Loading...
HomeMy WebLinkAbout0032 JENNIFER LANE - Health 32 Jennifer Lane; . ,A 2:7.0 21 1 f� l v k TUWN OF BARNSTABLE >r�v�s�10 �r ". LOCATION .3� Y �'� L SEWAGE # VILLAG ASSESSOR'S MAP& LOT 2 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACI':'Y LEACHING FACILITY: (type) (size) NO.OF BEDROOMS— BE OJ 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 ;l R.S f1 3 r Q !� S 1 \Aj W No.1 �ev = .`ra Gci� FEE COMMONWEALTH Of MASSACHUMTS Board of Health, 1„\�� , 7•li,fy, MA. APPLICATION FOP DISPOSAL SYSTEM[ CONSTRUCTION PERMIT Application for a Permit to Construct( Repair Upgrade( ) Abando J6&Complete System ❑Individual Components I LIT Location Z �. `. ner's Name Map/Parcel# p Z� Address Lot# Telephone# Installer's Name Designer's NaYSTEPHEN J.DOYLE AND ASSOCIATES Address Address EAST FALMOUTH,MASSACHUSETTS 0206 Telephone# Telephone# Type of Building Lot Size '37 Zi sq.ft. (th5er o.of Bedrooms . t7 %i as�r,Fb( Garbage grinder ( ) -Type of Building No.of persons Showers ( ),Cafeteria ( ) Other Fixtures 1 Design Flow(min.required) gpd Calculated design flow 9 30 Design flow provided 1!�k —gpd Plan: Date 0r--" Number of sheets Revision Date 1 Title ��e-'�t Qi>ii:� y�-� 1a J :)�2 �7� J e����4�Lj-f rao Lie yS Description of Soil(s) ��'--•i' �►L h_� Soil Evaluator Form No. Name of Soil Evaluator . L. LAUL4 L.Date of Evaluation if Z D� T- DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agree t no place the system in o eration until a Certificate of Compliance has been issued by the Board of Health. Signed Date - -D i q y � jr3w- ''j'' r`5s+'•,;,!'F,�`:' fl�-�1``� .�y,.,. '�`��"�,_�.,h-�....�:+a:!1'.�t';:i,.,:�"`,�•_.r'�-{,. ::-� d No. " o# FEE 160Y <a.-:.-'.> f. �f ._._ _ { t�\ ; f is � `- •'!.. \ ,COMMONWEALTH ®t MASSACH ti Board of Health, 1 LA M, . --APPLICATION FOP, ➢ ISPOSA L SY' STE l CONSTRUCTION PERMIT Application for a Permit to Construct Re air Upgrade( Abando i Com lete System 0 Individual Com onents\ ` PP P ( ) Pg .. ( ) . � �. P Ys P LocationOwner's Name Map/Parcel# -Z G -L' Address Lot# I - Telephone# Installer's Name Designer's Name t r_ Address `" Address Telephone# Telephone# Type of Building .. Lot Size Z'Z sq.ft. well g�No.of Bedrooms_�.L t� �'7t�l27 6+e�y C�T(b( Garbage grinder ( ) ther-Type of Building No.of persons Showers ( );'Cafeteria O , Other Fixtures y - "'� Design Flow (min.'required) gpd Calculated design flow 1 30 Design flow provided gpd } a Plan: Date 0X--" Number of sheets Revision Date Title Description of Soil(s) Soil Evaluator Form No. Name of Soil Evaluator . L. LL4 Date of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS ' f3 Th undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agre t,no-to place/th'e system in operation until a Certificate of Compliance has been issued by the Board of Health. Signed C_ Date Vr�.....��. No. r�� %FEE COMMONWEALTH OF MASSACH SETTS I Ll,�O Board of Health, MA. {� CERTIFICATE OF COMPLIANCE Description of Work: O Individual Component(s) O Complete System The and ign her e Sewage Disposal System; Constructed ( ),Repaired( ),Upgraded ( ),Abandoned ( ) by: 0 O eb c rtify that At, f r- ( R=!, at has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No. dated Approved Design Flow (gp/Jd) Installer, Designer: Inspecto Date: The issuance of this permit shall not be construed as a guarantee that the em will function as designed. Nod FEE COMMONWEALT OF CHUSETTS Board of Health, , A, DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby gra1 ted to; Construct ) Repair �( ) Upgrade( ) Abandon( ) an individual sewage disposal system / at 1 7 " / / as described in the application for Disposal System Construction Permit No. dated 6. Provided: Construction shall be completed hin r/ene years of the date of is�MAX el local conditions must be met. Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Dat �1// Board of Health _f Bk 1898t3 Ps343 `68392 08-30-2004 & DEED RESTRICTION WHEREAS, LLI-S U.V ' M1cYAr;Lso4 , ._of B0� owners name) J�'© U 1 MA (address) is the owner of 3 a - JF. N N 1 fiF-.R LAvE located (add s) • at �A�R1 `S TA F�F_ CHYA?- � ^1 I. , MA (hereinafter referred to as. LOT1 and being shown on a plan entitled "Subdivision of Land in H-y k�N N ys� L E MA, Property of M Q SF.S A . `7 RAGE et al, O_ $. 30). ! 1 43 duly recorded in Barnstable County Registry Of Deeds in Plan Book (D9 , Page ; Or on Land Court Plan Number WHEREAS, W 1 L M l Ct4A s the owner of said lot has (owners name) agreed with the Town of Barnstable Board of Health to.a restriction as to the number of bedrooms which can be included in any home built on said lot as a pre-conditionto obtaining a disposal works construction permit in compliance with 310 CMR 15.000 State Environmental Code, Title V, Minimum Requirements-for the Subsurface Disposal of Sanitary Sewage; WHEREAS, the Town of Barnstable Board of Health, as a pre-condition to granting a disposal works construction permit for a septic system in compiance with 31 Q CMR 15.200, State Environmental Code, Title V, Minimum Requirements for the Subsurfaca,Ropbsal.of Sanitary Sewage, and authorizing the issuance of a building perKitifor•.the.construction of a single family home on c r- this property, is requiring'that'the,a�tW*lent for the restriction on the number of bedrooms in any house constiu'�Ied �rghq'lot be put on record with the Barnstable County Registry of Dgeh�y recording this document, ' / f deeds • ',,::- J3JC 1U9Uj Pg J44 ifb1iJ9Z NOW, THEREFORE, i i.s # .H d—does hereby place the (owner's name) following restriction on his above-referenced land in accordance with his agreement with the Town of Barnstable Board of Health, which restriction shall run with the land and be binding up on all successors in title: may haveconstructed (address) Zon the lotRietiAELSoAD house containing no more than 'S (�) bedrooms. LLIS �}. agrees that this shall be permanent deed (owners name) ,t restriction affecting Lo located on -B AN L MA, and being shown on the plan recorded in Plan Book(_ , Pa ed Or on Land Court Plan For title of 32�e�vN i f see the following deed: Book I�gOg, Page SO . Or Land Court Certificate of Title Number ` E cute s a sealed ' trurrie d y of U 6ur Owner's signature OWner's signature I Owner's signature COMMONWEALTH OF MASSACHUSETTS rJc�rC �� l0 1 , ss PhA"N t e.5 , zo a ti Then personally appeared the above-named (,ti,\ v 'z> t-�. m C.ti L-Q 1 known to me to be the person who executed the foregoing instrument and acknowledged the same to bed: _ free act and deed, before me, �G�yn-elu AA M Notary Public �'a .••;aii��� 7 Donna May A e :11Ry cd»nTipil n expires: NOTARY PURL C rh deedr P U ,•` BARNSTABLE REGISTRY OF DEEDS l Town of Barnstable . Regulatory Services Thomas F.Geller,Director MASS• ,�nr>briats► • �� Public Health Division Thomas McKe an,Director 200 Main Street,Hyannis,MA 02601 Office. 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: d Z o Designer: SIERUFN i n013 r ...,, .��,,;,,. Installer: TES;: . . 42 CANTERBURY,LANE �. Address: EJ1giFALAAOUTH,.MASSACHUSETTS0263g;,Address: �� /;�X 3 3 6oa�saa-2sag;,: . � on 50 was issued a permit to install a (date) (installer) i 11 .1 septic system at ✓� �i�T✓��(? , L�based on A design drawn by (address) ti ss� L, dated- ( esign ) eii ce that the septic system referenced above was installed substantially according to design, which may include minor approved changes-such as lateral relocation of the stribution box and/or septic tank. I certify that the septic system.referenced above was installed with major changes (Le. greater than 10' lateral relocation of the SAS or any vertical-relocation of any component of.the septic system)but in accordance with S cal Regulations..Plan revision or certified as-built by designer to follow. O Pugs �® • EAIRNENX ` ' v °� G�`'ER U, STEPHEN N (Installers Sl ) FQt��' ® " DOJ. YLE S, TRpI#r 4 =375a9 0 m ` esi a ignature) ;`:(Affix"Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE:PUBLIC=. AL' :=DVISION. .CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED�:B.OT --. FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE -JMA- `gEALTR DIVISION. THANK YOU. Q:HewwsepttdDesigner Cadficabon Form Town of Barnstable P# 1 D p5 g oFo+e r , Department of Regulatory Services - B�,,,s,,,B, = Public Health Division Date (o 3 b 3 v� AM `0$ 200 Main Street,Hyannis MA 026011639. . 'DrFp►+ay. f I Fee Pd. Date Scheduled �i`l 0 3 Time.. ( )/`I Y� s° Soil Suitability Assessment for Sewage Disposal Witnessed i ,Performed By: Jo�f►�n �►�c— "•��"•, WI By �'•"��� t Owner's Name Q_ Location Address Address Engineer's Name Jph n Assessor's Map/Pariceel : [U— ..l 2 Telephone# �c;o—540 NEW CONSTRUCTION ✓ REPAIR N P_ Land Use C i���- Slopes("I3 .o • Surface Stones = S�F 21J Distances from: Open Water Body 'w ,_._ft Possible Wet Area ft Drinking Water Well ft ft Property Line !� ft Other ft Drainage Way !v +� P rtY o �� Gtl�-c.�6-►� �r Q m.S I CI►.tin I S�YLv>=,�L SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity'to holes) 1 3; W INE>SLlI 15D . a } I 44. '----------- ,l____�_ � J aAl)V- 1 l e�- ossl -f*t- S. Parent material(geologic) 1 Depth to Bedrock/JrA Depth to Groundwater: Standing Water in Hole: IJ a Weeping from Pit Face JJ/A Estimated Seasonal High Groundwater pis � �ti.' 4�'• ia�p�`I~t .rF "luF � xi^ � .ur�} E:.',�b:W. "IuF.L'`di4x'Y - :rxxT.ruaiwa.mar Method Used: Lip Ll M in. Depth Observed standing in obs.hole: A in. Depth to soil mottles: Depth to weeping from side of obs.hole: N A in. Groundwater Adjustment ft Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level 4' a � f i rr anyy y f 1F-W w1� � a`..� t(D', Observation Time at 9" Hole# Depth of Pere Time at 6" I L;z_S Start Pre-soak Time® 1 '� Time(9"-6") End Pre-soak rn FL Rate MinAnch 2�►pL Y- Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(YIN) Original: Public Health Division Observation Hole Data To Be Completed on Back-----=- Q:HEALTH/WP/PERCFORM �'� .ar . r'!�ivmg "n ! .,y +` r.s;• :rite:j �'4!�Wn�,' ,q{�j:,,t�i'�' ' ��x 'a, y .i ,! !y+.?ttP ��ql�s:o- '--- ,'�.�51� �t�'�N ' . L � � .' e �'^- ' 3",�—r ,��""'c •�:+N i:fle6>� aul � ^:.:�'��:t" .: F�G..�'t .h`P`kitr�i� ; )` Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.), (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent %Gravel O 0 ,t 0 c�oY►q� 5 only . f 5b-93 ' a C3 ►�ryv S,of+�,v Ti""— l02- ISb (AON, S 2 17 { . dakk,'-Syy a i L� f �,Y .:1 •, ;,x: ''" ei � � a, .e��tri%Jtli ��. "j. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. ' Consistent %Gravel D— 10 m ti E � ..f rA�. lewvr tl - 30 ! o-t'Zo C2 u t S ,� r{ i,�;: .,r .y.r+�v. f.. :, r:;�!m .. „�:,!y. K L,�'��F- y�_ � .a' 'f'•_..;;:-a '!k!;�;!y;'^',.�a'N.`�;...p��;._,U2,:y:.� r ? a, e yy 4 I!!� a a i Yx•v�j��,aa7 idP !16aj,•n.i ��tlJ Depth from Soil Horizon Soil Texture Soil Color -Soil Other { Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. k ; Consistent %Gravel r /Y k- '. r J We•aP.� e w to !`C t' Y i �1'* L� f. 5;9� i s"tlksl " ! !S Yu tw IRI!ir� t u µuy ,w E3 i tlri i�,�aa ! �Z,q.,, i dr ! ' .k r ryaHy'�,y'� a{'4�1 y Ali dNH!_ � iz4?3kI eYa.�:YdYfYkYn ', n t c, e tk� ,fj'. 'd"n aaP�ut2t.e ''i NGi!K l sgii!•� I ._ ! a'�4(ur;' _ ..uvL PiS:n:.t..n.�t e.��'rr _ }�..` '—•.._. W.,v Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA). (Munsell) Mottling Structure,Stones,Boulders: Consistent %Gravel r .. 4 Flood Insurance Rate Map: -V Above 500 year flood boundary No_1 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 t. area proposed for tbJ soil absorption system? YE5 If not,what is the depth of naturally occurring pervious material? s` Certification, I certify that on Aevi q5 (date)I have passed the soil evaluator examination approved by the Department of EnvIronmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017•, {Signature J Date 0(0-2.5-03 •HEALT RCFORM BOLL VFr � r ARc f; TE SMOKE DETECTORS On o ASPHALT . (ZooF .S N N GLE S BARN! �'f 11®BN11 -Ell NICKS VENT o «. B' lr )AMA F2iExrw ALL PRE-pR► r-tE�. IE SN; NGLps • .., WiTM T YVp.x ?.rLoL) r � vf� � NIFLANE' W L � • Mc ��� Ls��FRom a TR 0Z7 -/V/ I 4 00 Z v fn X 0 • 70 o C> .c I z Xx 01 I I on r rq I � I I I �- IT v i 1 Tn 1 n = x Vain �l b . j r -30 N-D Fk fJAP,RoLiLia � � 3 53 — • LH 2 $ W � � Dowg ao �l $3 RAN6t. �2y �f g i ,� '� x ToY I 13 -3/ w �yti6 K� �-c 4Etj t N �f rp� Pro Sao s sz �� 1 s►.�s �L�r A 3° ?'RAs $}t ELVES 6 * Ccas� h1 A 14 Y to/ .. . vQ eaY --�, 12"A 'g r , 33 2 y t N 1 N z4 Y� i Neu I 10 2446 aY�f6 �r�okE 3 0" ,, :24 �414�G ► y LooK / l o rn -� o 1 W.N ,� O . v . Tryr N S z � o 'b �^ w Nei . .. .. - � � - •s.a• _ �: m _A ti � m LA 01 4� zol O r� n + r r lip r` r ' r 1 ti o' n . r o j . , rn i In � � a m, •ti, — .ems . . r • x `^.:. r d tom,.. ....'•.?Tn�?.� �.;fy,f�c;i,:i � .-._'�•��, � .. _ .- .. _ -_. ` ,� �, V_ in in N . . Co V Ir Ky �A r-*TER 14, i -��- sut, ►2 ASP14A Ur �Hl "bLF e z/ N E ti,v �6�6t� / 1S FrLr PA PEP, . S A G Ty� �k - - - N0 � � U-w U, N b_ Vt N T KS Vso -r. 6N ToE Nei L l t t( T �orsT. r(C� `l W ALt C!� P PLJXTE U .,� �4►�D TaMtsr • 2 X L C AR01i PTTif WALL Tod To 0AlL " It7 Z" SULA`rio •� 'per Z+� �o _ � c --- • II.zX(;2 �+0 s �01 S7' To �i L gND 3 ! S' t cT�rp • /4... T.cvG. DrCk. tZirv6 NA,I.* CLVEWAN 90. s FoAtt St LL . � . t0 !�� Oar o�VB� 2 R g �4NcHaq 5 QAp�. ; 86.s �o v r�sy c 3KS ao.l i, T� � " '� BETE Lhll ! g 'Po�RFD aNcQETE 90.5 30,00, 1d �� x $E�oc,) 7 / << coQf 't s y FLooit • Sllr.g_.. a KEY a Foo r I em, FokH iQ Vo �D Foos+� to •'l• '. • �l 7:it - . LAB f�t• - ... - _ - YLf • ... .1. C 1 ll �i 7 • � ii ? i� �• I �I -- - o � >----------------- tl E I,0 1p, I'0 AO'::tS6' a S n r 03 N N i - I S."6 I lo Ic ( N I Ia II I It till— N 8o£iYS.T_P, I I � I g d , •Y' '� I_ L `�•� _ 1 a �- . 9 f W r-,-t I P. U�S L ti. i I I I i I I `' i I i � I L a 0 I li a I; Z I i N N / i m I I i \ e i I II - �e 3 i I ! (A n. 'Top Foundation Elev. 49.5' v i I Vi'S IV 7 , S �T Finish Grade R 49 & 118" to 1f2" )lashed Stone 09" Thick 6" 6„ �l�l��llll ll!ll�lllJllllllllll�! �lll� IIIII/l 6"1 IIIIIJIIIIII Finish Grade Ez 49'f RW'Ma R a Ilia AMR - 6" / Foundation Design By Others �- r----8.5'--� El. 46.0' ono oor ' s NV EL INV EL ° ° EL 43.17' El 42 D' INV EL sump e a e a m e e INV EL 10' 14" INV EL 45.47' 45.17' s/4" - 1 112" dashed Stone 46.05' Below noir Line/�- 45.80' 45.67 s`stone 4, 4, Route iid Level 48' 4 HOLE DISTRIB' TION BOX 25 Dunes Pond PROPOSED LEACH TRENCH " 1500 GALLON SEPTIC TANK PRECAST REINFORCED CONCRETE DISTRIBUTION BOX Locus Install on a level base USGS Ground Water Adjustment - 39' � 1500 GALLON REINFORCED CONCRETE SEPTIC TANK Minimum wall thickness 2" Minimum Construction Materials Per 310CMR 15.226(2) Minimum inside dimension = 12" Bottom of Deep Observation Hole El. 36.4' �� Tees shall be constructed of Schedule 40 PVC and shall extend a Outlet inverts shall be equal Rto each other and at q �° FP nay minimum of 6" above the flow line of the septic tank and be on 2" minimum below inlet invert. USGS Adj. High Ground Water EL 32.1' � the centerline of the septic tank located directly under the The distribution lines from the distribution box shall all have �sr clean-out manhole. equal .inverts as determined by flooding the distribution box to -•- 12.83 dry The .inlet pipe elevation shall be no less than 2" nor more than 3" the height of the distribution' line invert after all lines have above the invert elevation of the outlet pipe. been sealed in place. ' tank shall be installed level and true to grade on a level, Invert adjustments shall ,be made by filling with durable and 34 °04 ` a � 4 �4" L,O C' LT,S' MAP Septic t stable base that has ,been mechanically compacted and on which nondeformable material permanently fastened to the line or 5e" 1.-•� 6" of crushed stone has been placed to ensure stability and reconstructing the lines until all inverts are of equal elevation. REFERENCE PLANS.• Number of Trenches I BOOK 69 PAGE 9 to prevent Se t t111Zg. Septic tank shall have a minimum cover of 9 . Number of Chambers - 2 ASSESSORS DATA: Two 20" manholes with readily removable impermeable covers ] PROPOSED LEACH TRENCH - END VIEW N.T.S. 270 - 121 of durable material shall be provided with access ports The outlet tee shall be equipped with gas baffle. �Z Install Two 500 Gallon Units FEMA DATA- ZONE "C" `�, with Four Feet of Stone at Sides and Ends Note. `r0 ZONING DISTRICT` RB Remove all unsuitable material 5' around SAS OVERLAY DISTRICT.' WP down to the "Cl layer (El 44.9) and replace with clean granular sand per 310 CMR 15.255 (3), (4), (5). 5p M BUILDING SETBACKS.' = FRONT 20' and (6). G n SIDE AND REAR 10' TP1 - El. 49. 0' „ TP2 - "El 46. 4° „ DRIVE 0 -0 Of Pavement Design Data: „ - - C1,4 Loam „0 A/�,,, ___ - -_ r,:., _ , _• 70' [�earooin ==�2' X IlO 10„ 1Q gpd`= Required Flelap, `sO No Garbage Disposal LS X_r Use: Chamber T1 eneh.,25 L x 12 83 W x 2 Eff/Depth $ 7.5yr 51630„ .,r g 5 6 4 „ a 150.oc , „ y 30 Sp N351710 E Sp [25' + 25' t 12.83 f 12.83] x 2.0 = 151 C1 7.5yr 516 LS „ PERC 48" (EL 44 9>-50 PERc 50- "CI' ED. 31' BM Top CB 25' x 12.83 = 320 "C2 -V- M 7 5yr 614 \ LOT 1 Elev. 50.17 471 x 0. 74 = 348 GPD Total Design Flow AfE'D. SAND \ Da tum: NGVDf SAND 7.5yr 614 � 22,3721-sq.ft. � "C'" 93 60 33' ......... ... . 71' Note. ;� Reserves_ propped o A Two'Bedroom Deed Restriction is Required. 3ME'D. ND 5yr J�/3 25.oo 1500 Gallon Tank / SA 102„ sAs Trenrh Locus Falls Within a Water Protection Zone. C4MED. SAND 5 yr 5/8 4, SAND IOyr 614 ` ° ° , _ 17 rAAs9c 150 120" 4( , Lipp �: El. 36.5' % Deck t�aNa re E'1. 36. 4 Sb No Water Encountered No Water Encountered '�- � 39 j 46 Soil Log Pot 10,518 USGS Groundwater Adjustment: , TOF per, 49 j Performed By- John Landers Ce uley Zone - D , 73' BOH Sam White Well - AIN' 230 ' b Si t,e PI a lq o f La 12 d Date: June 24, 2003 Adjustment - 3.9' EL 32.1' b Perc Rate: 2-3 Hie/Inch (TYP 1) _ Prepared For. See Lots 4 and 5 Jenn. Lane for Water 1D - Adjustment-Perc Date 01/30104 HOUSE 73 32 JENNIFER LANE b 40' In Ir. GENERAL CONSTRUCTION NOTES 1. All the workmanship and materials shall conform to RE P Title 5 46' W _°00 ,� _ 4 41 Hyannis, Massachusetts and the Town of Barnstable rules and regulations for the subsurface disposal of sewage. ,IV3448'S0"E Scale: 1" = 30' Date: November 19, 2005 2. At least one access port over tank tees shall be accessible Y � EDGE V" Pl20POSED --- __--- � Prepared By.- within 6" 44 of finish grade, with any remaining access ports brought to within 6" of finish rade. NIr+'�`R E.Stephen J. Doyle and Associates g JEl LAIVE 42 Canterbury Lane, Falmouth, MA 02536 3 All components of the sanitary system shall be capable of Telephone: 5081540-2534 withstanding H-10 loading unless they are under or within 10 ft of drives or parking: H-20 loading shall be used under or within R e v3� i o s� R 1 o c � 10 ft of drives or parking unless noted. Plastic equals may be used in lieu of all precast units GRAPHIC SCALE 4. The excavator/contractor shall verify the location of all site 4A 40 . utilities prior to any excavation, and shall be responsible for ao o 1I I so 120 all matters relating to electric easements 5. Sewer pipes shall be. 4" Schedule 40 PVC laid at a min. 0.02 slope. 6. Any masonry units used to bring covers to grade shall be r� mortared in place. 1 inch = 30 30 ft. 7 Finish grade shall have a minimum slope of 0.02 ft per foot. NO. DATE DESCRIPTION -Top Foundation Elev. 49.5° �TVv- N3nish Grade EL 6" 1/8" to 1/2" )lashed Stone 0 3" Thick 6» 8" i!/!/ll1//li//ll/!//!////i/ ' �- FFnish Grade AZ 49't �45 2°`Dia RASM O Dia Foundation e-M Design By Others �- r El 46.0' Y EL INV EL ° ° _ _ _ _ '. El. 43.17' EL 42,0' 10" Win. 14'htn. INV INV EL \ /`- INV EL 45.65.47 45.17 3/4" a 1 1/2" Mashed stone o e ute 28 48.05' btelo�r Flow Line 45.80' 4' 4' go Liquid Level 48" b Rd a 4 HOLE DISTRIBUTION BOX 25' -t, Dunes t Pond O " PRECAST REINFORCED CONCRET�"s PROPOSED LEACH TRENCH' DISTRIBUTION BOX � � � Locus 1500 GALLON SEPTIC TANK b ' Install on a level base USGS Ground Water Adjustment = 3.9 Qos 1500 GALLON REINFORCED CONCRETE SEPTIC TANK Minimum wall thickness = 2" t Minimum Construction Materials Per 310CMR 15.226(2) Minimum inside dimension = 12" Bottom of Deep Observation Hole El. 36.4' Tees shall be constructed of Schedule 40 PVC and shall extend a Outlet Inverts shall be equal to each other and at q� �° FP Rats minimum of 6" above the flow line of the septic tank and be on 2" minimum below .inlet invert. USGS Adj High Ground Water EZ 32.1' the centerline of the septic tank located directly under the The distribution lines from the distribution box shall all have clean-out manhole. equal .inverts as determined by flooding the distribution box to =-•- 12.83 The inlet pipe elevation shall be no less than 2" nor more than 3" the height of the distribution line invert after all lines have above the .invert elevation of the outlet pipe. been sealed in place. 34" Nj Septic tank shall be installed level and .true to grade on a level, Invert adjustments shall be made_ by filling Kith durable and 0-4 0 0 4• 24 .L,O C'T-Tt ', MAP stable base that has been .mechanically compacted and on which nondeformable material pe,r'manet tly fastened to the line or -►� 58" 6" of crushed stone has been placed to ensure stability and reconstructing the lines until all inverts are of equal elevation. REFERENCE PLANS: t0 prevent settling Number of Trenches - 1 BOOK 69 PAGE 9 Septic tank shall have a minimum cover of 9 . Number of Chambers - 2 t ASSESSORS DATA: ' Two 20" manholes with readily removable impermeable covers ,�� 070 -` MI of durable material shall be provided with access ports PROPOSED LEACH TRENCH - ..END VIEW N.T.S. The outlet tee shall be equipped with gas baffle. Install Two 500 Gallon Units FEMA DATA ZONE "C" with Four Feet of Stone at Sides and Ends Note: O ZONING DISTRICT RB Remove all unsuitable material 5' around SAS DYERLAY DISTRICT WP down to the "CI layer (El 44.9) and replace with clean BUILDING SETBACKS.• granular sand per 310 CMR 15.255 (3), (4), (5). 5p FRONT 20' and.(6). . ° SIDE AND REAR 10' TPl - El. 49. 0' 0„ TP2 - El 46. 4' DRIVE 0 \ o f P,,Vwment Design Da ta: ,� " n2 r ,> ' `" ----`.`�-_'-"---.--._.w..._ Edge. _�-... _-�____-F-^ n .�. _ __. _ 0/A Loa 0/A/E Ied 00-m - 2 n Ilu bpcl = Required .r`70W 10 » 10 0 - No Garbage Disposal 7 5yr 5/6 B r 7.5 614, ;150.oo R 30 LS' j'r'° 30„ p Use: Chamber fi.ench_25'L x 1,2.83'W x 2' Eff/Depth �. N3577'10"E so j25' -f 25' f 12.83 -f- 12.83J x 2.0 = 151 C1 LS 7 5yr 516 PERC 48` O I 25' 12.83 = 32 X 44.9)-50 PERC 50. "C x AI `1' / BM Top CB 0 C2MED. MED. 7 5yr 614 \ LOT 1 Elev. 50.17 471 x 0. 74 348 GPD Total Design Flow SAND X_ 1 SAND \ Datum: NG M-1 7.5 r 6 4 >� - zz,37zf•sq.ft. � 93 33' �.............._- J 71, t3 >, C MED. � Reserve:': v Note: 3 proposed o / �'-j Prop Required A Two Bedroom Deed Restriction is Re d. SAND 5.yr 518 z5 00 I 15ao Gallon Tam / Locus Falls q Within a Water Protection Zone. C �. 4 SAND 5 yr 518 MED. 0 � SAND 10J'I' 6 4 El El. 36. 4' / Deck ��.� No Water Encountered No Water Encountered 39, 34' TP- P 10,518 Propo' - 4s � � 1`; ��j ,� 11 y�D� Soil Log ` USGS Groundwater Adjustment: / TOF ; eD14� - _ Performed By John Landers Ca uley Zone - D / I / 73' BOH Sam White We11 - AIW 230 Sl t o PI a n o f Lca n d Date: June 24, 2003 Adjustment - 3.9 - El 32.1 Prepared For— Pero Rate: 2-3 Min/Inch (TYP 1) See Lots 4. and 5 Jenn. Lane for Water tD Adjustment-Pero Date 01130104 HOUSE #32 JENNIFER LANE b 40'` W In GENERAL CONSTRUCTION NOTES � 150.00 I� 1. All the workmanship and materials shall conform to RP P Title 5 46 �, �- �_¢� Hyann-is, Massa ch use t t,S and the Town of Barnstable rules and regulations for the subsurface disposal of sewage ,iN34 48 5o"E Scale: 1" = 30' Date: November 19, 2005 ,2. At least one access port over tank tees shall be accessible , of PR°P°S ' PAVENT 44�' ,.'; '' �--- i � Prepared By.- within 6" of finish grade, with any remaining access ports brought �TIE►R f Stephen J. Doyle and Associates to within 6 of finish grade. N v L� 42 Canterbur Lane E. Falmouth, �° JE y u h, MA 02536 3. All components of the sanitary system shall be capable of Telephone. 508/540-2534 withstanding H-10 loading unless they are under or within 10 ft of drives or parking. H-,20 loading shall be used under or within �� " 10 ft of drives or parking unless noted. Plastic equals may be used in lieu of all precast units GRAPHIC SCALE 4. The exca va for/contractor shall verify the location of all site 4e 40 30 20 utilities prior to any exca va tion, and shall be responsible for ° ,I �o so 'I all matters relating to electric easements. 5. Sewer pipes shall be. 4" Schedule 40 PVC laid at a min. 0.02 slope. 6. Any masonry units used to bring covers to grade shall be IN FEET ) mortared in place. i inch = 30 ft. 7 Finish grade shall have a minimum slope of 0.02 ft per foot. NO. DATE DESCRIPTION