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HomeMy WebLinkAbout0160 ROSARY LANE - Health 160 t Hyannis ��� ` g/ A = 345 015002 r r o ;I I i i u II YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not give you permission to operate.) You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1 st FI., 367 Main St., Hyannis, MA 02601 (Town Hall) and get the Business Certificate that is required by law. DATE:Q4 b Fill in please: APPLICANT'S YOUR NAME/S: —I A ft mii BUSINESS OUR HOME ADDRESS: 4,2 - TELEPHONE # Home Telephone Number IS NAME OF CORPORATION: NAME OF NEW BUSINESS (-AV,,c as)-,n Gp,k):�ae a TYPE OF BUSINESS IS THIS A HOME OCCUPATION? YES L--NO ADDRESS OF BUSINESS (�Q ROTS�`/ L? r "Y""IS Gb2G O 1 MAP/PARCEL NUMBER ��S[S 1 S QC)= _(Assessing) When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. - (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COMM1S ION 11 R'S OFFI This individual lia b e infor e of ny mi re uireme is that p rtain to this type of business. . t orized Sign ture* 1 OM ENTS: 1 44A, I v _-' 2. BOARD OF H€ALTH This individual has be a permit requirements that pertain to this type of business. MUST COMPLY WITH ALL HAZARDOUS MATERIALS REGULATIONS tht3,ri�e Si aJe*�, COMMENTS: ��'l�� ✓ 3. CONSUMER AFFAIRS(LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature** COMMENTS: TOWN OF BARNSTABLE LOCATION ' 0 Q-0 L-A PIP, SEWAGE # ;LOd l - S VILLAGE�I k IV 15 ASSESSOR'S MAP & LOT3 INSTALLER'S NAME&PHONE NO.XV C47,CX1W0 -Af rIMAZ /f if YlAf C SEPTIC TANK CAPACITY ISO D Ggl-5. -08 y�7� LEACHING FACILITY: (type) Cl��/rl� / (size) GR.0 NO. OF BEDROOMS "J A a7® 5 X BUILDER OR OWNER W�MPOS C/o� RNl C �. N A PERMITDATE: 7 - 10 - d k COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply pp y Well and Leaching Facility �any wells exist � on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist ' Q within 300 feet of leaching facility) Feet Furnished by w \ ® o X1 a � � , c, No. 17� y lS ® / Fee��- THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS t, " 0[pplication for �Diopool braem Congtruction Permit Application for a Permit to Constrict(Y)Repair( )Upgrade( )Abandon( ) ❑Complete System O Individual Components Location Address or Lot r s Name,Address apd Tel.No. Y^ MAI I S ^ yy /7 _ i t+A 1�R M OOS Assessor' Ma /P cel ( 6 0. RGS` 0 ('�}-71�5 Wt1J)T MAN/td C—&P"� C t 00t 0 ij, o D'�- 3O 01,0 ,A)Wtt/R AVC, 6!/S�N M4 6 i7-.26 /283 In taller's Name,A ss,and Tel.No. FA Y C+4UX%(^ C7 Designer's Name,Address Tel.No. 0R�ti � e &%rV�G- Cad. 0wP C.A PC E Ot 2 caj(J" Type of Building: r Dwelling No.of Bedrooms ,^ Lot Size Go1� sq.ft. Garbage Grinder( : ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow �� gallons per day. Calculated daily flow 2-d v gallons. Plan Date '�' 7 - Number of sheets Z Revision Date Title �' i fZi �1s1►/J 0 r- I.Ar4D 1^) t+IAn/'/✓6 eiQ_ CARMe-"t -A LA M(>C)S Size of Septic Tank 100 aAL— _Type of S.A.S. i-t%AG ��� ill�IM(3 Description of Son: 15 A N 0✓ W A M 42 11f", L4Aan e,5A WP /4 ii_ 30 rf S T I F!�D Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisio s o T tle i of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been is;edq this Board of Health. Signed n Date Application Approved by Date 1 Vrj Application Disapproved for the following reasoifs 4 Permit No. /�>/- ��/3 Date Issued All ` No � -J ` 3 11 Fee ' THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWWOFrBARNSTABLE., MASSACHUSETTS Z[pphra#ton for,Dtopogar 6pgtem Con!truction Permit Application for a Permit to Construct(y)Repair( )Upgrade-C )Abandon( ) ❑Complete System :❑Individual Components Location Address or Lot o "-u.. Owner's Name,Address d Tel.No. r C Cr —A AMPO Assessor's Ma /P cel 1 b 1 a g tr /p C'iff7t(I't-ems wN 1 M�� 6}v D S•p 0 t o a: ©U"_- 3D CdMMdNGcJ�J1 N'N AVC, 6ussv N A►A G n 26 /2 83 In taller's Name A dress,and Tel.No.`RA Y CA U7CR(^J, 0 Designer's Name,Address and Tel.No. ORl1-i`cOt�► +VAvt­>(> Cam. QwAC-APB G '24) CA 4V a a XA - � Q ��9 A@ A % j 5T rd IM�S@n MA S°g 3 p-�d'�7� YA47AkOtjW F6P_7 eMM\ - Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ') Other Type of Building No.of Persons Showers(� ) Cafeteria( ) ! Other Fixtures Design Flow �- gallons per day. Calculated daily flow �a gallons. Plan Date ,- 7 - y ( Number of sheets Revision Date . Title S I1' 1�1A►/J 4 L�/1NO tN N` AM0✓IS r,vR. CA ft M C_1,1 Ar-A LAM P6S Size of Septic Tank S'A 0 r A L_ Type of S.A.S. L ZACN W& CP A.; /44=0t... l , Description of Sofl: A N 0-` k A M 0- 14` , LaAAA { jq I q saw �d r. 5TPA 76 f i r,;-P Nature of Repairs or Alterations(Answer when applicable) Datellast inspected: Agreement:+ The undersigned agrees to ' ure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisio s o tle 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been is ued b this Board of Health. Signed _ �" Date �b f Application Approved by Date V Application Disapproved for the following reaso s Permit No. �� -�y3 Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance 1 THIS IS TO CERTIFY, that the On-site Sewage Disposal System nstrructed( Repaired ( )Upgraded( ) Abandoned( by 11? 6 at 16 Q Al -� R--Z- has been constructed in accordance with the provisions of Trtle 5 and the for Disposal System Construction Permit No7nOa%^3_`9-3 dated 7 U' Z",/ Installer Designer ZI The issuance of t s perq6t shall not be construed as a guarantee that the syste w' f do f signed. - Date 3 Z S b 3 Inspector.. . 4. _ ---__ ^_� r /— y? —---—---—------------------------ �___ — No. Fee ,THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS iqoaf 6P.5tent Conztruction hermit Permission is hereby granted to C nstruct( Repair( )Upgrade( )Abandon( ) System located at /6 and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to Y" 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 l 0;l Approved by 11, / &" i N TOWN OF BARNSTA.BLE o200 LOCATION SEWAGE VILLAGE rV t� ASSESSOR'S MAP & LOT- -�- --7 INSTALLER'S NAME&PHONE NO. SEPTIC TANK'CAPACITY �'� 4 '' // d LEACHING FACILITY: (type) Ghovi (size) NO.OF BEDROOMS BUILDER OR OWNER �F}t'd�Efi�t/r4 d PERMITDATE: COMPLIANCE DATE: '7m 30�0/ 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 Feet on site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility (If any wetlands exist Feet within 300 feet of leaching facility) Furnished by a316 o 3 a, :3 t ' 4 _ _-------- _ _ ,., ,,, -_ __ -_ - -- ,.. r ------ - _- �� - 111, - - , ; ..: .. .. .. r, , r 's' .. % -..5 , .,.,...... , , / , , - "117, _._ .____ ._. V. .. .: :: , rr . _ ,x ti: .. 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AL PLAN REF, PB 558 PG 50 DB 13264 PG 155 55 G 0) Za: # 650 LO B , ; N �'.1 INV. 34.5 ZONING DISTRICTS B 20' FRONTAGE � / I P 56 PG 50 � I S I ' 26, 6 sFf \/ 0 , Ap ��)s�/ / ' _ I B SETBACKS; 20 FRONT, 0 SIDE,, 0 REAR SEE PLAN - 0� // D\\ 0.6 _ AC.f i __ � Q i \ 34.4 ^5g BUILDING SEWER 4, \ - /�, I MAX BUILDING COVERAGE: N/A @ (5544/26526-21X PROPOSED) .�` ? \ \ y,s, 3 '` \ CLEANOUT (TYP-) I GROUNDWATER OVERLAY DISTRICT` SIP 330 RULE APPLIES `. \ \ \ EXISTING META BU(LDIN �j� I . vi k r MAX IMPERVIOUS COVERAGE: 50%'-13132/26526 - 49.5iX)PROPOSED ," a \ \ \ / J .�I.,,:�,�-�I�_I._�,�'I1,�",I-,,,I,I,,.'III,-:_'_,1,,1%'I,­,-",1­iI;-,-,".'I,.:'.:,.,,-.�I,.�-.,1�I_�t",.,I"�Xt,-4�I��:-I-IA I-I��I-,_,..,1S,i.�!,0��rt_,;1I-I sI.,I"I.,1.I��,`I�7,,-�-I.,I/.I1I-�,..-It�;II�­,�,�,7_.,�,III-��1_I,�,I,I-�_-t(.,",�1,"-I'I 1 0:,0�I,1,�1,.,i-`­:�,",-,.-�I�,1�-�II�,�-�`.1�,',:�.'�;.:.�,�,I-I�,�.-O,�:���I"�"0-,'-,:I.,I,,j1,.�.1 1 j,��I-".,�I�m j_-.I�I I�IuI�,�.<.,�:,X_,I�,.­-�tII,6,u1,,­�.�I"­"4:,I­�.1;:­,,�,­:.0,.�I-tI II_­�,"�,�,...��.-,,,I".I,.",I1�"�'1,:1,1..�II'.:�_I",I.`,,,�I,�-�I I."'"II-,..I­.I:.;"�.I,I�:,"1.-�-`-I,z,t�",;t_�'I,��.It \ \ \ o� �- ; MIN. 30% NATURAL STATE 9300/26526 35X PROPOSED T \ \ 1S \ + / j\ 35,1 Q �DRYW> \ FL©ODZQh*E: C BARNSTABLE PANEL 'S ) �'`,>i� Lj s a - �? �' `\ ��_ \ , / ' 0 ,cow • �a�` � I EXISTING USE: PLACE OF BUSES (SIGN CO), RESIDE3v*C1;,S u � ``�� \\ E ST '° ' / �:VA �/ �C, \ ti �6 1 (REBID LACES REMOVED) o coo' / ' 17 , � ii \/ 37,1 I PROPOSED USE: OFFICE/PLACE OF BUSINESS FOR TRADESMEN, STORAGE' USE �? , '' / / '" 4,Q bra' $ -� 8.3,3 'i 'l , # ( i /3.0 // / / •' ,.� / INV. 33.02 -, AS i - PA-RKIIvG CALCULATIONS: / y\ / 1 O 1500 GA. OFFICE USE: 2656 SF OFFICE (1/200SF + 2 5£P,ENT.= 15.33 SPACES REQ. \ / / ��hQv ?I PROP SED B ILDING I© SEPTIIC TANK WAREHOLiSING/STORAGE: 2878 SF(1/700 sF) - 4.11 SPACES REQ. ""�+ \\ n / // L C . I _ .- .-) �. "" 5544 SF / -� 20 5F'ACES REQ. ```4 �pr�,'.a / N/F GELO GR S# �; �r�'r �� a PB 55Fi PG 50 '` r 6�r : / ", ' ` �$7 a `a' _ SLAB EL. 37.0 t %'� O� o / ^ V , J > ° 2 , ^� LOT 20 SPACES Pfi�©V1DED (5 INSIDE BLDG., $ z .. / . v ; us .r / , / i t / U• / 5 \ 521 CMP: 1 NCP SPACE REQUIRED: 1 VAN SPACE PROVIDED D Q� "' / p S , �,� t ¢ 1 / Fl1R. / / v O % r OX (O,S09 AC.f) �, S / aIH� LOT A I, J>- ,© �� �3� V °kv 11 F 1 / N/F MARCIA FINE 3� \ ' , s ue; / � , L / 7�, /, .�� �� ii" � � � Q- #LAG v! /. �,d I/ / -Ir `ti SYs(Em / - I _ r ? ' / 3 rd�+/ �p gyp ,, 0- UTiL.ITY�,)''fl _� - Y �9 l "l - �I 1i HOUSE .. \ 2 \ Rb AeT ( PROPOSE 3 PAVED / \r / / �r C PARKING k LO,ADING AREA PR_JPQSL) P�Ry1 n 4 628 �' 3 \ =}, 5�o� 0, HA CHEF A,R P '�'OSE� �,*z i �' y PERV QU' RI K UN ;` `� /�r� - n� �1r4::: ' 1 :. I / `E ETAI;L) C" �: HOUSE \/ O ! .o ' t �6 / PAVEF J, #146 �` /\ 35.3 �,� 9 tj p j0" /@4, �o \'/ 38,+� i G \k Fyn x c /\ r ry *.� .? 1 t I F ROGER & M LVI ,r CLA.RIC / ,.,.�.* �&-'SE�A�I.'T _ -, - .. _. -. _-. : �; ;_ r � r �;� . _.�_`. _ J „ Y .,., �: U1§PaER Al T.;Ct,,T. V, ' .'„, ..1,�/,F '• x �( :. sc ^�,� �^.- :':::� .- /' .�.. /. _ .. r� 3 a #�IL..if�A JS ,:, S t \/35,4 i ; k ? 198 St7iTi(I STREET \, , I ;/J EXISTING METAL ILDr;�'., \ 8 r ,., SOUTH YARMO1]TH,MA 02664 1 o o t1 , � _off E 1 TH O CON TI O PLAN \ , ",' �• , S � DB ,3254 PG 1 ti 80 f SCALE: 1"-40° PROP ! _ _ w \ r \ / Y , HcP� � .0 I LEGEND I ' tBM: CENTER CATCH BASIN . r \ 1 J .. "{ ELEVATION = 34.97 �' .. Sp _ PR6ES-, PERT. 1 - \, .1 r '4 M1;�� O ��\ GP,ASS_LI PAS � I 1 O STORM'>I �� .; \ ( p Q SEXIER M,kNHOIJ T- i ! \ RETENIII r Y< / � i O ~,, 1 I � AREA36 ? U. ''�0. , \ 3810 Io 1 �`Sa t`. _ , / / I \ vJ i LOT \ \ f a;` ��, O WAi ER GATE \ O / \ ) /� �S7 't ' E „ TN NjF , 'GEL 0 GRAS_ � I H 6 / rr3, JI ? i CATCH BASIN __ / \ I/� \\ �� D�CORATNE � / g.p. I � - - \ W OD �LACE / � � �5 PROPOSED CONTOUR , _. . . . 1 S� ,: IC!(1 T RAIL \ 38A 1.9 __ o a -w u_: ,. ... _;, �A� P.T..:_8X GUA ,DRA.L 4`\ M ' , - ;-- EX#STI . CO 3TOUR 4 / _. 0 y/Aga \ �j / f H CD CAI j y / \ 1 v} / TH4 / k-? I I ob UTILITY POLE < < II 0 *� u �1I - - p " O ��=`` LET A \ - I GRouND LIGffT _. z 1 `- 0-1 /1 Y N/F MA,RCIA FINE y_ B \ / � � `"� / . 37.5 (3 BUILDING LIGHT OR U 0I L'j 0 '' / O. ! \\ / / PROPOSED POLE LIGHT U3 `-� Q 1 I', /Jf) y 20' b+AX. HT. l,J a� )C/) . / 'A` '� / \ l is Q u l V J g 1 I \ \ � TI-; ''r I FREE STANDING STUN - - -_ I - r t r' n I R \ �� �p 1' / �yy CESSPOOL I 1, THE LOCATION CI• EXISTING- UNDERGROUND UTILITIES SHO`x+1N ON THIS PLAN I',S 7. ALL SEPTIC PIPING 4"0 SCE{--40 PVC UNLESS NOTED. 3 / \•' qn "N ON THIS SITE, THE EXCAVATING / V I {REMi;bE) I APPROX;MATE. PRIOR TO ANY EXCAVATIU a KPI i \ ! 'o. CONTRACTOR SHALL MAC E THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE 8. EOM, ONENTS NOT TO BE B LED OR CONCEAL ED W#THOU7 INSPECTION BY BOARD OF }IEALIH AND PERMISSION OBTAINED / f; (1' 888-3�r {° `' PIAVE CABLE, PIPE OR �� ' FROM BOARD OF HEALTH, /T�'15 q \ t n L 72331 A��u A�;Y OII-#ER UTiUTIE5 1�1iICH MA, .'t �' �. � , t ! GUY 14'1RE � C7 IN 71~E CONS?rUCTc>N AREA FOR VERIFICATION OF LOCATIONS. �� , 9. ALL STORM WATER RUNOFF TO By` R_7AINE? ON SITE, �Y D m :> / I t, 2, ALQLICONS UCIICN; VATEMALS, COYP.,NENTS, AND METHODS EMPLOYED ON THIS v Ova / �� PROJECT WORK SHALL ic0NFOR # TO iHc TO E! OF 6AR' STAB_ 5U8D'biS'ON BEGS. i VAN RS. of \ I O C 10. COORDINATE UTILITf INSTALU>,.ONS WSiH A, PROPRIA E _. DO � " ) c19 V A-D, AREA DRAIN • 01 A MSU TS DEPA NT OF PUB:L?C WOR S STANI3A.r2D / "� 4 I c , a.., 11. ALL LIGI TINS SPALL CONFORM 'IRO ZONING ORDINANCE I � ,4 ! SFECIFIL'ATiGj;S FO+R BRIDGES AND HIGHW,:S AS AMEND+EIl TO PRESENT. \ I ,- " I a I ALL SEPTC Yl'CR ADD MIATERIA,LS TO CGNF^Rt TGM1 310 CMR 15.00 TITLE 5_ 12. ALL USES ON SITE TO CONFC'PM TO WP OVERLAY DISTRICT REGULATIONS. z A � P-- 1 V '' AND 6ARNSTABLE HEALTH REG�3L4,TIONS �� I: 1 - �y- ir 13. REMOVE ALL EXISTING SEPT;f, COWPONENTS PEP, TITLE 5 SPECS. T 6 i OO�J ; 11 N/F '� "ra [ '�'` TEST' HOLE , m C 3. VER7iCL DATUM ISSU>ViE 3, k+U"9C?PPE +'A.TE IS Al��Lt1DLE. \ ,t . C r5 \ \ ` i � 1, G, +t r C'ING „ I 14. NO S7`ORAGE OF• HAZARDOUS MATERIALS IS PERMITTED ON- SITE. �! i + i CESI LOA FOK y_L PRECAST U�,TS _ _ E- TG BE AAS�O-H23 UNLESS NOTED. r N' ! ', ` r , 15. NO OUTS#DE STO4AG�_IS PER,��� EO W(#`FiQUT SITE PLA,t REV�� APPROVAL. � GAS GATE ''`� Eu� C7 r - >• I 5, THIS PLAN IS FOR PROPOSED 43GRK ONLY AND IS NOT TO L GPI 16. BUILDING LEASES TO 1RENTII>' RESTRICTED USES. �' 1$ _ K� # ., E3E USED �GR PR -RTY UtiE STAKING. 3 ) P i� - 6. 6" LOAM, AND SEED ALL DISTURBED AREAS NOT PAVED, M6.03.0 SEED, 17. ONLY USES ALLOWED AS -0F R f, a IN WP ARE ALLOWED- WITHOUT SPECIAL PERPIT. v . � It s fo 4 EXISTING TREE -I � 0 L �-' w C4 Lul 0 � , PRCPQSED: SHRUB , u ST L ?.� SCALE: 1"=20' PROPOSED 3 CA:`PER' ,: i I - 20 ; 0 20 40 60 Feet PAR}t3.NG/BUFFER`;TREE.:. ._ -, t =`` ! ' :PROPOSED"LEAG??;NG:``Pf! w } £ \` - / , Y WATER LN'F':: t Ii L: G. GAS' LINE iI SHEET 1 OF 2 00-139 B , - __ _ -------- _ - - - - ___ _ - --- -- - _ - -- - - - - -- - - _ __ ____ - - - .. _ i I I" -- ----------� SEPTIC SYSTEM DESIGN DATA o H-20 RATED F&C 330 RULE: 0.6089S3 ACRES(330)= 201 GPD DESIGN FLOW ALLOWED. (� LeBAON LB260-3a��H-20 OR EQUAL TTTLE 5 FLOW: F°c MAN ---- MANHOLE E D COVERS c 9 a P � 15LL �o_(� �t �€l Ara U DESIGN FLOW: 2656 SF EfCFRCE USE (fSGPD/1d00Sr7 2Qd GPD DES9 ply FLOW 2 'CAST IRON COVER 2575 SF STORAGE USE NO STORAGE FLOW E DISPOSALS ALLOWED LIJ (J 5544 SF NO GA,R'BAG � `SLAB EL 37.0 H-20 CONC. COVER N-20, 24"H-20 CAST IRON COVER rn °a" rCR TCT BLOCKS OR FINISHED SEPTIC TANK: 200 GPD (200%) - 400 GALLON REQ. (1500 GAL wN) j I �_ • 6 R L TO GRADE --- -��--`- -- ----- PRECAST RISERS �u L USE 1500 GALLON 20 SEPPC TANK � v AS INDICATED _ 6- BLOCK' UP D-r OX, 24%D. RISER FILTER FA3R1C SLOF E "� R1IN USE Cl LATER CLASS 1 SOILS FOR LEACHING P.A E6� (� TO G .,7E, MORTAR ALL COMPONENTS OVER STONE 2 I D. �-20 _ LEk.CHtNG: 200 GPD/0.74 GPD/SF -270 SF LEACH'NG AREA REQUIRED. t _ -- USE 2 Be5'X4.B3'X 2'EF F. DEPTH LEACHING GAt LEA d!/ 1.5' STONE o c� PR AST H-20 ( Lt1 RISERS TYP. SIDS AND 1.6° AT ENDS (20.19' X 7,83' GALL DIIEhSIONS) n GPD 2'0 OM83 II�V'S EL.32_.2 MORTAR ALL TOP OF CONCRETE EL 33.2 BQTTGI.fi CAPAYTTY - 20.19•X 7.83' 158 SF X 0.74 - GPD 117 ?0 gp 'gr� F� 22 StDEWA€._L 2(20.19 F7.f3) X 2.0- 172 SF 270 SF X 0,74 200 GPD O.K. I: 34.5 - , �' O �.l �a ". .. w �-ss. {-y •�� o o e °ooa"o"o � .:•. ( I . i• _-C� \1.-.. °O°Oa0°o O�O°D°p fan 5_"e. -.,-...._- • TEE TEE o E -- ___ \ t 000°0000 ou Do oc,o�,„x rs«, , ,a,d; c,_;'• c 'a,.:, .,, o o o o c'oG �.k-.-"'�3 --F e w(a(/. �6.Q.'O,. O G3 O o o'° o �000co0ovd4 a.�3, .. ii..� 8-s !f` '. � Y ._�.'. •'�oc`,00Dp^o °oboo°op -- - i L�•J_�_-_ --f----_ -�`�" P�°o-°z,-.''�.tL^n?n^� r` - -:�'> -- spa', �_ -'` �z�w§.'' �c �`''`'='# � fti ; 1500 GAL rI-20 p_,r �;�:, c' � oop o00 0000 ° a- D ', a ° 000000 ' L1tLDING SET t - O O O O O O O 81 4"�SCH�-G E§ s4E12, r-•�'- T .- � k"C�SCt`-ifi-G PAC. •'� c> o O o o n 7 AT 1� Daoo°pow °oDeoonG ° i� �x=-�� O O © O O O C D~ �� Jti"!4C IA"vK ,SAS SAF"s LE A © 6 6 O E? O O 4'o?CH -G Pii`C TO SEPTIC TANK AT L9• t.46N. 4' I.IQ, LEVEL PIPES LEVEL 1ST 2' 32.44 72.27 H-20 500 GAL. Lr.AChRNG C5'" t";DER BY ACME PRECAST OR EQUAL. OR SHEA. CO'JC. PRODUCTS Dtif WELL 5Qf0 GAL H-20 t -z^r `c 9 2- >, r 1 ` 7 f�?gi x's- I O Ei3� ------- ^' Tz3 GRAM, 4"--1-1 2" DOUBLE 'WASHED .7.O, (2 � CCMPar-tION fP, AC'AE DB5 H-20 OR EQUAL 3/ / "JE 1.5' IdN. 6 MIN.SUMP AT SIDES AND 1.60' AT ENDS OF PRECAST STPUCPJRES 6.5' - OVERAI! DIMENS104S TO OUTSIDE OF STONE: 20,19' X 7.83' C�) P RI _)r I L. APPROX. SCA)LE: 1/4" = 1'-O" EL, 224` BOTTOM TH'S NO 5GROUr"dD'WATER FOUND �-- 3"CALIPER 9� PARKING/BUFFER TREE iVl H-20 RATED F&C >, > LeSARON LB268-3 H-20 CAR EQUAL VA(HOLE FRAME AND COVERS LABELED "DRAIN BUILDING DOWNSPOUTS 6" LOAM &. SEED 6" LOAM SEED DISTURBED AREAS DRILL (2 1`0 HOLES IN COVER � � b 0. 03 1�O , ( '•) Ail- D[SITIRBE FAS AR fTY?„) f �_ 12'X3' CkPE COD BERM c - - : ED 4 EQr• ., a � CLEAF�O - -~� 1 TOPCOAT MASS DPW TO GRADE / ADJUSTIN BLOiKSfH-')r,, RISER s TYPE {1 �fj r �, e F --_"_ MORTAR ALL gOPPONIENTS 2` S-DER . I'm48 E SIr: 12 „A p o D a a o a a u Y ARR!14 n T'"tsTm_` WIRE ` ✓ 6"OSCT - 0 PVC AT 2% N,N. (TYP.) v M .,4'OOr ! AiNS TOP S T PU r' CTLRE E r EL 33.0 d y (TYP,) .9c 0 boo°e aa°as000 E a L *h l$` '>i''aix eea�oDFODGyo DQo° - .>f r fie.`'-' ppooUc000 2' PROCESSED GRAVEL t' 3 STAKES E?I LLY ,ACID A ND TRICE 2 1 2 X2 1 200 M`l W V-1.03.1 VIS. ROLLER COMPACTED ' 1 DOG. o D'"y , aoQo �Doo 4" I�tfN. PEASTONE SPAC s V. 0' Fr`Q 6"�5CH40 ROOF DRAIN � ��°o°000°; D�GVDa°o° .AND R9lR.AFI 140NS TO ROOF DRAINS 2% MIN. °°° �° 6'-Fi Y, 8'o °000°o � REMOVE TOP � SUBSOIL 'o�oa00000O 0000°000 FABRIC OVER STONE ` /k S74,CS MIME':' AT E+c6QD J,00000 cp H-20 I ,00000000 �` f' I�tkM `1dLR:TF.. R"�119i WRE 1000 GAL_. 00000G000 NOTE REMOVE KN'Y FROST SUSCEPTIBLE hAvAI'ERtAI [! f WN 4`-D' D��� 0000°°°°° TO A DEPTH OF 36' BELOW FNISHED GRADE. FOOG D GOB LEACIlPIT ,°O°O°G°OD SHORE`f RI EQUAL O°O°pOODp00 REPLACE WITH NON FROST SUSCEPTIBLE MATERIAL 1'_4• WN 3' DEEP 5k1 ER 00000papo _ Gaa000Dpa (LESS THAN 10% DRY WEIGHT PASSING f 200 SIEVc) " Io°o °°° d o°o°o°o DOTE: COMPACT ALL FILL IN 6" LIFTS TO 95% MOD. .� ooD000aao E ooapoJ000 /��.�h iA °pG PR VF.rt4lR ✓E'M.:b, SITY WITH VBRATORY ROLLER CuMP CTER. NOT TO ' " .. N ' SC.A r' ON Tw DOUBLE WASHED STONE / _.� �.. � - � � � F�€� NOT 4 TO SOLE MIN. AROUND PIT r)" ; wE. PIT _ r A l N E TI N Rf NOT TO SCALE 1 12' 12" VARIES PLA 4 NON-WOVEN FILTER T E E - N_�_. DETAIL- ING rn - -m-• TAPROCK f FABRIC UNDER STONE ON SLOPED PORTION. 8D00 PSI UNI ECO-STOIwE SEC I ION A-A N.T.S. (M RA, I 1 EONS) ASTM C-936 CONCRETE UNIT PAVERS ! PERMEABLE BRICK PAVERS OR EQUAL � t '. APRON °o °o°®OQobQ� °0$ao0 1" PEASTONE MIX ED 50 j5D W?ITI� COARSE SAND BELOW BLOCKS,S, AND I- ° 0 0 o a a a o SPREAD COARSE SAJND PEASTONE MIX BETWEEN FINISHED BLOCKS. < 0 EXTEND 6" @ DPW M1.03.1' "B, ROLLER COMPACTED SECTION VIEW N.T.S. ' 12' PROCESSED GRAVEL ('59 MAX. PASSING #2QO) 6" LOAM & SEED ALL DISTURBED AREAS REMOVE TOP & SUBSOIL COMPACT SUBBASE (TYP•) O vN O = EXCAVATE TO LINE & GRADE SHOWN ON PLAN 8"X8"PT NOTE: ALL FILL TO BE CLEAN SAND & GRAVEL Q Q CD WOODEN COMPACT IN 6" LIFTS TO 95% MODInED PROCTOR DENSITY IM GIIARORAIL WITH VIBRATORY ROLLER. = O RIM EL. BRICK PAVERSECTION LIJ LT] O� " LOAM & SEED DISTURBED AREAS (TYP,) `I-20 RATED ALONG EDGE j: D F&G RETENTION AREA Le3ARON H-20 OR EQUAL I- W � NOT TO SCALE TH1 SOIL EYALUATOI2: MICHAEL S. FARIA SE TH2 SOIL EVALUATOR: MICHAEL S. FARlA SE Q 6" LOAM & HYDROSEED D Q I BOH: DONNA MdORANDI, RS BOH: DONNA MIORANDI, RS (r = U O r r, OATS: 7R 18 OUOf; INC. DATE: 7R B 000 INC. j Q U EI) O 3' EL 36.0 0" A HORIZON 0" �- 38.0 O/A HORIZON 1 SANDY LOAM SANDY LOAM -_ 3 3 10YR 5/3 12' 10YR 5/3 14" B HORIZON B HORIZON ADJUSTING BLOCKS/H-20 RISER TOP STRUCTURE EL32.0 TOP STRUCTURE EL32.0 6" LOAMY SAND LOAMY SAND 5" 10YR `i/B 10YR 5/6 MORTAR ALL COMPONENTS - -- co r/z lovoogo _ - EL. 34.024" EL. 35.530 000000000 O O {{ 4" MIN. PEASTONE °°°°°° . . INV. 31 4" MIN. PEASTONE - p T:�? °DODOD OD° D O O-O ...-..... OD°O°D000 1 O O AND MIRAFI 14ONS °o°o°°°o° 5' X 6'0 S000D00000 000000000 *o o 0 0 0 5 X 6 9t °°°O°°°D° AND M RAFI 140NS O O O " O ool000000 �oO°00000*o 000°coo°o 0 0 o o O FABRIC OVER STONE ooD°o°DOD H-20 OD °D°D °°°°D°D°o H-20 to 00000gooD 0 00o 1 TOPCOAT MASS DPW W d SOLID H-20 °°a°°°°°° FABRIC OVER STONE 0 O v T`PE 11 � DDDD 000 12'1' HDPE o 000 2" BINDER 000000 °po°o°Doo 100G GAL. 000°°Do°D 0000o Sfl0 GAL. nu 000 oc:ooG ° 0000 '7 - °°°°°°°0° 'D0° 0000.. ADS N-`"•52 OR EQ. °°°°°°°°° DDDDOO DDO 0 0 *oDOO°0°°O LEACHPIT �D°D°D �'}O• + D°G°D°D°o D G D D O O O Vt o°o°a°aDD 'o°000°° o°o°o°000 LEACHPIT 0000°000° O 0 Cl HORIZON Cl HORIZON �Q o o o o SHOREY OR EQUAL *o D D D o 0 0 0 °o°o°o°o°. O O O -' °*0000°aoD° °o°D°o°o° °o°o°o°o° SHOREY OR EQUAL DDD oa000 0 0 0 0 o D o o G o o 0 0 0 0 0 0°0 0 0 O O �- COARSE SAND MEDIUM SAND ,,, 'Qi O �zz °°o°D°D°o �o°o°o°o°oi 0000°°°o°o °°,°O°D°a 00000 ,. 2.5Y 17/6 2.5Y 7/6 < � O Z o°o°000°° 'a°o°o°o°o C.B. TRAP o°o°o°a°o u°o°o°o°° O O O • s"a W INVO O O O O O O - Qi 0 0 0 0 o 0 0 0 0 0 0 0 °o°o°o°o° I O O O O O O O O O O o D D D o D D o ago 12»0 HOPE PIPE D o o D D 0 0 O. O O O O O O 0 STRATIFIED SAND STRATIFIED SAND Z_ +� li 0 o..;O;. �OaQOQ000QO(,yo oa000°o Ooo ° o 0 0 0 V OOOOC-0000 -O VO`O`O`O"O`O`O`O`O`O'"D Dom. 2 Hvfio" ELBOW OpO pO p°p° 000°O'°006' -i- O�OOO OOOO�OOO OO OO OO I O D f,D00°O O p 0 0 O_O_O D O D O ° O"O D O O O D D `�` O O O D O O"O O°° 0 0 0 0 00000°000°000 1 . O O O G D O O O O O O D O 0 0 0 0 0 0 0 0 0 0 O O 0 O O O Q i I 0 0 0 d • a 0 0 0 0 0 0 0 Cl PERC RATE: <2MIN/IN. Cl PERO RATE: <2MtN/I Q 3j4" - 1 1j2" 3/4" 1 1/2" O O O O O O O O • O O 4 0 0 0 0 0 0 0 12 PROCESSED GRAVEL 00000 00000000000000 MDPW M1.03.1 VIB. ROLLER COMPACTED o- Z DOUBLE WASHED STONE DOUBLE WASHED STONE /� COMPA TED 00000 .' a . 00000000000000 ! " w r-a 4' MIN. AROUND PIT 4' MIN. AROUND PIT i 0 0 o O O O 0 0 O EL, 24.0 144 EL. 25.0 156" � O � W O GRAVEL M1103.1 O O O , 0 0 0 0 0 0 0 ` & 6' UNDER PIT & 6" UNDER PIT o O O o 0 0 0 O 0 NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED �.. 4, 00000 A , 00000000000000 '-'' RETENTION BASIN CROSSSECTION °o�°� ` • � "- TEST H ® 0 O o a o 0 000000000000 OD00 CEMENT CONCRETE 2DOO PSI MIN. SECTION VIEW N.T.S. 0000000000000 000 IF CURBING SET IN EXISTING PAVEMENT. 00000000000000 O CUT NEAT LINE 6" FROM CURB LINE AND REMOVE a 00000000000000000 BINDER, BASE AND STONE. REPLACE 0 0-0„0-0,.,00„0 WITH CEMENT CONCRETE " VERTICAL GTR,AN. CURBIT G 5 X 18 fERTI L TE N I N � ALE . . 07 TOC i .: ... ." .. • :.:. .. " is - ..- ;,,y • a " _ SHEET, L 3 ; ... , .- .. ::.. ,... .. .... .a.. ry rn :-i+m ++Yi,.•iwss.�1.+1' -ta�'�.'�:..F �s:Na,nrtxma .a..et�amwM.Sk^.`wY.x mt•£N*.trvn¢tvma. a0.wm"¢tnm>W,wmu•mx:rama.. w a�mwxawx+..^A541ePM+ew'tanrs .�nca•�-aYn>a -maw. , , ,,.' '- :. :._- __- ... .. .- .saw �ttdim.._fimmxrek::vwNa�r&.e..*.•9xs_rerwe„ea-_FNIRa+tbn"fr+e�5 w' xs.2W- .:.. ... .... .. . e.�,rr...a+can•e=a•.++s.-®scu.-u-.urw> , .. ...:. ^�.^vrv_xrvr:-xeasrm. e•�^.-^vamva.t:...-rta�<nPmu+sv+.ar�z�rx.vev2�aw.,.�weu..^e1.na.rAa..ra.w. sv:c+m<+sv�n m+�aMzsivaxmu'aarcu'a:taaav*..rm.'•&e<r«:s.+vw,*+�Y'.Y .!ensrbvraa .,dzrzr+w.anna�.�xv ,