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HomeMy WebLinkAbout0212 ELLIOTT ROAD - Health H 2 Elliott Road ` Centerville 247 256 J�RECYC(F0�0 UPC 12543 N0. 53LOROO11.CON�O� HASTINGS. MN No. ' 0 o 3a Fee l o THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: y Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 21ppYication for Migpozal *pgtem Construction Permit Application for a Permit to Construct(V<Repair( )Upgrade( )Abandon( ) /CompleteSystem ❑Individual Components., Location Address or Lot No.,;; /01 [L-1 D 7T R.0 Owner's Name,Address and Tel.No. c,r�,5e_V1L,4-19 /)R y5 /Dff 80I&D/��', i>✓c Assessor's Map/Parcel ,�I q a S(o /3 x, 75 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. �"'� 95C 38V a1fi5/f1,✓1i7-d v sr Type of Building: Dwelling No.of Bedrooms—�— Lot Size 6'0'et qy' ll_sq.ft. Garbage Grinder(A) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow s gallons per day. Calculated daily flow gallons. Plan Date 12� Number of sheets 1p' Revision Date Title Size of Septic Tank Type of S. .S. Description of Soil per/✓ Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees t e the construction andem7aienance of the afore described on-site sewage disposal system in accordance with the visions Af nv nmCode and not to place the system in operation until a Certifi- cate of Compliance s be issue ned Date Application Approved by Date a Application Disapproved fo the following reasons Permit No. 2 0 0 Date Issued . 0 �_� _w Fee No (�d! Y + t THE-COMMONWEALTH OF MASSACHUSETTS Entered in compute PUBLIC HEALTH DIVISION -TOWN OF,BARNSTABLE., MASSACHUSETTS Application for Mtgpogar *pgtem Congtruction Vermo Application for a Permit to Construct(V/)Repair( )Upgrade( )Abandon( ) Xcomplete System ❑Individual Components Location Address or Lot No.©Z/v1 C L L I D 77 D Owner's Name,Address and Tel.No. Assessor's Map/Parcel J f 7/? a 41 CrAl)t�P—V/" • C^ Installer's Name,Address,and Tel.No. �Q�/�J�(/ Designer's Name,Address and Tel.No. � ` ;j-SC G1Z61d�- 3�'�/Gd�ISrYi,vl70N s r i955 dR C� cows T N 02 ufr LC , �YIA 6�0 G Type of Building: G f��� Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder(,db) Other Type of Building// b �.Pffima No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow .' 5 5d gallons per day. Calculated daily flow gallons. Plan Date /1 -;;5 Number of sheets .1;k° Revision Date Title. f 1? A ' Size of Septic Tank 1500 0/1 L.LO A/S —! Type of S.A.S. Description of Soils Pg,2 PL�9�✓ i ( �� Nature of Repairs or Alterations(Answer when applicable) El ij i t Date last inspected: Agreement: The undersigned agrees to en5_ure the construction and maig4enance of the afore described on-site sewage disposal system in accordance with the provisions of Title tlf 'niviromni tdl Code and not to place the system in operation until a Certifi- cate of Compliance has be issued ts o/ H'ea t / (Signed Date 9 113 4/ Application Approved by J S- Date W-1 /1/ + r Application Disapproved fo the following reasons 1 Permit No.? 0 0 01 Date Issued )vZ 1010 i �( THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS t Certiftcate of Compliance �r / THIS IS TO CERTIFY, that the On-site Sewage isp s 1 System Constructed( V)Repaired( )Upgraded( ) Abandoned( )by— y �� at a 1'L E LL/U T T CE N1+E/Z I/l m l• has been constructed//in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. .2 V 0?- �06 dated 1--/f 0/0,3 Installer Designer _ The issuance of this perimit shall not be construed as a guarantee that the sy stem w P ction designe�.r Date ° I r I �� Inspector / ✓' '�.. C�, No. 2 0 Q 3 L 06 Fee D!/ " THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Mtgogal *pgtem Congtruction Permit Permission is hereby granted to Construct(V/)Repair( )Upgrade( )Abandon( ) System located at c�L 9 C LL 10 7T R0. C t:NTE?-V 1 LL E and as described in the above Application for DisposabSystem Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construct on must be completed within three years of the date of is permit. Date:_ o � Approved by V�J ;e. . TOWN OF BARNSTABLE --°°����,,,,�,� �� LOCATION I - (l j '�'T SEWAGE # 2+:�l3 VILLAGE S` j ASSESSOR'S MAP & LO 7 v2 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: -� �C- ) <56 C,JDA (type) -_ 1 (size). o • NO. OF BEDROOMS BUILDER OR OWNER CC PERMITDATE: . l a!f��� COMPLIANCE DATE: I_40 Separation Distance Between.the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet ' Private Water Supply Well.an\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 LP� 3 ® Ll :5q TOWN OF BARNSTABLE LOCATION SEWAGE # 2� VILLAGE ASSESSOR'S MAP & LO?Y-7I INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) TC (size) ,s, 6 6 NO. OF BEDROOMS 4 BUILDER OR OWNER PERMITDATE: 11"AA COMPLIANCE DATE: /O-- 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 -- �� a s .� -�la ._ �, � _ * �d ��•� . . ���� �� �� � �S, } �r � '� � J �. �` J ',* APR-08-2008 TUE 12:39 PM BSC GROUP YARMOUTH FAX NO. 5087788966 P. 08 w13 Town of Y3nrnstable P"- Deportment of Health,t HWY,end Bnvirontnellio!Scrblces Dote Publie Health DlvisiDn )b7.Maln Btre°l Hyannis MA 02601 time Fce Pd.� �U j°»►� Dolts Scheduled Of GU Soil Suitability,Assessment for►Sewage Disposal �(`dti� I`t�P .r, Witnessed BY: performed By l i ''SUM l I W 1 Cr c Name Addresc � F�yJ'AA f 8nalneu'c Nem / C Aascssnr's MADMM41: 2 N 2 56 7/ Now CONSfRUCTIOI I REPAIR 7elcphoncY SurtltcaBloncc�— Lend Use Water Well � fi • ft Drinking , an Wetcr Body rya posaihtc Wet Arab Didanar from: Op R Prop"W 1-Int��R OIAu ' Dnlnage W°Y� proxlathy to hales) - Z ' SKETCJI:(Street nam .e•dimenelone of lot a: %locations of teal holoc do pare Iceli,locale vdlandr In 76 s I. `G y I / AL uo �6 ct, r DcpO+to oadn,tk�- -- Paront Weeping PrornPLL Fate peput to Groundwalcr:Standing Wamr In Ilolo: Es tw timated 6eonal t(igh OrouqdWalcr ,.�,T . . •'r, �, ,. � ,. I 7"�' In. Depdt to eoU maldas: Mahon uaee: Depllt Obs°ned flandln8 In obs.hole: In, Oroundwalor Adjustment roundww° _ft atom aide of ohs.hole: A,U,Pastor�.r— 4J t]aplh to weeping lndeK Wall loud — WaIIY RnadingDeto'� lozi .JndoR 5� .Inv Time at 9" - Obowatlon "oleo Time at 6" --—� Ocpth of m Tlmc(9"-6'1 Start Pre soak Time® --� End pre-soak _—/3 f 7 r^r�/tiG c. I Itat°Min A . neh AddUlonal Taatlnt Needed(YIN) silo F°Iled: Site SullablI4 Aaiaacment: Stlo Passed f — nbio.da/inn Holr Dote'rune Compleldl on Dack � 1� APR-08-2008 TUE 12:40 PM BSC GROUP YARMOUTH FAX NO, 5087788966 P. 09 g s x ?; 1 :§�f3 soil coio, soil t i 1` } Sali 1bYlnrc Mauling (Srfperare,SIM",Dotlldsror. Dcpth from Soll ilorltmn (USDA) (Fluoselry Surface M•) to A may/ os"c °r -(9" /U YR 6 Yk 3t G . • v t)I(r5P So Dolor 3odl ° � g Hof son Soil Toxlure Rgpti(ing (8+tu�ure,$topes,Aoul Depth from (USDA) (Moae�tl) � .rOYc} SUF cc(In) v -to• � .g /o L s/c- -------------- .< S MoUling (.oil fo Other o De h hom �Soll Horfun Soil Talu Soll Color rtrucl Stoixs,Bo 3I®orm p� (USDA) dMuneeti) Surfaoo(io) � So I Olhar x Z:a • $xc`.';$ I'$o l tnrc Soil C r clure,Stones,Doutduec pepth from Soil Norl7on as(USDA) (Muni otl) Motliing (Silo "�� Sudam(InJ ter. Vu Abdvo 5 year flood 00 ood boundary'No 121_0+ 12-2 4'-0+ I'--0+ 1'-0' q'_Bn 2,_3+ .�,-6+ 12,-10+ W-2+ 4-3+ 9'-3n I _ ___---_-_-- I I L____ ___________ _ -_-__ _- __ I I I - - -k r- ------ ---------- --------- --- I I --------- rI-.,aeTe L!J L �I I t Ivoa � w L J L t J j I f i I r d-2 OIVppR I F�,-1 I \ J y I I LJ L J I � � 4 y I lab t. g 016,04, - 0 Is o c a �y v I I 1 q wIL1J M �— I tl e-?rw. urn Hnu i a bz = I I I 1 y I Z I I 1 a I I I 10'-0' I IV7 a �_--- I 8-VIVe uNIM wALI. -------—- 1 I I I I tT I I I I-iolsTa L L J I-iaers` L L J ana. 12'-0' ..� (cnI L. J _ b I Q j ---- ----- -- --- ----�� f �---I -j -i ll ----- 1 I IL------- I.-------il 1 I ••I�—w I I @� I '� ' C T-10' c � 1 3'-6+ V-40 q'-6' 9'-g+ T-0+ T-0+ '_ + 22 0 14i_0+ bi_pr a J05 ROGATION" CRAWF®RD RESINCE Lrz1 ll r VE o Bu�LDEICc g 60- c PLAN ;3 BAYBERRY SQMARE9 CSC NTIE VELLC9 MA 02832 1WN1rn1N►Wo wrnw�T. 7 9,q non w a"o »rn�(s). eT ». ('_2u 4' 3' N o W 4 m a/A' I i lab8 I I ° o rro p91-z , 1� y a 3/4W aiA' � o x 7F' l N IY VO I I I ®Uj w ro 't's ® pFl I 11-1 w e I9j Z 1�'�- \ 56 aM'afi' 6` I .4)1 I , \ 4e W I I >IioQ I � aro am ® I l 37 3/4"BMI Z aliASrn aiA' y p Z �I I I apt t`�t• ® PCC 2571 s/A"51A' o �2 II P� 1 V♦ � I rtt otn p, o II I I i PTO 89 a/4'YA DYA' I I W I I ® 0 WA"8/A' O 2 I / FCC zwl 6 I6'-3 1/24 I I8'-8 In' / _4' gr_II' 6'_a' y n � � r. F O ----------- 4 W ------------ Z 4cN Ni ®WZ r I II I 26 8/Ahf11 a/A' 111Q jO I I N 1'17I Yera' o; �� ® I c � � Q ` ls)ecc 2 wew 4t, D j �s " eue�vea ^ —1 ® I on 7m xo ® - t7tUj I I 72't as' 41/2 B'-II 1/2' I I I I T �- w I a �----- -----=-�1 i1 p E R t m ' ,-d I N N I 27-0' 3'_0' 22'_0n 1Q 14'-0' 3 d 4'-0' 4'_0' i JM LOCATION: CRAWFORD RESIDENCE o ll D D N DD " � m D DDIDDD HC� f�1�AN 71'_ba T-b0 I d-6u 10'-p. lot I N rno CO 4'-017 14'-61 00, v 29 8/4 314a N 10 Q �. 3'-2u a� 80!/4ax47 3/41 a "2 �J ? � z9 3/4'>'W 9/4' � GM"M ARW L e� a o' 10 Z � d ............. co) Q D r � rn 7n Z 0 p b �V ,u 3 W n U)® 71 1, 3'-10" JOB LOCATION. CRANFORD RESIDENCE MAYOMMIE BUllLDllHgq RHCO 33 4 Y o CSR1,Y SwARG9 C C in M QVI LLE9 MM A 02632 PLAN RDU nNN rso wn "q n 9 nr[n prn�,F- rwnn,,,-w-77w-n q w— � / /'' '' . •• / •" �' / A /r.0 0000 / J. WH` E ` \ ` \ REVISIONS/' / •' 1 ' i ,! i I 1 1 - --' `.MAP 248 ` ` N0. DATE DESCRIPTION 1 1 / / -------' _ ,,�''"'�r ..�' PAL 57-4 .�iy� _ __ __________ ___ �,,, _- 'r-`' — w--'' ,,,,• ' '._ ,y�/ '� LOT 4Ak�6C `\� `\ \`\ �`\ \`� 1. 12 8 03 NEW HOUSE DIM. if J x 1 ' / % 4010, < ` ,.. ,.- S88 35 43_W g \l. \ \\ \ / /' /' ow 7"�� --------'''r �/• w `` � .`\ ; ` \\ \ ` IN, `\ If If op opp ' ' �/�Y� ���tLNCHIfi�ARK �' '0 f •'r � ---''- 1� �•%\ ' ! / J <\Aj ,` �.c / ` I/ /I/ /' / rwr / rwr__�•___--__•+-"• w 'w''. ' '"r..,,•,-_-s-y ` '`♦\` ` `\\ `\`\ \`` ii` `i\ STAK SETT I / ♦ % % ` \ 1 • ' /' Ej.EV 109 / �' �/ �, /j rr'w rrrw____......�_-__.__.�......_- / r rr ` `,I _ ` ``♦ � `\ / % � % I� ,� // ; / .// r'wr f r' rw�,_—__._..�___— .__..,.,. '' ''' �� ♦ `'��.' �`1♦ ` `~\ i` \`\ ii` i\ ��' i`\ Q / ,, / :' w-' r' `-_ '\ \♦ a GENERAL NOTES: /' !' ,/ /' ,/ �' rr' rrr ter'' �..___----- r w \\\ �-- \\` \\\ \\ \\ \\` \ ` \ / ,/ ,,/ \ J / ,,/ ,/ i f / / / i ,/ / ���� \, i ` \ \\ \\� \\ \\ I. THIS PLAN IS FOR DESIGN AND r / / / r / . . . \ \ \ CONSTRUCTION OF THE SEWAGE / / / r r w / Z r' \ \ ` \♦ ` DISPOSAL FACILITY ONLY. . 00 /�\\ // // / / / / /, I /r/ �, ' rrw'' r�' / 00 -------- r.,�'Jr ♦`\\ \;� \\ \\ ` \\ \\\ \\`` �`` ` 2. ALL CONSTRUCTION METHODS AND r / , / ,,,,, \ r r MATERIALS SHALL CONFORM TO MASS. / • \• • , • / / / r G / , / r .w r 'w' .► ' ` . \ . , \ \ \♦ \ \ . \ . ` ♦ OF HEALTH REGULATIONS. r ...•�► • r / / J I / / •^,'.,7 / , ! low /� 0 -- r ` i D.E.P TITLE 5 AND LOCAL BOARD / Ji /' !'• r w _ - - - - a ` \\ \ ♦ \\ ` \ •\\♦ 3. ALL PIPES LOCATED UNDER PAVEMENT ' , / K , • rww / / / /' I/ ,' it N,,, ` ` ` OR TRAVELED WAY SHALL BE SCHEDULE .0 .000 / / ' w / \ i \ i i 00 / , / / / • ' ' w / • ~ • \ \ \ ` ` • ` 4. THERE ARE NO KNOWN PRIVATE ' • ' '/ _ % JL % ! // % � i i ` \�� 40 OR EQUAL / \ r / •� __ - __\ / � , , ! / ! / // / / r ..r / /'� .: \ `,,� �..� ,. ` \ \ � \ \ ��� WELLS '"' / " • ' i•/ \��-�_ - ' % ' ! i! f /�� / i/ /'rr �r''�•�� / '` f �,,\ ,�� „��``♦�� ``• ;\ `\\ \i \\ `i\` ` i\i `�\` `•.�� LOCATED WITHIN 150 FT. OF THE / / I / / 1 ! / . \ \ \ PROPOSED LEACHING FACILITY NOR • +•! ' + ' ' J� / / -- •• "- `• `• \ ANY KNOWN WELLS PROPOSED WITHIN J Wawa*" ''-*, / �/ � t j / i / / ,� / / / ' `"�♦ ` `� � ``� \\ � �` `\ 150' OF ANY KNOWN LEACHING FACILITY. '' •'' ' �.r\ _ _-`` \ i / / ' i / /' ! '/ ,/ , '� / � LJR-�-� � `\ `♦ � `'. -``�` ` `. ' `� i \ ` \\ 5. WITHIN LIMIT OF EXCAVATION REMOVE 111��� ALL TOPSOIL, SUBSOIL AND OTHER / ,~ w* / --•� `tea ! / ! / / / I f ' / i / ♦ • "` �• . ` ��`♦ `\ ` IMPERVIOUS MATERIAL jol !' . _ J ! J ` ! ' ' ' / ' l' `� ``I. �� \ 6. REPLACE WITH CLEAN WASHED SAND T '.. - � *W � ' �►' / GRANULAR SOILS _ ■ / h' r./ ! , .. • I ♦ \ �� .\ � ♦'`, OR OTHER CLEAN GRAN Tl / _ I / / f / f : / /' �j� / /' ' i ` `♦ `` `. `� �! `\ V ` CONFORMING TO THE FOLLOWING '/` '�' ' '/ , // /� / / ! / // � 4 �\ ♦ ` ` ��` `y ` '`�� ``\ `` SIEVE ANALYSIS: r' / \ / / / i '.. ♦ •.`^ / ,' � / / � / / 1 �• ` „ \ ` ♦ ice\ \ \ ` �\ 10X (MAX) BY WT. SHALL / / r • / /I / / / / `• ` PASS No. 50 SIEVE r` rr / r / / ♦ r r_ fir 1 / / / / /' �/�� i ♦ ♦ ♦` ♦ ♦ ♦ ♦ \ • \ • r` r/ rw`,/ A / /'/ / /-^ Y+- -\` ``-rru\ I� r J !J / r fl\Rir ' �N `♦� `♦♦ " ` ``♦ `\` ♦ �, ` \ `\` `,\ `. r ./ , / . , / G �\ �,► ! // // / r ♦ f ' ! ` `. `. ♦ 10-A `. `. . `. G10 X OF No. 4 SIEVE SHALL y ' ! / , % / / nlr-_-_�`` ` ♦ _...» !� / / / / / / / / J j / `\ `\ ` \ ♦ \ ♦ ` `�` \ \ �\ ♦ ` � � PASS No. 100 ♦ ♦ '� ' /` / / / / % / % / `� (�` \ \ ` \\ ♦ \ _ _ w ` '' ` <5 X OF No. 4 SIEVE SHALL PASS No. 200 / r ''00 wv r it �` • ' '/ / % , ' !J Z \\ `` BENCHMARK �3 �` `' `-_ UNIFORMITY COEFFICIENT O No. 4 � .~� .•/' rw ' /.ri .r W STgECE SET`♦ ` ` `v�10-B• SIEVE </-6.0 � ,r�r' ``3� ..�, •...- 1 ram,,...-!_ - - �'C�♦ /�• �♦ C � �` / / � fr i � i N TO O��•D ; r \ �­ELEV 35.54 `.` `.` ♦'``-` �"�.. /`� �` \ \ IN THE DRAWINGS ARE APPROXIMATE. 7. EXISTING UTIUT1ES WHERE SHOWN / •�, r,r r / r/ �,.'-' -'' - \`�r �"' �. r ')' j ! i Il /� // '�F 42.� � \ \ i \ i ! `�' THE CONTRACTOR SHALL BE RESPON- % , '/' , rr ', / rrr r/ r .�- „ �• \` r ! / , r •4, ` /' /` ` ` ` /''�/ r' % t!'rr' 'i'/ / / / / . -/• ^ r•• L �/ _ rr 1. 1 \� / / 1 Jl + / O \\ ; \\\\ \I r r �` `♦ \♦` ` _ COORDINATING THE PROPOSED CON- ,. / ! 1 * \ , , \ ♦ SIBLE FOR PROPERLY LOCATING AND //'//',/ • ,%%,/j'f /' ,// /' //' / / / ' ' r ' ' ' „ _� \\\\.:+t �• /`� / `�` / ♦` ` \ ' / / \` \ ` \ O ' �. S 7 35.54 ' `♦`♦.`' ``\ . STRUCTION ACTIVITY WITH DIG-SAFE 'IleCOMPANY AND MAINTAINING THE ` s:'� /� �Ile wwmw � / A/ \ Q .,,•, � � � ef• AND THE APPLICABLE UTILITY •.. _ �' � EXISTING UTILITY SYSTEM IN SERVICE. wft J / / / / I 30 •-+t , i ♦ 1 \ / \ \ \ •. ..• �. DIG-SAFE SHALL BE NOTIFIED PER •� / / / J J / r / ! ,' ! `\ N7 % `+.- �.'" / STATUTE CHAPTER 82, SECTION 409 THE STATE OF MASSACHUSETTS TEE / � ________ / � '\ � � i4� 11'`• i` �� /a•� / J f!' \ �9'26+ '\ + 1 � � f/' AT TEL 1 888-344-7233. THE rr r'' /;� % r'' / ' .r' �` `\ 1 `\`• 1 �-`,•i ` /'\\ ` / ! ` / ``` 63.2' '215.591 \\ \ 1 � . / THEIR ACCURACY OR THATENGINEER DOES NOT ALL \\j If J ! i i// 'rrr 'j� '/ , '/ / �/r r 'rr . �r ' ` \\ \ \` ` j '`I `\ J 1 � / ; / / / J J ' \ ` \ r ^ . - / UTILITIES AND SUBSURFACE STRUCTURES If It IF \ \ ARE SHOWN. LOCATIONS AND / \ \ \ •� ' / ELEVATIONS OF UNDERGROUND UTILITIES _' \ - ` ! l! / / / i ,/ r rrr / / / � \ � `♦ r 1 4-A 1 1 `4. / \ \ \ \ \ i/' �\ S E SET 1 1 J , r 1 1r ! \ \ /' / 1 ! \ \ \ TAKEN FROM RECORD PLANS. THE ♦ \ ELEV 33.39 Al i i /' / ; r \ .''� I' JOH�N'R. /ItLGE�, ,'/ ♦ t / ' 1 i i l / ! ,� \\ ,� , '' CONTRACTOR SHALL VERIFY SIZE, r' /' / / . I r' / / i / ► / ' i 1 J f! ► ' "`�, i i \ - LOCATION AND INVERTS OF UTIU71ES f % % //- -�` rr' /' / /' ./• r' MAP/227 / ,' •� \ �r ' 1 ! r / ( / ! \\ \ r ` AND STRUCTURES AS REQUIRED PRIOR !' !' !` /% ;/r`r'r�/­ r /' Py4RtEL /w92" 1 ,! �\ r' /� ' 1 ! 1 r / 1 \ 1 \' ,/ / \ \r \ \ \ 1 / _� _f ,. _ `\ \\ 'i\ ,� TO THE START OF CONSTRUCTION. / 00 . / ♦ \ \ ` ��/ I j 1 / 1 i' `y \r ` \\\ �` \`\` /' `\ 8. THIS SYSTEM IS NOT DESIGNED FOR 3 THE USE OF A GARBAGE GRINDER. A A GARBAGE GRINDER IS NOT � 1 \ 1 / I i / i I j ( ��� ( / ^-�„ � N`\ rr `�, ``�„ `�\ `�\ /'' i/ ; RECOMM TO IZED -_ to* - / 1 , / ` ` \ \ \\ `\ `\ `` `" --- r' --- _O ADVERSE��CTSETO THE LEACHING ' /j', / \ j % % / / I I f 1 1 e 1 �� r / r ``♦ \ ``\ .rr O ;n FACILITY. co Ile rr /n'n'• 'rrr' / , i ' /! // // // ; , i 1 1 { / `J 61.9 ��'' If N/F ! � ; i/ // /,/ �J Jl 1� � � � ! i i � i 212—A / ; ! ! J J GARAGE `l FRAN W. BURKE MAP 227 •/ , f' i rJ f �' ,1 EXIS)ING ACCESS EASEMENT TOS=42.0 \ -•1 H6� i PARCEL 61-2 `SS' ?"' ;' 214-8 it i iJ i 224 rrrr ` J Mh /'J DgbX / 1500 GALLON % / - ``♦ .,,.�0, _ `--- -- _ - i ! r SEPTIC TANK ,' BENCHMARK ' ' MC GROUP ,.• . ,.� _ '' i i / i � r ' � STAKE SET \,\ ,.,.��,,,,.,��., �' r'1 O �/ 96.0' w Yarmouth Massachusettst 6 r'/ Q ;PVC PROPOSED T^ J` 02673 ! / / / F 47 / / / 1 / 1 508 778 8919 _ ! i /J � .h! / / / I 5 BR HOUSE / i ' i J, FF=43.0 ,' \ PRO/ -� JECT TITLE: N/F ! / J NATALIE K. OBRIEN TR. - _ _r '' / If ;/ ,i � PROP. PARCEL 83 ,'MAP 247 / J ! � �/ /�F' ;! o� SPA SEWAGE DISPOSAL ! / o 0 / i PROPOSED SYSTEM DESIGN 'LEACHING I / f' TRENCH(TYP) \\ o_k POOL O ?� ' N/F `' ' ' ' 212 ELLIOTT ROAD KENNETH J. & �`. `.� i ,! 00 � 0)RESERVE \\\ � .c JULIE RODGERS :' AREA(TYP) N/FMAP 247 (p BARNSTABLE N PARCEL 84 ' CARL S. RIEDELL \\\\ p A 3 �` ` MAP 247 \\ clN n o PARCEL 256 r � `�' MASSACHUSETTS ah.AAAN6$S LOT 6A �t na 10 LOCUS PLAN. S3�bw •, 53.0 1, o T Cam" E CRAIG A. N/F �6$,3 t �► 8NFaD '" KENNETH S. & 2 KAREN M, MOLLOY + 0 N MAP 247 i LOT 6A l PARCEL 85 ; TOTAL AREA 1.39f ACRES PINE STREET \` TOTAL AREA 60,381 f S.F. WETLAND AREA 1,058f S.F. a Q ��'�� 03 �`, UPLAND AREA 59,322t S.F. M i PREPARED FOR: in D "/F t` BOSWORTH ASSOCIATES S o GEORGE P. &m P.O. BOX 685 ANN MCLAUGHLIN 1645 FALMOUTH ROAD, UNIT C a 4i MAP 247 DAVID J. _ CRISPIN PARCEL 86 CENTERVILLE, MA 02632 9 r No..32112 DATE: JANUARY 8 2003 3 LOCUS X 18"N, `` ' 4 � N/F 1 COMP. DESIGN: K. HEALY 0.� ��.�� DOROTHYMICHAJ.LCIGHONSKI �89 ` PLAN VIEW �'; a \` � CHECK: D. CRISPIN MAP 247 DRAWN: L. MacD. / K. HEALY SCALE: 1' = 20 FEET PARCEL 87 FIELD: D. GAZZOLO / J. McCARTIN FILE NO. 4823401—SP.DWG N �Rlq 0 10 20 40 FT. N/F q �f LOUIS J. & JOB N0. 4 8243 01 G NO. 53L46-06 .VF NICOLETTA METAXAS SHEET 1 OF 2 a SOIL TEST PIT DATA: 1 /8/02 SEPTIC TANK DETAIL: 1 ,500 GALLON DISTRIBUTION BOX DETAIL: NO. OF OUTLETS REVISIONS NOT TO SCALE E 5 NO. DATE DESCRIPTION TEST PIT 212A TEST PIT 212B NOTES: 1. SEPTIC TANK SHALL BE STEEL NOT TO SCALE 1 - 1. 12/8/03 NEW HOUSE DIM. GRD. EL. 42.0f GRD. EL. 40.5f REINFORCED CONCRETE. EST. HIGH GW. 20.0 EST. HIGH GW. 20.0 EST. HIGH GROUNDWATER BASED ON 2. SEPTIC TANK TO WITHSTAND H-10 LOADING HIGHEST ELEVATION AT EDGE OF UNLESS UNDER PAVEMENT, DRIVES OR TRAVELED WAYS, WHEREIN H-20 LOADING WETLAND ALONG SUBJECT PROPERTIES SHALL APPLY. 6" 6" 3. ALL PIPE CONNECTIONS AND CONCRETE FINISHED GRADE NOTES: CONSTRUCTION SHALL BE WATERTIGHT. 4. FILL ALL UNUSED KNOCKOUTS WITH REMOVABLE 2" WALLS 1. DIST. BOX TO WITHSTAND H-10 LOADING EL = 40.5 18" EL = 39.0 18" MORTAR. COVER UNLESS UNDER PAVEMENT, DRIVES OR GENERAL NOTES: TRAVELED WAYS WHEREIN H-20 LOADING 5. INLET AND OUTLET TEES TO BE CAST IRON, •v..+.a:•v..+ •v.... •' 2" 1. SEE SHEET 1. D. 40 PVC OR CAST-IN-PLACE CONCRETE. HANDLES T SHALL APPLY. C1 TEES TO BE CENTERED UNDER MANHOLE COVER. 2-24" DIA CONCRETE MANHOLES 2. PROVIDE INLET TEE OR BAFFLE WHERE M 01 YR 6%6 D " WW 6"E OF FINI GRADE BROUGHT 15" SLOPE OF EL = 37.0 60 EL = 34.5 72" TEE TO BE UNDER 12" N. 6" : 5,5" OUTLETS 8 IN PUMPED PSYSTEM. IPE EXCEEDS 0.08 FT./FT OR M.H. OPENING 3. FIRST TWO FEET OF PIPE OUT OF DIST. 'WI 3" • ° • •. T BOX TO BE LAID LEVEL C2 C RAISE M.H WAWAM�L. 4" MEDIUM SAND MEDIUM SAND 10'-6" SEWER BRICK �.. :.- -_ ,� BOTTOM ON LEVEL 2' 4. ALL PIPE CONNECTIONS AND CONCRETE 2.5 Y 6/3 2.5 Y 6/4 10'-0" do MORTAR 12, :; STABLE BASE 6",MIN. 31u*TO CONSTRUCTION SHALL BE WATERTIGHT. N WA STONE BASE 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. •.+ 3" • PRECAST SEPTIC TANK 10" 14" CROSS-SECTION NO WATER 132" NO WATER 1 " INDICATES - _ - •� INLET TEE 4�_a" OBSERVED , r , „ , r EL - 31.0 EL = 29.5 32 _ GROUND WATER _ - _ 5_2 4- z LIQUID �MIIN. �• � 5'-4* DATE: DATE: INDICATES " 2 5-S PTH vns J e 1/8/02 1/8/02 y ESTIMATED _N TEST BY: TEST BY: SEASONAL HIGH _ „ . _ . _e 30 1/2" THE BSC GROUP, INC. THE BSC GROUP, INC. GROUND WATER BOTTOM ON LEVEL STABLE BASE PLAN VIEW ? 15 1/2" 3" 6, WITNESSED BY: WITNESSED BY: MIN. 3/4 PRECAST DIST. PERC. TO DAVID STANTON DAVID STANTON INDICATES 1 1/2" STONE CROSS-SECTION VIEW BOX PERC. RATE: PERC. RATE: TEST NZ6 MIN./INCH 2-MIN./INCH 1 < 14 SOIL EVALUATOR SOIL EVALUATOR INDICATES CRAIG FIELD CRAIG FIELD UNSUITABLE MATERIAL PLAN VIEW SOIL CLASS: SOIL CLASS: 1 1 L.T.A.R. L.T.A.R. 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. DATUM: VERTICAL DATUM: N.G.V.D. LOCUS INFORMATION DESIGN CRITERIA: PROFILE: NOT TO SCALE BENCH MARK USED: CHISEL MARK IN CONCRETE CULVERT CURRENT OWNER: CARL S. RIEDELL BENCH MARK SET: STAKE AND NAIL SET. ELEVATION 41.60 TITLE REFERENCE: BOOK 13383 (DESIGN FLOW: PAGE 10 5 B EL=A FIRST PIPE LENGTH PLAN REFERENCE: 499/81 BEDROOMS AT 110 G.P.B.jD 550 G.P.Q. TOP FOUNDATION CONCRETE COVERS TO WITHIN TO BE SET LEVEL ASSESSORS MAP: 247 EL-42.0 6" OF FINISHED GRADE. FOR MIN. 2' FINISH GRADE INVERT ELEVATIONS: - PARCEL: 256 � _ - 42 REQUIRED SEPTIC TANK: 4" PVC (PERF) TOP OF FOUNDATION 43.00 A ZONING DISTRICT: RB 550 X 200'/. - 1100 GAL. z 4" Pv SETBACKS: FRONT 20' SEPTIC TANK PROVIDED: = 1500 GAL. 4" PVC SC OF 4" INVERT AT BUILDING 40.00 B SIDE 10' yu 3 j. REAR 10' 3�s 1 3g 97 z �S cCRRISPIN u, � Is 1=G3Fl 4'�"._f>4VERT 'AT `SEPTIC TANK (IN) 39:55 O__- - 2 CIVIL } i,f 4" INVERT AT SEPTIC TANK (OUT) 39.30 D MINIMUM LOT SIZE: 43,Sso S.F. SIZE OF LEACHING FACILITY REQUIRED: I=c E 5 OUTLET 2 I n No.32112 DIST. BOX 1=FG 4" INVERT AT DIST. BOX (IN) 38.97 E OVERLAY DISTRICT. AP / WP DESIGN PERC. RATE: <2 MIN./ INCH SEPTIC TANK in BOTTOM EL=d36•S / 4" INVERT AT DIST. BOX (OUT) 38.80 F NITROGEN SENSITIVE LONG PORTION OF LOT LONG TERM APPL. RATE 0.74 G.P.D/S.F. HIGH WATER EL.=K o2v a JJ _ M Q� �tA,6 _ .2q INVERTS AT LEACHING FACILITY: FEMA FLOOD ZONE "B" & "C" 550 GPD + 0.74 GPD/SF = 744 S.F. ZONE DISTRICT: PANEL 250001 0008 D DATED JULY 2, 1992 ' SIZE OF LEACHING FACILITY PROVIDED: 4 INVERT AT BEGINNING r -OF LEACHING TRENCH 38.70 G 3-2' WIDE, 2' DEEP, 42' LONG TRENCHES 3x(2 +2 +2 )x42 = 756 S, 4" INVERT AT END , ' ' ' ' F. TM;��*,,,,,,, GPDUP OF LEACHING AREA MC i OF LEACHING TRENCH 38.50 H n WiI i"a a 756 x 0.74 GPD / SF = 559 GPD ELEVATION AT BOTTOM PROVIDED 657 Main Street, (RT.28)Unit OF LEACHING TRENCH 36.50 J W.Yarmouth Massachusetts ESTIMATED GROUNDWATER 02673 508 7788919 ELEVATION 20.00 K LEACHING TRENCH DETAIL: NOT TO SCALE PROJECT TITLE: 36" MAX .coVEA SEWAGE. DISPOSAL FINISHED GRADE LOAM do SEED DISTURBED AREAS I fj/ f f 'C 7 7 1=7 SYSTEM DESIGN 4" PVC . . NDS � . �. .ss4'-ZCB �V '�1.6Q5�' AP E • i`. . VARIANCES REQUESTED: . .� . . ! •._• . .q .. q 1"UTILTMLTM a" 212 ELLIOTT ROAD • • • O • O r O O q O • • O O O O q O NONE qLEVEL BOTTOM / 42' BARNSTABLE, AREA INFORMATION PROFILE I MASSACHUSETTS a LOT 6A 36" MAX. - 12" MIN. COVER #= TOTAL AREA 1.39f ACRESAIM TOTAL AREA 60,381 t S.F. 2X MIN. FINISH GRADE 4" MIN. LOAM & SEED 8 WETLAND AREA 1,058t S.F. 0 UPLAND AREA 59,322t S.F. 3d Piwamm -2 MIN. OF 1/8 TO NOTES: 24' 24' 24- 1"2" WASHED STONE a. 1. FOR FURTHER INFORMATION ABOUT THE PROPOSED DEVELOPMENT OF 3/4" To 1-1/2" DOUBLE is 61 24 WASHED STONE (NO FINES) M THE ENTIRE LOCUS PROPERTY, INCLUDING ADJACENT LOTS AND SHARED (TYP) TYP PREPARED FOR: g ACCESS DRIVEWAY, SEE ADDITIONAL PLANS PREPARED BY THE BSC GROUP. CROSS-SECTION BOSWORTH ASSOCIATES P.O. BOX 685 a 1645 FALMOUTH ROAD UNIT C T 2. WETLAND DELINEATION APPROVED BY THE BARNSTABLE CONSERVATION CENTERVILLE, MA 02632 0 COMMISSION THROUGH THE NOTICE OF RESOURCE AREA DELINEATION IN 2002 DATE: JANUARY 8, 2003 Iq 0. COMP. DESIGN: K. HEALY CHECK: D. CRISPIN DRAWN: K. HEALY FIELD: D. GAZZOLO / J. McCARTIN FILE NO. 4823401-SP.DWG DWG NO. 5346-06 JOB NO. 4-8243.01 SHEET 2 of 2 .9 n: