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HomeMy WebLinkAbout2821 MAIN ST./RTE 6A(BARN.) - Health 2821 MAIN ST., BARNSTABLE A=279-058.002 �I 1 TOWN OF BARNSTABLE CF tH E TO OFFICE OF DAHa�TABL i BOARD OF HEALTH � •gee. � °o i639• \e0 367 MAIN STREET HYAN N IS, MASS.02601 June 20, 1997 William and Suzanne Osborn 18-1 Enighed St. John US Virgin Islands 00830 Dear Mr. & Mrs. Osborn: You are granted a variance from 310 CMR 15.004 (4) the State Environmental Code in order to construct an onsite sewage disposal system at 2821 Main Street, Barnstable. The variance is granted because of the following reasons: 1. There is approximately 650 feet distance between the proposed dwelling and the town sewer line. 2. There is a very large European Beech Tree located immediately adjacent to the driveway where sewer piping would be installed. Excavation and severance of the tree's roots may result in the death of this significant tree. 3. There are several holly trees and bushes which will require removal and replanting if required to connect to town sewer. 4. The designing engineer testified that the cost to connect to town sewer at this site would be more than double the cost of an onsite sewage disposal system ($17,650 versus $7,000.) Sincerely yours, /Susan G. Rask, .S. Chairperson cc: Ed Henderson cc: DPW osbom/wp/q I tel.(508)362-4541 939 main street rt 6a fax(508)362_9880 Yarmouth port mass 02675 down cope engineering civil engineers& land surveyors structural design Arne H.Ojala P.E.,P.LS. Timothy H.Covell,P.LS. land court June 17, 1997 David C.Thulin,P.E. surveys Barnstable Board of Health site planning 367 Main Street Hyannis, MA 02601 sewage system Re: 2821 Main Street, Barnstable designs Dear Board Members: inspections On behalf of our clients, William and Suzanne Osborn, we hereby submit the following information in response to the informal Board of Health discussion/requests on June 3, 1997: permits 1. On-site system: - Perc test results, performed July 13, 1997. The results indicated that a "normal" 4 bedroom subsurface Title 5 system could be installed on-site for a cost of about $4000.00. See attached quote from Bortolotti Construc- tion. - Well installation, estimated at $3000.00 (to include well, pump, wiring) Estimated total: $7000.00 2. Town water/sewer: - Excavation and installation of sewer line $9250.00 (quote as per Bortolotti Construction enclosed) - Excavation and installation of water line $4500.00 (quote from Bortolotti enclosed) - Removal and replanting of smaller bushes; feeding, water and followup (quote enclosed) $2800.00 - Remove and replant two large hollys $750.00(?) - Restore driveway resurfacing (quote enclosed) $350.00 Total estimated costs for hook-up to town water and sewer $17,650.00 For further consideration, a report from Allenby-Davey regarding the European Beech tree care and preservation is enclosed. The report speaks for itself. The trenching necessary for water and sewer hookups would sever roots of the tree, possibly endangering its survival. Allenby-Davis' assertion that Beech tree roots are very sensitive to root damage and soil compaction lends further credence to the importance of avoiding disturbance of this area. In that the installation of sewer and water lines could cause irreparable damage to a landmark and specimen tree, and the costs of sewer/water installation exceed that of onsite installation by approximately $10,650.00, the alternative proposal of constructing a well and septic system on a 3.5 acre lot (within an AP District), resulting in negligible detriment to the aquifer would be an excellent alternative. Consideration should be given also to the unfeasibility of future maintenance of the lines within this long, narrow strip of land. Due to the financial hardship and the potential liability of damage to the tree it appears that connection to the town water and sewer is not feasible. We thank you for your consideration of this request. Very truly yours, Arne H. Ojala, PE, PLS Down Cape Engineering, Inc. cc: William and Suzanne Osborn a 'Town of Barnstable Department of Health,Safety,and Environmental Services Public Health Division Date 367 Main Street,I lyannis MA 02601 BARNfrAatd, _ Fee Pd. I ,'LQ •ego ,� p / 7 Time /� '�,, FDMK�" Date Scheduled I� —A& Soil Suitability Assessment for Sewage Disposal •' ,� ' Witnessed By: Performed By: LOCATION & GENERAL INFORMATION Location Address A8�749t`z,o Owner's Name Sf1E 9 '� 0. Address /Qw#1 Cafe Assessor's Map/Parcel: 2 �� S8- 2= Engineer Is Name NEW CONSTRUCTION RF,PAIR Telephone# Z Land Use n_ ' n__,,j. Slopes(%) ® ^?1 Surface Stones JVl yM� Distances from: Open Water Body Nam-- R Possible Wet Area N R Drinking Water WellR Drainage Way �a ww//� ,� R Property Line { 'R ., Other R .v" SKETCH:(S(reet name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) 0 u• 6 J 4r2 6 -4� Parent material(geologic) 114 ,Depth to Bedrock 1V N Depth to Groundwater: Standing Water in(tole: NO �_ (— Weeping' p g from Pit Face IV m Estimated Seasonal iligh Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Mcthod Uscd: M14 t'S in. Depth to soil mottles: "4 rt. in. ti Depth Observed standing in obs.hole: N� N �' in. Groundwater Adjustment R• Depth to weeping from side of obs.hole: index Well N_ Reading Date:_ Index Well level. . Adj.factor Adj.Groundwater Level— PERCOLATION TEST Date �0 Ttme Observation # Time at 9" I tole P Z A� 61 Time at 6" zr Depth of Perc Start Pre-soak Time Q 11••3L A� Time(9"-6") End Pre-soak Rate Min./Inch Site Suitability Assessment: Site Passe) Site Failed: Additional Testing Needed(YIN) Original: Public health Division Observation Hole Data To Be Completed on Back—j Copy: Applicant DEEP OBSERVATION HOLE LOG Hole # Depth from Soil I lorizon Soil Texture Soil Color Soil Other Surface(in.) (IISDA) (Munsell) Mottling (Structure,Stones,Boulderes. % o.-fj o OA cwc2.. /0 1/1=�'Z- $-3o taNy �A m I2y/ 97-i Z6 G ` shNp DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % o m hrut L /oy�2 2 ib- 30 U 14" 4a fs4A /0--IA-Ylq i-0 y+•N!J 2•Sy`-i� DEEP OBSERVATION HOLE LOG Hole# Dcp1h froni Soil I lorizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % DEEP OBSERVATION HOLE LOG Hole# Depth From Soil I lorizon Soil"I'cxiure Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. e !Flood Insurance(date LNIaQ; Above 500 year flood boundary No_ Yes k Within 500 year boundary . No Yes Within 100 year flood boundary No_ Yes , Depth of Naturally Occurring Pervious Material Does at least four feet ofnaturally 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 44Q (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 scribed in 310 CM 15.017. �y— Signature �• Date JVN-16-97 04 :35 PM OSBORN 809 693 7040 P. 07 ALLENBYmDAVEY February 14, 1997 l,r. 6 P1rs. Wi 1 1 lam Osborne. 18- 1 Enighed Street St. John US Virgin Island 00830 RE: EUROPEAN BEECH TREE, located at /J2839 Main Street , Barnstable Village, hA Dear Mr, r; Mrs. Osborne: On Monday, February 19, 1997 1 met with Mr. Ed Henderson of CENTURY 21 Real Estate regarding a large European Beech tree (Fagus sylvatica raurea pendula) located at The Beechwood Inn at rr2839 Main StreE:l RoutC A in Barnstable Village. This, of course, is a specimen tree, which is the highlight feature of the landscape on this property. My Understanding is that , in order to bring the water and sewage lines in to your property, located behind The Beechwood Inn, it will be necessary to cut a trench along the right side of the driveway to accomodate these utilities. In order to minimize any adverse impact on the health of this tree, my recommendation would be to dig the trench as far away from the tree as practical , There are existing shrubs to the right of the drive which may be. affected. If necessary, these could be hand dug and replaced after the utilities are installed. I can help you with this, if you would like. Beech trees typically have relatively shallow root systems, only reaching soil depths of approximately (18) inches. Wherever you dig this tre.rich, you can be sure that the existing roots along that line will be completely severed. Beech trees are very sensitive to root damage and soil compaction. You should have the tree deep root fertilized in early Spring to stimulate new root growth In the undisturbed root zone areas. I have included a contract for your consideration regarding this. The tree should also be watered throughout the spring and summer months, especially during dry periods, equal to a 2'' rainfall at least twice per week. This tree should also be monitored for insect and disease infestation for at least one year during the ,growing season. 508-548-2662 800-439 2602 Fax 508-457-1690 996 East Falrnouth highway East Falinouth, MA 02536 ------------------------------------------------------------------------------------------------- Y-R-4-16-97 04 :35 PM OSBORN 809 693 7040 P. 08 M Lei IT,I 11im 1 ' I &IRI U11 W7,111 • D A'%A Name Mr. 6 Mrs. Will !an Osborne TREE ANr1 I AWN RFAUTY ALLENBY-DAVEY 2839 Main Street 996 EAST FALMOUTH HWY. cm ftm,t EAST FALMOUTH, MA 02536 _.Ba rn s to b l e V i 1 ]age MA 02668 PHONE: (508) 548-2662 — (800) 439-2662 FAX: (508) 457.1690 e41—,199 arW a 5 18-1 Enighed Street , St. John State _..LP ..� Preece revietn inscrueri0rr$and Davey Guarantpe on reverse side. US Virgin Islands 00830 DESCRIPTION OF WORK TO BE PERFORMED DEEP ROUT FLKI ILIZE in Spring European Beech tree located at #2839 Main Street, Barnstable Village with 2-year, formula.-- . lotal Price. Before Tax $150 Spy r:ta.l inslrur_tic,ns Disposal of Debris Yos I I No � Underground Sprinkler 1 1 Tile; I_1 Uas Lines PLEASE SIGN and RETURN THE WHITE COPY AS FORMAL ""`"' -t�.•t;^tat. — a,u AUTHORIZATION TO PROCEED AFTER CHECKING✓ THE WORK THAT YOU WOULD LIKE US TO SCHEDULE.SEE REVERSE SIDE `^ `' FOR PAYMENT OPTIONS. A'''I"'''„"�sM"d�'C Put r 1 pryyt n. Comments: JUN-16-97 04 :33 PM OSSORN 809 693 7040 P. 04 -.- -- .. BORTOLOTTI CONSTRUCTION INC. DRAINA(V LAND I)FVELOPMENT SEPTIC SYSTEMS IvIA- .Si7 J-c7Z—(a►'J J L . � PC)s i�S c) �rJ pci c(AL G� 9 0 �7-0 w J /t-nl 'I s'H /,JS�---4-1—� 4 , N L- .✓ ��-J GJ P.O. BOX 704 • MARSTONS MILLS, M.45tigCt Il1SEl IS 07.h48 • t5l?ti?41ti-892G JUN-16-97 04 :34 PM OSBORN 809 69Z 7040 P. 05 1L BORTOLOTTI CONSTRUCTION INC. I � DRAINAGE LANE} DEVELOPMENT SEM IC SYSTEMS PAJ t' p Q^3 4:1- f�� U � �, o .S J'�� ►.�'► ��- ) (� � -S?� ,���, �v CAD r_-- ;A.o P(j J i G, rv) 0, ji { C76 AIQ P.O. BOX 704 • MARSIONS MILLS,MASSAC)tOSFTrs p:648 . (508)428-8926 JUN-16-97 04 :34 PM OSBORN 809 693 7040 P. 06 ru u �I Paea No of P,talp _ ��'t{re�^ AWARD NlNhlh�COMPANY l Y Jeffrey J. Lena -7 msweNc.A+f2 t c• sultt is t• 164 Mid Tkh nr!.e d.••: ' 4w�taunt. Hlsi lArrnUUih.hta O:6'3 �..• _ '� ` f'ffwnc>AATrOv SC`J'Q (sus,394-1926 J.Rnp._N7.;y�6 Isar,771-A.9V iggyr" i)tAINIS.M4, TOLL ERE►. MANNK Ms.fz STREET 3d 1 NAME -- •�—.�—� C!T1, STATE AND ZIP COOS jC8 LOCA'f r: -- --— — --- --- - �� .v ,_ ram ,,► aRCMITECT DATE OF ?lANS — ..—. —d-__.-�. 1C8 PNQNr � I I - Ne hrtDT subm,A sCrer,hcano•,s artl estimates for TO 7 L'/ IA4�1 ✓e /.44 `JFTFREYS L4IVDS CAPES gUarnr.tee� beat tompetit.ors Lowest price by 59t;.. _ . . _.... . R Guarantee valid with compamble tat quality ' specifleation gD11- We Will not cut Quality, JEFFREY S LANDSCAPES guamntreee i nothing but the ut Kt;o„ I Ot propose herety to furnish materi2l and labor _ _, - - - ti - complete m t3ctordan�e tn!t`1 a e spe�.atlanS, fort rm of. � Payment m s as do rs($ �V v 1 s upon the acceptance of the contract 11. $ V V �j —_....._ upon �— COmP*M of fM contract s All T11e,sAl IS l[W'enteeo l0 4 !!50lc&Ae All w0+1t tc D.;ir•^;,CeC ,n A wo,�ar anaae - .._ -- .— ! fUNlr.er Ktoty'Aff to sland�.d WACUces Any♦:tevt,on Lr ,fevit•or from AOove spcahca. Autt+rriZla7 ttOns rnvotnnj e•tra costs will rjAt _ •_ !sI'A Cart!"W Ind Apo eaecuNA , �Dp„ w tic,or0e,t.dnt.01 becamit A Stgralve - Ii .e the•st.R,ate All AR,ee'renl,ont.,sert of ENA b# nC Out es uc.c..•ls - -- — --,...— » 10 COntt01.(�n1r tO fury life, ICrn/dC Ana other necessary r•sc•�n; `Jot \ C.r.wars An ruby sn.vrf r.,.we.r...,..a C..-...�.......... .-.. a ..., ., •a Thi in r ,n AEG cane d,enA ah ya r.(tract 7hv aGr.re pncrc i;,F._.l.c�f.i,.,s Cry aid nre r'C,C6y a;;fG'rfQ Tou b'C 2.',f;r Z?C stgnalt.rr It;Cc titNCrk as SDeahtC Payrntrnt wifl 6e rraae as c,.r •itC abc.e ii �7 ; I 74. ' -- 'oIt ; I , 60. a, 2 k. RYY6 °Q - 1 1 1 I 1 1 1 j 7 I 1 1 I l 8�I I 1 1T _ 1 _ .5 - , r' \79.6 k , 3. , 1 7.8 x 8.9 81.7/ "> I--- " ,4 \76.2 /\72. 6 46. I 1 , x I }� 0 -- �� 58-2 1 - 76.1 ) 82.0 !EGETATION - T[lPn(.,RAPHY Anon PI AAIIAAGTDir nATA IAITrnnnrTrn r.. oo _fifi ,S 1 o bS Tll f �t � 0 �o w tj o � r • N , N � � r q f U w ora — 7q Lp {� r o� Erlv d � � Z �. �2 bI. o� S ........ -••-- orb ZS% S - b8'oa� • o In 1 1•t1��M I lbl IN --- I _ TORN OF BARNSTABLE �� L 4 LQCATION,7,?,A/ /U-6)Y lldm ST SEWAGE # 7' VILLAGE ASSESSOR'S MAP & LOTq?7 7 SF-,) INSTALLER'S NAME & PHONE NO.14RIG �-(�Dw e.t� 9,3_ SEPTIC TANK CAPACITY ✓sD O LEACHING FACILITY:(type Rei2S(size) SOD NO. OF BEDROOMS _PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER( J), DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: —Te VARIANCE GRANTED: Yes No 19-D 7/ -� Z/4 ' 6- 7 ' D No. Fee V THE COMMONWEALT rOFASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 01ppYication for Mi!6po.5a1.*p9;tem Construction 3dermit Application for a Permit to Construct(-V)Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No `ga/m 4,;f!; �O�w`ne�r's_Name_Address_and Tel_No._ r 13 f7o Diu ' fir✓s`r�+3 tF� 1�fJr l�+7K K "�'�R.e cs^,C.+ �'`�-�—r9'�'�-�� � Assessor's Map/Parcel a -7 f- 9sfs-oo, _ J��? -= Installer's Name,Address,and Tel.Ni 1 Designer's Name,Address and fel.No. �. Lk'Y � Gt!N SST 3q Al Sr— LJ rn.a c9 O'x-I-Af Type of Building: Dwelling No.of Bedrooms -Y Lot Size sq.ft. Garbage Grinder( )' Other Type of Building CDC-an.IIA-L- No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date /U Title ,V L lj�-A_Al A. Aor '-21- a 1 �r�a?t ltsge� Size of Septic Tank /S"00 Type of S.A.S. Description of Soil Se4 _4!5!, Nature of Repairs or Alterations(Answer when applicable) `L*tom m ce w f Al y Nj 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 Ohe Environmental Code and not e th yste in operation until a Certifi- cate of Compliance has been issued.by tlxxoard He t Signed Z Late Application Approved b t Date Application Disapproved for the following reasons Permit No. Date Issued r TOWN OF BARNSTABLE ,:.:.:LOCATION�,?,/ /iF(W9 I EWAGE #S7-�/2/ - :VtLAGE��,Q� ASSESSOR'S MAP & LO - To?79 ;.INSTALLER'S NAME & PHONE NO. l e 1 38'SSSQ93 EPTIC TANK CAPACITY LEACHING FACILITY:(typexJ- bil-A �Irt N PeeS(size) ,S(j NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER_ UILDER OR OWNER�� L1 to �-1 1�)S \50tZV1 "DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED:_T - 1; .,.:::...:VARIANCE GRANTED: Yes No i t bf7 c'i--� 7 ,84 - ':( No. }*}\J Fee /y / THE COMMONWEALT OF MASSACHUSETTS ~' Entered in computer: - R 1 Yes PUBLIC. HEALTH DIVISION - TOWN OF BARNSTABLE1)MASSACHUSETTS = 4„. 2pplication for Mi.5Po.5al *pgteM Cougtructfon Permit Application for Permit to Construct(Repair( )Upgrade( )Abandon( ) El-Complete System ❑Individual Components Location Address or Lot Noq�9a 3In 1�� r Owner'ss Na e Address d T No. Assessor's Map/Parcel `G ' � ftf � p377D_�Sp-.f/07 -7 fu-- OS-9-001.' t'"1" 1v �f^�1 bf f�pv5r/f ze ?Y Instal is Name,Address,and el. �'' _ Designer's Name,Address and el.No. '?20 ZG_I N11ltS AA ow,v�°Ap a6�rE�?2.1�vC �(!C �f39�a,,u ST- y�rramoa /1'lr4. O1b7v' Type of Building: Dwelling No.of Bedrooms ' 7 Lot Size sq. ft. Garbage Grinder( ) Other Type of Building COC-0AIIA t-- No.of Persons .2 Showers( . ) Cafeteria( ) Other Fixtures Design Flow L/(1O gallonsyer day. Calculated daily flow gallons. Plan Date V. .i� Number of sheets Revision Date N Title S /7-1�_ f , �y✓TLt� �`A-1Z Dr— dmr 'A- -0 Z / 7r lv -�j¢izi,is/'�,•yc� I Size of Septic Tank CA-4-Lo aJ s (Type of S.A.S. . f a Description of Soil ,See Nature of Repairs or Alterations(Answer when applicable) .s-a til SST A-t, .A-Tl a N Date last inspected: Agreement: 1 The undersigned agrees to ensure the construction and maintenance of the afore de cribed on-site sewage disposal system in accordance with the provisions of Title 5 he Environmental Code and not Mt ,ystein operation until a C.ertifi-cate of Compliance has been issued by t ' o d He t Signed Date _ /�97 Application Approved b Date Application Disapproved for the following reasons * ,ram "Permit No. ` T ..,Date Issued 1 r9 THE COMMONWEALTH OF MASSACHUSETTS ��. BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, that the On-lite Sewage Disposal System Constructed O Repaired ( )Upgraded( ) Abandoned( )by --2 G27no W1"m C4*/ I o '7(,N at wJ S?". /Z.T - 3/& • has been constryiE,ted '"accordance with the provisio of itle05e for Disposal System Construction Permit N . dated �. Installer Designer The issuance of this peg • shall not be. onstrued as a guarantee that the system will function as designed. Date t4 .� -�,Q Inspector No. 7 % - -------------------------Fee /60-- . THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS ` - lwigpo5al *pgtem Con.5truction Permit Permission is hereby granted to Construct(5Zj Repair( Upgrade( )Abandon( ) System located at �v� t /L GA e�/V4 /►�J ST7l f`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 mut.(()/` // Date: -7O Approved by �V _ t Town of Barnstable Department of health,Safety,and Environmental Services Public Health Division Date r, �tt 367 Main Street,I Iyannis MA 02601 BAWMARIA "r 50. - Fee Pd.' �o iD ntax+"�� Date Scheduled �o /O 7 Time ld� Soil Suitability Assessjnent for Sewage Disposal Performed By: Cs•O ' Witnessed By: �J Dun f n�y LOCATION & GENERAL INFORMATION ,gyp Location Address rAt0 Owner's Name `(fM Q�t7r'K Address 2 �/ S i3- Z Engineer's Nam"kWol CA/'e Assessor's Map/Parcel: NEW CONSTRUCTION _Y REPAIR Telephone# Land Use �_ r-Q„.,,(.�a Q Slopes(%) ® Surface Stones ' .'�p NW-.fl 'Drinking Water Well �fl Distances from: Open Water Body v -fl Possible Wet Area Drainage Way Vj - fl Property Line * fl - Other fl SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) r 6 w d � 6 a�m am4m ��rvt t�A a C.)`, 'c f J p4V2 _ 40 Parent material(geologic) 8'Nl C. Depth to Bedrock Depth to Groundwater: Standing Water in Ilole: No iti�_ _ Weeping from Pit Face IV a N Estimated Seasonal l ligh Groundwater rQ I ene1oW 5 V k�� --- DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: N&PS 'in. Dcpili Observed standing in obs.hole: N0 N �- in. Depth to soil mottles: wdtV F f)gpth to weeping from side of obs.hole: w)to A) in. Groundwater Adjustment_ fl Index Well N Reading Date:_ Index Well level. Adj.factor Adj.Groundwater Level_ PERCOLATION TEST bate !D Tlme Observr t' y Iola q anon � � V.#�J Time at 9" ��•�7 Depth of Pere Time at 6" �r 2 AV, Stab Pre-soak Time k •�yL�� `' {` ^Time(9"6") End Pre-soak 'y7/4*4 Rate Min./Inch — •_•�/11 C�L Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Ilealth Division Observation Hole Data To Be Completed on Back—� Copy: Applicant . DEEP OBSERVATION HOLE LOG 110le# / Depth from Soil Ilorizon Soil lexhue Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Cot sestencY°l.>r Gravel) CIA "-e- /oy/L�'Z g-3o 8 ra"L-Ci d t•°I rz yl V-$? 87-i Z6 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil I lorizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. 0 -4 ° m(2rq brut� /oy,2 Z 3-- /m A- ,� InytZ' 16- 34 13 544 14 4M �0-12o G �" tuA -2 6-� DEEP OBSERVATION HOLE LOG Hole# Depth front Soil Ilorizon Soil'lcxttue Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % F-71 DEEP OBSERVATION BOLE LOG Hole# Depth front Soil I lorizon Soil Tcxturc Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Cunsistency,%Gravel) Flood Insurance Rate Man• Above 500 year flood boundary No— Yes x Within 500 year boundary No_ Yes Within 100 year flood boundary No— Yes Depth of Naturally Occurring Pervious Material Does at least four feet ofnaturally occurring pervious material exist in all areas observed throughout the area proposed for the soil'absorption system? YES If not,what is the depth of naturally occurring pervious material? Certification u I certify that on 1 Q f (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 scribed in 310 CMR 15.017. p Signature '"~ Date 6/' 2/` 7 r ENVIROTECH LABORATORIES, INC. MA Cert. No.: M-MA 063 449 Rte.130 Sandwich, MA 02563 (508) 888-6460 1800-339-6460 FAX(508) 888-6446 CLIENT: William Osborn LOCATION: 2821 ADDRESS: 18-1 Enighed Main St. St. John, USVI 00830 Barstable, MA COLLECTED BY: T. Desmond SAMPLE DATE: 8-28-97 SAMPLE TIME: 6:50PM WATER SAMPLE TYPE: New well DATE RECEIVED: 8-29-97 LAB I.D.#: 978565 WELL SPECS.: 4'well/73" RESULTS OF ANALYSIS: Parameters Units Recommended Results Method Limits Coliform bacteria /100ml 0 0 9222 B pH pH units 6.5-8.5 6.07 4500 H+ Conductance umhos/cm 500 165 120.1 Sodium mg/L 28.0 14.0 200.7 Nitrate-N/Nitrite-N mg/L 10.0 0.55 4500-NO3 E Iron mg/L 0.3 0.27 200.7 Manganese mg/L 0.05 0.059 200.7 Arsenic mg/L 0.05 < 0.005 200.15 Volatile Organics ug/L See attached report. None detected. 524.2 COMMENTS: pH is below recommended limit and may have corrosive characteristics. Manganese is not a health hazard. YES WATER IS SUITABLE FOR DRINKING PURPOSES FOR PARAMETERS TESTED. Date Ronald J. Sa Laboratory D ector <=less than >=greater than TNTC=too numerous to count r ______-__________________- . -_ _________- 2-97 15:01 ;GROUNDWATER ANALYTICAL 508 759 4475;# 2/ 5 GROUNDWATER ANALYTICAL EPA METHOD 524.2 Volatile Organics (GC/MS) Field ID: 978558 Lab ID: 17821-01 Project: Osborn/2821 Main Batch I : 08-28-97 Client: Enviro ech Sampled: OS-28-97 Cont/Prsv: 40mL VOA Vial/ Cool Received: 08-29-97 Analyzed: Matrix: Aqueous Analyzed: 08-29-97 PARAMETER CONCENTRATION REPORTING(Lg/L� u Dichlorodifluoromethane BRL 0.5 Chloromethane BRL 0.5 Vinyl Chloride BRL 0.5 Bromomethane BRL 0.5 Chloroethane 0.5 R 0.5 Trichlorofluoromethane BRL 1,1-Dichloroethene `BRL 0.5 Methylene Chloride BRL 0.5 BRL 0.5 trans-1 ,2-Dichloroethene BRL 0.5 1,1-Dichloroethane 2,2-Dichloropropane BRL 0.5 BRL 0.5 cis-1,2-Dichloroethene BRL 0.5 Bromochloromethane BRL 0.5 Chloroform BRL 0.5 1,1 ,1-Trichloroethane BRL 0.5 Carbon Tetrachloride BRL 0.5 1,1-Dichloropropene BRL 0.5 Benzene BRL 0.5 1,2-Dichloroethane BRL 0.5 Trichloroethene BRL 0.5 1,2-Dichloropropane BRL 0.5 Dibromomethane BRL 0.5 Bromodichloromethane BRL 0.5 cis-1,3-Dichloropropene Toluene BRL 0.5 trans-1,3-Dichloropropene BRL 0.5 1,1,2-Trichloroethane BRL 0.5 BRL 0.5 1,2-Dibromoethane (EDB) BRL 0.5 Tetrachloroethene BRL 0.5 1,3-Dichloropropane BRL 0.5 Dibromochloromethane BRL 0.5 Chlorobenzene BRL 0.5 1,1,1,2-Tetrachloroethane Ethylbenzene BRL 0.5 BRL 0.5 m+p-Xylene o-Xylene BRL 0.5 0.5 Styrene BRL 0.5 Isopropylbenzene BRL BRL 0.5 Bromobenzene BRL 0.5 Bromoform BRL 0.5 1,1,2,2-Tetrachloroethane BRL 0.5 1,2,3-Trichloropropane BRL 0.5 n-Propylbenzene (Continued) Page 1 of 2 --' ------------------------- 9— 2-97 15:01 ;GROUNDWATER ANALYTICAL 508 759 4475;# 3/ .` GROUNDWATER ANALYTICAL EPA METHOD 524.2 Volatile Organics (GC/MS) Field ID: 978558 Lab ID: 17821-01 Project: Osborn/2821 Main Batch ID: VM2-1665-W Client: Envirotech Analyzed: 08-29-97 PARAMETER CONCENTRATION REPORTING LIMIT (ug/L) 2-Chlorotoluene BRL 0.5 BRL 0.5 1,3,5-Trimethylbenzene BRL 0.5 4-Chlorotoluene BRL 0.5 tert-Butylbenzene BRL 0.5 1,2,4-Trimethylbenzene BRL 0.5 sec-Butyylbenzene 1,3-Dichlorobenzene BRL 0.5 BRL 0.5 4-Isopropyltoluene 1,4-Dichlorobenzene BRL 0.5 1,2-Dichlorobenzene BRL 0.5 w BRL 0.5 n-Butylbenzene 1,2-Dibromo-3-chloropropane (DBCP) BRL 0.5 1,2,4-Trichlorobenzene BRL 0.5 Hexachlorobutadiene BRL 0.5 BRL 0.5 Naphthalene . 0 1,2,3-Trichlorobenzene BRL - QC SURROGATE COMPOUND SPIKED MEASURED RECOVERY QC LIMITS Dibromofluoromethane 10 10 99 % 86 - 118 % Toluene-d8 10 10 98 % 88 - 110 % 4-Bromofluorobenzene 10 10 105 % 86 - 115 % BRL = Below Reporting Limit. Method Reference: Method 524.2 - Measurement of Purgeable Organic Compounds in Water by Capillary Column Gas Chromatography/Mass Spectrometry, Methods for the Determination of Organic Compounds in Drinking Water, US EPA EPA/600/4-8B/039 (1988). Page 2 of 2 ' dptHE Tp,_ NO. DATE % BARNSTABLF. nt M FEE Eo Town of Barnstable REC. BY � Board of Health 367 Main Street, Hyannis MA 02601 Office: 508-790-6265 Susan G.Rask,R.S. FAX: 508-775-3344 Brian R.Grady,R.S. Ralph A.Murphy,M.D. VARIANCE REQUEST FORM All variance requests must be submitted at least fifteen t15)days prior to the scheduled Board of Health meeting. k/fL L//+,y7-4 SU xC}w/ovE NAME OF APPLICANT 6SB0�n/ TEL.NO./- Qo9-!93-70 Ile) ADDRESS OF APPLICANT /,f-/'aVMHC/) .SrJz)b-,y US NAME OF OWNER OF PROPERTY �S��t •�D1^'` 'r SUBDIVISION NAMEZf3R- IVI--ri DATE APPROVED—",(-13,9 ASSESSOR'S MAP AND PARCEL NUMBER LOCATION OF REQUESTa- SIZE OF LOT 3,.�3 U°-Cr SQ.FT WETLANDS WITHIN 200 FT.YES 1 /ENO )< VARIANCE FROM REGULATION (List Regulation) (2�(/ 1` REASON FOR VARIANCE(May attach if more space is needed) Ic 7—b ) PLAN - FOUR COPIES OF PLAN MUST BE SUBMITTED CLEARLY OUTLINING VARIANCE REQUEST. VARIANCE APPROVED Susan G. Rask, R.S., Chairman NOT APPROVED Brian R. Grady, R.S. REASON FOR DISAPPROVAL Ralph A. Murphy, M.D. MAY-27-9 7 03 :.may Phi OSBORN 80:9 r.9. 7 040 P. 01 i r � r May 8, 1997 `" Board of Health Town of Barnsta e Town Offices Hyannis,MA, . A24 re: Lot at z#92tM in St., Barnstable,MA Mtn., Mr.Jerry D fining Gear S irs We hope k buy and build a personal home on this lot in Barnstable. (see attached plot pla The lot ha sewPrand em.lor lines in the J7eet,some 650 ft.distantfrom our building location. W.P.- have en ad�rised that connectinu tho e systems will be extremely expensive,and .intenance will be constant. t our engl ering department indicates-that any exemption from the normal required book-u gill rest with your office_ W. Cunning indicated to us at a mid- January Yisit that P. may be pr-txcx ont for uch an exemption,provided that on site disposal is found b4 a good option. The hards ips of this hook-up seem to be seYeral. 1) cosvity of digging ip the state highway. 2) i sufficient grade fora gravlty system. At least one(possibly two) fmping stations could be- needed. 3) t narrow(15(L)driYeway is the only ayailable route for piping, (s,pumps and controls. This could leaYe a situation constantly s Meet to"ific loading and freezing. Equipment mrk is also Yery !cult,with trenches either side of a. narrow access. This Wye is s ared with a neighbor,and would cause substantial disruption. 4) t, distance factora lone yields large initial experise and likely Jntenance problems in the coming years. 2 7-?7 C1 1 PH 1-I:3E:1-1F:H P9.2 re:2128 Main St. arnstable We are in plete han•nony with the value of community systems, and are disappointed tha .his hook-lip is confronted with so much difficulty. `Ne would ke respectiYely to ask your pemiission to retain an engineer And perfrmm perk tes . The result)of this work could then be used to determine whether the ©oard of Hea h will allow on-site diGpoga.l in this rase. Thankyo or you help. 1Cw';"7 �, William and Suzanne Osborn 18-1 Enighed 5t.John, USVI 100830 009-693-7040 phowNfax fits 47 4L ee .1kC.�e �0 r ° $oe :fe,e Y I. a,s 59 .� 85A< �J r � o i �i 9 so �, 7 e 4.50 AC. S 2:�dto&L aaZ 89 0 O J ? - r r •` 77 I la L 1.S4 A + 1 uwv-��s Lje.s i FREPARED UNDER THE DIR CTION OF THE 559 SARNSTAOL,E SOARD ASSESSORS ,j AVIS AIRMAP INC. r - I s t MASSACHUSETTS CONNECTICUT .S No.------------------- Fee-------------�-------- BOARD OF HEALTH TOWN OF BARNSTABLE 6,01 Applicat ion for Veri Con.5truct ion Permit Application is hereby made fora permit to Construct (1✓f Alter ( ), or Repair ( )an individual Well at: .--Gr a ``��a 7 you G �a�-r-� CPiAp_ a PC s"�- ---- ---------- - - ----- ------------- - ---- ---------------------------- Location — Address Assessors Map and Parcel --------------- Owner Address tDc-75i776sv6 A6�-a- �/GGiti6_ _-1`/� p0 10dX o?7 '' -- -- ---------- ------------------------------------------------------- -------------------------------------------- Installer — Driller Address Type of Building . / Dwelling--------►---------------------------------------------------------- Other - Type of Building--------------------------------- No. of Persons-------------------------------------------------- � - - C �� --a-Type of Well— - -- = -----=------- ------------ ---------------- Purpose of Well---,��zc---------------------------- - Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until a Certificate .of Compliance has been issued by the Board of Health. /-21 i 9� Signed- - - --- — - -- - - --- - --- ---------- date Application Approved By - - - _-d4 T-- date Application Disapproved for the following reasons:---------------------_-------_--------------------------______.___—______________________ I ----------------------------------- ------------------------------------------------ -------------------------------------------------- date P-j Permit No. ---- - n� 7�--- v - -------- Issued - -- - Q -- - - -------------- date BOARD OF HEALTH TOWN OF BARNSTABLE C ertif icate ®f Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( . ) by--------------------------------------------------------------------------------------------------------------------------------------------------------- —Installer — — —at---------------- -- ----- --- - ------------------------------------------------------------------------------------------------------------- has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. -------_-----------------Dated--------------_-_________ THE ISSUANCE. OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE----------------—----- - - ------ -- Inspector--------------------------------------------- .< BOARD OF HEALTH a TOWN OF BARNST`ABLE Certificate ®f COMPU nte' THIS IS TO CERTIFY, That the Individual Well`Constructed ( ), Altered ( ), or Repaired ( ) by--------------- ---- - -- - ——— ------------------------------ - --'_- ------------ Installer 4k has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Ztegulation as described in the application for Well Construction Permit No. ------------------ -------Dated---------===------------ THE ISSUANCE OF THIS. ,ERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL "'SYSTEM WILL FUNCTION SATISFACTORY....,,., DAT - - —___ Ins fo .-- ------ ----- ------------------ ------- ----- ----- - -—--- — BOARD OF HEALTH TOWN OF BARNSTABLE y Iett Congtrutt ion Permit No. — � Fee---- �P-,------ -- - /Permission Is hereby granted---�SLn^��4 6� �/_--n !/1 �-�------------------------------------------ ------ --- to Construct (Ilk, Alter ( ), or Repair ( ) an Individual Well at- No. - — - - -- — - --� ------18---- -al ro------------------------------------------------------------- at � � Street as shown on the application for a Well Construction Permit No.------------------ -� — v --- — ' 0 .r f 7 ------------ Dated-----�---------------------------------------------------------------------- Board (, g of Health / DATE ------------ .0�.. -y .. � v - . f «. ..-�p '..,5•h.,.µY"�'L fl!''�"tom,-..m. ,.x. _t..-...`'•p.r�.1 a,r. ., Fes.r .r r• I mow' 9 7 0No.----- --------- .- ----3 Fee--------------- - -- BOARD OF HEALTH TOWN OF BARNSTABLE ~.• 1�k- ;; Applicat ion,forlet[ ConstructionJ)ermit -y'r-� Application is hereby made for,=`a ermit to Construct (1/f Alter ( ), or Repair ( )an individual Well at: ,rot- a �a7 �ou � �,4 t4 �s6� A - ? '� s p- -- ----- - - - - --- ---------,- -- - ------------------ Location — Address p�'and Parcel Assessor's Ma � GUiGGiR ln -�—�G24//'IV 6 � 60 21✓,5 Owner Address 5✓Y�o/vb �lJC pe /J�i' - 7�'�' OF �iS lris� GAG 5� - - - Installer — Driller Address Type of Building r/ Dwelling------ - ---------------------------------- :, Other - Type of B-dildin --------- No. of Persons---------------------------------------------------- - --- --- ---------------- Capacity-- -of Well ------ Type Purpose of Well ----._b�__-i ---- - -------------------- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with-the provisions of The 9{ Town of Barnstable Board of Health Private Well-Protection Regulation - The undersigned rfurther:agrees riot to place the well in operation until a Certificate .of Compliance has been issued by the Board of Health. �s;�7 Signed - - -- -- -- - - ----- - - --- ' � date Application Approved By— date P-- date �, ... . Application Disapproved for the following reasons:----- --=� ----------------- -------------------------t---------------,----- -----------—-- - ------------ - ---------------------------------------------------------------------------------------------- date --------------- Permit iNo. ----- _�1 7-- ------ Issued-= -- = ----- date - _ -' •_ _ .'-_ .-.,-rr-. 'q,'....T.• i" ,. ,. �+"' .u"7!�7v?i, 2• . .. 'K ..'� - ♦ . "Y#' i .,A,••ti �,'��'� - - _ -_ Y -` - . ., r v SEPTIC PROFILE TEST HOLE LOGS I` T.O.-F. AT EL. 'j c!. O AUCESS OOVER TO WITHIN 6" OF FIN- GRADE (MfST TO SCJLL.E� �+ ACC-= CMu (WA, G►4 j 70 ENGINEER:____�.�_ , f WITHIN 6' Or FIN. GRADE :L 1-4.5) -WWWUV .75' o� COVER OVER PRECAST / /7 � ) n SLOPE RE!2'_TPE; a-- �° _ WITNESS: tj(: �f ,n s I , RUN PIPE LEVEL f 'DOUBLE `HASHED PEASTONE � J DATE: lip- 5. o FOR nRST 2 PROPOSEDPERC. RATE [y1 / tE 3 MAX. ' CALL ON SEP C � •ram �. R �rF �, � T4 S/ l; II CLASS _ SOILS P . .. TANK (H- 10 ) / ,} GAS ,e ED ED ED o l---) n o c s x � cRu tED srorrE OR AIEC1i�WlcAL 121' 0 C) ED C] ED m E3 i:7 aEJ C] o m o ED Cl o C7 ELEV. ELEV.co�tPACT�ON. {1s22t t2)) 0 D E3 C3 L ED C: 0 6 �e o E. DEPTH OF FLOW � '4 ( SLOPE �� - ) .. +' TEE SIZES: 3/4" TO 1 1I2" DOUBLE- WASHED STONE 2��� y WlET Do-F i outLF7 flEPT�+ ti LOCATION MAP SCALE 1" -;.vov ' IL LEACHING Gj `'ro•,`` L.s _ ASSESSORS MAP z 9 PARCEL _:. FOJNDATiON— ! SEPTIC TANK D' 80X ,,, ,..v, �, ` FAQ.,", , iik0. '4/1 12.5 ,• i {� ZONING •DISTRICT: 12 F ' 7-- YARD. . TQ ► *\ SETBACKS: w J '` v .Qb•(y�c,�.. so"'�. a s, � �, _ - FRONT SIDE - I s i. t �� �To+a.� roe•-cam s ti �.. '.REAR I, _ o, \ ��.; "s• - - s,�-+ � ` . PLAN REF. - 'to FLOOD ZONE: SEPTIC DESIGN: jGAREIAGE DISPOSER IS �<ry f .;�,� ) 1. D;;,J+. IS r f r r-� 0 i'p ,�- -. DEf`GN FLOW, - BEDROOMS ( '► GPO) _ '�`*" GPD 2. MUNICIPAL WATER IS �_�T �/�+►-�= � ` s GS . A GFD DESIGN Fi_O�h' 3. MINIMUM PIPE 'PITCH TO BE 1/8- PER FOOT. D ►�•j r C r`� i> r _ pp .:� .L_ SEiOTIC TANK: 440 GPD 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AI�SHJ H-�_. . E yr1TA S. PIPE JOINTS TO' BE MADE -WATERTIGHT. USE A. l 5 od GALLON SEPTIC TANK -6. CONSTRUCTION' DETAILS 70 8E IN ACCORDANCE WITH id4ASS. LEA"'HING: ENMONMENT&..CODE TITLE V. SIDES 7: THIS -flLAN IS FOR PROPOSED -WORK -ONLY AND NOT TO -BE ►3: �� / cc USED fOR LOT UNE STAKING. r o. � tZ • ■ j \ BOTTOM: I � 8. PIPE FOR SEPTIC SYSTEM TO SCti. 40-4 PVC. f c '9, :COMPONENTS- JOT TO'-BE BACKF'ILLED OR CONCEALED WTHOUT TOTAL: ,� Z 1 S.F. �`! G. D INSPECTION -BY 'BOARD flF HEALTH AND PERMISSION QBTAINF,D YcdL �- FROM BOARD OF 41EALTH, / � - ►�' ' OtrE' 10. CONTRACTOR SHALL BE RESPONSIBLE -FOR 'VERIFYING THE 73' y I LOCATION OF ALL UNDERGROUND & OVERHEAD -UTILITIES PRIOR TO :COMMENCEMENT OF WORK. ! �s LEGEND -S/TE - AND , SEWA�E PLAN 100.0 PROPOSED SPOT ELEVATION OF 100x0 EXISTING SPOT ELEVATION • 1 IN THE TOWN OF: 1�0 PROPOSED CONTOUR b- 100 — — EXISTING CONTOUR • �1 Y` i y - � PREPARED FOR: 0 Sv toa t Sa f 1 a '✓A-t h`f` 1 BOARD OF HEALTH APPF:OVED DATE SCALE: moo` DATE. � I i 1061 �Wb-M-45„ 'for 5W 362-96sG down cape en i -eerie Inc: .�t< P � g ' CIVIL ENGINZERS �, K 4 � - s - LAND• SURVEY R w 7. � > - - r {_ o s -939,main st.: Yarmouth,` xna 02675 D J r SEPTIC PROFILE TEST HOLE LOGS T.O.F. AT EL. 7 r�,S NaT TO SCALE) ACCESS COVER TO WITHIN G OF FIN. GRADE ACCESS COVER (WATERTIGHT) To ENGINEER: MINIMUM .75' OF COVER OVER PRECAST WITHIN 6' OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM WITNESS: _ RUN PIPE LEVEL 2' DOUBLE WASHED PEASTONE DATE: 15. w FOR FIRST 2' \ 3' MAX. PERC. RATE _ `' "L PROPOSED S i 1'� TANK GALL(H-ON SE10 ) GAS CLASS � SOILS P# BAFFLE -7 c_JXSLOPE) _-7i�, ` 0000 0 0000 CRUSHED STONE OR MECHANICAL ELEV. ELEV. COMPACTION. (15.221 [21) 2' o000 0 o1-3 _ " 4 � DEPTH OF FLOW 73 0 ( X SLOPE) (_'_X SLOPE) — v TEE SIZES: J 3/4" TO 1 1/2" DOUBLE WASHED STONE INLET DEPTH OUTLET _ LOCATION MAP SCALE 1"DFFrn-i la fJ 10 FOUNDATION— I S�PTiC TAJK - 4 D' BOX LEACHING G, �� L. o F varzu4. F i FACILITY n ka ,�� �.4� 4 ASSESSORS MAP 9 PARCEL 'Lo "IS•5 '�o L 14 'tS.S ZONING DISTRICT: D SETKS: 1 �1 YARFRON BACK Fo SIDE s -o 1a hk ,�t rD 0.04� u REAR = -r� 4 PLAN REF. FLOOD ZONE: v Cl NOTES: (GARBAGE DISPOSER IS to r Ayv�;,.1 •� ) 1 . DATUM IS r `� ►-�t. �' • ` 1 SEPTIC DESIGN: ,; DE` 'PN FLOW: '}_ BEDROOMS ( =' GPD) GPD 2. MUNICIPAL WATER IS �- �''�' US; GPD DESIG,-v wvv 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. SEPTIC TANK: 41✓ GPD ( j ) _ 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 't .a 5. PIPE JOINTS TO BE MADE WATERTIGHT. USE A 1 ors GALLON SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. LEACHING: ENVIRONMENTAL CODE TITLE V. , SIDES '�1 - _!4-_S 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING. BOTTOM: 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. TOTAL: S.F. =59 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED N + ►-�� �-. a►- � Y S FROM BOARD OF HEALTH. / -I-T '' 1 t y ��°�'�- �"'� �6 1 ,/`' t '— AT �'�I,-a 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR v TO COMMENCEMENT OF WORK. LEGEND SITE AND SEWAGE PLAN 100.0 1 PROPOSED SPOT ELEVATION OF 100x0 EXISTING SPOT ELEVATION f IN THE TOWN OF: 100 PROPOSED CONTOUR �����r� a -- — 100 — — EXISTING CONTOUR ♦ ` . _ PREPARED FOR: �i „� �, h�1A tiJ -T k. S � 0 N� ram.-1Fi 5�>.Ik.I� ` BOARD OF HEALTH APPROVED DATE — MA SCALE: j SJ _ DATE: hl 1.1�,.r ,; }01'( off 505-362-4S4t fox 30R 362-9MO down cape engineering, inc. � >`j% ofAim H. GALA AM* CIVIL ENGINEERS cr#x 1&9oa92 �O,IIA�A LAND SURVEYORS r r J y �' 0 939 main st. yarmouth, ma 02675 "i �/ ✓ OB# z� o '� OJ .L.S. DA �'