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HomeMy WebLinkAbout0828 SEA VIEW AVENUE - Health �sz�er✓� L Z e, / WI No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION 'TOWN OF BARNSTABLE, MASSACHUSETTS Yes application for Bisposal *pstem Construction Permit Application for a Permit to Construct(X Repair( ) Upgrade(') Abandon( ) omplete System ❑Individual Components Location Address or Lot No. g(,`c� `x.�c ViZw Owner's Name Address,and Tel.No. p�E�i)ct.�F t3Z6 5v 9�r LCC Assessor's Map/Parcel po Installer's Name,Address,and Tel.No. �j(co rZ Designer's Name,Address,and Tel.No. S�1\�w��i.StiCar.�� (ov's"A�V l �D �.J,bars (6 7I (N `F 08-°i -31 Type of Build kg: �5 CC.P.v�ll�� Mom• u2laS� Dwelling No.of Bedrooms Lot Size SZ.i 78-0 sq.ft. Garbage Grinder(N4 Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 880 ZZ J gpd Design flow provided �133 + 3 gpd Plan Date My-1 I1,7 c l Number of sheets Revision Date Title ' wP!L6 w-­ Size of Septic Tank \Sud(( Av,)Type of S.A.S. oo (per` Description of Soil Z- ` 40 i" 1Z-lam x V% i Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the e_described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental nd not to place the system in operation until a Certificate of Compliance has been issued by this Boar Hea Si I Date ~Z3 Application Approved by vt, AR Date A( 2 Application Disapproved by Date for the following reasons Permit No. Z�a I - I a Date Issued t .t `No. Fee -vQ _ 'THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:, PUBLIC HEALTH DIVISION`= T6 ' N.OF•,BARNSTABLE, MASSACHUSETTS .r yes ftp4catioYC for Misgqs,al 6pStem Construction i3ermit b, Application for a Permit to Construct(V)/. Repair( ) Upgrade( ) Abandon( ) 'Complete System.. El Individual Components -a Location Address or Lot No. .`C3 ` ok vcw, Owner's Name,Address;`and Tel.No. � Assessor's Map/Parcel I ,`4 o 0\ -00 Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. ��,�•�• :. •v.. l 1 t�!-�.✓'�•'" �o� �`�1 i,�'• k"�.�,3� �J 5 �7:��u�l�\�►� �'ic��'t{ �"3'3�`l f eofBuildi�ng: t OC.iCI►K� � try°: at.b55Y Dwelling No.of Bedrooms Lot Size 15 ►7d'01 sq.ft.'. Garbage Grinder(M Other Type of Buildings No.of Persons Showers( ) Cafeteria( ) Other Fixtures , " Design Flow(min.required) ��yJ gpd Design flow provided gpd Plan, Date MVti 1Z, 7 01,1 Number of sheets Revision Date Title 4)i1;r-�l°r Twp . AAA W-Yyyti Size of Septic Tank, Z'" (D.PWA041 \SA((y �Yype of S.A.S. 03-St4 �� (V►c c:� iw Description of Soil ' a5W3 §C Z_ C,40 p� 0AC' � S NOD 2TJ �7a` �z 2. `i 4114 MKD `1 W,`) Nature of Repairs or Alterations(Answer when applicable). , j 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`Ad no�the system in operation until a Certificate of Compliance has been issued by this Board Health. . Signed E Date t ` . Application Approved by_ 0..A Ap Date Application Disapproved by V Date f ' for the following reasons Permit No... 20.1 - Date Issued -- -- - - --4---•--- •- --•--- - - -- ...........-- - - ------- -- - -------- --- -- - - -- - -----------.___... -- ' THE COMMONWEALTH OF MASSACHUSETTS t BARNSTABLE,MASSACHUSETTS _ _ • Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(- `) Repaired( ) Upgraded( ) Abandoned( )by at 5 ylc•t.J has been constructed in accordance / with the provisions of Title 5 and the for Disposal System Construction Permit No. ;?02 1 19 dated Installer ` .�-'' Designer ~ r #bedrooms $ Approved design flow gpd .. � The issuance of this permit shall not be construed as a guarantee that the`system� will'function as designed. / Date /�A-/ Inspector'�„__. ' _ .-. . . _. .. _.--------- - -----•- -•----- •--•-•-- -'---- -- ------- - No. d Fee ��L1 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS 30isposal *pstem Construction permit Permission is hereby granted to Construct(i') Repair( ) Upgrade( ) Abandon( ) System located at 8 Z� �� ywt-> Nkkw ff 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 / �(I d l Approved by ty,, jrFre"... e TOWN OF BARNSTAML/E LOCATION 8'22 --V% SEWAGE# ��i�, — k, VILLAGE PN`l llt ASSESSOR'S MAP&PARCEL 00 f- 00 INSTALLER'S NAME&PHONE 1NE NO. +4 SEPTIC TANK CAPACITY !-�^ '� © --. I Sao LEACHING FACILITY. (type) 6p® C tW r-L.s tCVJsize) )3 X `72t NO.OF BEDROOMS I OWNER C. PERMIT DATE: :--PZi 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 ti �-CA s Town of Barnstable Regulatory Services k. Richard V. Seal!,Interim Director RAPY"ABLE . Public Health Division 1639. a� ► + Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: 11/8/2021 Sewage Permit# 2021-183 Assessor's Map\Parcel 1141001-002 Designer: Sullivan Engineering&Consulting, Inc. Installer: Joyce Landscaping, Inc. Address: Address: 711 Main Street/PO Box 659 68 Flint Street .., Osterville, MA 02655 Marstons Mills, MA 02648 5/21/2021 Joyce Landscaping, Inc. On was issued a permit to install a (date) (installer) 828 Sea View Avenue, Osterviile septic system at based on a design drawn by (address) Sullivan Engineering&Consulting, Inc. dated 5/12/2021 (designer) . X I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution 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 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. Strip out (if required)was inspected and the soils were found satisfactory. I certify that the system referenced above was constru t r nee with the terms e approv letters (if applicable) ;��.I 9c CHARLES T. tiG ROWLAND � 9W o CIVIL No. 52699 (installer's Signature) � SbNAL-r4l (Designer's Signature)' (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS BUILT CARD ARE RECEIVED BY THE B_ARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q: SepticlDesigner Certification Form Rev 8-14-13.doc TOWN OF BARNSTABLE - UNDERGROUND FUEL AND CHEMICAL STORAGE REGISTRATION JIWNER :AND INSTALLER INFORMATION ADDRESS: <F� Y/� U) A VC MAP NO. 1 PARCEL NO.6 OWNER NAME: C s� s!� d'"�I L LAGE: 1 t'"..!`�_V/�^�"� INSTALLATION DATE: I BY: ADDRESS: ff CERT. NO. A/ TANK INFORMATION �' / ) /� LOCATION OF TANK: ��� i�. f f t._.,✓ (1 illl CAPACITY �flt✓�/ TYPE L OIL AGE d7-7FUEL/CHEMICAL d fll fTESTING CERTIFICATION [, T PASS C I FAIL DATE LEAK DETECTION I CHECK IF N/A TYPE/BRAND ZONE OF CONTRIBUTION C ] YES C�! NO DATE TO BE REMOVED FIRE DEPT. PERMIT {ISSUED - C I YES C NO DATE CUNSERVATION C a CHECK IF N/A DATE BOARD OF HEALTH TAG NO. ]"C 7 C ]C ]C ] DATEIf PLEASE PROVIDE A SKETCH SHOWING THE TANK LOCATION ON THE BACK OF THIS CARD I 1 i Ili ! _ GULP BEDROOM uj I GUEST OC DRWM a2 ' I GARAGE BAY b! I GARAGE BAY u2 11 BU 'S I,F _•.. OIKLS KAVA ['1()RA(:L i1 P ro.O.Y wrBATI II 1 11 LIVING R(X). _.- 11 i i_.__., ;--�- _ _ �2�SCA-SECOND FLOOR PLAN -'SCALE: I/4'=1'-0• --0. I ! i I I �-�"-�. .,._ ---I -'.-E" x-r-F-:�-;,y. i.�..:-r—r _' ,.,•-ci v -F, -- i, .rw= :Sl:.'.r ..� ya �L .r;S�r� •••3t'�..+7 '�:' I E;t_ _„_..._ ,r�T'•,..`�- -:.x�,"•' ,:.E?r' ,y-5'� )T�a� 'rcx«i.4azi,:. �t-_,n,u',.c. ',rkY"-4't+ Fe-=u�4.:'3t�'' - •� -4 '. .r�'x" .r t'+.;-s«.�r",'x- �'. rTrf y- r"�a.�...:v. ..... �'F'�-_.� '= > •�-rY.t_.. •^r- z ,._.-.. �:-.� + rt4: r"' +- :� I ! xt-�"-c �uR , � r� >:z�rr ,.-„:r:��i .at�' �•�is- :�;-� r� jj I wt 1 r�... �z'�•.. r)l �r 1 ry,"{-,-y r}�'L L-iY r-). r`,��r.A`�^i"`u :� '? Ik .Yf�I.�+}�.,`�'1 F"s� `` ��T� � :.. -._.,. �r k Z .'�-r Z•.-•..x>r-.'�`�.f�`n-. a.7%:,.'}?.'.1.....,.(k.,A'�5t<s' _ . _ i _ _ ,-F �-=•-L,-"�T�.vL: l, ':�r4::.4-'L�y FF i 't t r =r-�+:` •'�•; *'-+'i.. j �.. ..,.rT �')Ct', `S �'T,.'i I'yr lx. �Zt sL i ,y Ato° I i l x -'EXTERIOR ELEVATION FRONT-,__ E TERIOR ELEVATION REAR.___ _ _ _ _ _ _ _ SCALE: I I ra I 1 ? ! 4.t ,t SQUARE FOOTAGE CALCULATIONS: } � i CROSS SQUARE FOOTAGE.: � I}-�I� - IS 11(X)R. 1314 SF ! .'i1 �•,*:' al Lam`(' "i .y,�1M, 2ND FLOOR: 1.193 SL #. i TOT.11 GROSS 1.507 5F NE'FSOUARE FOOTAGE: T- -- - ISI F1.001t 909 SF ` 2NII FLOOR: 1076 Sr0 4 8 12 i (-..�.EXTERIOR ELEVATION-SIDCS I ! ''SCALE I/4'=1'-0 - _.-_....Y. -..—....+ 701AL WT.. 1.985 Sf Scale: 114"=I'-0" I PATRI�K AII6ARN THE CARDITO RESIDENCE FIRS'F FLOOR PLAN � 828 SEA VIEW AVENl1E--O$TERVILLE.MA GATE&60A'F HOUSE I t t ' I I _ . _ --- ,_.� -- :- ��� 'ram •1'�r,'1, _ _ i P4POOL CABANA . 4/.1 'Ov 1 .V u Y1=. "'."a:."'C •}"�F T.. .; ��'�� t.. -I - -��'x 74. -4r,.r,•..s.i7.. "��,`, rl - '` '�i-r:i": Y - MI/ORM1 �I yr s~ 1 1 - -FOUNDATION-rLA1J., _ _.. 2 _FIRST FLOOR PLAN_, ROOF PLAN_ I - I SCALE:I/4 _I_!).. -__ SCALE. I/4•=1'-0' -.._ - — SCALE. 1/4•=1'-0" ' I I f�. _�.� -� .*�.W.Y' '��#"� r;R�?y...:,, .r.'",.I. mh ��R Y��V r,.�'}�� � 'j �y���� ,.yt, •F �w Y� �� �a -.�) '�fh•� �{ �e� nxd - ,; � rS .�.r '.��k .,-�. Tf`-tip.-'. ft ti fi�ti � rV"1�t*•"? � ,., s�. { s ^.n. � �.r .'-"� �,1��� �' v,� a,..� v ���� `�s��`L era �, {.� jR, �;,� • R , s T -F .. +�. a ,., �I��X-y-� �'�,''''f 'L T� `��L i�• -- '_�_T �� � —� ,,} G�T1 x-�. .-..�,���r��� - i I � �M;;��T•-+r'� r��=r Ly L'.�t f �,�i,�+ '®®� ® �1 '+'S !,� It���I�i.F-I ,���Ta'Lr�l'i���"Cil't.�j"i e �� - '. I" -� -r 3 ,rrr r �_ ., ia'sl .•, ,: �C__1 C� � II � a t� ;i�il�i -t t,., S I!if�'1 I �� - Al ,..... r � _.- .mot-_.-x�.�.. _- �_:,�.���g P -- �alcw '��-��,-'•.•;,_-.." SIUE EXTERIOR ELEVATION,_ FRONT EX FERIOR ELEVATION - _. _-- _ -- 6 SIUE EXTERIOR_ELEVATION.-- -- I ;SCALE: V4'=1'-0' - __ - SCALE:-1/4 =1'-0' 'SCALE. 1/4 =1' I I i ..{�. ! " 4� rtx` -t*7:} ,,�-t s 'rR � t^ t_� ty*t.>•..-•:tt' -..�`�-�--fay�f�•�t�`z;� ct� ,, rid. •"�," Z [ I I I - i7- REAR EXIERIO— _R ELEVATION - SCALC I/4 =1'-0 SQUARE FOOTAGE CALCULATIONS i GROSS SQUARE FOOTAGE: iPOOL CABANA: 5')O SF I NET SQUAREFOOTAGF.: 0, - 48 _ 1,2 I POOL CARANA: 464 SF Scale: 1/4"=V-0-- I ' I I THE CARDITO RESIDENCE PLANS&ELEVATIONS / j i I PATRICK AEIEARN c --- 828 SEA VIEW AVENUE-OSTERVILLE,MA POOL I IOUSE I AV .xenxre r r4-7 . SLAB ON GRADF. (, SLAB ON GRADE 1 I �. j r7, .. .. I UNFINISHED ,. J F.CHANICALLIN l .. i SLAB ON GRADE LOWER !j i STAIR FTALL STORAGE i BATH If FD I g Cosrco j PLAY ROOM I Lqq II i - MECHANICAL i i --S"T-ORAGE- I SLAB ON GRADE I i N XAA 0 4 8 12 jScale: 1/4"=1'-0' l I PATRICK AH:EA:RN THE CARDITO RESIDENCE EASEMENT PLAN I --- IRCK—cr 828 SEA VIEW AVENUE-OSTERVILLE,MA MAIN HOUSE I AO I i ! 3 CA aGARAG 1 iHFN 1 LAIINDRV4 1 -�- • (w nn PANTRY KIf RFArN MY R : Lw a 4 7 IJ �91 V• 1 - {1y SIDE ENTRYFIInI.L DINI;Roots 41. 171 if �� HALLb! ! •, PWDR RM tH r . $ SCREENED PORCH l I' ! 0 '�r-�9 III F 7 I STAIR.IALL s t In 'FAMII Y RWM $ ( ,�•.I 1 � rl ►I� roo nm a. 1, •S j � ' E LIMING RoomENTRY FOYER ENTRY 13 � PR a3 j ; ,.�•. 1 / \ t I t 1- I=-,III I - r� f,r� /t� - w�Lc:-` + �t,�.�_ �-•'� SQUARE FOOTAGE CALCULATIONS: / `.� I'—= �• J f':j - t. MAIN MOUSE-GROSSSOUARE FOOTAGE: C ice/ a _ni� i ��.. j� \�� [.• VCS71a III IS"I'FLOOR: 4.487 SF j �..-.._..J .._.. BEDROOM fly 2ND FLOOR: 3.89i SF I j I •• 'CLUB RWM' � 7"UTAL GROSS N.'1N7.5F I I� RA fH�5! /\ MAIN I LOUSE-NET SQUARE fOOFAGF.: J HASEMENI IFINISIILD) 1.775 SF 2N FLOOR: 4.3I0 SF 1 I� N •^� ,... �m.. I I` ZNI1 FLOOR -1.150)f' i y�CLUB BrAR �L? - TOTAL NCT,,,,q : 7660 S'F POIt(:II F DECKS SF: IfIAH SF GARAGE WING-SQUARE F(XSFAGE: = ,r•. I GARAGE: 888 Sr-GROSS ! 828 SP-NET 0 4 8 12 I/PI'F.R FLR: $60 SF-GROSS 77H St-NE I Scale: 1/4"=V-0"—_ ! i i I FIRST FLOOR PLAN PATRI(3R AHEAR2V THE CARDITO RESIDENCE I.xexi Al _.---.. Tecr � 828SEAVIEW AVENUE-OSTERVILLE.MA MAIN I LOUSE — _ �._Tr•' iBA rH 96 LDRC10M ki ',' ! /,. # !!,I+ l �• # 1.4. I 0 1' 2��t. ,.u,.. I ��� �l RA rH H4 ` 3 t<i •i ! ! x ~� MR IM L•S Of ICF ' I \ 4 '\ �I•i( \ F� pp��� •o.w �{' f I I .... MrOln%R'OOM. _ \ �4.L'd (}'`:. wiDC�.nrsrn E[ - 1 { � i--� �� f VESTIRfILi:� � ' ICt�:!e ti I� swv� :��_ �s..,..0�..1.._ G•.. fy - T -:i j 'BLDRCKIM R] HAIL I f 6 r UPPER ! a I s T n STAIR-ALL l— DECKd2t. .� j WIC 1 I .,� i- -t I DECK ACCESS I � � LnIINDRY' .ssa: � urr[R t DECK#1 BUNK ROOM GALLERY - i VESTIRUIE f 1III11. 7 I I I JBnnla2�- _ ( r � I 1 —-- BEDROOM VESTIBULE — ✓t{ - ! F /4 r I BEDROOM al f— I A `\ li BArII I11S dtl 1 �O W� IIERS k1ALl ,�t,� f t frv.K p3�r k l y_ r _I I C. /.. ! f. HALL' ,.. WIC III$ - r i � BATH HERS I ,! `�>•..r,l� �'C'� _ 11 �111 ! � I ,3� � �__}'i�_�. !i I} j,, j Yip 4 i t 1 0 4 8 12 Scale: I/4"=1'-0" I SECOND FLOOR PLAN ! PATRI�K :EAN THE CARDITO RESIDENCE A2 828 SEA VIEW AVENUE-OSTERVILLE,MA : MAIN HOUSE It i DESIGN DATA F.F. El. 2 .00 Single Family See Note 6 (typ.) 7 Bedroom(Dwelling) F.G. EL. 23.00* - *Final Foundation GradingTo Be F.G. EL. 23.0 1 1 Bedroom(Cabana) Coordinated With Landscape Plan ✓ •,< @ 110 GPD No Garbage Grinder Flow Equilizersv; A„ Total Daily Flow=880 GPD EL. 21.25 As Required Installer To 2000 Gallon (Dwelling) a Con firm Prior EL. 20.75 ( 9) SEPTIC TANKS 1500 Gallon (Cabana) EL. 20.50 T� EL. 20.00 , To Any Work 7 H-20 Dwelling-770 GPD @ 200•-=1,540 Gal Septic Tank Use a 2000 Gallon H-20 Tank H-20 Required D-Box EL. 19.50 `k+ Cabana-110 GPD @ 200%=220 Gal (See Note 5) H ch i t 19.00 Leaching Use a 1500 Gallon H-20 Tank To Be insta�edase Chamber HIlVG AREA eta eb eb ompa _ Bot EL. 17.00 ■ LEA CMVG w � 4 � .... .. ......... . .... ......... ... .. . . Bedding,"T"s, 880GPD/0.74(LIAR) 1,189 SFRequired Inspection°Port, if Erc:aur5a:er ed: Sidewall=2 12.83'+72)2'=339SF & Baffels AII::.t�iUitad{e: SoiL : 1?tri rrifi:: .'::o.f : : v a ( .... . . as Per Title 5 The .Outer::Perimeter:o:f: :Zhe:;S fern Bottom Area=(12.83'x 72)=923 SF °p ys: Total Provided=1,262 SF(933 GPD) . N � EL. 8.6 a No Groundwater Per Test Hole l DEVELOPED PROFILE OF MAIN SYSTEM EL. 5 LOCATION MAP: - Groundwater NOT TO SCALE Per T.O.B. Standard scale: 1" = 2000'f ASSESSORS REF.: Map 114, Parcel 001-002 DESIGN DATA F.F. El. 23.50 ZONE: Accessory See Note 6 (typ.) 2 Bedroom @ 110 GPD F.G. EL. 23.00* - *Final Foundation GradingTo Be F.G. EL 3. RF-1 No Garbage Grinder oor inated With Landscape Plan Area (min.) 87,120 SF (RPOD) Total Daily Flow=220GPD Frontage (min) 20' Use a 1500 Gal Septic Tank Flow Equilizers Width (min) 125' EL. 21.25 As Required Setbacks: LEACHINGAREA Installer To EL 1.00 1500 Gallon Front 30' 220 GPD/0.74(LTAR)=297 SF Required Con firm Prior Septic Tank EL. 20.75 P To Any Work Top EL. 21.00 Side 15' Sidewall=2(12.83'+2572'=151.3 SF H-20 Required H-20 Rear 15' Bottom Area=(12.83'x259=320.7SF (See Note 5) D-Box EL. 20.33 Total Provided=472.0 SF(349.3 GPD) 20.00 H-20 �s Leaching OVERLAY DISTRICT. To Be Installed On Chamber _ LEACHING CHAMBER DESIGN t�l��ompac a ase eat. . s. o AP Aquifer Protection District AllPipestobeSchedule40. Use Bedding, Resource Protection Overlay District 9 .::::: 2-500 Gal.Leaching Chambers in a Inspection Port, tf:, rrcounterect:.Reriaueeplace .. ... . 12.83'x25'DoubleWashed & Baffels All Unsurtab{e SoiLs:.:Wrtlirn 5' of v Stone Field as Shown: as Per Title 5 3he: Outer.:.Perirrieter::o:f:;:TFis:;SY...&ii. .... EL. 8.6 No Groundwater FLOOD ZONE. Per Test Hole 1 DEVELOPED PROFILE OF GATE SYSTEM EL. 5 Zone X (Min Flood Hazard) Groundwater Community Panel No. NOT TO SCALE Per T o.B. Standard #250001 C0757 J July 16, 2014 Finish Grade \ � 11 �f ve 3' Max. k n� Vie 9" Min Compacted Fill Filter V", Fabric / Qo�eJ And/Or 2" 1/8" _ 1/2" z3 s Pea Stone 23 5 3' H-20 3/4 - 1 1/2" O { LEACHING Double Washed \ CHAMBER Stone F ford Jrt ` n �= 4' - 10' -I far C' & SPB Try l 24 0 \ I� P gc A trust \24 C13 ddh~ ✓ -)3 12' - 10" S�50 pGB Rev 1\ \ a 4 " Z CROSS SECTION OF CHAMBER 2�•- __ -_ -,.. ! _...- ,.. -- ,� r - � o�' NOT TO SCALE i 4x8 f rn Benchmark: To of Ca dh Ind bock ," " is 00 \ �� f � PERC TEST 11,143 El,p 23.89'NGVD'29 eY d Set E 0-AV PR�OO1. \ PERFORMED BY:JOIINODEA,PE- SULLIVAN ENGINEERING Sides.°� pRO�A� �.�p.) "CABANA S011 EVALUATOR IvO.2911 CB/dh VNE WITNESSED BY:DON DESMARIS,R.S.-TOWN OF BARNSTABLE fnd ' \ OCTOBER 24,2005 \ A - \4 TEST HOLE - 1 EL.22.8 or cs .................... W Rpp NK $ 5 �0 to t c�� ::VE1 ��ARg G ::;. : :. o LOt 252 sEO �, "::::::;:::>:;;: :; : 21.0 12 PROpO�, a \ Sr 22 ...... 52,780f SF PppL \` g` � �? OLIVE YELLOW ° HIED.SAND \ \ �` 50" 18.6 0 \ ) ;" ~ 25 GALLONS IN<15 hIIlV \ \ 70" PERC RATE<21bIIN/IN(LTAR=0.74) 17.0 \ 2 L ° i y 3 6 LIGHT YELLOWISH BROWN ! � "-^..,� br � '� 't � g a 126" MED.SAND 12.3 Q OF Existing r � � gyp' P pFBO'A i; ys'ler ; -1 ,t2,8 N M• - 4 w. ._ _ .. 1 TEST HOLE-2 EL.22.8 t ` :; ................:....,.... ::.:......:. .......................:........ ?: :: ..........SANDYLOAM 21.8 / r OPOe r�ar6 Fng I?AR Y�QFWh • .AR.J .:. .. / PR "f t 1 is ;:>;::;•::..::": X' 1 �.xisti7?(`j 'pO � \ 28"::::;;;;:: .: \ G ° OLIVE YELLOW 0 � 4 MED.SAND G E } 43" 19.2 25 NS IN 12 MIN, PERC RATE�OMIlV/!TT(LTAR=0.74) 17.2 I 22x5 / E ( p -' 67" . _ w LIGHT YELLOWISH BROWN 0 _w - / € Lawn ^• 2 170- MED.SAND 8.6 pQOP NG ` £ Wit:UNDW7f1ER"E1VL't U.N1EKEI� ." �-' SITE PASSED Lawn i z 117 iir t O� G f �(� pARKiN i ( 0 , 23 _ s co�R SEPTIC NOTES 1.Location of Utilities Shown on Thus Plan Are Approx.At Least 72 Hours 16. ~ti y Prior to Any Excavation For This Project the Contractor Shall Make the Required Notification to Dig Safe(1-888-344-7233)and contact 'y Sullivan Engineering&Consulting Inc.(548-428-3344). ig�0 G L \ f d give 2.The Contractor is Required to Secure Appropriate Permits From Town lo 6 y , A \ P ove Agencies For Construction Defined by This Plan. Q.\ ��$� 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall ry Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to 23X2 �} 1 31.5' } Assure Watertightness. In General,Water Lines Shall be Constructed in 03 n p "" ', r?; t: Coordination With COMM Water,and Shall be in Accordance \ `� € Pft Coo € J , Y'`� With 248 CAM 1.00-7.00&310 CAM 15.00. rn 0(OR j ;+ \ 4.A Minimum of 9"of Cover is Required for All Components. o \� __ £ 4 S.All Structures Buried Three Feet or More or Subject o \ r T to Vehicular Traffic to be H-20 Loading.It is the Engineer's • €,\ � ( n Z Recommendation that H-20 Always be Used. 6.Install Watertight Risers and Covers to Within 6"of Finished Grade 31 `\ / o Over Septic Tank Inlet and Outlet;D-Box,and One Leaching Chamber. �t _ OX All covers are to be maximum 18"for concrete or 24"Cast Iron % i n Qa x " : e' 3 \ ) \ o 7.Septic System to be Installed in Accordance With 310 CAR 15.00& p _ p r f s n 248 CAM 1.00-7.00 Latest Revision and the Town ofBarnstable N _ Board ofHealth Regulations. ?� 8.All Piping to be Sch.40 PVC. t ,! 9.D-Box Shall Have a Minimum Inside Dimension o>12", d a um 22x3 € a tik OR •,,��( Sump of 6". ✓ 10. The Separation Distance Between the Septic is and \ cs m Outlets Shall be No Less than the Li pth.Net Tees Shall Extend oei / N to �'\ � � � `� � � � v= f a Minimum of 10"Below ow Line.Outlet Tees an 1500 Gallon SO - s• 0�$ \ $K /,- \ Tanks Shall Ext elow the Flow Line and on 2000 Gallon Tanks Shall E 9"Below the Flow Line,and Shall be Equipped With .,"0'\Frontyard Setb k 1 -% } i I 3 LOT CALCULATIONS: 23x1 ' _ _ ~- �_ Z. µ� �� ,� � , � 2 a� Total Lot Area - 52,780f SF � 25g2 , \ LEGS Boat House - 1340f SF .."2 _ ,3 _ Pool Cabana - 267f SF = i.. � Rail Fens.-0 •,. ;. / Guy Wire Main House 6,868f SF 5:., ry _ ._ . ors ,..� . « w e $ p st "" ° O Guy Pole 2 X3.1 5". _ Utility Pole Pool/Jacuzzi - SOOf SF \ Sul t �.2��W"".�� ✓ J \ 580 4 O Water Gate 2-r Total 9,275f SF ( 17.5q ) \ t \ ✓ r °hw Hydrant cB/dn ` 1 U b�i c w0 y� fnd �. _ - - �P nw anw- Over Head Wires ,• o # Edge of Pave ._ •12,44»W �y, f Pove gg0 Edge ° °nw Deciduous Tree view (40' Wide) _ Coniferous Tree sea ::::�0hw- ohw' ohw \ ahw Holly Tree °nw ohw _NW TITLE: PREPARED BY. PREPARED FOR: NOTES: Site Plan CapeSurv1.) The property line information shown was _ Proposed ImproVements Engineering& 23 W. Bay Road Unit G compiled from available record information. ConsultiII Inc. Osterville MA 02655 Q , /^AtsuillVang� 828 SVA LLC 2.) The topographic information was obtained 828 ,A, (508)428-3344•P.O.Box6�•711Main Street,Oatwille,MA 02655 (508)420-3994 (508)420-3995 fax Sea VI eYr A Ve n U e s344*P' .'wx6"*"' ,unnyn.ngin.�n► coPes€,r apecod.net from an on the ground survey performed on or'between 20/JUL/05 8c 22/JUL/05. €may O Barnstable (Osterville) Mass■ 3.) The datum used is NGVD '29, a fixed mean � Draft: JOD/ASL Field: WHK/JPM 20 0 10 20 40 80 sea level datum. 'y DATE: 2021 SCALE: 1 » - 20 Review: JOD/CTR Comp./Review: RRL/JOD May 12, Project: Cardito Project# 4100017