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HomeMy WebLinkAbout0037 BLUFF POINT DRIVE - Health 37 Bluff Point Drive Cotuit A = 034 063 tI i :3 7 /� /� TOWN OF BARNSTABLE dC' LOCATION JW1fQ1n` Aie SEWAGE # -99-8 n VILLAGE Cam i � ASSESSOR'S MAP & LOT,034-0bg INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY 15 00 6&1 /'/'oZ 0 LEACHING FACILITY: (type) 6-00 Cigna' of (size) 1 a )(Mr NO.OF BEDROOMS (VIA BUILDER OROWNER 3-AC rG Av1 PERMTTDATE: /Ydli. 2 COMPLIANCE DATE: V L. Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 4 o b C L� a 3S�'g-"h i.0��.r 7 3 ©vi o` CQ© �'t � i p V iQ1?e. 4 ... No. Fee l—/ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 0[pprication for �Digpogar bp5tem Conotruction 3dermit Application for a Permit to Construct(X)Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot o. Owner's Name,Address and Tel.No. -�7 Lot Po°Nt Pr 10k" dr ,41tiEL.4 EG,4/7/ Assessor's p/ParcelCptu/'t-I M/.qs s 22 2 OLD P.4ri" RD• NgP !✓ 04&-.=L. 4,3 s Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 4 2.5 4 3 3 y y PEf't/rr i-'L �Oio�3A- Pam. Oster iLGE s Type of Building: + Dwelling No.of Bedrooms Lot Size yf O 0-sq.ft. Garbage Grinder( ) Other Type of Building CoA6erxatlY No.of Persons Showers( ) Cafeteria( ) Other Fixtures 0/1J/,!!;7 BatNr®u Design Flow 3 3 0 gallons per day. Calculated daily flow 3 3 Z gallons. Plan Date I-ES . ZyA (99 q Number of sheets I Revision Date Title SItE PLNN- PM180-5E13 S'EPt'/G 5YSf,_-A1, BLUFF R© AIr D,— It l WS, Size of Septic Tank / 570a Type of S.A.S. j 2°X 2S�L�Ac�t irlisi�l/�lN23EA-1 A, ,r —0 - Description of Soil '71-d 0664106 4- p L It-O - 3 -A- rowaz eoar5esriwa 13-3� -Q- SIEL• 13/'/V, c,RrSE sglm 0 3<J" I'a °`C.- Lt. YE I3r ti. C2.1r1c Mo W.4-fEIZ E E Nature of Repairs or Alterations(Answer when applicable) 1 3 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 Environ ent l Code and not to place the system in operation until a Certifi- cate of Compliance has been issW by this d of He 1 Signed Date Application Approved by _� tlr� `Z�"y l-�� Date Application Disapproved for the following reasons Permit No. Date Issued 2 - 2-el- 5/ ' ••.!. -`'-.. ..d. _s.E».�/,14•✓7• . .ram`'...•"• #,. ..w y+.} ,. ...-....�..v.., . .. .. ,. .• c . No. Fee 019 THE COMMONWEALTHP N ASSACHUSETTS Entered in computer: Yes i PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01pprication for Migool *p!5tem Congtruction Permit Application for a Permit to Construct(X)Repair( )Upgrade( )Abandon( ) El Complete System El Individual Components Location Address or Lo��.io. Owner's Name,Actress and Tel.No.--7-� [3LLJFF Poirot pr1vE Sohty d- 1'Ah'ICY� EfrA/v Assessor's p/ParcelCo*�/t� �y/gS5 22 OLD FprM Rb. /YI 3 y agr L✓ G3 uop4inl-t ov s Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 4 2 6—3 3 y y Type of Building: f Dwelling No.of Bedrooms Lot Size Y4 060'sq. ft. Garbage Grinder( ) Other Type of BuildingCoia6gryg-iY No. of Persons Showers( ) Cafeteria( ) Other Fixtures 061,67 84 tNLegZ!d Design Flow 330 gallons per day. Calculated daily flow 3 3 2- gallons. Plan Date EsS . 2N; 149% Number of sheets 1 Revision Date Title S1tE PL,9N- PrOPOSeD SEPtiG .5YS-terM, f3L_UFF Roin/r r)I: ,Clfti/t /Y/9ss Size of Septic Tank /500 Type of S.A.S. 12tX 2-,5-`L_--AGti 1/Vy U345I_� ., /t? Description of Soil '/-d OrGAnll e- tr m L O t� 3'�A -13 row �rS CoE sAlYD 3`-30 R— yL1- B rAl CaArse S41vv , 3 c/'= 13&t'C- L-I•. YEL- Brio. CzAlsE X 104 Nature of Repairs or Alterations(Answer.when applicable) 1 t. fJ' S /3 XyyrL ` N Y Date last inspected: Agreement: /The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system *,m accordance with the provisions of Title 5 of the Environ ent 1 Code and not to place the system in operation until a Certifi- cate of Compliance has been iss by this NWd of He ,L. Signed ° Date/ /I Application Approved by 1 Date 7- - Application Disapproved for the following reasons _ � t Permit No 17 _elr Z-. Date Issued 2 - THE COMMONWEALTH OF MASSACHUSETTS ,j } BARNSTABLE, MASSACHUSETTS (Certificate of (tompliance THIS IS TO CERTIFY,that the On e}Sewage Disposal Sy tem Constructed O J Repaired( )Upgraded( ) Abandoned( )by at [3LL1 FF Po�rvt rt�r1 yG ,r'�furt /y1ASS- v has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 'dated Installer DesignerNO The issuance of this penpit shadnot be construed as a guarantee that the s" tem-will function�-as//design rdK1 ,4} l�AJ Date ll v Inspector 1 11t)_1` 14111 A_A ! r j q F No. / f f+ Fee .-''THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE: MASSACHUSETTS �,.� -'r �i��ogai �pgtent �ongtruction �ertnit Permission is'hereby granted to Construct(k)Repair( )Upgrade( )Abandon( ) ..-System located at BLLBFF RofA,-t Qrl,r/F_ 0,9-`'z//r //.4S_r 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 of this permit. Date: �5�_ /' 4Q'2 Approved by_� =No.r Z Fee 1019 — THE COMMONWEALT-WO"ASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Application for 30i-4po5a[ 6p!5tem Con!5truction Permit Application for a Permit to Construct(X)Repair( )Upgrade(' )Abandon( ) ❑Complete System 0 Individual Components Location Ad ress or Lo o. Owner's Name,Address and Tel.No. SLUFF Potnv-r Pri✓E S•Ohiv 4- FW1"49&4 EGAN Assessor'sMap/Parcel�"a*4 7"i 1012SS ZZ. OLD PArl" RD 3 V 0264EL- 140P41ty-o/v c Installer's Name,Address,and Tel.No. Designer's Name,Address and .No..2 V-3 3 4/9. Ostci s Type of Building: Qcvwov --E Go.&v N6 S-i-t .ue-we.0 QS 513/00 Dwelling No.of Bedrooms 3 vk N Lot Size L 06-0-sq.ft. Garbage Grinder Other Type of Building��f No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 3 a 0 gallons per day. Calculated daily flow 3 3'2- gallons. Plan Date Fee . 2yo 149% Number of sheets ( Revision Date SA 100 Title SItC- BLra/✓- Ff080s D E SEPLe- SYst rAi-. I3).UFr 12.-,iw'r' /Jr. .Cof4/f Ino9SS Size of Septic Tank /500 Type of S.A.S. 12!X 2S L Act 1/Vfi��9�/NRE� a ,r -0 „ u Description of Soil ��41 Or"All C 6 L O - -A- ro CO/J S,4&P 3-30 - yi0 BrN CoArSE S/Oiiy . 3 U"- 13 a c- Lt VEL• Br Al Ca yrsc- X,4 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 not to place the system in operation until a Certifi- cate of Compliance has been issued by'this Board of.Health. Signed Date Application Approved by -1 Date Z -7./-q QJ Application Disapproved for the following reasons Permit No. Date Issued 2 ` 2 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed(\j�)Repaired ( )Upgraded ( ) Abandoned( ):by at BW FF Pa i ty t D ri ye ,(ot&rt Ms4sI- has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. '99-X Z dated Z - Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspectoi —,��—��----------— No Fee _ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS 1wiopool bp5tem Conoructiou Permit Permission is hereby granted to Construct OO Repair( )Upgrade( )Abandon,( ) System located at BLU FF Rom,- - Drives , 0,7tU1* hl,4 ss 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 of this permit. Date: Approved by 3`7 TOWN OF BARNSTABLE LOCATION :5J fe&Q,11/ -Pe SEWAGE # -8 VILLAGE 1- O D 0 / ASSESSOR'S MAP & LOT %13 -O INSTALLER'S NAME&PHONE NO. S, hlQG0 //1/C �aZ�-5,SoZnj SEPTIC TANK CAPACITY -0 d G&1 - r LEACHING FACILITY: (type) ,d0 6-1, ClIf4r"'&O (size) /a .)(Mr NO.OF BEDROOMS (V�C9 BUILDER OR OWNER aACL rG Avl PERMITDATE v. Inl COMPLIANCE DATE: f Separation Distance Between the! Maximum Adjusted Groundwater Table and 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 OM 7V r L� xa � 1 j QQ 0 Town of Barnstable PH Y Department of Health,Safety,and Environmental Services �Twergy� Public Healtli Division Date r 9 R 51, 367 Main Street,Ilyannis MA 02601 Y S BABNaTAB[$ Z _ Date Scheduled_ �l� . lb 0995 Time 1or`.n� Fee Pd. ��tJr cia,ic• . Soil Suitability Assessment for Sewage Disposal Performed By: qc�T15P_SUL-(_wAV1J Witnessed By: ". ,' \ 1O 2,q"-�D 1 e�6-F ��- >�0. A'l, OV &:OIV> RAT tN�OitiVf A'TION ......:.:.:::: _ t p Location Address 1C T Owner's Name 6A�Z%c Li'CoA7 God tT Address G/o c5 E t�G, ?O(�KloS�j . a Assessor's Map/Parcel: � O �3 Engineer's Name �t-%VP � u NEW CONSTRUCTION IC REPAIR Telephone N 'q28-334� Land Use e=—,lpC ►UTIb14,,,,L, Slopes(%) ^ ZC7 Surface Stones KAC)kA:c Distances from: Open Water Body AID R Possible Wet Area lQ It Drinking Water Well 110 It Drainage Way "o It Property Line t' IC) (t Other It • o 1 SKETCH:(Street name,dimensions of lot,exact locations of lest holes&perc tests,locate wetlands in proximity to holes) � 8 75' � P?i93s"9 � 7 .1 _ r!uL. 4CTC � a8. . • a9 • _ Z33` yyrr�� v Parent material(geologic) Depth to Bedrock �)60t 7r^t7 S Depth to Groundwater: Standing Water in Hole: ��i,) Weeping from Pit Face K10 A O0Sr x\rW C t4C,w Estimated Seasonal High Groundwater r .Ei_2.3 N6\J0 �56E � ��CAi'iJEtEJii i t-0T' J" :...............:.:::::,.....:,.NEC-0.:. ..Th 1GG,t EB..Lr ..,.W.IiE!�. T1R..16COu+!Es AWEk1 t.A��Cri ; <D 7'ER1VlYNATICII�i FOR EASONAt,�G .W W.T. TAT3LE Q _ ................................. Method Used: "CS , AKA PIZInlPftre E p Depth Observed standing in obs.hole: N%A in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment .Index Well//_nZy_V._ -Reading Date:_. Index Well level.. A(lj.factor Adj.Groundwater Level_ Z _.. ..... ............................. ........... ................................................... .... .... ._. Wi*.: ::,:,. PERCC�LATLOi::TEST:.;::;:::.>:.:>:<:.>::Dnte: ;:..:.::Timf:.::.lv:. v:>;: :.:::::,.......:::.::::,..::..:.::..:.:..............:........::......... ............................:::.:::.......... :::.1._.__--::: z s agLL-oN5 - Ia 111V* I -S5 tI,AN r s Mir Observation Hole H ' Time at 9" II ' Depth of Per yg Time at 6" Start-Pre-soak Time Q S7Y/P GYM fG Time(9"6") End Pre-soak Rate Min./inch LESS �2_ I#//I!?/G H Site Suitability Assessment: Site Passed Site Failed: - Additional Testing Needed 6YM) MC—) ' rlrininol• Pnhlir llrallh flivir[nn ]Tnln Tlqf-i To Rs r'nttttt{-.QrL;r1ht M74,itt»�,+--a.. .• q•.• J ll I' UI35 1V A i'I+p1V X1t! Y, 7G hole'# . .. : . .. Depth from Soil horizon Soil Tex hue Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Doulderes. N r r Consistency.%Graven PI NEN6BLY.6I BrOWeL cc•,v� FINE vvf S YR. s' EL •Brcw.� 13r�`30rr mast Savo 10YR S C L • Y6:LI Bra SiwG�d G-ri41w "o= l38 cc�s 10YR .7, C-.,.4 Pig.L± 1VU #t611F E/ycau&v ACID DII';P`tBSE1tVATIfN IIOLE LOG Depth from Sol!horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) 1- -- Consistency-Willing (Structure,Stones,Doulderes. e LaAM /21i A �wrvcrar� s/�/yo lO Y2 513 F/yE R ao't S 1 i'- 30 r3 YE4-s s o�n 10 2S4 2!o 64416-L { y u Lf. YEL. &A, SiivGGr Grog• 30 -120 C r10AID jo Y1z rwF� t h fr DIUI3StVA7'IbN:Y1dX.0 LUC...:.. .#..::: Deptom 011 S I loriz0n Soil Texlure Soil Color Soll Other Surface(in.) (USDA) (Munsell) Willing (Structure,Stones,Uoulderes. % DEEP OBSERVATION IIOLE LOB IItt1� Depth from lur Soil Iiorlion Soil Texe Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Ioulderes. . e Flood Insurance Rate Man: Above 500 year flood boundary No_ Yes Within 500 year boundary No— Yes_ Within 100 year flood boundary No K Yes 2nlh of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout(lie area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? Certification 1 certify that on AeLtLCjS (date)I have passed the soil evaluator examination approved by(lie Department of Environmental Protection and that the above analysis was performed by me consistent with (lie required tra' 'ng,expe!!:aanexperience described in 310 CMR 15.017. Signature 0 Date kO/►'L 99 NoTgs .�. !•L Water Suppty ForThis Wit Municipal Wotee s •p • dESIGT+I DAtA - -�.. . . / �, fir.• W046ni dedign-�eed`roore sT 2 Location of Utilities Shown on This Plan Are Apptft With no Garbage Grinder. Novsc WaLL�'wwc� s'.: Least T2 Hours Prior to Any Excavation FbrThis Minimum Daily Flow=330 GPD' o At LProjea Requiredi Make The 1 REM Ov�p,, LrrC13T ksrnueTusze To Notification to Dig (1�800-3?2 4844) Us Tank': 00 G Ilan Septic Tank OPD' �3/ �ff ReMOCtffD 3 The Contractor is Required to Secure Appropriate LEACHING AREA } o tub`/eY y �n k ✓ — __ Permits From Town Agencies For Construction t k '►°• «. �V5 Defined byThis Plan. I G / ,? 4' F equired . ron r' Def n 330 PD 0.74 4 6 S R SidewalI =2(12x 25.)2=148 S:F. •6�3�w, / Install Risers.as Required to Within le Bottom Area= 12 x 25 = 300 S.F. o < \ Finished Grade. 448 S.F.Total Provided / 4CACHING CHAMB t b IGN 3.All Structures Buried Four Feet or More or Sub ee!• r . .e Q r` , N / 1=0�'AREA \ ) \ti 6,oso'±sF" i to Vehicular Traffic tobe H-20 Loading. t All Pipes to be Schedule 40. Use _ 4. ' Septic-System.to be Installed in Accordance With a 2,-50 Gal.Leaching Chambers lnb v n, 310 CMR.IS.00 Latest Revision And Ths'Towno?:. 12x 25 Washed Stone Field as Shorm . m Barnstable Board of Health Regulations , .,• , , pea g o:.. �o o µ { : f . ,. . � pipes� A be sch.40 vt I_ S LAN \ C\ \ \ \ Finish Orode -� LOCW P FabrIe Oomp�ecfsd t"tllFlIter II \� Asse's$ors Map 34 2 Qdi Parc I 3 Plea sltaa f Zoning RF Setbacks \ t \ . 1 7, �' Leaching FrOn 1 f / _ a v Chamber 4w_ 2n. rj ` 1 N C ha _ Double R So ne i.1/ Side 1 a \ ` woshea Read 15 ' Z _ - s g _ o Combination of lots 7&8 ss shown orr Land Court Plan LCC 39770-D&a combination p of Lot 9 as shown on LandCourt Plan LCC 39770-E - CROSS SECTION OF 4:.. : , r ..NOT 10 SCALE iRR F0.24.0 �- 4"Dia sch 40 pv�Vent to be hidden BL U _ p-cX _�) / �, FG.21.9 in shrubbery along street line FF rN r /_B,f'.57 i 21.0 RECEIVED P��NT io,M�N _S 20.8 1500GoIIon 20.6 0 Top El.19.0 ~ Septic Tank 18.4 eat.EI 16.0 18.2 PETER MAY 0 3 2000 ..w 6eddingas ", SULL) PLAN VIEW _ Per Titles 4:5' N0.297 I0' 10.5' . II0'= 10' 12' CIVIL TOWN OF BARNSTABLE Scale: I"= 401 i 16 � •t1 HEALTH DEPT. Bottom of Test Hole El 1. C�SThga Adj.Ground Water EI.4.7 4 TH-1 Elev.23.0 1d1 TH-2 Elev.21.5 DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM I Adj.Ground�Water. Calc s Pine Needles/ Organic Not to scale O Organic Mat. O Loam TH-I,Lot No.4 See P-9359 0 0 02/10/99 By S.E.I. s 1 A. Brown Coarse A Brown Coarse Ground Water at Elev: 2.43 SITE PLAN 13 1.San 12�� and Index Wel l M I W 29,Zone A PROPOSED SEPTIC SYSTEM B Yel. Brown B Yellow Brown Adjustment 2.3 . Coarse Sand Coarse Sand AT 30" 30 . Adjusted Ground Water Elev. BLUFF POINT DRIVE Perk Test 48� Lt. Ye I. Brown C Lt.Yel Brown Coarse Sand COTUI.T, MASS � C Coarse Sand 120 • 138 Date Feb. 10, 1999 FOR i Percolation Test - JACK .EGA N Class I Material Depth 48� No. P-9358 . Engineer,Sullivan Engineeringl'nc. sI3/00'" As 6yiLT LorAT\cPWSoF WEL'L•5 SCALE AS SHOWN A E° FEB. 24 1999 Less Than 2 Min./Inch r No Water Encounted Witness D. Miorandi,T.0:6., B.of H. Li i/99' ul ocAmmo sai�ic. ,srsTr�M SULLIVAN ENGINtERING INC.'; N RMVISION. oy g41,9 A0060 wel-L. s OSTERVIL"LE1,MASS _ 9-7 Q L4