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HomeMy WebLinkAbout0010 OST.-W.BARN. RD - Health 10 Osterviiev%Barn. Rd Osterville A = 120 045002 , « O K q No. -----�---- Fee-------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Application-forlVell Con-5truct ion Permit Application,* herebymade fora ermit o Construct ( Alter ( ) or Repair an individual Well at: pp ,P OD 2-- — Location — Address Assessors Map and Parcel Owner Address ------ ----- �_ _—_---- - Installer — Driller Address Type of Building Dwelling _—--- -- - —--—- Other - Type of Building----- --_---- No. of Persons------------------_______ Type of Well V=-- Ca acit Purpose of Well 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 is to.of Complianc has been issued by the Board of Health. � 4 � Signed — ��—�— w to Application Approved By date Application Disapproved for the following reasons: - --------------_ ---- -- - --------------------date 4_ Permit No. � '� 4 / -- Issued �. -� date BOARD OF HEALTH TOWN OF BARNSTABLE C ertif irate Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) by-- — -- ---- -- ---- --------- ---- ,/ / Installer at 10 O.1kIville -W_ &c -f 'e V C 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.� - a.0 Dated �l U D— THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE--- - Inspector a -j ' ( J Fee------=------------ BOARD OF HEALTH TOWN OF BARNSTABLE Z Appricat ion iforVeit Cootrurt ion Permit Application i hereby made for a p rmit to Construct ( , Alter ( ), or Repair ( )an individual Well at: Location — Address r Assessors Map and Parcel --�� � • '7-z��� _ a G✓f' Owner Address Installer — Driller T Address Type of Building Dwelling Other - Type of Building-- --__ No. of Persons-------- ----- --- Type of Well Z/- 12 Capacity------- Purpose of Well 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 aQertilfic to of Compliance has been issued by th'e Board of Health. d L � Signe -- ♦ ate Application Approved By �' ------ lb ? date Application Disapproved for the following reasons: ---------- __ —_ . -- ----------- — date Permit No. L/ 4 U L — Issued date -- ---------- �.� BOARD OF HEALTH TOWN OF BARNSTABLE C ertif irate ®f Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) by— -- --- ---- ---___ — - --------- ----------- ----- 2 C- L (�/I JIn/staller at l U�YflN1Ile -'w & . "'.f/"/Gc rG7 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. °?�'���j DatedTHE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE--- _ Inspector------------_-_ —_�-_—____ i . BOARD OF HEALTH ` ( TOWN OF BARNSTABLE '' �7/ e1�C��on� ruction hermit No. Fee- --- �� Permission is hereby granted 7---- -- --to Construco(), Alter ( oeRe air ( ) an-Individ al Well at: No. r 1 .. r ()sty .tL> as shown on the application for a Well Construction Permit Uo 2. -v / 11 U� No.- L 2— Dated--- --- ----- - - - '' _ - - ="=_ DATE 2 I�/0 )_ Board of Health I ENVIROTECHLABORATORIES,INC. MA CERT NO.:M-MA 063 449 Rte. 130 Sandwich, MA 02561 908(888-6460) 1-800-339-6460 FAX(508)888-6446 CLIENT. Atlantic Well Drilling LOCATION: 10 Osterville W ADDRESS: PO Box 339 Barnstable Rd. N. Eastham, MA 62651 Barnstable, MA COLLECTED BY.- Atlantic Well Drilling SAMPLE DATE: 2/28/2002 SAMPLE TIME. NA WATER SAMPLE TYPE: New Well/Irrigation DATE RECEIVED: 3/1/2002 LAB I.D. #: 0203014 WELL SPECS.: 1367 49'static RESULTS OFANALYS/S: Parameters Units . Recommended Results - Method Date Analyzed Limits pH pH units 6.5-8.5 6.25 4500 H+ 3/1/2002 Conductance umhos/cm 500 218 120.1 3/1/2002 Nitrate-N mg/L 10.0 1.74 300.0 3/1/2002 Nitrite-N mg/L 1.00 < 0.004 300.0 3/1/2002 Sodium mg/L 28.0 32.2 200.7 3/1/2002 Iron mg/L 0.3 < 0.1 200.7 3/1/2002 Manganese mg/L 0.05 < 0.008 200.7 3/1/2002 COMMENTS: pH is below recommended limit and may have corrosive characteristics. Sodium level is not a health hazard. WATER MEETS EPA STANDARDS AND IS SUITABLE FOR IRRIGATION PURPOSES FOR PARAMETERS TESTED. <=less than Date 3 d?� >=greater than ona/d J. Saari TNTC=too numerous to count Laboratory Director, Massachusetts Department of Environmental Management 0 8 8 Office of Water Resources TYPE OR PRINT ONLY Well Completion Report 1,WELL LOCATION GPS oPTIC"AL) tATITlIDE LONGITUDE Address at Well Location: 10 O.S�E✓L y I t- "w Property Owner: 10 ©W4) T2 vS Subdivision Name: �" "/ Mailing Address: 10 OS i t;�Vt Le c�—6J, .�2n/ 41c City/Town: -t 41LAIS 4_� .r-t City/Town: Assessors Map Assessors Lot#: �S -' NOTE: Assessors Map and Lot# mandatory if no t eet-ad ess available Board-of Health permit obtained: Yes ( Not Required ❑ Permit Number D te,ssued 1 0Z 2.WORK PERFORMED 3.'PRflPOSED USE 4. DRILLING METHOD New Well ❑ Abandon ❑ Domestic Irrigation ❑ Cable D Auger ❑ Deepen 'El Recondition ❑ Monitoring 10q Municipal ❑ Air Hammer" ,,E] Direct Push ❑ 'Replace ❑ Other ❑ Industrial ❑ Other Mud:dkota " El Other 5.WELL LOG a: Unconsolidated Consolidated 6. SITE SKETCH(use Permanent landmarks with distances) FW— Permeability T m . c > v ✓� co e a From (ft) To(ft) 2i High Low `n m Other Rock Type 5 -✓ ✓ ' WFUL VI a� i z8 /�o V V/Co42si, 7.WELL CONSTRUCTION 8. CASING- r Oft ft Total Depth Drilled 140 From , To O Casing Type arid-Material Size O.D. (in) Well Seal Type • Date Drilling Complete 0 0 1 Vc h 9. SCREEN From (ft) To (ft) Slot Size TM Screen Type and Material Screen Diameter 13`5 13& I , 01�;- - ctC ,, 10. FILTER PACK/GROUT/ABANDONMENT MATERIAL'-,> " 11. ADDITIONAL WELL INFORMATION Developed? X Yes ❑ No From (ft) To (ft) Material Descriptions Purpose Fracture Enhancement? ❑ Yes [;No Method (, Disinfected? ) Yes ❑ No 12.WELL TEST DATA(PRODUCTION WELLS) 13.STATIC WATER LEVEL(ALL WELLS) Yield Tir-4e Pumped .Drawdovvn to ;{Time Recovery to Depth Below Date Method (GPM) (tirs&-min) (Ft. BGS) (hrs& min) (Ft. BGS) Date Measured Ground Surface (FT) Z 2f�oz- 'lNtk7 btu /;a of l.L Z 2{' o7- 14.PERMANENT PUMP(IF AVAILABLE) 15,NAMEFADDRESS-Of PUMP,INSTALLATION COMPANY Pump Description -. Horsepower. Pump Intake Depth (ft) Nominal Pump Capacity 4gpm) 16. COMMENTS ; ` , ALL (4P� (,l/c�2Z. '%41tC r�/G 17.-.WELL DRILLER'S STATEMENT' . This well was drilled and/or-abandoned under my supervision, according to applicable rules and regulations, and this� ort Is complete and correct to the best of my knowledge. Driller: J:� f o Supervising Driller Signature- \\ L c`� to p 9 g Registration #. Firm: rlC-t NG.' — C , Date: ���OZ Rig Permit#: NOTE. Well.Completion Reports must be filed by the registered well driller within 30 days of well completion. $OAAD OF:HEALTH COPY"n . S L 4 41 l t-Y s z 3 F L Y _ t'[ fi i a 4 �.. y s•f".f'-+.`s- , �¢ai �4 4 K 1*.'Y h i.'s S S•4 r t t 4= d 4 1 b 4 C,•- / TOWN OF B kMSTABLE _ Vol' LOCATIONQhrn S f ; 61 ey• SEWAGE # VILLAGE rJS')�-r V)lI t MfI. ASSESSOR'S MAP & LOT902ZO,60 INSTALLER'S NAME°&PHONE NO. SEPTIC TANK CAPACITY D Q LEACHING FACILITY: (type) LR ,9CI�'.a)^c- dwebrs ze) _ � NO.OF BEDROOMS k) T +` BUILDER OR OWNER �✓a PERMITDATE: COMPLIANCE DATE:2L h9 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 c�jAJ ' 'I P. I - c o q 0 0 0 0 0 ST L . A-r 5 A bic� Q 01/ +/1995 04:29 916026624926 PAGE 01 Town of Barnstable Regulatory Services &AI Thomas F.Geller,Director Building Division Peter F.DiMatteo. Building Commissioner 367 Main Street, Hyannis,MA 02601 Office: 508-8624038 Fax: 508-790 6230 August 31, 2001 Ms. Louisa J Grauel 288 Huckins Neck Rd Centervillea Ma 02 632 Re: SPR 057-2001, Collins Office Bldg, 10 OstJW Barn Rd, Ost(120-045-2) Proposal: Construct new medical office building, bear Ms. Grauel;. Please be advised that this application was administratively approved on August 30,2001 at the Site Plan Review hearing with the following conditions: Supplementary SP review is mandated in the event that staffing increases to include an additional physician. (This review is recommended for but not limited to compliance issues with the Board of Health - 330 regulation). The proposed basement area is restricted to storage use only. A single free-standing sign is approved at the corner of the lot near the intersection of S. County Road. Directional signage is permitted for the identification of property..acress„ _ �Si�erety, Robin C. Giangmgorio SPR Coordinator i No. Z�gzl A-e<d6' t f Fee • THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: es + PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01pplication for rhgaar *psstem Conetruction Permit Application for a Permit to Construct{ )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components ILocation Address or Lot No. 6 0 Owner's Name,Address and Tel.No. Assessor's Map/Parcel /01-6 iInstaller's Name,Address,and Tel.No. �( Design 's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building Pk:�aj jiT No.of Persons Showers( ) Cafeteria( ) Other Fixtures y� p� i Design Flow �T gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. fM Cx ClanAA� ' Description of Soil: E" k— 5 A-&Q, I i Nature of Repairs or Alterations(Answer when applicable) I Date last inspected: Agreement: The undersigned agrees o •,e-- • ns d 'o n maintenance a afore described on-site sewage disposal syste in accordance with the prod ions of Title 5 of e v Ion en ode d not to place the system in operation until fi cate of Compliance has bee i ue ar a r / r� Signed Date Application Approved by Date Application Disapproved for the following reasons Permit No. ;i Date Issued V - F' Fee Entered in comp r _THE COMMONWEALTH OF MASSACHUSETTS uter �. Yes IUBLICMEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 0[ppfication for Migozar *pgtem Con5tructian Permit Application for a Permit to Construct )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components r Location Address or Lot No. r 6 e"� f Owner's Name,Address and Tel.No.' f /�/cam _ Assessor's Map/Parcel ^ L I C({ — IJ 2� tj j 1c -Q gs-"Z- Installer's Name,Address,and Tel.No. Designe 's Name,Address and Tel.No. y Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft�l,arbage Grinder( - ) Type g� Other e of Building I'L - lMe No.of Persons Showers( Cafeteria( ) Other Fixtures Design Flow �J�gallons per day. Calculated daily flow 12) gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. ) '-� ' 'Description'of Soil Nature of Repairs or Alterations(Answer when applicable) d Date last inspected: Agreement: The undersigned agrees to.ensure-the.c ns o an maintenance he afore described on-site sewage disposal systerry in accordance with the provisions of Title 5 . e/ nv,on a ode d not to place the system in operation until oc 7�1 cate of Compliance has bee i ue s'B az f e fh. � 1 Signed .fi —A Date Date --Application Approved by M 'Appli ation Disapproved for-the-following reasons M1L Permit No.** Date Issued "' A-,,t e ' THE COMMONWEALTHOF MASSACHUSETTS � n c�c� h��.` , • BARNSTABLE, MASSACHUSETTS � � Certificate of Compliance - 5 THIS IS TO CER ,that th On ite Sewage D•sposa ystem Constructed )Repaired ( )Upgraded( ) . Abandoned( )by at has been constructed in accordance r„ - with the provisions of Title 5 and the for Disposal System Construction Permit NoR.f%��,�� ated Installer Designer The issuance of this permit shall not be construed as a guarantee that the systern4ill function as designed. Date Inspector No. Fee • N THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Mtgpool *pgtem Con.5truction Permit s Permission is.hereby granted to Co°s�truc ( Re atr )Upgrade( b"ndon System located at A4 �F 7 r*1 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: Co struction/must be completed within three years of the date of thi ,. /remit. Date: f Approved Town of Barnstable P# 'W1921 Department of Health,Safety,and Environmental Services �V Public Health Division Date $ 367 Main Street,Hyannis MA 02601 s Maxereer$ 0rf � Date Scheduled. Time I A'M t Fee Pd. Q ,- 0 Soil Suitability Assessment for Sewage Disposal Performed By: `1W JAB A� CLYAi.a- V Witnessed By: _100t4NA ATION:.: .t . ... Location Address Owner's Name p O Q)1.1C - '-`i 1 1°T�ti�131 f7dAM Address L-avt9-N 64-LAvr 057t L-V+LLC ,A4A Assessor's Map/Parcel: ox Engineer's Name L�leJ1J t�l �lEf+� NEW CONSTRUCTION V*" REPAIR Telephone# 5'0V 1-76Z 45-41 Land Use V/tZ- Slopes(%) 0 " s— Surface Stones AIOAJC- Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well It Drainage Way ft Property Line j I`h ft Other SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) to ON {-J tN Parent material(geologic) Depth to Bedrock / Depth to Groundwater: Standing Water in Hole: / Weeping from Pit Face Estimated Seasonal High Groundwater ;:;t?ETE1A'TYt1ri::P'{�►tt SEASOAt.MGM 'VA'I' 'AIL < > <>;>:< Method Used: Depth Observed standing in obs.hole: : N� in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well#___•_•_ •Reading Date: =_ Index Well level..___ A(Ij.factor Adj.Groundwater Level ::;::::;:<::<:;:; ;::<:;>::> > ::::PERCf�LATtt7►�t TEST. n..att ..::... ........ . . .... Observation . „ Hole# 1 " � Time at 9" Depth of Perc ( ) Time at 6" Start Pre-soak Time® 0•®® 0 0(,) Time(9"-V) End Pre-soak Z� l'J��� ✓'�� Rate Min./inch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) /V Original: Public Health Division Observation Hole Data To Be Completed on Back--� Copy: Applicant DE1' C1BIi�VATYC1l HGB�.pGol #. 1 om Soil Horizon Soil Texture Soil Color Soil Other Depth fr Surface oin (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency.%Gray. I o )� u P,..�� �r•w• ;�p1o�u.w v�5w 1�4 425 . DEEP OBSERATIOt HOLE LAG Hote# }. .:... . Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % p- 6 .q 66 Gj a,)-)� C-2 /vt![_6AND 2 .5• �/3 Cl� c�1t�}e.Sa� DEED OI3SERA'l`ltJi HUGE I.UGolc# Deplh9from Soil 1'Ionzon Soil Texture Soil Color Soil Other Surface(in) (USDA►) (Miinsell) MoltlinU (Structure,Stones,Boulderes.. Consistency.. % . .. - .. DEEP OERVATION HdL L(l!G Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottlmg (Structure,Stones,Boulderes.., _. ._ Consistency,° Gravel) Flood Insurance Rate Map: / Above 500 year flood boundary No_ Yes Within 500 year boundary No_✓ Yes Within 100 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 absorption­system? `�h If not,what is the depth of naturally occurring pervious material? /�//w certification q/ _ I certify that on Md� 1`� (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 a/xperience described in 310 CMR 15.017. Signature .--J1 Ir��-� Date 5 NSUIPRq Tt�f3CE TRAFFIC ISLAND /S �LnCHINGD 2281 SF ST FL 8. 56 SAS .� CTORS FICE / 0 / 58 SF STORY PRIVA OFFICE USE 22 F STORAGE USE Y 54,g / > / . FULL ASEMENT i\ � A , FIRST FLO EL 60. r� BENCHMARK: NAIL SET IN / TOP OF FOU EL 9.81 / UTILITY POLE: ELEV. =59.87 s BASEMENT SLA 50.39 C9 r 49 8 �O j \ x. pKOPl�SEO 13R�`N. s 1 . DO GA - \ /1 L ' _ I SEPTI 1 TANK �� oD I I Ix ;1 4, — EASEMENT LEVEL /. \ / {YH2 PATIO � 7.8' \// Q� / o- � 2 °1 �S Off F OVER 0 .0 / TRAFFIC 8� /. ' �;t •s 59.95RO ISLAND f ( 5 59.2 \ \ ROP D TRCWI a o Q O© \ p EXTERI01 ALKWAY. G N W ID CONC. 9.2 4" CONC. WALK t, s 8 o PROPOSED. RETAINING WALLS _�. o STEPPING DOWN FROM GRAD 30.0' Q; TO BASEMENT PATIO LEVEL 59.0 SEE FOUNDATION PLANS RAILS TO CODE1050 SF N / COTTON OOD. EES 15 1 OFFICE USE 1 58 r; 7 �- s rc I z o _ 8.0' z 2 2 iQ i' k STORAG USE 1:20 - of 1:12 h`b" �4 ' 0 Rih1 56,. m I� r� IN FULLBASEMENT Ln yR _ FIRST FL00 EL. 60.00 58.8 �$ ' " 0 OF FND EL, 59.81 ^56� —� I oo 8 MNT SLAB EL. 52.39 ° ,/� '/ TOPLEA S / Ft.It ME �N / 5 OIL. 5� �, jll�tt1 _ .}ROOF D N o�i' 0) f R 57.5 _1 c- � � / :.� HATE SIGN _ 3 �M /� ALTER - — y LOCATION / ��L� r`y / / r a ? G 'S't'a Gil euLKHEAD .. o 24.0' 19.0' 'Cj•('Nyl{Cj 'o"T'�!�>RA►D�� �� . �` 567E R�I,j 56.51# 10 a' CONC. WALK �6.89 .70 %r GrlT* SWIK , / ,jpylA ,895 SFt I /' 1.65 ACRI Sf. 56 ' LAWN AREA AD +�Lt'�1'C' STYtkt C�' , // , \ / �,�y ,�'D 5�O 3•"r" �� i MULCHED AREA �� LEACHING C TRENCH ��� TH3 F&G INV. LEVEL �.3, EL 55.7W �tl1 3 � .I ) AT EL. 50.5 F.\ . PROPOSED EDGE CA LIE ' t ? 1 Q• I�y l \ i OF PAVEMENT (GYP.) 250.4E MAP 1l Z'1 •S��T �Ml3E�L 2dd' 12' x 12' XC. / D'GATED R PAD 4 � ;�' _. 6'GATED STOCKADE •. # 1390 `� FENCE ALL AROUND �a 8a TAPERED SECTION (TYP.) MAP 120 SEPTIC SYSTEM DESIGN DATA z R� 46-1 330 RULE: 1.6505 ACRES(330)= 544 GPD DESIGN FLOW ALLOWED. 1po 8" REVEAL 0' \ # 34 TITLE 5 FLOW: % GRANITE CURBING \ OFFICE BUILDING: 1638 SF TOTAL (75 GAL/1000 SF) 123 GPD w N 6 TAPERED SECTION \\ \ +' DOCTORS OFFICE: 2281 SF,1 DOCTOR (250 GPD/DOCTOR) = 250 GPD OG ON ALL ENDS Xh`b� EN GRANITE \ uj NO GARBAGE DISPOSALS ALLOWED 373 GPD O @� ^ \ \ 0 F+ ST 7 GCBERM � S � SEPTIC TANK: 373 GPD (200%) 746 GALLON REQ. (150D GAL. MIN \ \ USE 1500 GALLON H-10 SEPTIC T KR o O J\ \\ USE C2 LAYER CLASS 1 SOILS FOR LEACHING R ul 000 � O (� LEACHING: 373 GPD/0.74 GPD/SF =504 SF LEACHING AREA REQUIRED. LO S V \ USE (4) 8.5'X4.83'X 2'EFF. DEPTH LEACHING GALLEYS W/ 4' STONE N N AT SIDES AND 3.0' STONE AT ENDS (440' X 12.83' OVERALL DIMENSIONS) M Cr G - yy 1 \ BOTTOM CAPACITY = 40'X 12.83' = 513 SF X 0.74 379 GPD Q 00 co N E� , \ \\ SIDEWALL = 2(40'+12.83') X 2.0'= 211 SF X 034 156 GPD 00 ' \ , \ \ 724 SF 535 GPD O.K. jar 0 Now" Q LOCUS MAP0. o �'` 4- ��a ��� NOTES: SCALE 1" = 2083' U W � �� /'� \ �►` /�►� 1 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS 0 APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE THE EXCAVATING CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR #10 OSTERVILLE WEST BARNSTABLE ROAD, OSTERVILLE, MA / / \ EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. ASSESSORS MAP 120 PCL 45-2 `O . 0) PLAN REF. PB 382 PG 9 p• \ 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON NI5 V- PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION BEGS. ZONING DISTRICT`. BA 20' FRONTAGE t� \ AND\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD BA SETBACKS: 20' FRONT, 0 SIDE, 0' REAR SEE PLAN SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. ALL SEPTIC"WORK AND MATERIALS TO CONFORM TO 310 CMR 15,00!! TITLE 5. LI O t h� \ \ AND BARNSTABLE HEALTH REGULATIONS. MAX BUILDING COVERAGE: 35% (3331/71895=4.6% PROPOSED),f Ike st ROOF OVRt�ANG \. \ t 3. VERTICAL DATUM IS ASSUMED. MUNICIPAL WATER IS AVAILABLE. GROUNDWATER OVERLAY DISTRICT: WP (330 RULE APPLIES) 4. DESIGN LOADING FOR ALL PRECAST UNITS MAX. IMPERVIOUS COVERAGE. 50% -19884/71895 27.7% PROPOSED ! TO BE AASHTO-H20 UNLESS NOTED. MIN. 30% NATURAL STATE 22,500/71895 = 31.3% PROPOSED (n \ 5. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO FLOODZONE: C _ \. fS ITgBt' F` / BE USED FOR PROPERTY LINE STAKING. yI EXCSTING USE: VACANT LAND i TRAFFIC ISLAND PR9P6SED \ O• 6 ' 6. 6" LOAM AND SEED OR MULCH ALL DISTURBED AREAS NOT PAVED, M6.03.0 SEED. w Y / �I.F�CHING 2281 SF ST FL 9 PROPOSED USE: DOCTORS OFFICE AND PROFESSIONAL OFFICE SPACE o C, ••� 7. ALL SEPTIC PIPING 4"0 SCH-40 PVC UNLESS NOTED, / >� SAS CTORS FICE � ) 58 Sfi STORY � 8. COMPONENTS NOT TO BE BACKFII.LED OR CONCEALED WITHOUT PARKING CALCULATIONS: / PRNA FACE USE INSPECTION BY HEALTH. OFFICE HEALTH AND PERMISSION OBTAINED FROM BOARD OF OFFICE USE: 3912 SF TOTAL (1/300) = 13.04 SPACES BASEMENT STORAGE: 3381 SF (1/700) 4.76 i $4 g // V 1 // 22 FULL STOP USE l 9. ALL STORMWATER RUNOFF TO BE RETAINED ON SITE. PLUS 2 SEPARATE SUITES h 19.8 SPACES REQUIRED .�- ENT '�i FIRST FLO EL 60. W 10. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. f BENCHMARK: NAIL SET IN / 20 SPACES PROVIDED I / UTILITY POLE: ELEV. =59.87 TOP OF FOU . EL 9.81 11. ALL LIGHTING SHALL CONFORM TO ZONING ORDINANCE. �� s BASEMENT S 50.39 49.8 �O 12. TOPOGRAPHY AND BUILDINGS ON ABUTTING LAND FROM TOWN GIS DATA AND IS 521 CMR: 1 HCP SPACE REQUIRED 1 VAN SPACE PROVIDED X, OP(�SED SRN s CL 0 APPROXIMATE. LOCUS DETAIL SURVEY 12/11/00 BY DCE. <21 SPACES INTERIOR LANDSCAPED ISLANDS PROVIDED 5�/GAL . TREE CALCULATION 20 (1/8) = 3 TREES REQUIRED / {-.} L SEPTIC TANK i\��i z 3 TREES PROVIDED. ✓j� �� % /'( j BASEMENT PATIO LEVEL N � �00 09 ,70 / TRAFFICops) 22 v -.. -- - ISLAND 8`� / r'"" fl S 59.95RO fi OVER DE �! OWNER/OUISA APPLICANT: GLRACUNT do MARK COLLINS of 5 59.2 - 288 HUCKINS NECK ROAD RO D TREW '� f � a \ \ o 0 C:ENTERVILLE. MA 02632 EXTERIO ALKWAY. G N J PH 508-362-1690 'W IDE CONC. _ _. �`� '� FAX 508-362-7764 � 23 4-CONC. WALK G s c PROPOSED RETAINING WALLS ya 6 io f"rG 56.5 1 z I STEPPING DOWN FROM GRAD 30.0 TO BASEMENT PATIO LEVEL �, s f�tAPQ a ,, r,- { ` SEE FOUNDATION FLANS 59.0 �"� '` �/ �46_r _ �►. �' i } 3 RAILS TO CODE �A. 1050 SF COTTON OJD tEE5 5816 ` ✓ I (a OF4?CE USE F STVRAG LSE 1:20 of 1:12 R 56.8 of IN FULLBASEMENT ni Mr FL EL. 60.00 58.8 �? ,� - -56- - OF EL, 59.81 \ ' ' BS MNT SLAB EL. 52.39 /' LEACHING /' CHING P ul .�.�. r TOP STRUC! ARE ,,. LEGENDEL 52.5 CV I I �. 1 SEWER MANHOLE ROOF DRAIN _ p f - �' aja ALTERNATE SIGN / _ CTYP•) � - ` °/ twPl 57.5 LOCATION f s 1 �� I i BULKHEAD j-� \ z ! 24.0' > '� 57, 6.R N ` 1 /! / ' WATER GATE , LLJ 4 `` CATCH BASIN 11 ito Ln ,. \ 19.0' S� 'O(.0 ,.\I Q to 1 n ( _----- � --- PROPOSED CONTOUR _ ! 45-� \ 56.76 a RI 56.51 r�Q /- EXISTING CONTOUR c / # 10 ` 4' CONC. WALK 56.8p o -- 0 0 0 \ / AREA=71,895 SFt , ,' ,. _.•'' /r �° � 58.21 SPOT GRADE (PROP.) O N \ 1.65 ACRESt /' /� I \ / LAWN AREA , :� �,.. UTILITY POLE } J _ _ l _- ---- _ _ _-- UJ • MULCHED ARE '�9 (';� ' , LEACHING .t to _ „``_1 TRENCH `� .+� GROUND LIGHT U --j \ \\ \•�`" �) ,/ TH3 \ ELG55.7 INV. LEVEL /' ` �cj.x MA 45 20 `�`\� GL' Z U O AT EL. 50.5 I /� \ / _ 56.8 ¢+ '_r +"'" / PROPOSED POST LIGHT � CD / ��^ \ ,� 20 MAX. HT. / PROPOSED EDGE / 2$ OF PAVEMENT (TYP.) N _ / �-p FREE STANDING SIGN -cc / O 46 ` 1�.- ' ~�� - 56 n GUY WIRE MAP 119 / _`"`� , 12 X 12 Gt ONC. vJ GAS GATE t} / DUMPSTER P14D •cy # 1390 6-GATED ST04KADE / w+ FENCE ALL AROUND $� P4 o, L 98' / GEOTHERMAL WELL W ; / (NON POTABLE) w L" / MAP 119 I TREE LINE (PROP,) +-a PCI.. 9 ORNAMENTAL GRASSES za i I \SQ , A Uj �f DEXTER RHODODENDRON z ff?. Q \ MIMOSA BIRCH TREE O PROPOSED SHRUB „�""", I- PROPOSED 3" CALIPER E-a PARKING/BUFFER TREE W I r♦ `� PROPOSED LEACHING PIT O LANIt Scis,l 1"=20' W WATER LINE 20 0 20 40 60 Feet •� ._�. ����� G GAS LINE E U.G. ELECTRIC LINE O O- 300 SHEET 1 OF 00-139 U) U 24"CAST IRON COVER W _FIRST FLOOR ELEV. 60.Q H-20 CONC. COVER H-20, 24"H-20 CAST IRON COVER J ,, P H-20 RATED F&C _ FINISHED ro Cb4=N& to L, lyl ^�- 8" REVILE BLOCK UP D-BOX, FILTER FABRIC MANHOLE E"F268 RAM$EE ND�COVERS GROUND �� "'_ N N 241.D. RISER OVER STONE LABELED SEWER TO GRADE WHERE INDICATED 70 GRADE, MORTAR ALL COMPONENTS 2� MIN PITCH CO co PRECAST H-20 _ _ _ _ _ r" W ao 00 + Ln ,�. 2P-T TOP OF CONCRETE EL 55.0 M RTAR AL BLQCKS OR 5' UNSUITABLE o C) F 4' ! V' E . 0MPONE PRECAST RISERS SOIL REMOVAL I o .. . . .: . _ REQUIRED DOWN 55.51 N .. ., TSOAND2HORIZONW r.l FI=20 WHITE' CESSORY M1 Q" " --.' 00000°°o 00000°o 0000°000 °000000o I n` 54.73 14 . o 0 0 0 o0°o°d° o°0°0°0° 0°0°0°0° VJ i TEE TEE ; p aod000po 000O05 °0000°oo n°o0°o°° _.._ -. ..- _ _ ,_,., ..... . I !~ 0 0 0 0 .o o n o 0 o g o 0 0 0 o Q.1 -' r: '• �--"'•� tl O O O O o 0 0 o a o 0 0 0 0 0 0 0 0 0 0 � nn`` o O•tl 4�°4 O O n O g 0 0 g O O q W 4"�SCH40 PVC 1500 GAL H-10 6 AT 19G 0tl0tloo0 0000J1000- 21' AT 17G M °°°°°°°°°°°°°°°° °O°°°°°° °°°°°°°° 5' �(? 4"#SCH40 PVC 0000000 00000 » 000°o°o°o°o° °o° `I 56' AT 27r (ACCESSORY) SEPTIC TANK GAS BAFFLE .. 0 tl O O O 4 0SCH40 PVC o°o°000° °0°u°0° , 0o°0°op0°S00000poo ( � (^ 4"OSCH40 PVC 4' LIQ. LEVEL PIPES LEVEL 1ST 2 - TREE V 1 _ �C1xE O Ei�UAT--- 54.3 EL 52.0 C , � 54.1 H-20 500 GAL LEACHING CHAMBER BY ACME PRECAST 3"CALIPER �': OR SHEA CONC. PRODUCTS DRY WELL 500 GAL H-20 OR EQUAL. PARKING/BUFFER TREE b �{-10 0-BOX ON 12" COMPACTED GRAVEL __ (4) UNITS REQUIRED _ -` `- L MLL;H. -` ACME D85 H-10 OR EQUAL 3/4"-1-1 2" DOUBLE WASHED STONE 4' MIN. COMPACTION (TYP.) WATER TEST FOR LEVEL AT SIDES AND 3.0' AT ENDS OF PRECAST STRUCTURES 5.7' _ 0) ((((////���������-� �■.�,,1,y, rw' OVERALL DIMENSIONS TO OUTSIDE OF STONE: 40' X 12.83' - r"CEO TI V I P ,,M F I L APPROX. SCALE: 1/4" 1'-0" EL. 46.3 BOTTOM TH2 � REINFORCED NEW BLACK RUBBER NO GROUNDWATER FOUND HOSE (1/2" 10) --^DOUBLE STRAND 12 GA R G&V"DUD TWISTED WIRE 1 TREE WRAP. LAP ENDS DOWN ` DO NOT STAPLE ARO�ND TREW�%SPA 1%z`x10' 1, 11 SPACED 1'-0• FROM TRUNK, 1, 11 STAINED DARK BROWN. �5 TIs NOTES„�.,..E S: ``` PULLED DRIVEVOM AT ANGLE AND :�1 I Fes".1.� I f��LL4a�i�wrrH WIRE 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS 6. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED, M6.03.0 SEED. " 11 APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE. THE EXCAVATING 7. ALL SEPTIC PIPING 4"0 SCH-40 PVC UNLESS NOTED. BUILDING DOWNSPOUTS B" LOAM do SEED GRANITE CURBING 1 "X3 E COD BERM WHERE INDICATED ' ALL DISTURBE AT ENTRANCE 1" TOPCOAT MASS DPW 1MtN " �, I MIN 3' DEEP SAUCER CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE 8. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT 5"X i 8" SET IN TYPE 11 (1-888--344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED AREAS (TYP,) CONC. BOTH SIDES 3' DEPTH SHREDDED BARK 61ULCH EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. FROM BOARD OF HEALTH. CLEANOUT 2" BINDER 2. ALL CONSTRUCTION MATERIALS, COMPONENTS. AND METHODS EMPLOYED ON THIS 9• AL STORMWATER RUNOFF TO BE RETAINED ON SITE. T GRADE 7 OF BARN5TABLE SUBDIVISION REG5. AT MAJOR BENDS PROJECT WORK SHALL CONFORM TO THE OWN o00000000�0 ob" �' ;. :.... REMOVE AND OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD 10. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. c o °o°oo°o°00000c� o 000 OF M TOP SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. ' o„ ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. 11. ALL LIGHTING SHALL CONFORM TO ZONING ORDINANCE. • 12" PROCESSED GRAVEL M i COMPACTED SUB-GRADE AND BARNSTABLE HEALTH REGULATIONS. • • •. MDPW M1.03.1 ViB. ROLLER COMPACTED I �.'�•�,. SOIL MIX 3. VERTICAL DATUM IS ASSUMED. MUNICIPAL WATER IS AVAILABLE. REMOVE TOP & SUBSOIL 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H20 UNLESS NOTED. NOTE: REMOVE ANY FROST' SUSCEPTIBLE MATERIAL ` 5. THIS PLAN 15 FOR PROPOSED WORK ONLY AND IS NOT TO 4"0SCH40 ROOF DRAIN TO A DEPTH OF 36" BELOW FINISHED GRADE. N BE USED FOR PROPERTY LINE STAKING. TO DRYWELLS AT 1.5% MIN. REPLACE WITH NON FROST SUSCEPTIBLE MATERIAL (LESS THAN 10: DRY WEIGHT PASSING #200 SIEVE) 12" MIN NOTE: COMPACT ALL FILL IN 6" LIFTS TO 95% MOD. MIN � PROCTOR DENSITY WITH VIBRATORY ROLLER COMPACTER. CROSS -SECTION TREE PLANTINQ DETAIL ROOF DRAINS PAVEMENT " r�.niwrr�"rr��r.rrY.�lr. ■r" Lrlr".r"rril» rrrr.rrrrlr Irr�/r" .ter 2'-10" NOT 70 SCALE NOT TO SCALE � 26" 24» W oocac�000❑ 0C]C]C�C 000 24" ., DRAIN 8 1/8" 0C�[�CIL 000 I cloclonono 00000000 CIEJ " RIM EL. & �I 1/2" EXP JOINT APPROXIMATELY 24'-0" OC 0 N E3000l0ono I 22 I H-20 RATED FdcG I " - LeBARON H-20 OR EQUAL 1 2" EXP JOINT WNRJ ADJACENT FILTER CUT BACK 1/2"' W/ 1/2" DIA xi2" LONG aQ � 110000000 3" PA 0 / SMOOTH EXP DOWELS AT 2'-0* OC, ONE- MANUF. LeBARON. BROCKTON. MA ❑CaC] ci m TO CQNC STRUCTURE OR BLDG rl HALF GREASED MODEL: LT 105 2x p�CH TO DRAIN ADJUSTING BLOCKS/H-20 RISER CONTINUOUS SEALANT SMOOTH TROWEL All EDGES WEIGHT: 430 LBS r._.---- MORTAR ALL COMPONENTS PREMOLDED FILLER " t;i V) -s wIDE D2.1 TOP STRUCTURE 1' BELOW GRATE 4X4-6/6 WELDED WIRE FABRIC CONTROL JOINT d W "''� ACCE55 COVEE11 --- STOP WWF AT EXP JT SEA0 fY SCALE: 3/4" t'-0" p' .F EDGES 6TROWEL AU,_ FINE BROOM FINISH 6" LABEL SEWER OR DRAIN AS APPROPRIATE FRAME AND 6m Q°8°$a4L y°°°°°°0'0 irirrr -- 0ao�oao�o - 000°V°o°o 4" MIN. PEASTONE PITCH 19: SCALE: 3/4" 1'-Q" o°o ono°0 0°000000o AND MIRAFi 140NS - . o°o°o°o°0 5' X 6'� Q °o000o000000 C) MINIMUM WEIGHT: 388 LBS. 0ouoo�000 H-20 I 00000000n FABRIC OVER STONE / / ° / /a 0 d 000000000 " 600 GAL gog�oog8 �� 4 `� Q `O 1" TOPCOAT C3 II Z 00opoo000 LEACHPIT °000000°opo G 000000Goo SHOREY OR EQUAL 00000a000 MASS DPW [L }' 0000°o '0°0°0°n°0 o°o°o°o°o a0 0o0000 = 2" BINDER TYPE II Lil 000°o°o°o r; 000000000 BITUMINOUSNO °ti0 . �a��� �0 tO Q °\ PAVEMENT 000°O°Q°b°n°O°q°O°n°n°O°°°0°°°°°0°O°q°n°�°�°b°c ,•i.. " ry _ (� 0 4 12 PROCESSED GRAVEL d U 3/4" - 1 1/2" \��fj /� ���/�/ N DOUBLE WASHED STONE \ ��/\ /\fir �i��/ ,�s�\ 2' MIN. AROUND PIT �� d " COMPACTED AGGREGATE BASE HEAVY DUTY H-20 COVER & s UNDER PIT .�� ° A LABELED "DRAIN" F&C R DR-A I S E O.I TI O N UNDISTURBED OR COMPACTED ��, 06 Q DRILL (2) 1 0 HOLES IN COVER .. N. SUBSOIL �j� 8" H-20 F&G'S EL. LISTED NOT TO SCALE CON CR TE SI D WALK MIRAFI 140N FABRIC OVER SEE PAVEMENT CROSS SECTION 2'X 2' GRATE (TYP.) ��....rr..r r .r"�"��rr.rri 3" PEASTONE OVERLAP 6" SCALE: 1 1/2" - 1'-O" COMPACT BACKFILL IN t3" ,/ter NOTES: 12"I� SLOTTED H-20 LIFTS (TYP. ALL DRAINAGE) -•� TH1 SOIL EVALUATOR: DAN OJALA PLS TH2 SOIL EVALUATOR: DAN OJALA PLS 1. COMPACTED AGGREGATE BASE COURSE: 2" GRADED CRUSHED STONE ON 4" GRAVEL"BORROW. - ---- � O TOP STRUCTURES BOH: DONNA MIORANDI, IRS BOH: DONNA MIORANDI, RS 2, CONCRETE FOR SIDEWALKS MDPW CEMENT CONCRETE (AIR ENTRAINED 4000 PSI 3/4 IN.,610) ,.� CORRUGATED HOPE PIPE MIRAFI 140N FABRIC OVER H-20 EL. 52.5 EXCV. RE►D ELLIS EXCV. REID ELLIS ADS N-12 OR EQUAL �• PRECAST •`r' i DATE: 11-15-00 DATE: 11-15-00 Z 3 MIN. PEASTONE RISERS SLOTTEDI2"0 HDPE D H 12" H-20 RISER & TH3' DATE:E11�-115-00 q� �� P� Z E- � ' 75"-1.5" DOUBLE AS REQ. ADS N-12 OR EQ. HOL M & BRICK ADJUSTING COURSE EL. 58 0" EL. 58.3 0" 0 C/) a C4 I WASHED STONE SET LEVEL INV. 50. MORTAR SANDYI LOAM SANDYI LOAM SANDY LOAM I r J w.Y.:y,y.+i; (� (TYP.) 1 OYR 3/2 1 OYR 3/2 6» 1 OYR 3/2 6" rrr� Z ZON z ZON O Ca 3 j. `.. 2.0 P.) B HORIZON B HORIZON 6"-36" B �`' Q-+ E­ �" z LOAMY SAND LOAMY SAND LOAMY SAND I 4"S H40PVC A 1.59� I PROPOSED 12"�C.B..ppTRAPIPP 2.5Y 6/6 2.5Y 6/6 LOAMY S ,- wrr ELB 32" �--- 0 W d W FROM ROOF DRAINS "' H--20 3 ) Cl HORIZONCl HORIZON 36 48 Cl1.4 MED SAND TRACE FINES -...•.....................................- •....T..... 000 GALLON1' PROPOSED LOAMY SAND LOAMY SAND SOME LOAMY POCKETS TO 6' Q F-4 ' LEACHPIT 1 1000 GALLON PRECAS 1aYR 6/6 FIRM 1oYR 6/6 FIRM TRENCH CROSS SECTION LEACHING TRENCH BETWEEN ��' _ 6'oX6'-8" SHOREY H-20 CATCH BASIN EL 5383 LOAM POCKETS LION"SUITABLE EL. 53.80 LOAM POCKETS UNSUITABLE 48" NTS STRUCTURES. SEE CROSS SECTION LP1000H-20 OR EQUAL 'OX6'-8" SHOREY SOLID BASIN H--20 OR EQUAL C2 HORIZON C2 HORIZON E M/C SAND M/C SAND 2.5Y 7/3 2.5Y 7/3 " " 48 / D CLEAN WHITE SAND 24 GAL POURED IN 6:30 24 GAL POURED 5:45 5Y / -144 C2 M fx '.`................. SECTIONAL PLATE BOTT. AT 68" CLEAN WHITE SAND BOTTOM AT 67 2 7 3 6" WASHED STONE UNDERNEA H 4' MIN AROUND PIT C2 PERC RATE: <2MIN/IN. C2 PERC RATE: <2MIN/IN. ca STRUCTURE O - .......................................................I..............._ a 1.4 EL. 48 120" EL. 46.3 144" 144" � S-ECTION. - THRU DRAINAGE NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED TEST LE LOOS ao- goo r " E S rr HQ rr"i"r1"r i SHEET 2 OF 2 00--139