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HomeMy WebLinkAbout0083 LONG POND CIRCLE - Health 83 Long Pond Circle 209-034 Centerville i UPC 17534 ' No.2��COR r ASTINGS. YN r� TOWN OF BARNSTABLE LOCATION <a3 t,eiNC P0141) efaclp_ SEWAGE# a ool-ON06 VILLAGE Ce N}eoty11 le- ASSESSOR'S MAP&PARCEL I/W aOlr Ne.O y INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY 15r0 0 Q A!' S O 9- 954- 7 7/g LEACHING FACILITY.(type) A - 5�oo rg ck" (size) 1A.p;ie ,%J NO.OF BEDROOMS ; OWNER /'Y) I0-4aeL rn /4ANS014 PERMIT DATE: d " 001 COMPLIANCE DATE: a 1J— Separation Distance Between th : 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 facil' ) Feet FURNISHED BY a) r ® 3s, 31 I K cP �7A a �7d f 3 s'G ® 3 d 3 16, a n n ` � 1 � I I! -f.! tee•-.'.. ,°... _{. t; ..,i ... .. p. ,No. ooq---o Fee THE COMMONWEALTH OF A SACHU in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2ppfitation for Nsposal *pstem Construttion Verutit Application for a Permit to Construct(Repair( ) Upgrade( ) Abandon( ) [i]Complete System ❑Individual Components Location Address or Lot No. 0 Low,%WO cK L% - �yes �Vof T4 AVER Ael.No. Assessor's Map/Parcel ZAq 03LkM�M o 7-(0 Z Installerr''ss Name,,Address,and Tel.No. Designer's N e Addre Tel.No. PCOak&SCk Ata�ttu� &- 2!> � VVA sot-4Z.0H 33 Type of Building: Dwelling No.of Bedrooms ) Lot Size ZO,V 6 sq.ft. Garbage Grinder(A/t) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 33® gpd Design flow provided 33 gpd Plan Date 25,Z,aO s Number of sheets Revision Date 3 i Title PrAP�— l��vcrylr 4� Size of Septic Tank 115VO Type of S.A.S. Z' SM (aik6r\ (W4MhXr Description of Soil qrL R4: 0— ® Cptiy� S—(e, Ar l - , 6gu L o Ml S() MA S/(e Z3-1r,I" C� CI�V� MdD SPA *11, !G Nature of Repairs or Alterations(Answer when applicable) ryReyl&� ?r-MR'SV> ft _ -Bybc wA� `A-) rK- ZoaS -5 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 Certificate of Compliance has been issued by his Board of Health. �. ign d Date 9-2 - zo �5 Application Approved by Date Application Disapproved by' Date ,for the following reasons ti Permit No. ---' Date Issued +r`+..r....... .... ..,-n»... ,-.r.--�.-s+, r ^...r ... .�- ;�.._.r� -rr � �w•���....� ,,.. � � w.,.,- ,a,:,.,. - . ., .. N -,- ,„,. ... ....+..-..�-i' _ . r*--.,,-.,� O t - ,�U Irk'`` voq No. 51. t .F � Fee : E►htered in THE COMMONWEALTH OF MASSACHUSETTS" computer. : COMMONWEALTH o.. �;w�:� .. 0 k e� Yes PUBLIC HEALTH DIVI"SIGN=TOWN OF BARNSTABLE, MASSACHUSETTS �I�IYItatlon fOr �18�108aY.�pBteYn �On�trU��ct n �ertnit l-. Al , Application for a Permit to Construct(-< Repair( ) Upgrade•(—)—Abandon( ) [-]complete System ❑Individual Components ff Location Address or Lot No. 8'3 Lowe. N.11 �"1K�1 Owner's Name,A ress and Tel.No. CFM t�v�l l 't -XCN V+ANTI til �( Assessor's Map/Parcel ZAr13L �RGo-I J°scA1e�v�'►�"�"�cL%e-U-I ;`Installer's Name,Address,and Tel.No. Designer s Name Address and Tel.No. i-Lo Type of Building: Dwelling No.of Bedrooms 2) Lot Size ZA.(QH b sq.ft. Garbage Grinder(A/l Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 3'J gpd Plan Date O��ob� Z5,Z� Number of sheets ( Revision Date 3 JZ 6 44 Title Propor cd, jMpfvv eMen�S �fa►'�, ._p Size of Septic Tank JSO� Type of S.A.S. Z" S� (o� Ur> (�Gryy Description of Soil?ETC VeA 11,13ZZ.- 0-_ 0 LANr 3-(p' 4 lkl ANO,-! we\y`-\ 10`10Z L0t&M7 St\W�) 10A sl (e Z3--,bq�� C k Cy"& Meb SRC m4\(g 1(o �t1-t2o C? LfoV� Z•S� 6,1y s/JA"-� 4 Nature of Repairs or Alterations(Answer when applicable) "�RF�i Shy ?E MITCIP �__6k � 3fokwm5 yl i7t-z A6, m(C` Zoos 5 z Date last inspected: - Agreement: r The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in t accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance,has been issued by this Board of Health. ign d Date Application Approved by / Date l Application Disapproved by (/ ° ,. Date . for the following reasons Permit No. C/ Date Issued - ----------------------------------f / f L THE COMMONWEALTH OF MASSACHUSETTS r BARNSTABLE,MASSACHUSETTS a � I Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed Repaired( ) Upgraded Abandoned( )by at 0N6?6N7 has been constructed' accofdance (( with the provisions of Title 5 and the for Disposal System Construction Permit N� �'( /'dated °bI''tInstaller �,kli �� C'o•�� J .:1.�.�a\,�. Designer /�SG//,�/'YCr/1� 11�., p, #bedrooms ` Approved design flow 3 3,4 C/ gpd The issuance of this,permit shall not be construed as a guarantee that the system will'f/ume ion as designfe1 U. , Date r a ! / t' Inspector V ^ --•--- l/��"���✓`�--------------------------------- ----------•--------------------- ---=_-- No ---- Fee=--_�a-__------- THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Bisposal 6pstem Construction jermlt Permission is hereby granted to Construct(-fir Repair( ) Upgrade( ) Abandon( ) System located at 1J6 (76� C t K(-( and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of-the date of this permit. Date Approved by Town of Barnstable Regulatory Servim $ H Richard V.tali,interim Director Public Health Division Thomas McKeon,Director 200 Main Strut,Hyannis,MA 02601 Offte. 508-862-4644 Fax: 50-7904M n r des er er tie DAtte: _ ° j Se►vage Permit# ' P-4 ~&,4 6_ Anessor's MapWareel ' Designer- ^��+ �'a4 .t+�a,r�f•, Installer, ILE," Addr ; /pl Address; . 9A LA 1 We on f ' �,,.L was issued a pertnit to install a atc rnstal et septic systwn at ?;,.� %.q`W l -based on a design drawn by (address) "I � �'n a�.`n _... dated lw-3 2u' ---- - 1 certify that the septic system referenced above was installed substantial)y according to the design,'which may include minor approved changes such ens lateral r�elc>cation of the di$tribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes(i.e: greater than l Q'lateral relocation,of the SAS or any veetical relocation of any component of the septic system)but in accordanoc with State& Local Regulations. Flan revision or certifiod as-built by designer to follow. Strip out(if MgWTed)was inspected and the soils woft found gatis&ctory, I oWify that the system) r•efetcr,ced above was constructed j&paplianre with the tarns ofthe INA aP val letters(if applicable.) °.# N ler s Signat-UT-0 emngne s Srgnatw0 ^ (Affix Desr .'rnp ire)_"" sly �rTO BARNS'rAa EAi,Tti DIVISION, c >E; ELJ rC W BE S 1 ft ill T"Iril<S !i. RUN CARR ARE RECEIVED BY THE BARNSTA13LEEAL Q: .i4ttadper czttirwatidn Fam Rcv 8.14-1 mw TO Jbd T'BNI 9N3 NbAITIf1S LT96KP809 6V:Tl 9TOZ/8T/80 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE 20 RIVERSIDE DRIVE, LAKEVILLE, MA 02347 508-946-2700 MITT ROMNEY STEPHEN R.PRITCHARD Governor Secretary KERRY HEALEY ROBERT W.GOLLEDGE,Jr. Lieutenant Governor Commissioner DATE: December 6. 2005 Municipality: BARNSTABLE (city/town) RE: NOTIFICATION OF WETLANDS PROTECTION ACT FILE NUMBER The Department of Environmental Protection has received a Notice of Intent filed in accordance with the Wetlands Protection Act(M.G.L. c. 131, §40): Applicant: ANTHONY/JEAN ANTIN Owner: Address: 80 LONG POND CIRCLE Address: CENTERVILLE, MA 02632 LOCUS: LQNG.POND CIRCLE IF CHECKED,THE FOLLOWING ITEM(S) APPLY TO THIS NOTICE OF INTENT: (X)_This project has been assigned the following file# :SE 003-4467 ISSUANCE OF A FILE NUMBER INDICATES ONLY COMPLETENESS OF SUBMITTAL, NOT APPROVAL OF APPLICATION Although a file#is being issued,please note the following:, If you have any questions regarding this letter,please contact: Christine Odiaga Q(508) 946-2836 O PLEASE SEE NEXT PAGE FOR POTENTIAL ADDITIONAL APPLICABLE REQUIREMENTS Cc: Conservation Commission: BARNSTABLE Conservation Commission, 367 Main Street Representative: Peter Sullivan,PE, Sullivan Engineering Inc. PO Box 659 This information is available in alternate format.Call Donald M.Comes,ADA Coordinator at 617-556-1057.TDD Service-1-800-298-2207. DEP on the World Wide Web: http://www.mass.gov/dep CIO Printed on Recycled Paper Q Other Regulatory Jurisdiction I. () Chapter 91 license may be required. Application and transmittal available on DEP website(http://www.state.ma.us/dep/a htm) if needed contact DEP Service Center at 508-946-2714 for direct mailing or provide information why license is not required. Q 401 Water Quality Certification (314 CMR 9.00) may be required. Provided that the project meets certain conditions, summarized below from 314 CMR 9.03 and 9.04, and the conditions under the Corps of Engineers Programmatic General Permit for Massachusetts (PGP),the project qualifies for 401 Certification as certified under the PGP. Information and a copy of the PGP can be obtained from the Corps of Engineers at 1-800-362-4367. SEE BELOW FOR FURTHER DETAILS: () Based upon the information submitted in and with your Notice of Intent a separate 401 Water Quality Certification application form is not required. Provided that: (a) activities are conducted in compliance with MGL c.131, §40(the Wetlands Protection Act)and the Final Order of Conditions permitting the activities does not result in the loss of more than 5,000 square feet cumulatively of bordering and isolated vegetated wetlands and Land Under Water and/or the dredging of more than 100 cubic yards of Land Under Water; (b) the Final Order of Conditions requires at least 1:1 replacement of Bordering Vegetated Wetlands pursuant to 310 CMR 10.55(4)(b); (c) the project is not listed in 314 CMR 9.04(1)through(11)including: discharge of dredged or fill material to any Outstanding Resource Water; any part of a subdivision unless deed restricted, so long as the discharge is not to an Outstanding Resource Water see 314 CMR 9.04(3); activities exempt from MGL c.131, §40(except for normal maintenance and improvement of land in agricultural or aquacultural use); discharge of dredged or fill material to an isolated vegetated wetland identified as rare and endangered species habitat; loss of any salt marsh; activities subject to an individual 404 permit. If impacts to resource areas or project size increases beyond that described in the Notice oflntent or there are discrepancies therein'you must notify the Department and request a determination that the criteria of 314 CMR 9.03 have been met before the activity may begin () Before the activity described in the Notice of Intent can commence,you must obtain a Water Quality Certification from this Regional Office. Please complete a 401 Water Quality Certification application form(htip://www.state.ma.us/dep/at)pkits/forms.htm)and file it with this Regional Office for review. '() Your project involves dredging of greater than 100 cubic yards of Land Under Water. Please complete a 401 Water Quality Certification application,form (http://www.state.ma.us/dep/appkits/forms.htm)and submit to the Department of Environmental Protection,Waterways Regulation Program, One Winter Street,Boston,MA 02108. Call the Waterways Regulation Program at 617-292-5695 with any questions. Q Applicant is advised to forward a copy of the Water Quality Certification Application to the Corps of Engineers for review. (call 1-800-362-4367 for information). Town of Barnstable r a W ?Z- Of THE P�� o Department of Regulatory Services BAR09YAOM i Pllblie Health Division Dale Mb S&y 200 Main Street,I lyannis MA 02601 � e /FD►M.l A Date Scheduled 1017-0 l oS •Time :Op Fee I'd. Soil Suitability Assessment for Sewage Disposal • Performed Dy: ��`\ ( �V��1 tvc'►.0 Wihtcsscd Dy: �•'1Cm esr'3-,31KS LOCATION& GENERAL INFORMATION Location Address 803 ZOh A!MLG/'r 1r Owner'sNa �mefin70ny Lt ilf3eh /anfih y /))q• paG3oZ 'Address X0 A'Ohs een¢e,�r�Il r, 0209 rR-Feel 0 3 q- C en/u v,Y/c, m Assessor's Map/Parcel: /�a� 'Engineer's Na La 1 i va. 7 L t& 7c-ry y-z NEW CONSTRUCTION ,// REPAIR "Telephone ff 5OJ'4.V-.3.3 7 7 Land Use I0f�lL-1 Slopcs(%) 5-lS�o Surface Stones 04R— Distances from: Open Water Body 11Xs tt Pussible Wct Area 10011 11 Drinking Water Well JN Il t Drainage Way Al ft Property Line 10 R 011icr R SICETCII:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximily to holes) I 'vly D P 1 MAP 209 O83 Z. j Partnt material(geologic) lrye Depth to Bcdrock Jr� Depdi to Groundwater: Standing Water in I Pole: )mL Weeping front Pit race ( \ Estimated Seasonal Iligh Groundwater " Igo1 DETERMINATION FOR SEASONAL IIIGIIWATER TABLE Method Used: IiC—l= A60-VG Depth Observed standing in obs.hole: in. Depth to soil mottles: Dcplh to weeping from side of obs.hole: in. Groundwater Adjustment n. Index Well 9 Reading Date: Index Well level Adj.factor Adj.Gtountdwnter Level_ PERCOLATION TEST sate Z oSTime II:0 Observation I tole H Time at 9" Depth of Perc 5l S 8`,. Time at 6" Start Pre-sunk Time© 2S(u� ..3 Tinic(9"-6") �N t A- End Pre-sonk ffs ^p��Y, N,S A iAJ, + Rate Min./Inch Site Suitability Asscssmcn(: Site Passed L-f- Site railed: Additionni Tcsting Needed(YIN)' Original: Public Ilealth Division Observation Ilole Data To Be Completed on Back----------- ***If percolation test is to be caltclucled tvitbill IOU' of jvetlan(I,yoll ttlust first notify tits Barnstable Conservation Division at least one(I)weelc prior to beginning. Q:neAi TIMPMEnCroRM FEEP OBS,JU VE(ON MOLL LOG Il:olc It Dcpt11hum Suilllulizon SuitTex►ulc Soil Color Soil , Other 3urfac�(In.) (USDA) (Munsoll) Mottling (O"W10110,Sloncs,DQuldels. - Call Mom,gravel) r �4 A) t a ILTA Z3-169" C i �D, 5NkUP lb tQ toy=lzo� C7- m�saw Z:s_x c�.Jy i DEEP OBSERVATION ROLL LOG Ilolc It Depth from Solt Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Mwlsell) Mottling (Structure,Stones,Moulders. CU11SIstcllcY "/o Grnvcl) _ O-Zt, 0 — 2-Ll`' td. 5Apat (a rm im-K 3/ — ��—yv" ct t ing 5-he o s7-?e C z f-,VZ sNX';> z,s�j(Qy — DEEP OBSERVATION HOLE LOG IIolc# Dcpth from Soil Horizon Soil Texture Soil Color Soil . Othcr Surface(in.) (USDA) (Munscll) Motllhmg (Structure,Stones,Muuldcrs. Cunsistcn�,"(�Oi��Ccll__ DEEP OBSERVATION HOLE LOG Iloac Depth from Soil llurizun Soil Tcxturc Soil Color Soil Olhcr Surface(in.) (USDA) (Munscll) Mottling (Stluclurc,Sloncs,Muuldcls. CUIISIS C IC °o GraVcD Flood Insurance hale Man: Above 500 year flood boundary No— Yes Within 500 ycnr butnmdary No Ycs Wilhhm 100 year flood boundary No ✓ Ycs Detlth of Natut•111y Occurrhm Pervious Malerial Does at(cast four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? 1/ES )f not,what is die depth of naturally occurring pervious material? certification I certify thnt on 1IL69 _(date)1 have passed the soil evaluator examination approved by the Dopartmcttt of L'nvirouumcntnl Protection and that the above analysis was performed by nme consistent with the required lrniuiug,expertise and experience described in 310 CMR 1.5.017. Signature Date/o Z OS' Q:1 IGALTI llW PMERCFORM a i.zcu: mcparauon or rians ana ayecincanons The plans and specifications for,every on-site system shall be prepared as follows. j .(1) Every system shall be designed by a Massachusetts Registered Professional Engineer or a Massachusetts Registered Sanitarian provided that such Sanitarian shall not design a system designed to discharge more than 2,000 gallons per day pursuant to 310 CMR 15.203. Any other agent of the owner may prepare plans for the repair of a system.designed to . discharge not more than than 2,000 gallons per day pursuant to 310 CMR 15.203 provided they are reviewed by a Massachusetts Registered Sanitarian and approved by the approving authority; (2) Every plan submitted for approval must be dated and bear the stamp and signature of . the designer, (3) Every plan for a new system or plan for the upgrade or expansion of an existing system which requires a variance to a property'line setback distance,must.also reference a plan which bears the stamp and signature of a Massachusetts. Licensed Land Surveyor in accordance with M.G.L. c: 112, § 811); (4) Every plan for a system shall be. of suitable scale(one inch=40 feet or fewer for plot lans and one inch = 20 feet or fewer for details of system components) and shall include depiction of: (a) the legal boundaries of the facility to be served; (b) the holder and location of any easements appurtenant to or which could impact the system; (c) the location of the all dwelling(s)or building(s)existing and proposed on the facility and identification of those to be served by the system; '(d) the'location of existing or proposed impervious areas, including driveways and parking areas; b (e) location and dimensions of the system (including reserve area); (f) system design calculations,including design daily sewage flow, septic tank capacity / (required and provided);soil absorption system capacity (required and•provided); and whether system is designed for garbage grinder, (g) North arrow and existing and proposed contours; (h) location and log of deep observation hole tests including the date of test, existing grade elevations marked on each test, and the names of the representative of the approving authority and soil evaluator; (i) location and results of percolation tests including the sate of test and the names of the representative of the approving authority and soil evaluator, ') name and certification number of the Soil Evaluator of record; (k) location of every water supply,public and private, 1. within 400 feet of the proposed system location in the case of surface water supplies and gravel packed public water supply wells, 2. within 250 feet of the proposed system location in the case;of tubular public water supply wells, and 3. within 150 feet of the .proposed system location in the case of private water supply wells; 1) location of any surface waters of the Commonwealth, rivers, bordering vegetated wetlands, salt marshes, inland or coastal banks, regulatory floodway, velocity zone, surface water supplies,tributaries to surface water supplies,certified vernal pools,private water supplies or suction lines, gravel packed or tubular public water supply wells, subsurface drains, leaching catch basins, or dry wells, and the location of any nitrogen sensitive area identified in 310 CMR 15.215 within which portions of the proposed s stem are located. (m) location of water lines and other subsurface utilities on the facility; (n) observed and adjusted ground-water elevAtion in the vicinity of the system; o) a complete profile of the system; (p) a note on the plan listing all variances to the provisions of 310 CMR 15.000 sought in conjunction with the plan. (q) the location and elevation of one benchmark within 50 to 75 feet of the facility which is not subject to dislocation or loss during,construction on the facility; (r) when dosing is proposed, complete design and specification of the dosing system proposed including but not limited to dosing chamber capacity (required and provided), um and specifications, number of dosing cycles and depth per cycle; \ fs) w en a Recirculating Sand Filter or equivalent alternative technology is required or proposed,a complete plan and specification for the system,including a hydraulic profile; t a locus plan,to show the location of the facility including the nearest existing street; u the street number and lot number, if any, of the facility; and. v) the materials of construction and the specifications of the system. P M �- 101 ---�0 ;a202 <a302 10 E jo - - - - - - - - - - - - � o - - - - - - -1 - - - - - - I ; - - - - - - - e cl ��� I I I (^) OX hw c102 I Od clot c102 a o2 clot clot clot Ali l`\. I j 0102 �a &CHANIG 702 j -- I- - - - f-I a301 I r <� I - ° o_--------- -- - - - - ------ r LIV-IN HALL O d A _ ^ - -------------- ly i - - - - - (a402) N I _ shelves I ` "\ j I' 2 j n > r I shelves shelves shelves 1. - l shelves /I I `I I I I I n j l j I�I)i 2 I I clop I�¢IPt1 �{ I ¢IOl V ji� 1 I I I :a` dlpb blbll' ( CIOI�- I CIOC c101i �� 1� a202 CO - �IIII 1 \ 1 '' 1 ly -=- I i I SIN O I� �.I IA70,1 I �� %2-54 1 2 54 L� shelveg '�� (shelves - - - - - ---- --- - - - _Cvj O O C0 N N I �— — — — — — `�i c� Q(n o Q U BATH 4��a40T 2 I �' ref I V I j 03) _�� p W W cfl I _ � N ------ ---i - - - - - Uo I it " b 1 �� o f N _ 4 a401 2 KITCHE ( I - I 2 i I �5� w � �,<L � - 4 a403 2 N _ j 3 aaosl r I I I j 10 0 3 (�i ® b) .I - --- DTI u i I _ �`- - I - -- - - -I- I I 1 I MASTER j V %�VI .- V'IL - - - - - - - - - - � - - C� Z W - - I - BEDF�OOMi•a i 3 I ,l o t -404) 1 ;- z a -� \ I i - �;` GUEST {I I K^ ✓ i I T I l i I 0(.5 j IL I _. . -� -- i jI !4 a407 ��_-�� BEDROOM�' i �, I i a - - - ) - DINING �� ICo W I J - -_� I I � p I_y — - --1 - ' - I-- - -. — -i -F-- — - ._. --- — �- U. --- -- I 3 - I L---- -- --- Co LU --r �- --- - j O a Q J Z �. -- --- MASTER Fdw BATH I I - I— JI I---- — —.. _ L h I I fa406j I 2 i 107r—,i j I a502) I I a5o2. I I I 1-- --- interior I I a302.; I , t or wall interior wall I , interior wall - I ----------- I ` ----1----- ' -=----- ------- ---- ------ I —SLOPE BERMS DOWN z f i 1 I I i- 3' 0" i a201. I typ. I J 0 25 24 23. '22; 21 20i 19: l 8' 17 16' 7 5' 14: 7 3' 12` 11 10, 9 ' 8 7 6 5 4 3 2 0 f O R "i° f Z BRUNGRABER � LLI r O DRAWING NOTES: CIVIL Lf U Q w 06 ada accessible ramp &entry ' � WALL TYPES: 4 ,y No.saga _ i Q cn C) cC 01' munchkin h.w., vent to sidewall ij7 roof storm water catchment fra 1 spf 2x4 shear stud wall w/2"ply one side ���F FcisT':������� (02 radiant heating manifold v j &fin , I `SS�GNAt-LNG 1081 shelving on cabinet box covered w/ ) II b) spf 2x8 stud wall w/2' ply both sides + A (03, 100 CFM bath fan; vent to b.o. east custom panel overhang fin. 04 range hood; vent to b.o. east overhang (c}spf 2x6 shear stud wall w/2 ply one side FIRE TOWER, I 1 0 1 I &fin. ENGINEERED TIMBER 105 electric washer dryer; vent t0 sidewall .f d) 6x6x$" ptd. stl. angle w 2' stl. plate 27 Sims Ave.,Unit 2R 401.654.4600 i + J Welded t.&b. I Providence,RI 02909 ben@ftet.com Robert L. Brungraber, Ph.D., P.E. onar n7 In •CZ-r'2-IA_nA'nn' Edge of BVW as Flagged PERC TEST: 11,132 by ENSR 141JUL105 PERFORMED BY: SULLIVAN ENGINEERING WITNESSED BY:DON DESMARAIS,RS ea 1 \ I OCTOBER 20,2005 ZONE: M1• 1• w .� SITE PASSED RD-1 , 4 F \ r Area (min.) 87,120 SF (RPOD) Frontage (min) 125' = ^9 ` Width (min) no x Z \ \ TEST HOLE- 1 EL.43.0 TEST HOLE-2 EL.a2s y . \ 1 t O,LAYER:::. o LAYER............... . Setbacks: fro , � - r Edge of Water ORGANICS_.. .. ORGANICS Front 30' .. Located July, 29, 2005 3" 42.8 2" 42.6 , A LAYER IOYR 3/2 ... ...A LAYER 10YR 3/2 Side 10 , \ \ EI-25.7 , oa��o' \ \,�� \ `� \ \ :.$ANDYT,OAM ."."SANDY LOAM Rear 10 Location Map. yo�o P� j. �� \ o\.\ \ \ 6„ " 42.5 4" : .' 42.5 „ , e °i \ - _.._ \ \\\"s �.` \ B LAYER IOYR 5/6 B LAYER 10YR-5/6 1 f LOAMY SAND LOAMY SAND'.: e�GOrOufe \, \ \ OVERLAY DISTRICT: K°II1�,61�345 \ 23 41.1 44„ .: :.. .".. 39.1 \ Cl LAYER IOYR 6/6 C1 LAYER IOYR 6/6 \ '~ ,, '� � •� �•\ , � AP - Aquifer Protection District ASSESSORS REF.: \� \ a\ 1 MEDIUM SAND MEDIUM SAND As Shown on Plan Entitled \ \ A5 \ 57„ 38.1 „ Map 209, Parcel 034 M \ b9 1 11 s1° PERC TEST 38s C2 LAYER 2.5Y 6/4 Revised Groundwater Protection \ \ \N7l• ! ) 78' �.. � ~ \ \ \ ,� 1 \ \ 25 GALLONS GONE IN10 MIN. . MEDIUM SAND Overlay Districts" - April, 1993 241 'o, EI=44.68'New \ ` (By p \.To Roof Shelte` ' top °r ce/cH \ \ \ 8p0t \ `.\1° I 1 69' PERCRATE<2 MIN/IN TAR=0.74 37.3 C2 LAYER 2.5Y 6/4 58" PERC TEST 38.0 FLOOD ZONE: MEDIUM SAND 25 GALLONS GONE IN 10 MIN. ' ! seie Cor>truct\�� 11 \ 120' 33.0 12011PERC 32.8 ( ) t t ^a9k `� \ ti u 1 ! lZon e:X & X 0.2% Chance i \ \ (Ord NO 1 A� NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED C Om m U n 1 t y Panel NO. �, \� 1 �+ �ro E \ ! DIRECTIONS. #250001 C0564J � � Landscape`s 1 1 t ce H Fn Worklimit I Lawn �� From, Hyannis:On Main st. headed West. At July 16, 2014 PERC TEST: N/A - - Rottery take second exit onto West Main St. PERFORMED BY: SULLIVAN ENGINEERING Turn Left onto Pine St. and take a right onto Lawn Soi William Kl / h D r \ ( a Wam areyJon Oea \° s f\ 1 j ^' 1 O FEBRUARY,27,2015 Main St. Take a right onto the first Long 1 O �\ \ e ing Pond Circle, Property is on the right #83. I i ; \ all \ \` Proposed \. o ! ! , i `tsl � - ' . ` Tree Removed I I� 1 t ) � ( � , 4 1 TH-tl rass TEST HOLE- 1 EL.32 \X 50' O \ o. Prloposed O/A LAYER w eptic SySte 1 ' \\ , A8 \t j ( f O " .... ORGANICS. "...... CS � Q_ � 6 . 31.5 o } \ ro o \ SUITABLE MATERIAL rni o I 1 \ Previously 2 YELLOW � O aw x , Perm4ted o ; I , ; , ; 6 ' 26.8 MITIGATION CALCULATIONS. -� Q' Mitigation 1 NO GROUNDWATER ENCOUNTERED Pr sed i \ \, o 1535 SF cn Miti a n Permitted Hardscape 50-100 Buffer - 1 \ i I ( I I BLD 1658 SF 3; \ 114 S 4 { I `• `{ " \ ! 1 l 1 I ! it Drive 140 SF 11 t Proposed \ , A R EL AREA i i ( ` 1 , Total 2109 SF 1 I \ 1 Sty w/f �b 640 SFf ( Plan) 1 o & 1 \Dwelling o' �tr 13, ! '70'x32' ` F QS SF U land I I j I Permitted Mitigation: 1535 SF 'I I li I Slab on Grade3 FFE 3,9.0' ' \ \ ( Proposed Hardscape 50-100 Buffer A1 t ; ! BLD 2240 SF a I Drive 155 SF 0I \ taw e 't ed , i \ 1 , I Stairs & Wall 97 SF Le end. a r I . 11 f fii o 4+ o al x 38.5'�y` Due11r 9 - ; !, \ \ 1 Total 2492 SF Car Port . & De - i Proposed of \ _ _- f I \ 1 o P Drive xi _ _-" ' ) ' \ t \ l i Proposed Mitigation i 3 _ \ -o- Post & Rail Fence 44.,9 _ \ 10 Rai Fence \ I 2492-2109=383 SF w o - & i 3t33x3=1149 SF ,. l o�8�--- � ` \ , "' €� `\ \ \ �, �� 01 , SEPTIC NOTES _ � _ � ©- 40"E ' / 1.Location of Utilities Shown on This Plan Are A rox.At Least 72 Hours Mitigation tion Provided I E ( I PP Deciduous Tree 35 \ i ! Previous) Permitted 1535 SF j � \ Prior tc Any Excavation For This Project the Contractor Shall Make y ' FEMA Zone Lines the Resuired Notification to Dig Safe(1-888-344-7233). Proposed 1149 SF Shown on FIRM Total: 1535+1149=2684 SF Coniferous Tree N� \ ' \i I g;ron \ P,a'nel #2'S001C0564J 2.The Cmtractor is Required to Secure Appropriate Permits From Town j +_ so/UP�g5 CB/OH 1 'Fnd Ronold & J 1776�d'3 ;` Effective: July 16, 2014 Agencies For ` \ 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall Be Cotstructed of Class 150 Pressure Pipe and Shall be Water Tested to -U Guy Wire Plan View AssureWatertightness. In General,Water Lines Shall be Constructed in 0 C B/D H Coordhation With COMM Water,and Shall be in Accordance -0, Utility Pole Scale 1"=20 With 218 CMR 1.00-7.00&310 CMR 15.00. 4.A Minimum of 9"of Cover is Required for All Components. oHw Over Head Wires 5.All Stmctures Buried Three Feet or More or Subject - -35- - -Elevation Contour (1' interval) to Vehicular Traffic to be H-20 Loading.It is the Engineer's Recommendation that H-20 Always be Used. Foundation Plans 6.Install Watertight Risers and 18"Covers Max to Within 6"of Finished Grade by others Over S-ptic Tank Inlet,Outlet,D-Box,and Two Leaching Chambers. FFE 39' See Note 6 (typ.) 7.Septic System to be Installed in Accordance With 310 CMR 15.00& F.G. EL. 39.5t* - *Final Foundation Gradin To Be F.G. EL 39.89' Max 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable Coordinated With Landscape Plan Board of Health Regulations. 111 8.All Piping to be Sch.40 PVC. Flow Equilizers 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum EL: 3 7.0 As Required Sump of 6„� . _ -- _ Installer To EL. .70 1500 Gallorn Can firm Prior Septic Tank EL 36.45 � lop EL 36.8 9 10.The Separation Distance Between the Septic Tank Inlets and To C Any work HSep Required 6. D-Box Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend (See Note 5) H-20 EL. 36.19 a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" 12.8 Gas Baffle EL 35.89 Leaching Below the Flow Line,and Shall be Equipped With a Gas Baffle. 4' of Double .e �\ To Be Installed On H 20 Chamber 11 of 310 CMR 15 255(3)Any Fin is to be Clean Sand that meets the Requirements Washed Stone S`ta61e ampac ed ,se Bot. EL. 33.89 Bedding,»T»s, .::: .. . Inspection Port, -.'!f Enebun.'t,�red Reritave & Rplae� & Baffels <All ur7ttrtabie Soils VVrth�rj b' of as Per Title 5 e OutePermto h Syt DESIGN E .... .. .... ...e... .. EL. 26.8' Single Family o, 10.0 No Groundwater -2 Bedroom Per Test Hole 3 Bedroom Minimum Design @ 110 GPD 25.0 Proposed DEVELOPED PRCFILE OF SYSTEM No Garbage Grinder Dwelling �+ EL. 25.7' Total Daily Flow=330 GPD NOT 1 T O SCALE Lake Elevation Use a 1500 Gal Septic Tank .("76p LEACHING AREA 330 GPD/0.74(LTAR)=446 SF Required Sidewall=2(12.83'+25.0)2'=151.3 SF Bottom Area=(12.83'x 25.0')=320.8 SF D-Box Total Provided=472.1 SF(349.4 GPD) Finish Grade SAS Detail „-. _ • . LEACHING CHAMBER DESIGN ►� 3 Max. , ._. � ,, W Scale 1 =10 s" Min compacted Fill Filter All Pipes to be Schedule 40. Fabric And ric Use 2-500 Gallon Leaching 2" Revision: Add Test Hole 31412015 04 1 118" - 112 Chambers in a 12.83'x 25.0'Double 3 Pea Stone Washed Stone Field as Shown. Revision: Add Retaining Wall, Stairs, Change Grodin & Septic. 211912015 H-20' .: 3/4„ 1 112 g g g p LEACHING Double washed Revision: Move Driveway & Septic and Change Proposed Building. 21912015 CHAMBER Stone Y. , I < _ NOTES: PREPARED FOR: PREPARED B • TITLE: 4' - 101 -i Site Plan r 12' - 10" 1.) The property line information shown was Michael J MacDonald` & Dario M HansonEn ineerin & Cape'Sav Proposed ImprovementsF HAMBE1R com iled from available record information. gg CROSS SECTION O C p g SU1114Van Consulting,Inc. 23 West Bay Rd. Suit. G At �. 80 Lon Pond :Circle Circl e NOT TO SCALE 2.) The topographic information was obtained Centerville, MA. 026.32 (508)4283344 • R.O.Balc659 . 7 Parker Road,osterville,MA02655 Osterville, MA 0265 O from an on the ground survey performed on secl®.sullivanengin.com • wwwsullivanengin.com (508)420-3994 (508)790-790fcx 83 Long Pond Circle or between 281JUL105 and 29/JUL/05. capesurv@copecocet Bamstable (Cen terville) MASS 3.) The datum used is NGVD '29, a fixed mean 20 0 10 20 40 80 Draft: CTR Field: WHK/JPM W sea level datum. Review: JOD Review: RRL DATE: SCALE: rr r October 21, 2005 1 =20 Proj. # 24030 Proj. ,� 650