC TANS; MAXIMUM GROUNDWATER FRONT: 20' @ EL. 6.3 , 51DF: 10' REAR: 10' MAXIMUM BUILDING HEIGHT: 30' HEIGHT: IN SEPTIC 5Y5TEM PROFILE NOTE: THIS PROPERTY L H THE SALTWATER ESTUARY 12 PROTECTION ZONE. II `. l , / TBM = EL. 17.0 NAIL 5ET IN POLE • DE51GN DATA 0 / DE51GN FLOW: (3) BEDROOMS x I 10 GPD = 330 GPD i I -- SEPTIC TANK: 330 GPD x 200% GGO GPD USE: 1 500 GALLON PRECAST SEPTIC TANK =I DISTRIBUTION BOX: I j U5E: D5-5 (5) OUTLET BOX { \ 501L ABSORPTION SYSTEM: U5E: (3) ROW5 OF (5) ADS I I OOBD BIODIFFU5ER5 I EXTENDED 0.75' w/ CONTOURED WEDGES (NO STONE) CAPACITY: BOTTOM AREA: GENERAL USE APPROVAL FOR 4.70 5F/LF OF BIODIFFU5ER BIODIFFU5ER5: 15 UNITS x G.25 LF x 4.70 5F/LF 440.E 5.F. / CONTOURED WEDGE: (3) ROWS x 0.75 x 4.70 5F/LF 10.G S.F. TOTAL AREA: 45 1 .2 5.F. DE51GN I' OW PROVIDED: 451 .2 5F x 0.74 GPD 5F = 333.9 GPD EXISTING (3) BEDROOM D L � DWELLING (TO BE RAZED) ; f ..•...' ;;:....:;"�• PROP05ED (3) BEDROOM I r�> >: {: :: GENERAL NOTES ��r / DWELLING T.O:F, @ EL. 1 7.0 \ f 2607 5.F. (24.7% COVERAGE) %♦ • r.••...,.. ::: :.. `'::: : ::� 1 . kEMUVr ANY IMF'CF:VIUv'j MA1 TRIAL FUi H 5' RADIUS Ar�OUND� .: `♦ ` :••::':'::; :::•: :::::::::. 1 5A5 AND REPLACE WITH CLEAN MEDIUM SAND. d 4 ♦ y ` :::: ... . ... ..... ...: .;;;:: ..: .....: <: :<.:>:':>::::::::;;:'�- 2. SEPTIC SYSTEM I5 TO BE INSyALLED IN ACCORDANCE WITH 310 5 :>:::..::.. : - 1 LOT . :•:•:::: ,, CMR 1 5.00: TITLE V. r /�. ♦ / 3. CONTRACTOR TO BE RE5PON51B�E FOR THE LOCATION OF ANY C %♦ . :.;,. ...:....:'.,,'.•..,,,•._, ';::::::::..::. :;� ' UTILITY, ABOVE OR UNDERGROUND, PRIOR TO ANY EXCAVATION ` '. >::":': ::<': ' :' :>..... „•,.•.,•.•. ....•.•'..:..... .... OR CONSTRUCTION. EXI5PNG 5A5 i :.:.:.:.:.:.:.;:'.;.;.: y.: :•:': <, ,;•.:•:•.'•:•:.•••:•••:•'•:•:•:•:':•':':•:•:':•:•:•':•:•>:•:•:•:':•::•; % f i:.:.:•:.. .....:..•:•:.::.;:....• '...::.:..:.:.:••:': •:•:':•:';::':':':.:•:': ':•: •:•;:.:.:':'::':.;: ::'..;.;.;. 4. THI5 SEPTIC 5Y5TEM IS NOT DESIGNED FOR THE U5E OF A % ♦ TO BE REMOVED i :•:::::: '.: . .::•'.::•.::,::•:::•::::.:.::•:::•::::::::•::.:::::,:,:::•'.:.:•::::.: ':.:..•,.� % % le ♦ ` ;;;:•::':»:........•::'.'......:•:,.,•:.•.'.,•:..•...'...,•.•.•.•.........•.':::.:::.:::.:•:.,:::.,.•.•:.:.,,•� GARBAGE DISPOSAL. .•.•.•.•.'..•.'.•..'.':...•.•::.:..:;::.:•:,;::•: •:.':................,'.,'....'.•.'.... .......... ... ... .. ♦ . . ........ ...:..... . .. :....•:•;>:•:•:':•:•:':'»: >•:•:':':•:•:';•;:•;;•: <:.•':.•.'.•.,•.•:,•.•.,• 5. THI5 PLAN 15 NOT TO BE U5ED FOR PROPERTY LINE DETERMINATION. %♦ ` ;:•:� G. CONTRACTOR SHALL PROVIDE 48 HOUR NOTICE TO DESIGN ♦ �. :<::: :< :;:<::<.... ::::::::::::::>:<::':::.:.... ENGINEER FOR ANY REQUIRED INSPECTIONS. I :• I .. ♦, EXI5TING 1500 GAL I G ♦ \\ SEPTIC TANK ,r I `% < \ <. \ TO BE RE-U5ED �� :: ✓ I �` ♦ ` \ `♦\ `\ `\ ,� WATERPROOF FOUNDATION WALL �-- ♦♦� WITH ASPHALT MASTIC TO A / / 12 1 00% ♦`� \\ ` .'� s ,'^ THICKNESS OF 40 MIL WHEN DRY e � EXPANSION ♦• `� �,k ,•' �, \ ' AREA-�`�♦ `.\ ,.' � ,' �.' ,,, d �� <I DEEP OE35ERVATION HOLE LOGS `� 0 \`N\ DATE: 04- 1 4-20 10 P- 12892 51TE �~ 5EWAGF PLAN � ' TE5T BY: D. MEYER, R5 (C5E # I G 14) . Fr' m a ' WITNE55: D. 5TANTON, HEALTH AGENT FOR d O� PERC RATE: c 2 MIN, J INCH 5G4 OLD CRAIGVILLE RD . , WE5T HYANNI5PORT, MA i; DEEP OBSERVATION HOLE .#I EL, 14.0 � ' \ DEPTH 501L SOIL 501L COLOR 501E „ - FROM OTHER a M ,- HORIZON TEXTURE (MUN5ELL) MOTTLING r M 5URFACE PREPARED FOR O" I O" A LOAMY SAND I OYR3/2 0 10" - 37 B LOAMY SAND I CYRG/8 37" - 98„ C MEDIUM SAND 2.5YG/4 I {� /�"�''}-� I F F C� I tNOFMAS -}�7 9 0 ,'' GROUNDWATER FOUND 96 EL. G.0) �J 0 N I\!1 I I I ELL_N .J U L.LI VAN1.1 tl EVE W 9c� AROti , I .O @ ( + r SCALE: DATE: DRAWN BY: o� UM A M. -' TH #I `�\ , I " 10' 04-20-20 I O TM1lV o.35 91 EYER P� No. 1140 `\ DEEP OBSERVATION MOLE #2 EL. 15.4 lqN�SUR`1� q� a�a INSPECTION \�, DEFTH SOIL 501E 5©IL COLOR SOIL JOB`NUviBR. REVISION: SKEET NUMBER: 4 O1sTE $ FROM OTHER 0 1 -035 05- 1 2-201 0 5P- PORT (TYP) HORIZON TEXTURE SANITAR\P SURFACE A LOAMY SAND n (MUNSELL) MOTTLING �f O OYR3/2 Wf LLER A550CIATF5 / 9 30" B LOAMY SAND IOYRG/8 I - PERC TEST-�-- 30" - 114" C MEDIUM SAND 2.5YG/4 - / GROUNDWATER FOUND @ 1 1 3" (EL. G.0) I G45 FALMOUTH RD. , 5UITE 4C -�- P.O. BOX 4 1 7 CENTERVILLE, MA 02G32 , I r O\ INDEX WELL. MIW-29 (ZONE B) I 14 `z 2 WINDY WAY, #232 NANTUCKET, MA 02554 WELL READING. 6.0 (03-3 I-20 I O) • MAXIMUM GROUNDWATER RI5E: 0.3' (EL. G.3) TELEPHONE * FAX: (508) 775-0735 I I EMAIL: tr15WCI1er@C0MCa5t.net I VARIANCE REQUIRED: 3 10 CMR 15.2 1 I : MINIMUM SETBACK DISTANCES SETBACK TO CELLAR WALL: 20' REQUIRED; 17.7' PRov1DED + 2 9 REGi`'TERED LAND SURVEYORS ENVIROMENTAL CONSULTANTS I Traverse PC 4 1 a