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HomeMy WebLinkAbout0371 WHEELER ROAD - Health ■MIMIMI■MIN■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■MIN■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■MI■■NMI■■N■N■■■■■■■■■■■■■■■■■■■■■■■■■■■NN■■N■ ■■NMI■■NNNN■MIMI■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■MIMI■NNMI■MIN■■■■■■■NNN■■■■■■■■■■■■MIN■■■N■NN■■■■ ■■■■■NN■IMN■MIN■■■■■■■■■■■■■■NNN■N■MI■■sN■■MI■NN■ ■■■■■NMI■■■■NN■■■■■■■■NN■N■■NNNNN■N■■■■■■■■■■■ ■■■■NNMI■■■■MIN■■■■MIN■■e■■NN■NNNNN■N■■■■■■MI■■■■ ■■■■■■■■■■■■MI■■■■■■MI■■■■N■MIN■■■N■N■■■NNNMI■■N■ ■■■■NNNN■■NMI■■■Ns■N■■MINNNNs■■■N■■■■■■■■■■■■■■ ■MIMINN■■MI■■■■MIN■MIN■■■NNNN■■■■N■■■■■NN■■Ns■■■■■■ ■■■MI■■■■■N■MI■■MIN■■■■NNN■■■■NN■N■■■■■■■■■■■■■■ ■MI■■■■eNMI■■MIN■MIN■■■■■■■■■■■■N■N■■NN■■MI■■■■■■■ ■MIMIMIMI■■■NN■NNNNN■■ - : ■■■■■■■■■■■■■N ONE N ■MINIM■■■■■■■■■■■■■■ , �t ■■■■■■■■■Nee■■■■■■ ■MIMI■■NMINN■■■■MI■■■■■�I� ► : , .; �■ s■■NN■■NNNNN■■■MIN■ ■MIMIMIMI■MIN■■■■■■e■■■N■eMINNNN■N■Nee■eeNNNN■MINee■ ■■■■■■NN-lummom■■■■■■■■■■■■■■■■■■■■■ ►�■■■■■■■IROM ra■■■N■■■■■■■■■■■.■e ■■■■ ■■■■■■■■ ?od ' i■■■r�J■■■iME■r !* ONE—MIN■■■. eeeee■■/�� %��`/_ 'L► ��L `a�i� ���i1 /���� �` �� �� ■■■■■■■af/■ei■■ Old IS an No eee■■■■■■. ■■■■eee■/t ■■ OEM■/lORO!�■��!■■■■■■e■' ■■■■■■■morINKr iH'In-�J,'�1�%1��,� ■■ ■■■■■■■■. ■■■■■■■it■f�■�1�■A■�■i■■S■■■■■■■,11■■■■■ ■■■■■■■■■►`�ir��! 'ls,��►pia miolm i■!llSAME■■■■■■■■ //,��r si%�17�����������y / Ir ■■■■, ■■■■■■■■■■■M►S■■�� ��r�■■■■e■eee■■■■ ■■■■■■e■ rl�:��f ! / !1/%/.■yam no No ■■■■■■■■■M■■■ire■i ■EN■■ S!!■■■■� ■■■■e■■■ .i%,� ■ y� %��e / �■■er /■e /N■■eee ONE ■■■■■■r r�■■■■■e■roe■■eee■e■�■e■■■�■■� ■eeeee er.►�■6 MINE M■NN■■ ■■■■■■i ■mp4sw7a o, i/ /!r■RNME■ ■1/w/ri/>■■' ■■■■■■,e■■■■Se■■■■M■eeeee■■■W■■rA■■■' eeeee■■■eeeee■■■■■■■e■■eee■■eee■■' ■■■■■e■■■eee■■■■■■■■■■eeeee■■■■■■' eeeee■■eee■■■■■■e■■■■■■■■■■■■■■■■ �■■■■eeeee■■■■■■■■■■e■■■■■■■■■■■■■■ ■■s■■■■■■■■■■■■■■■■■■■■■eee■■■■■■■■, ■■■■■■■eeeee■■■■eee■ees■e■■■eeeee■■ �eee■■■eeeee■■■eeee■■eee■eeee■ee■■ TOWN OF BARNSTABLE LOCATION , -7�' SEWAGE # VILLAGE xr r"�j l�f//be ASSESSOR'S MAP & LOT D 8 �` INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY to;� �oye-r w LEACHING FACILITY:(type)_ (size) NO. OF BEDROOMS '' _PRIVATE WELL OR PUBLIC WATER ,*,/1 BUILDER OR OWNER DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No rolws�c-o ley 80axk- -Ap0IAf& D6v � �, 2 y TOWN OF BARNSTABLE iD�CJ LOCATION 3 A 4' l cr. 2Z{., SEWAGE# VILLAGE 111wX r-% ASSESSOR'S MAP.&PARCELIZI. v INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY is TU LEACHING FACILITY: (type) — Sod (size) / �kZ NO.OF BEDROOMS 3 OWNER atp_ PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on` " site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY t � ' w T � No.�15 —® 6,3 Fee /c�j 0 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01ppYitation for Misposal 6pstem Construction permit Application for a Permit to Construct 04 Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 3-7 l W ltr- Owner's Name,Address,and Tel.No. g , �,,a Assessor's Map/Parcel c1 Installer's name,Adores d Te.No. /L Designer's N e,Address and Tel.No. re dAilo, i t wn 64 — I t . 1951 � _�342 Type of Building: Jr t- Dwelling No.of Bedrooms. CS Lot le . a4r+090 sq.ft. Garbage Grinder Other Type of Building No.of Persons 7_ Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required)` s3 O gpd Design flow provided !3 9 gpd Plan Date uq 1)J Number of sheets Revision Date Title ��1 Size of Septic Tank "& Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environme ode and not to place the system in operation until a Certificate of Compliance has been issued by this Boar o alth. d Date Application Approved by Date c� Application Disapproved by Date for the following reasons Permit No. /5 —'y(9 Date Issued No.CPO b� i Fee /`-T / THE COMMONWEALTH OF MAS ACHUSETTS Entered incom'puter. ✓ ' Yes PUBLIC HEALTH DIVISION - TQWjN. BARNSTABLE, MASSACHUSETTS ,ia.appYiratidn for Bisposat stem Coustructiolil Permit ` ! erY + f Application for a Permit Construct()c) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location`Address or'Lot N� j ��P k:.✓ `� Owner's Name,Address,and Tel.No. 1/ J C U 1`3 1` r✓'(4 CA r Assessor's Ma p/Parcel Z _ 5) -7 7) /( 1"- Installer's N .�'e,Addres ,.and Tel{.No. � � Designer's Noa�me,Address,and Tel.No. Sa��'� 93`! y�^�.. „ 5/ . ✓,vwuv� �) _j(FZ �151 °,Type of Building:i .�� boa-"76so J 1 Se Dwelling No.of Bedrooms Lot Tel o a C t-tJ sq.ft. Garbage Grinder Other Type of Building I r (e W+ No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required){ ��j O gpd Design flow provided ­4 L4 9 gpd Plan Date �� '1 1 J Number of sheets ' Revision Date Title Size of Septic Tank V ✓t Ftf- G' Type of S.A.S. J Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmen ode and not to place the system in operation until a Certificate of Compliance has been issued by this B&oalth.ed ! , Date Application Approved by Date e� Application Disapproved by , f Date for the following reasons Permit No. 3 Date Issued f --------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CE j�TIFY,that thae/Ongit Sewage ispoosal s s�tejm/Coonnstructteed( ) e ' e ]( Upgraded( ) Abandoned( )byl/ ]l�J /� y l 5 at G f eE I a✓ g /�1�i✓�'�C1 Y�5 �I'I� has been constructed in accordance with the provisi ns Title and-thrfor Disposal System Construction Permit No,� /5-C c 3 dated Installer Designer (0 J(O' i (� #bedrooms 3 Approved design flows` 3 `� Q gpd The issuance of thi" perm t shall not be construed as a guarantee that the system will/� n as desig d. \" r Date ( Inspector f --------------------------------------------------------------------------------------------------------------------------------------- /tom' s No. 0 1S '0 � Fee ✓ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS 33isposal �&pstem Construction Permit Permission is hereby granted to Construct ) Repair( ) Upgrade( ) Abandon( ) System located at L-9—�� (/ O� , ✓� �,' 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(by mit. Date a / Approved Z Towrl Of a TEStobl.t. � �aLGF1i js ,Serv�1G� u . . .. �� 71hom, as F.cGeiler,Director sanaY.E, ¢ , _e. no s. ulli�lic Health Division � 1 rr9. Tho mm IY1eliKeam,Director 2.08 Main S -eet,BlyTamids,I ®2�6�D71 Office 509-962-4644 Fax: 503-`790-6304 LmsitAi err o Designer Certification 1T+m-XIE Date- � sewage Permit# 024'5 -06,3 Assessor's MntplPareel ffa /- J ! I�esiignnero �0 VJ v� dldUress: I "1a.r ti .address- ae on �� Z1`�S P-0 �- �� � was issued a permit to install a (date) (installer)p p J� se tic system at 3? kee/� J�a based on a design drawn by (address) Ai►� LI D R ITE Xf dated -- esigner) I certify that the septic system zeferemed above was inealled substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with. State & Local Regulations. Plan revision or certified as-built by designer to follow. of Ns °ti (Installer's Signatur DANIELA. o OJAlA CIVIL �^ No.46502 (Affix Signature +�' amp Here) I �`�JI�I� Y� � � � LI� AT-A OF L'Q' ll�.d�/����ia?, CEAII �C NQ- .� n�LaJ D a�rd�'YL ��I� —,HIS I+0 M AND AS-BUILT C A1� R]ECErRi D By TH B d8TAB LL,PUBLIC SALTH DIV-1810°. FRANK YQU- r s _ TOWN OF BARNSTABLE LOCATION Gv h ZC4% re-_� SEWAGE# VILLAGE A,P%1 ASSESSOR'S MAP.&PARCEL ! INSTALLER'S NAME&PHONE NO. l�GC lC�✓��rc,A,sn� SEPTIC TANK CAPACITY 'PS-CO &J LEACHING FACILITY.(type) Q ' 5Vbk,0 (size) XL NO.OF BEDROOMS OWNER -tS,dt _J,;'JA_ PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on.` `. site or within 200 feet of leaching facility'. Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) `' Feet FURNISHED BY i ��A� ��' Visa' ��- Z6 � . � 5 — bG I IC I I - 54 . - L_.------.---------r----- —J RAIBE_WALL� Ie; I �I r�_ 2 I , 7o co• I , � DNIL00J Cf10fINIlNo�rn"rol I ua too dO1 airaia e.(s) I ilvm a1aYJ J07'b,a"rol I I i T- `O ►ROa7 WALL DlLOWII I y Y l��• r ,p , •� I v.LL arJ ala I i r�No�.sl w va` I I I I I NLIn'W7'79016 rw i --I .o/e o+■.on I as , r>taylo zi-Eas-a JUL 01"z Ml L ' i � I - li •7P 11• `I ' � 401"Z r { C1"L I I� it L.-J11 f I ^I "A� I � I I �I IMOBT WALL L BELOW; I { I ryl I 4 I F I I DROP WALL n ------------ I I 1 • ILL-------------� 1 ---------------------- I hl- , 3� � Town of Barnstable ]Department of Regulatory Services Public Health Division DMASS. ate /WP`hy 161 F. Main Street,Hyannis MA 02601 l,FU Date Scheduled D Time J Fee Pd. �Q�• QU Soil ,/�`uii ability ,Assessment for Sewage .Disposal Performed•By: boo;e l v��a C✓Q� Witnessed By: LOCATION& GENERAL INFORMATION._ FLocaacn Address ref/ W h e e/e.►��d. Owner's Name ll ^� ( "Dr'9an W /—1 16f Address Assessor's Map/Parcel: U a d 0// d 2— Bngincer's Name e NEW CONSTRUCTION REPAIR Telephone# Saff 3 Land Use: woad Slopes(96) S— Surface Stones Distance's from: Open Water Body- ll R Possible Wet-Area G ft Drinking Water Well ft Drainage Way ��' (/ ft Property Une 0 ft Other ft S10TCH:(Street name,dimensions of lot,exact locations of test holes&pero tests,locate wetlands•In proximity to holes) �• � it vat � d SkcyrA z IL G(ac(aI G�fw�5�1 ��G� fM d ty ym0-130 Parrot material(geologic) A / I Depth to Bedrock Depth to Groundwater.,5te.nding Water iP P,-Ie:_ /v//T Weeping firortl PIt F"cc /W Estimated Seasonal Hlgh Groundwater A ,4 DICi TERMINATION FOR SEASONAL H16 wA.TEI[ '�'AB�, Method Used: &G W t%j Depth Observed standing in obs.hole: Ip. Depth to soil mottles: ,ja Depth to weeping from side of obs.hole: In, Groundwater Adjustment In Index Well# Reading Date: Index Well AdJ,factor- Adj.Groundwater Level Observation PER.COLATI.ON TJC+ST baie- T nue.__ Hole# �-) Tlme at 9" _ Depth of Pere -:,y Time At G" � Start Free-soak Time @ Time(9"-G") End Pre-soak ' Rate MIn./Inch V I//7 Site Suitability Assessment: Site Passed Sitr.Failed: /" Additional Testing Needcd(.Y/N) - Original: Public Health Division Observation Holt,Data To Be Completed on Back------- ***If percolation testis to be conducted wAin 100' of wetland,you must first notify the.. Barnstable Conselrvation Division at least one(1) week prior to beginning. Q:\S BPTIWERCFORM.D O C DEEP.OBSERVATYON ROLL LOG Hole# Depth from Soil Horizon Soil Texture .Sdil Color Soil• Other Surface(in.) (USDA) (Munsell) Mottling (Structure, Stones;Boulders, o i ten,�%'Craven a-- lie A, L 5 10y,� 3/� i I9- 4 O Ln �/v 90--oo C► 5; 2�SYsl3 A-14 A/6 /OYR pf/� DEED 013SER`D'ATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soll Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (structure,Stones,Boulders. - ColisisLcricy.%Orave o-.l :Ls to Ci S;L ��13Z c �/�5• l�yR ion DEEP OBSERVATION]SOLE LOG Hole�. 3 Depth from Soil Horizon Soil Texture Soil Color Soil Other* Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Co i to c p e . a-� � �s �- ior� 3 z roYRS/0 �.-i zo C AtIlt 5 ]DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Sol] Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders, Cositn 0 - (0 14 L S (OYR3/z . ( 0-30 g LS �o�� /�P 47 C2 Flood Insurance Rate Map: I / Above 500 year florid boundary No Yes "Within 500 year boundary N07,1 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 absorption system? Y P S If not,what is the depth of naturally occurring pervious materiall Certification I certify that on�// (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 requited training, expertise and experience described in�10 CUR 15.0117. �j Signature Date I G Z 3�!' Q:nPTICTE1ZCPORM.D0C 9 / i N rA 26'-0° 9'-O' 34'-0' 9'-O' 7'-01.. LQ 4'-b• 4'-6° i 10'-8° _-/ IO'-1° f I3'-3' to mom OD LQ I III I I I kk 4 _' PULL _ _ DOWN I 2$ 7-5" �i 9' ll° —._.—_I _ .. ONE" Id L---J 9 LITE _ MASTER U BATH -_ —WALK-IN CL09ET. TILE - CARPET TRAY CEILING I - L M O IT M I ,III IIi A CARPET I 0 ,Ild+ill GARAGE L--- � . CONCRETE SLAB I P.. u ✓ 1 PITCH TOWARD DOOR I I� o \ 9 I/21 I — ———— .I: I LVL .'(2)it 7/8'LVL RIDGE ABOVE . 1.6ILRIBBY ! I MICRO: w M.. .. iTILE \PAIVYRY, i .u ' i � W ——M ————————— ROOM o FLAT CEILING e ——-- VAULTED KITCHEN BREAKFAST OAK = ro n W . (2)9'x7'-O.W.DOOR W/TRANSOM —— OAK , W (3)II 7/8'LVL CONTINUOUS NOR — — —.—.—— —— ——— z SEE DETAIL o� VAULTED CEILING . - - W L DINING r 7d a OAK : .f 89 8/8'x69' Y • � 34'_O" F O ' 13'-10°VAULTED:CEILIN� ( I I� GREAT ROOM A 4-0° i.... IA OAK - A5 -------- i? VAULTED CEILING {l} F ER �' I: i i W OAK 7:jr ° 1 LQ v ... 'II I � \\ �r i ' � I ' ; I I li 1 I' Ig'•c WQ i j M n (Y mil i a Y w Q W J --- ---- P I 11. -4'VAULTED I 3 _ - II'-b'VAULTED. I Tw sg6-s If BEDROOM #3 < BEDROOM #2 --- ---- v- � a CARPET 2� (-� CARPET j _ - Q 3 - .. FIRST FLOOR PLAN VAULT c4 -� SCALE: 1/4" - I'-OI ® Barth - ►►i in TILE f :SHEET ---------------- 1425 DRAWN BY: KW DATE: 2/5/15 J n ol .. ----------------- ----------------- CD T— ../A� r--------------------------- �. W . r -------------------.� .. I I I i I I � Q F .�• DROP WALL 10' I I I Z AT DOORiz I I I W _ 0 e'xT-q'CONCRETE WALL ,. 10'x16'CONTINUOUS FOOTING - I I --.-� w .. m {�CONCRETE WALL I ' .. .. I :. ;. I 3 V1$ - i /y - 10'x16'CONTINUOUS FOOTING L————————J i I !p Yr O r-- — �_q,. bps. s q I� - e,-6, I. a,-1P .5._7 PITON TOWARD DOORS - ` \ T J 1 GARAGE I °. up — I Aw . 4'CONCRETE SLAB I r 'I F' \�----- --{ w - NOTE: '--------- BOLTS J T 5/5' ANCHOR I L��\ L,_J L.� ! .. .. EMBEDDED 7" .. ... .. 1 SPACED 3 O.C.C ~ O .. 12" FROM CORNERS I' _ :el ... �WN/ ■�WASHERS 3"x3"xl/4° I e°x3'-q'CONCRETE WALL O o u. .. I _ W •• .. T �10'xlb'CONTINUOUS FOOTING DROP WA�LLRI& L RAISE WALL ' m - —— —_—_— I —� —— ———— — .. _ 'jl— I --_ CONCRETE APRON - .. —————J I '. I � O i `-- ------ I IL 1 m F.T� L I-III r 'I�� r- - -s--------; -- T �! IF _mL_ J I, ��� I � �I b q-_q°. q,_6• id q-6" /1 -01 j I L 4'-0' BASEMENT VAPOf2 RETARDER III 3 I/2 CONC.SLAB - I I I T-O'. 5 4 j l b._6" I Z w --� -.—I �r-- I - ------- "- N a _ r ----- � � L_J L<_J L- Lei I I ti _ O I I m o e�ao I 0 ju laft A i i tu W J w m I I i r---> E I I L�------`--- _ __ -------�—� I FOUNDATION PLAN - ------ ----- -- ---------- ----------� -- - --- SCALE: 1/4" a I'-O" al Ip Z a�o • o 01.3 JIV J SHEET .. joBt'' 1425 DRAWN BY: KW DATE: 2/5/15 SYSTEM DESIGN: ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR LEGEND SYSTEM PROFILE p PROVIDE 24" H-20 COMPARABLE MEANS FOR FUTURE NOTES.LOCATION. � n a �� 99 - CAST IRON COVERS TO GRADE (NOT TO SCALE) 1. DATUM IS NAVD 88 O �� EXISTING CONTOUR GARBAGE DISPOSER IS NOT ALLOWED LEBARON OR EQUAL MORTAR IN PLACE z\ 2" PEASTONE OR GEOTEXTILE 2. MUNICIPAL WATER IS PROPOSED (NOTE SOME WELLS IN AREA) � X 99•1 EXIST. SPOT ELEV. TOP FOUND. EL. 76.0 FILTER FABRIC OVER STONE � Mystic Lck PROPOSED CONTOUR e EXISTING 3 BEDROOM DWELLING MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM\ VENT W/ CHARCOAL FILTER ��. ' 3. MINIMUM PIPE PITCH TO BE 1/8 PER FOOT. 99 _ 74•0 75.0 o��c li DESIGN FLOW: 3 BEDROOMS © 110 GPD = 330 GPD 4"SCH40 PVC PRECAST H-20 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS Locu NOTE: MIN. WALL THICKNESS 2." TPrr 198•41 PROPOSED SPOT EL. USE A 330 GPD DESIGN FLOW R2S�Rs (TYP.) BLOCKS OR TO BE AASHO H-20 TH1 ,y.. 4"OSCH40 PVC MORTAR ALL PRECAST RISERS PIPES LEVEL 1 ST 2' COMPONENTS H-20 5. PIPE JOINTS TO BE MADE WATERTIGHT. lo�P TEST HOLE SEPTIC TANK: 330 GPD (2) = 660 ENDS (TYP.) SIDES EL. 72.3 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH o INV'S EL. 71.30 4 2% SLOPE OF GROUND 10" 14" ➢0000000ce '00000 i +.Y 1500 GAL H-20 , 000 � oo � o DODO � 00 USE A 1500 GAL. SEPTIC TANK � 310 cMR 15.000 (TITLE 5.) *72.18 71.88 TEE SEPTIC TANK TEE 71 .63 000� 0��� 0�00 • -El� idd/e Pon • °o°o°O°° ®®I� o 0 0 0 °°°°°°°°°°°° °°°°°°°° °°°°°°°° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO �Q> UTILITY POLE 4' LIO. LEVEL GAS BAFFLE : ° o 0 0,000?, 0000 0 0 o 0�����OO�DO� Da�a0�00a0� °o ° ° ° ° ° ° ° ° BE USED FOR LOT LINE STAKING OR ANY OTHER LEACHING: ACME OR EQUAL N ;°o°o°o°o aaa�a000ao� 000aaoaaooa °o°o°o°o FIRE HYDRANT °°°°°°°° Zg SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD 71.57 71 .40 °°°°°°°° PURPOSE. Qoca o o.uo EL. 69.3 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING BOTTOM 25 X 12.83 (.74) = 237 GPD °°°"° °"°"°"°"°"°"°"°"°"°"°"�"°"° °"°"°"°"°`� •°O°°O°°O°°O°°O°°O°°O°°O°°°°°O°°O°°°°°O°°OO°O°°O°°O°°O°°°°°°°°°°°O°° \\ 01 01°,°_"_°_�_�_� ° ° ° ° ° C_0_„_9_,_7.0 ° H-20 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQIUAL. b '� 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. (2) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED TOTAL: 472 S.F. 349 GPD ALL AROUND PRECAST STRUCTURES WITHOUT INSPECTION BY BOARD OF HEALTH AND of 6" CRUSHIED STONE OR MECHANICAL OVERV:LL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83' COMPACTION. (15.221 [21) ,, PERMISSION OBTAINED FROM BOARD OF HEALTH. *THE INSTALLER SHALL VERIFY THE USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING LOCATIONS OF ALL UTILITIES AND ALL WITH 4' STONE ALL AROUND DIGSAFE (1 888-344-7233) AND VERIFYING THE LOCUS MAP BUILDING SEWER OUTLETS AND LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES ELEVATIONS PRIOR TO INSTALLING ANY PRIOR TO COMMENCEMENT OF WORK. s1.0' BOTTOM TH-1 SCALE 1"=2000'f PORTION OF SEPTIC SYSTEM ( 2'S% SLOPE) ( 1 % SLOPE) ( 1 % SLOPE) NO GROUNDWATER FOUNID 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE MA , LEACHING REMOVED 5' BENEATH AND AROUND THE PROPOSED ASSESSORS MAP 82 PARCEL 1-2 APPROVED DATE BOARD OF HEALTH FOUNDATION- 12 SEPTIC TANK 6 D' BOX 12' FACILITY LEACHING FACILITY. 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. ZONING SUMMARY ZONING DISTRICT: RF DISTRICT / MIN. LOT SIZE 87,120 S.F. MIN. LOT FRONTAGE 150' MIN. FRONT SETBACK 30' V MIN. SIDE SETBACK 15' ' 54 58 O MIN. REAR SETBACK 15' 56 MAX. BUILDING HEIGHT 30' II ,, SITE IS LOCATED WITHIN RESOURCE Q� 1 2 �� 6� PROTECTION OVERLAY DISTRICT SITE IS LOCATED WITHIN GROUNDWATER MYSTIC STIC LAKE PROTECTION OVERLAY DISTRICT 6`9212 (A GREAT POND) 66 Gli j OWNER OF RECORD �� �• 6�' / BENCHIMARK: GRANITE BOUND f HELEN F. MORGAN & BARBARA M. WILLIAMSON ELEVATION � 371 WHEELER ROAD WETLAND FLAG =74.87 NAVD8 MARSTONS MILLS, MA 02648 BY JACK VACCARO SHARED DRIVEWAY x ,� ;: EASEMENT SEE DB -X- l6, `' :., � � 20028 PG 196 REFERENCES t 3.01 ?t c a All 223 DEED BOOK 25620 PAGE -59 w c 30 g2 N 5 7„ W PLAN BOOK 359 PAGE 70 MAP 81.07AACEL 1 2 •� w w c_= - G .. ;G G � W G G , �-„ w--- W W W w c. P O V 0 10 PROPOSED Nl 66 DWELLING / V. /� / REMOVAL IF UNSUITABLE IL REQ ED C h TOF=76.O ` AROUND P IMIETER OF CHING FACT ITY, 208.6, i THi ` / DOWN T ITu4BLE SOI LAYER. REPL CE i tt N / / WITH C AN MED. SA TO MEET v /• / E SPECI ATIONS OF 0 CMR 1 5(3) TH2 0.0 / °0° 94 ��RJ ROPOS 19.01 e 99 E E- ' H3 ARAGE \ E E E E -- -----E 6 OF=7 f E E Eb I TH 4 74 L 761 �Q, ZJ�S 1D0 „ W ��LSNQFMgSs9o ��NOFALgss q Oq�.'39 �� DANIELA. yam '. DANIEL cy� [78] / S 76, o� OJALA CIVIL o A. , d 6 I w 82 TEST HOLE LOGS q No p .46502 OJALA N q o.40980 D co �o F �o ,. N 8� } � or �G,a� q� ' N (ENGINEER: DANIEL E. GONSALVES,!SE #13587 k 8 T / DFSS\0 SURV WITNESS: DONALD DESMARAIS 89 (DATE: 12/22/14 // / (PERC. RATE = < 2 MIN/INCH 2-( � 88 (CLASS I SOILS P# 3598 DATE DANIEL A. OJALA, P.E., P.L.S. ELEV. � ELEV. � ELEV. � 1 ELEV. O„ `�% 73' O„ 4 74' O„ 4 76' 0" i " 77' A A A A LS LS LS LS SITE PLAN 18" 1OYR 3/2 16" 1OYR 3/2 12" 1OYR 3/2 10» 1O�R 3/2 OF i B B B B #371 WHEELER ROAD LS LS Ls Ls MARSTONS MILLS, MA 40„ 10YR 4/4 69.7' 36" 10YR 4/4 71' 36„ 1OYR 5/6 73' 30" 101 5/6 74.5' PREPARED FOR C1 C1 � C1 LOUIS & MAUREEN JANKAUSKAS SiL SiL SiL SCALE: 1"=20' DATE: 2-9-2015 2.5Y 5/3 68� 2.5Y 5/3 70� 2.�Y 5/3 73.1 ' off 508-362-4541 60 48 M/CS 47 I fax 508-362-9880 1OYR 6/4 downcope.com PERC PERC C2 C2 ! C2 down cope engineering, %I1c. M/CS M/CS h/CS civil engineers land surveyors 10YR 6/4 10YR 6/4 10YR 6/4 939 Main Street ( Rte 6A) 144" 61 ' 132" 63' 120" 66' 120„ 67 „ , Scale: 1 = 20 YARMOUTHPORT MA 02675 NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED 0 10 20 30 40 50 FEET LCE # ' 4-355 12-355 JANKAUSKAS.DWG I j III