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HomeMy WebLinkAbout1017 MAIN STREET (OST.) - Health MAIN ST OSTERVILLE 1A�= 118 007 SET i oli 0 TOWN OF BARNSTABLE LOCATION IMAW I SEWAGE # VILLAGE " J ASSESSOR'S MAP & LOT j 7 INSTALLER'S NAME&PHONE NO. '—"-"AW If�ML -7 7 L SEPTIC TANK CAPACITY i t4l - GOO AL-- LEACHING FACILITY: (type) $ze) NO.OF BEDROOMS 3 BUILDER OR OWN1jR 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) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by A Z. 1- 76; A-S Z" -2 1 B 31 & 4- - " a� 07 J i. C C'AL 10 L 12 3 JAOT d I TOWN'OF BARNSTABLE LOCATION /D I SEWAGE # VILLAGE �LU r 1 ASSESSOR'S MAP & LOT Q0 7 INSTALLER'S NAME&PHONE NO. �U iA� M� L SEPTIC TANK CAPACITY ��� L LEACHING FACILITY: (type) $ze) PT NO. OF BEDROOMS W/ 44 ` of- 101 BUILDER OR O R_ ` PERMITDATE: COMPLIANCE DATE: 7 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet of leaching facility) Feet Furnished by �iJU"V 1k LNG MM a l� 6 .� -Cq ` x J rc �'C�Q� Q •— � � t i a n No:i 'l I 'Y f ' .r Fee too/ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01ppYication for ;hypo.5al *pztem Construction Permit Application for a Permit to Construct(y, )Repair( )Upgrade( )Abandon( ) ❑Complete System El Individual Components Location Address or Lot N M A.%1,A S T Owner's Name,Address and Tel.No. Assessor's Map/Parcel 11$ ob-7 4 f6 QO S A 2-( LA W Q. 1"w4t4,km's Insta is ame,Add re ,and Tel No. Des ner's Name,Address and Tel.No. q'L S-33 A 4 �r� i5X �t� Type of Building: Dwelling No.of Bedrooms '3 Lot Size sq.ft. Garbage Grinder(�d Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 3*50 gallons per day. Calculated daily flow 3'5Z gallons. Plan Date lit Number of sheets 3 Revision Date *AO14 F _ Title Feo 6m iaD l M P eoV eiM st.,.TS 10 Yl H Akt to 'S i 0!s mzy 1 L-L C Size of Septic Tank 15M Type of S.A.S. \'Z K ZS KZ t_EAC*A Description of Soil O_%? AF l.06L%,% S&I-L0. Some ezo-t'S to-a 2.1 j 12•a 4 19 M eV "V -Few rne.d 20csr5 %0-i 12 00 ?A-►Z0 CC CoAc2Se. SA.INtD , 6jNL&LQ 6,eAtta �012. 6/60 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees ure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the proves eLtbeEnvironmental Code and not to place the system in operation until a Certifi- cate of Compliance has been s ued t azd o ealth. Signed Date Application Approved by Date S- A.- 9 Application Disapproved for the llowin reasons Permit No. Date Issued y 0 00 o. /J �•--. - ,_ Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLES MASSACHUSETTS Z(pplication for ;Di.5po.5al *p.5tem Construction Permit Application for a Permit to Construct(X )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot Nof 1W t-A ta,%t I Owner's Name,Address and Tel.No. Os rE t2V t L.L S £J JA.x'1"1 r\n EX Assessor's Map/Parcel ` 1 t g OQ� q a CLO 5 P,a-, L-A NC 9-11 A r.I.0.-%\S Installer's e,Addre s,and Tel.No. Designer's Name,Address and Tel.No. 2 8-3S A_e,� 1� 51 t�-vC\(fit �2 u 4 drlt..l j Type of Building: Dwelling No.of Bedrooms q g�J Lot Size Q�6(c+ s ft. Garb,a e Grinder Other Type of Building No.of Persons t=Showers( ) Cafeteria( ) _.� Other Fixtures ;. } Design Flow 330 gallons per day. Calculated daily flow �3 gallons. Plan Date M A� 1 999 Number of sheets ,3 Revision Date KION1 C. Title 0n Pn;,C:Q 'iii P JWYCAN+SNAG 10 1 H A t,V S i w'�TEZY t 1 Size of Septic Tank 15C O Type of S.A.S. \2 K Z S *Kt L.(_.ALH Description of Soil O-12 AP L.OAvu:l S A nk O , SG M t:. eZOT5► 10'Y 1Z Z/ 2q-12C) C - Co eSE. SAW , 61tiCLG 62AIU 10*'1f2 6/60 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: �. Agreement: �� The undersigned agrees ure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisi the a Environmental Code and not to place the system in operation until a Certifi- Cate of Compliance has been ue I •oard o ealth. Signed . Date Application Approved by Date r- _ 9� Application Disapproved for the FollowiiQ reasons Permit No. �% -.Y Date Issued --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS u (Certificate-of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed(x )Repaired ( )Upgraded( ) Abandoned( )by at 1 o 17 M A 1 ti 5 T OS 7r_9—V 1 t.-L(5 has been const, ted in accor e with the ro ons .T le 5 and the for Disposal System Construction Permit N - oZ dated`~ , ` { Inytaller —Designer ) y_�k The issuan of thi pe t shall not be constru d as a guarantee that the yster - 1 function as desirned. Date �. `L� ✓ Inspecto .�� -�rG �./� ,� / / - - ---------------------------- — No. �/ Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS Mwiopozar 6potem Construction Permit Permission is hereby granted to Construct(X)Repair( )Upgrade( )Abandon( ) S st dat —\ 0SZe—U1t_ 5 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. I Provided:Construction must be completed within three years of the date of thi___p Date: Approved by L F tµ OF TER SULLIVAN VAS{ CIVIL 3S Is ? \ r wr t ait o-fox FS fd� \ b Aft \ T d r ` 3Rf�w 84 opw% � %% 7C13 \ \ \ \ Z 1 ti \ \ -u \ 00 \A ` �/ oZA =�. 3►' P Existing dwelling to be demolished Proposed 10j�_ 1, ►l" Garage " - a .Proposed Single , 1 � � 1 f( ` 1 '� �o >; Family Dwelling W 1 - f� 1 1 b If 1 8Y ad Of lop / // l + i / j RICHARD��sa i 1 / / f i / ♦ / tn a R... tr / / / / LHEUREUX No.M 12 0 /1 30 43 d0 nrr The Proposed foundation shown hereon complies u with the sideline set back requirements for the Town of Barnstable and is not located within the 100 year Client: EJ Jaxtimer floodplain. 48 Rosary Lane Hyannis MA Sheet"Sft�En5��� �• C' Sure Title: Proposed Improvements On�f CW M Hymn° MA 02 0"8 778 1017 Main Street °I a3o. (Mom-m"(Moto-MIS fm MWAM-7=g -mm *W Osterville, Mass. Date rr�� e�.....e�.mdna 041MAY11M V3 w FG. FG� Client: EJ Jaxtimer e; 48 Rosary Lane \931 192,I Hyannis MA I ISoo 6A�, z, Bot.E I. 19D•l tH - ��'� �'� �� Bedding as S' Per Title 5 SULLIVAN ` X0' \�' 10' \o° 12' I as, Bottom of Test Hole NO.VIL 3 s� asTE� DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM Scale �® Finish Grade . - FIINr "Co pact Fill 00 Fabric Ile ile , . - Poa 9faio ! '"r I Loathing - N Chanbr Double Hashed Stone II - 4-10 1 NOTES DESIGN DATA CROSS SECTION OF CHAMBER L Water Supply ForThis Lot is Municipal Water Single Family-3 Bedroom -NOT TO SCALE With no Garbage Grinder 2 Location of Utilities Shown on This Pion AmApprox. Daily Flow=110 x3=330 GPD PerCTeSt P-9391 Date 4/22/99 At Least 72 Hours Prior to Any Excavation ForThis Septic Tank:330 GPD x 200%.=660 GPD Proiect The Contractor Shall Make The Retired Use 1500 Gallon Septic Tank SEInc. P.Sullivarl BoHealth Ed Barry NotificationtoDigSate(I-800-322-4844)3 The Contractor is Required to Secure Appropriate LEACHING AREA Test Hole 1 Permits From Town Agencies For Construction 550 GPD/0.74=446 SF Required 0-12" AP - Loamy Sand,some roots 10YR 2/1 SidewalI=2(12'x2512=148 S.F Defined byThis Plan. Bottom Area=12'x25 =300 S.F. 12"-24" B Med. Sand,few med roots 10YR 5/6 4 Install Risers as Required to Within 12"of 448 S.F.Total Provided 24'-120" C Coarse Sand, single grained 10YR6/6 Finished Grade. LEACHING CHAMBERDESIGN 5.All Structures Buried Four Feet or More or Subject', All Pipes to be Schedule 40.Use NO Water Encountered to Vehicular Traffic lobe H-20 Loading. 2-500 Gal.Leaching Chambers Ina Test Hole Z 6. Septic System to be Installed in Accordance With 12'x 25'Washed Stone Field as Shown 310 CMR 15.00 Latest Revision And The Town of 0-12" AP Loamy Sand, some roots 10YR 2/1 }` Barnstable Board of Health Regulations 12 -24" B Med. Sand,few med roots 10YR 5/6 . Z All Piping to be Sch.40 PVC. 24'-120" C Coarse Sand,single grained 10YR6/6 ry No Water Encountered There are no wetlands within 100 feet of the proposed leaching facility. Perc@36' Pre Soak 15 Minutes There are no private potable wells within 150 feet of the proposed septic system. ; Drop 12"-9" 3 Minutes 00 sec There is an increase in flow and no change in use is proposed. 9"-6" 3 Minutes 30 sec There are no variances requested or needed. Class 1 Material . ►�lV8I11 C� �u� Sheet Title: JI C3&1g1 glneefft peS re Proposed Sections & Details ale PC ftx sss 1017 Main Street Ostwv tee MA 02& Hyanets UA 02em-071e (,"=., s aw Osterville, Mass. note 04111rAY199 Map 118 Parcel 007 F' AP Ground water District Zoning District RC Setbacks: 20710'/10' Plan Reference: Plan of Land in Osterville For: Robert Maxwell & Aldis N. Davis Dated August 8, 1962 Ed Kellogg RLS Plan Book 171 Page 111 \ \ 1BM El=197.0 (Assumed) / 20,50\ \ ASPHALT A \ Top of CB/0H Fnd III I OF ' \ \ PARKING AREA \� '�ce/rnr 34.18� _ S 84'33'10•,� m 70.15' 8' 0 \ C8/OH 68.71' \ \ _13,86E±SF \\ \ \ \ <F d \ \ \\ \\ z DEL=1ss.r. o \ I I / - / PORCH / 1 O a CDemolish Exi=Structure T' f 2 sty W/F \ 1 \1 ®�-_'�5' Dwelling sr NfA�DE I I Sc FF,198.5' I 27.4 m -01 02 \ Fnd I N 84.1 T MRf FENCE / S,7 S' 17.0' Client: EJ Jaxtimer 0 15 30 45 60 FEET 48 Rosary Lane Hyannis MA (CapaS N Sheet Title: g Dw9C384 1 S�:a Viva, IEngineering, Rne. C� l�l U V Existin Conditions Plan 9 PO Box 659 PO Box 718 1017 Main Street Scale 1"=30 Osterville, MA 02655 Hyannis MA 02601-0718 Osterville Mass. ' (508)428-3344 (508)428-3115 fox (508)790-7902 (508)790-7905 fox ` Date PSullPE@ool.com copesurv@copecod.net 04/MA Y199 313 70WN.OF BARNSTABLE LOCATION V Off. jb4 SEWAGE # VILLAGE 111A I ,r< ASSESSOR'S MAP & LOT 07 INSTALLER'S NAME&PHONE NO. LJL . ; SEPTIC TANK CAPACITY LEACHING FACILITY: (type)\.0 \V., � �6ze) .� NO. OF.BEDROOMS 3 BUILDER OR OWNER l { PERMITDATE: —7 COMPLIANCE DATE: 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 l t s _ => 75 v1 � t AWN t i- v � � �► ,� �J`j �n � _ -;� �� N wry _ Town of Barnstable P# 93 9/ Department of Health,Safety,and Environmental Services Public Health Division Date Q, 367 Main Street,Hyannis MA 02601 = antwerear.K 0r' ►� Date Scheduled Time�,o//-� / I`97 D •60� Fee Pd. 1 D D• 0 0 ED MA'I _ / / rt Soil Suitability Assessment for Sewage Disposal. Performed By: P&r Su I)V an P EJ S i4L G•1 V t9 A) ENG'SNC.W itnessed By: 1;AP el./ LOG�TION 8cENERAI.INFORMATION .: ..:.. LocationAddressJ0/r/7?a/•h Sf, Qsyt� J� ��� Owner's Names'( 07- Address f/ Meeo tovJ Ld rK /.h J(5J+cn V e Assessor's Map/Parcel: mad 1/JF pars e) 7 Engineer's Name /eA,- SVl1 J PE NEW CONSTRUCTION REPAIR ✓ Telephone# 3 3 y y Land Use &:d-2L1DMkA7r LAr t Slopes(%) * Surface Stones fAO&3 E Distances from: Open Water Body ft Possible Wet Area 256 ft Drinking Water Well - — - ft Drainage Way 90 ft Property Line 10 r It Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) \ rr wa 84 00%E �� �� • ��� Rild \ 1�866fSF •�� \ \ 1 \ � setae' \ � - \ \ VVLW1 P \\ \\ e 8 %I _nas a .� � 47P / tester n ;r. I 'mzzr s w deif i Parent material(geologic) (J u Tw*45 H ��.A.t,0 Depth to Bedrock ?jOQ Depth to Groundwater: Standing Water in Hole: aou if Weeping from Pit Face k1w"i 14 Estimated Seasonal High Groundwater L'}5 _ Gw tN Of!? QA, .S TA&—C. 44 M,i& OfapC ..: »>;.: 1ETERMl1ATtQN '( R SEASdNAL DGT'VATER ' Y. >' :.. :'` sv¢ ...... .. .. . ... . . Method Used: 1l...``...::.::.:..::..:..................:.: Depth Observed standing in obs.hole: 14(a t3 C in. Depth to soil mottles: 1,6tV in. Depth to weeping from side of obs.hole: i Loti C. in. Groundwater Adjustment ft. Index Well#_._ Reading Date: .;__ Index Well level.,,___ Adj.factor Adj.Groundwater Level_. ..........................._..........._._. .: ..:.:....................:.. :.:.. :. ..::.;. PERCOLA: ::I . .:... ..:. .::..... :.:::.::.::.:::<::;:::;::..<: T. ON..TEST:: _. ...: .:: Observation la�r Hole# Time at 9" 3�+t+•p0 5 CGS Depth of Perc 3 Time at 6" 3 A`N 30 S rGS Start Pre-soak Time® \�-- Time(9"-6") End Pre-soak L ES5 T}i Z vA \ry Rate Min./Inch Les s't�}At�L21ti1Iry !t%,or-t•t Site Suitability Assessment: Site Passed )t Site Failed: Additional Testing Needed(Y/N) 0 Original: Public Health Division Observation Hole Data To Be Completed on Back-� Copy: Applicant �:�:��MEEP DBSERVATIONUOLE LOG;; Dale# 1 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. o AL S;V%4 CO �.l� �OYe z/ t ►.�oNe 12 Z 4 n Z4-120 Cr 5 cj lo�l��f�v �.lotuG 5�t t.GGaat DEEP OBSERVATION HOLE LOG Hoe# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. ° Gravel) t.or►�• �OYQ2�1 � 0-1 e AP 5AL&V o►��; t2-Z.4 1 '$$A,"[> L0N12 s'/(p KO&>C vaw eooZ s zq•�2f7 Go �0�4 616 N,o s►��L� ���rt, DEEP 4BSE�tVATION Soil Soil MOLE:LOG< HOIe# Depth from Horizon Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency, Gravel) DEEP;OBSERVATIONROLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. oGravel) Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes X Within 500 year boundary No Yes Within 10.0 year flood boundary No 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? Certification I certify,that on 9 J (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 ' g,experti Aerience described in 310 CMR 15.017. Signature © Date S ✓si The Proposed foundation shown hereon complies map •�` 118 Parcel W? with the sideline set brick "requirements for the Town DESIGN DATA-`tingle Family-3 Bedroom AP around water District ° �� 100 year With no Garbage Grinder zoning District RC S 82 20 50 s flOodplain. "- .. � '- - Doily Flow=110 x 3=330 GPD • of Barnstable and is not located within the E Septic Tank:330GPDx200%0660GPD Setbacks: 20/10 /10 34.18'\ _S 84°33'10' Use I500 Gallon Septic Tank '\ 70.I5�E c �91 's LEACHING AREA Plan Reference: Plan of.Land In Ostervllle S 88°.02 50°E a 330 GPD/0.74 a 446 SF Required For: Robert Maxwell & Aldis N. Davis Sldewoll=2(12x2S)2=148 3.F. \ 68,71 - Bottom Area=12'x2S ==14 S.F Dated August 8, 1962 LOT AREA \ _ 448 S.F.Total Provided Ed Kellogg R �3.86b+ S1= \ .poP. �\ N _ \ Plan Book 171 ` � \ `• LEACHING CHAMBER DESIGN Page 111 N + All Pipes to be Schedule 40. use k 2-500 Gal.Leaching Chambers Ina - 12'x 25'Washed Stone Field as Shown T. w I Pere Test P-9391 Date g,� GC�pSIldtS 3 0@D�OONI �_1 � N � � th d �_M SEtnc P Sullivan BoHeaf E Barryp' S2' R I toi est HOIe "' I u 0-12" AP Loamy Sand, some roots 10YR 211 co Cr R1 12"-24" B Med. Sand,few med roots 10YR 5/6 24'-120" C Coarse Sand, single grained 10YR6/6 m I •tt:-t =pR©P�- 1 1 I No Water Encountered rn Test Ho 6GK - — �°Ir 0-12" SAP Loamy Sand, some roots 10YR 2/1 I N i— ) _ u 12%24" B- Med.Sand,few med roots 10YR 5/6 -- PRtMv 1 1 0 O 24'-120" C Coarse Sand, single grained 10YR6/6 . 3 0 c.° ' No Water Encountered i p_gox TaNK I _ ..� . �_" Perc@36 Pre Soak 15 Minutes t y I r _ I , T6.6T q Drop 12"-9" 3 Minutes 00 sec 1 / g T8°3h 50 W Via,: to f,, 3 Minutes 30 sec f /102.20' �. w N 84 17'60 9 -t3 I ° "w Class 1 Material " o 1 a a ]NOTES Nh . L Water SupplyForThis Lot is Municipal Water~ ~ i 2 Location of Utilities Shown on This Plan Am Approx. + PLAN VIEW s At Least 72 Hours Prior to Any Excavation ForThle ' : f Pro ro S I The Required )ect The Cont ctor ha I Make y Scale 1 = 20' t Notification to Dig Safe(1-800-322-4844) OF n 3 The e Contractor is Required to Secure Appropriate From Town Agencies For Constructin s_ t PUER -• - Defined This Plan.. SULLIVAN FG.196.5 4 Install Risers as Requimdto Withln leof �g 73� FG. 191.0 ` Finished Grade. - t."7 rl 1, 3.All Structures Buried Fo:►Feet or More or Subject', �!L ML 193.5 to Vehicular Traffic fobs H-20 Loading. 18 9.0 Ca Septic System to be Installed In Accordance WMh 192.9 1500 Gallon `192.7 Top El. 190.0 310 CMR 15.00 Latest Recision And The Tbrmot `J Septic Tank 190.2 *- But:E1.187.G B&M a.pl_@oc.o Health Regulation. 190.0 T. All Pi ., • " ` pnq to be§eh 40 PVC. Bedding as k » Per Title 5 25' to' 45' IO' ' 12' 1.9 E1.185.1 - r�o„er - - Bottom of Test Hole. � _�,�„� n„ ' SITE PLAN Ground Water8Grounpprox.25'BeIoMFG. PROPOSED SITE IMPROVEMENTS •• Per T.O.B Ground Water Mop.:. s� ' DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM l AT Not to Scale MAIN STREET `�° s�' OSTERV I LLE, MASS. There-are no wetlands within 100 feet of the proposed leaching facility. t� ''10 FOR There are no private potable wells within 150 feet of the proposed septic system. °" JO H N BLAZE There Is an Increase In flow and no change In use Is proposed. - CROSS SECTION OF CHAMBER SCALE: AS SHOWN DATE: DEC'. 22, 1999 There are rt0 varianoe8 requested Or needed. � -N°T.ttl eGL[ SULLIVAN ENGINEERING INC. ' - OSTERVILLE, MASS. UQORR