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HomeMy WebLinkAbout1060 FALMOUTH ROAD/RTE 28 - Health 1060 FALMOUTH ROAI) Centerville A = 250 — 023 — XO1 , v ^� j 1 SMEAD No.53LOR UPC 12543 smead.com • Made in USA ` ' No. � ✓/� 40 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Application for Disposal *pstrm Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) .0omplete System ❑Individual Components Location Address or Lot No. 10Coo ��i� ���1, 2.� Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Oo,3 xQ t e=���•\le G�.�dzn.r Installer's Name,Address,and Tel.No. PC" eo�m n,o Designer's Name,Address,and Tel.No. h0�r}Iw 12� nen 3gmv.s - 3S-ro Type of Building: �o� 3 9 -Q y?y I^•o.21.L� Dwelling No.of Bedrooms 0 // Lot Size 2., g g Garbage Grinder( ) Other Type of Building W 0 O� /rjov64". No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) �� gpd Design flow provided gpd t Plan Date 1 O �2 I Number of sheets Revision Date Title Size of Septic Tank 3 a vo Q I Type of S.A.S. g —'� q U,\ Description of Soil 4C G 2 Lam,,�S� Q�j y., ature f.$epetirCor Alterations(Answer when applicable) �.J S v S y-\ -I-,oA k + lf'v C P 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 and not to P lace the system in operation until a Certificate of P Compliance has been issued by this Board of He r- Sign Date -S h 7- Application Approved by Date Application Disapproved by Date for the following reasons Permit No. ( ��- .�-J 1Y0 Date Issued No.r71) / C= / / Fee 15 a THE COMMONWEALTH OF MASSACHUSETTS. "En"teredincomputer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZIpplicatlon for -Misposal stem Construction hermit Application for a Permit to Construct Repair Upgrade Abandon [Xoom lete System Individual Components PP ( ) P ( ) Pg ( ) ( ) L�"t= P Y ❑ P Location Address or Lot No. (p Epp JGG►�,, -•. .w Owner's Name,Address,and Tel.No. Cln�f\ram Assessor's Map/Parcel ocP 3 xQ f Installer's Name,Address,and Tel.No. iQa y (ate o;np Designer's Name,Address,and Tel.No. o ed ,. la�+voa C.^ NVt}�o PU z ;n � QPr -AA 3 f '~et r Mc �c�� y-Svsl- 3!6 Type of Building: 5-0,9` 3 9 S-4 y">y �„1..,.3 ! ,�r�L1 - Dwelling No.of Bedrooms © Lot Size Z, g 8 �- E Garbage Grinder( ) Other Type of Building \,J p®� �r�„�, No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 9 's—r' gpd Plan Date 1 O 1 2 i1 /i Number of sheets Co Revision Date Title Size of Septic Tank 3 O ®o qst E'Type of S..Ae i"s '''-*-N00 Description of Soil C 1 G Nature of RepairC or Alterations(Answer when applicable) �tp iM —/-b g< + /fte Sri P 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 and not to place the system in operation until a Certificate of N Compliance has been issued by this Board of He ) �� a. ,d f Si , 1 - Date S Z Application Approved by/N ,, Datejr ­5 c Application Disapproved by Date b for the following reasons Permit No. o/ �-� ,--J O Date Issued rj _. THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the nnOn-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded Kl' Abandoned( )--b""y /-1 No r� i"c��r i n q ,± C ea'�/ at IOC® 111110 k, 2� "� � has been constructed in accordance -;i I �f✓dated ri d i with the provisions of Title 5 and the for Disposal S:"ystam C nstruction Permit'No )( x;, Installer Nor ^01 Rv.� CTj �v '°fiDesigner ,-} s . C1 fj MN ' #bedrooms CD Approved des'_ flow S I gpd The issuance of this permit sh 11 of be c strued as a guarantee that the system will functio as d Date Inspector ---------------- - No. Fee THE COMMONWEALTH OF MASSACHUSETTS'' t s PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS r3isposal Opstem Construction 3permit Permission is hereby granted to Construct( t), Repair( ) Upgrade( Abandon( ) System located at o C0 3 / 0! Ake L� and as described in the above Appli Lion 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 jcompleted wit n three years of the date of this permit. Date i Approved by y l a f • i Town of Barnstable �tr r Regulatory Services Thomas F. Geiler, Director EL tN srAB Public Health Division 9 MA88. Thomas McKean,Director �EDMA�p 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: June 7, 2012 Sewage Permit# Assessor's Map/Parcel 250-23xo1 Installer & Designer Certification Form Designer: Holmes & McGrath, Inc. Installer: Address: 362 Gifford Street Address: Z,q Falmouth, MA 02540 /u P�p��r �tA ®L63q On / Nbl rA P6 ',m ,�-�c was issued a permit to install a (date) (instal er) septic system at 1060 Falmouth Road (Route 28) based on a design drawn by (address) Holmes & McGrath, In@. dated March 23, 2012 (designer) state I c•�=�+ 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. Stripout (if required) was inspected and the soils were found satisfactory. I s 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. Stripout (if required) was inspected and the soils were found satisfacto O',S k OF blgssq . 0 �b TIMOTHY M. yGN tall s ignature) SANTOS 0 No.45078 v CIVIL A Q G/STEp��\�a`�� (Des is Signature) (Affix N4 �f' mp 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 BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU.. gAoffice formsWesignercertification form.doc r IME ' � Town of Barnstable 200 Main Street,Hyannis,Massachusetts 02601 BARNSTABM 39. Regulatory Services Thomas F. Geiler, Director Building Division Tom Perry, Building Commissioner Phone(508)862-4679 Fax(508)862-4725 www.town.barnstable.ma.us March 28, 2012 Centerville Gardens, LLC c/o Attorney David Lawler 540 Main Street, Suite #8 Hyannis, MA 02601 RE: Site Plan Review# 030-11 Centerville Gardens, LLC 1060 Falmouth Road, 28 & 36 Wequaquet Lane, Hyannis/Centerville Map 250, Parcels 023 001 & 002; 024 and 027. Proposal: Raze existing building, construct 9,925 s.f. commercial building: 4,600 s.f. office use and 5,325 s.f. for dental office use. New septic,parking, drainage, landscaping, lighting and other site improvements proposed. Dear Attorney Lawler: Please be advised that the revised plans/proposal reviewed at the March 27, 2012 site plan review committee staff meeting were found to be approvable subject to the following: • Approval is based upon and must be substantially constructed in accordance with plans entitled "Centerville Gardens, LLC in Barnstable, MA", Scale 1"=20', 6 Sheets, dated November 21, 2011 with final revisions March 23, 2012 prepared for Centerville Gardens, LLC by Holmes and McGrath, Inc., Falmouth, MA and associated Storm Water Management Report last revised March 22, 2012; Landscape Plan "Centerville Gardens, 1060 Falmouth Road" dated February 22, 2012 with final revision March 22, 2012 prepared for Keller Associates, Inc.Osterville, by BSC Group, Worcester, MA; Fire Truck Turning Template Plan prepared for Steve Mele at 1060 Falmouth Road, Hyannis dated December 14, 2011, last revised March 23, 2012; and photometric plan by LSI Industries prepared for Centerville Gardens dated March 22, 2012. • Proposed Title V flows as depicted on Sheet 4 of 6 of the above site plan limits the dental office use to three(3) dentists only. • Per Health Department requirements, a Planning Board filing combining Lot 2A with Parcel B is required. • An amalgam recovery plan must be filed with the Health Department. —_ - - ------------------ - • Updated floor plans depicting adjusted square footage between the office/dentist office uses are requested. �, I • Total building square footage shall be limited to one story without a mezzanine. • Due to the total square footage that is close to the Cape Cod Commission DRI mandatory threshold of 10,000 s.f., a certified as-built plan with total square footage calculated by using outside measurements will need to be provided to confirm compliance. • All COMM Water District requirements will need to be meta • Per Deputy Chief Dean Melanson,'Fire Department Connection (FDC) location shall be at the front of the building on the west corner with plantings to be adjusted accordingly. • With the exception of storage for grounds maintenance equipment, outside storage shall not be allowed. • A landscape plan depicting replanting of temporary access drive and surrounding areas, to be completed post-construction, must be submitted and approved. • Permits to remove abandoned septic systems at 36 Wequaquet Lane and 1060 Falmouth Road will need to be obtained from the Health Department. • Applicant must obtain all other applicable permits, licenses and approvals as required including, but not limited to, a conditional use special permit for dental/medical office use in the Highway Business District from the Zoning Board of Appeals. • In the event that changes are made to the approved plan while before the Zoning Board of Appeals, a final plan depicting all conditions of the Zoning Board of Appeals must be submitted to the Site Plan Review file. Upon completion of all work, a registered engineer or land surveyor shall submit a letter of certification, made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan (Zoning Section 240-105 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy. A copy of the approved site plans will be retained on file. Sincerely, G� Ellen M. Swiniarski Site Plan/Regulatory Review Coordinator CC: Tom Perry, Building Commissioner SPR File ZBA File Health Department Hyannis Fire Department COMM Water District BOOK�.PAGEs�L o �a%"w uamoreer=aru � i::;;;: sRcoe � -'•'m aco�mroio�Eos � ®� "n•.A a wore $ „Nwa...w - eas w PARCEL 8 w. 1M vq stl aM:amA.m N m.e 1V � Nan,.so■asEUTn ne a,- j' LOT 2 LOT r n LOT 2A mAr�'9rSLtic /� zeei�at`s ���."'mS1.L9'.Y�'re �b°`b1e1 / e` Naune uo srowATN,wD. » � iO` it �b .sam o�N���rm.. rxxeN smmsa 2�95QSpi'4 NU101t xee-x.RNi.sRmz.x• l�"'r'+� ,aw,.,w a zawa sasswcr:rmrwoiicn�or�rnaa�Arpu ogre oEsanvnaN REVISIONS PLAN OF LAND I'IlmAl®raR ""°"°• P"°9go m.m vo wo CENTERVILLE GARDENS II,LLC GRAPHIC eau Mrx.e BARNSTABLE ssA ROUTE 28 (FALMOUTH ROAD) scAsc:r•-wI DATE STATE.—AY(w MIoc) mp Gn mCWO k— W,sws uYOUTCN-5 IPM NO.-- - 1'I C / .1 \ BENCHMARK: RD-1 - / I TOP OF SPINDLE, - - HYDRANT 1742 - - - ZONING DISTRICT RD-1 N HB � � � � � ELEV. = 68.63 IRON PIPE / ZONING DISTRICT HB FOUND 3 SEPTIC SYSTEM ELEVATIONS: o _- DESIGN FIELD W / 3,000 GAL. SEPTIC TANK (INLET) 64.29 64.36 LOT 2A 4 3,00 GAL. SEPTIC TANK (OUTLET) 64.04 64.21 / 125,633f S.F. / D-BOX (INLET) 63.69 63.90 2.88t ACRES ALUMINUM SURVEY ROD D-BOX (OUTLET) 53.52 63.68 � SET 06-18-02 LEACHING CHAMBER (INVERT) 63.13 63.20 oLEACHING CHAMBER (BOTTOM) 61.13 61.2 k 00 Q O / - - O a g " / en pq i SEPTIC SYSTEM TIES O M -- "' o Al B i T / EXISTING BUILDING 3,500 GAL. SEPTIC TANK (INLET) 26.1' 136.0' UNDER CONSTRUCTION ! A2 B2 / CB WITH dh N F - (#1060) FOUND � 3,500 GAL. SEPTIC TANK (OUTLET) 33.2' 122.3' MAMMOTH ACQUISITION A3 B3 COMPANY, LLC D-BOX (CENTER) 59.2' 91.3' oa A4 B4 C A B N/F LEACHING FIELD CORNER #1 42.8' 112.8' °ao I . I DONALD J. COREY JR. A5 B5 j�o2 N� of O-BOX OBSERVAT/ON PORT LEACHING FIELD CORNER #2 53.0' 117.1' (TYPICAL OF 2) 3 A6 86 a 42.7' 1 k� "j 3 Q�s --------� - 2 0/-,7 LEACHING FIELD CORNER #3 114.6' 54.4' j ,8 9 ^ 1 rnrnro A7 B7 / 5 I LEACHING FIELD CORNER #4 110.4' 44.8' 6����, 5j 1, A8 B8 I LEACHING CHAMBERS OBSERVATION PORT #1 55.4' 104.5' (8-500 GALLON) o A9 B9 OBSERVATION PORT #2 99.6' 59.6' JOOO GALLON I i� I GRAPHIC SCALE / SEPTIC TANK AN OF h9AS N SURFACE VENT-140 20 0 40 S�cS s G MOTHY M. J A ANTO co A pX ( IN FEET ) ? <N 1 inch = 40 ft. m A FF S�isTE��o��'` a /ONA� `N A z' A AS- 1LT PLAN I SAS `�' PREPARED FOR 204.95' 1 523.54' TO MHB ALUMINUM •� N89'07'30"W ALUMINUM C E N TE R VI L L E GARDEN, L L C SURVEY ROD FOUND SURVEY ROD MHB WITH LEAD PLUG I ` FOUND IN \ CENTERVILLE/HYANNIS BARNSTABLE MA EDGE OF PAVEMENT SCALE: 1" = 40' D.ATE: JUNE 7, 2012 ROUTE 28 (FALMOUTH ROAD) holmes and mcgrath, inc. civil engineers and land surveyors 362 gifford street (508) 548-3564(PHONE) Falmouth, ma. 02540 (508) 548-9672(Fax) 7 -7- _7_71 P NOTE, �LREA A.REA OF' DiSTURRANICIE 3 vo W11 CB WITH DISC 1/8-(MIN.) METAL CONNECTOR CAPLE FOUND P LE/_� 41 - HEAVY—DU TY PWYPROPYLENE CAB SBVN IN 4 3 5 ALUMINUM SURVEY ROD THE TOP AND 13070M OF THE SILT FABRIC AS SET 06-18--02 SHOWN. SEE DETAIL "A" FOR AFFIXING, TOP 'CA LE TO EVERZY9 OTHER SILT FENCE POST. SILT FENCE FAR—RIC 0) INDUSTRIAL SUPPORT NE-1-l"ING 2"x2"x4'-6" wv OAK POST SILT FENCE POST N/F PAUL D. COOPER IN x _N11 A LOT 22 EXISIING GRADE SILT FABRIC AND LOOP N/F MECH171 LE M. KELLY 4 CABLE OVER POST cz 'D f�- wm APPROXIMATE LOCATION 4 SILT FENCE F&RRIC T OF EXIST11ING 2_' GAS LINIF APPROXIMATE LOCATION aE OF EXISTING 6" 'AATER MAIN P OLE #2 66 CB WTH dh L Ile, FOUND wr.Y 6"N X 4" 4LUMINUM SUR D`-, W J, SET 06-18-0�2 �5 v, J 7 Ill 04 7�, APPROXIMATE LOCA150H A Ci F EROS01,11 CON-1ir'%06 DEVICES. 0' EXISIIIINC ',01A-1�R MAW I V�iOROU`-`Lvi COMPACT EXC�ANATffD S011 &ACK 1NT0 THoE PRrNCH Ki�TER INSTALLAr-1:11N fc, 41,�,__ ;� 1)� 9. ILT FENCE FABRIC ��,FVZ NOT SE SLIT %Jr OAK CW POSTS FOR THE SILT FENCE SHX BE L11 ED ON 8 -0 A UP, LL 4 /_ ','q J 'L T F h�P-,J k A "'N R 4h , , k �vv 9.­j6 Q�140-%&, 4, A A No- T CALE V, _j EXISTING, POLF" T rO BE RLDWOVED J _" Do' 0 17 - POLE TOP OF SPINDLE, HYDRANT #1742 0�ERHEA D KIRES ELEV. 68.63 20' Mft HE REMO VED "I've or N, FILTER FABRIC MIRAFI 60OX 7 OR EQUAL L OCZA 770N OF CONS TRUC 77ON cbT EYWRANCE PROrECRON POLE USE ASIM C-33, SIZE NO. 2 OR 3, (SEE DE rA 2" CRUSHED STONE MIS M"ICT OR GRAVIEL M M' WaMOMMMM M w CP I PIPE DwirtleT N .01 Z "Ok SIL T FENCE TO BE REMO VED Q, POLE in cb5 0_1 EX1S77NG FENCE 9� (TYPICAI) #333/56C Al EXISTING POLE TI LO TO BE REMO VED N/F S/L T FENCE MAMMOTH ACQUISITION (TYP/CAL) MINIMUM COMPANY, LLC WINUM SURVEY ROD /J V7 ET 08-18-02 SE — GRAVEL SUAfACE 2� "INE FILTER FABN FYOSTING FENCE— LOT 65 AU a-AM SIL T PENCE BE REMOVED THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, (TYPICAL) N/F ROOTS, AND OTHER 091JECTIONABI-E MATERIAL THE GRAVEL SHALL BE POLE PLACED TO THE SPECIFIED DIMENSIONS. AS NOTED ABOVE. IVAI TO REMAIN Q /Ca 6gR MAIN EASEMENT A&M, UTILITY DONALD J. COREY JR. FOUND 7287 PAGE 80 - 82 (10 FT. ODE) IIHE ENI'RANCE SHALL BE MAIINITAINED IN A CONDITION WHICH WILL PREVENT v 'OWING OF SEDRAENIS ONTO PUBLIC RIGHT—OF—WAYS. THIS IPLACKING OR FL WILL REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDI11ONAL LOT 2A ;F LENGTH PS CONDITIONS DEMAND, AND REPAIR AND/OR CLEANOUT OF ANY L SEDIMENT SPI D DR PP M- HED ME-AiLIRES USED 'TO TRAP SEDI.MIENT. A-11 LLE 0 ED, W 125,633± S.F. 2.88± ACRES OR TRACKED OKO PUBUIC RIGHIT—CF—INAY MUST BE REMOVED IMMEDIATELY. 141 if AQUAMION SEE PLAN FOP, LOCAVION OF CONrl-RUCTiON ENTRAI EXISTING SEPTIC SYSTEM TO Cl IR 17< IKE,' IN 0 r"S.4 "I : /.7 BE ABANDONED IN—PLACE. LEACHING PIT SHALL BE PUMPE AND PROPERLY DISPOSE2_` OFF S17—EE DRY AND FILL WTH SAND. -r-TI ON PAWRS TO BE REMOVE 0 C_.I J. , r, FD EXISTING GAS SERMCE 1710NIS, RETAINflR'4G WALLS, SEPTIC SYSTEM AND "`0N4Zo L� 0 T' :�"'RU' ^__10N EKITDbK1 "-_%r-- SEPTIC TANK SHALL BE PUMPED 2. LIMIT OF WORK/SILT FENCE S11ALL BE MAINTAIN IN GOOD COND1110NS, s�,_;? f -,DRY AND COLAPSED IN—PLACE. NOT TO SCALE AT ALL '17IMES DURNG C0NSrRUC'rIWL '7EQUAQUET LANE. CONTRAICTOR' 3. CONSTRUC110N ACCESS SHALL 'BE FROM W EXIS TING TH LA LLJ!�1%10N 0"" GRAVE-L SHALL COORDINATE W1 ND OWNER FOR NSTAII GRA VEL SURFACE' EGINS. SURFACE BEFORE CONSTPUCTION SE., F-XIS77NG BUILDING TO BE RA ZED. / �c 6) Uni-353 011d ufli I thi­e at� the origin I di stamop of the Owe Pro'li'assiono; (2-'�neer. or Pr faspk*nd Lend Sumveyor respon PROPOSED cppecr Sk T FENCE .9 On this Mon: (A' no pers'on or persom Loi Indud, s c,y rnun;cipa! or other 67--_ public offidds, may rely upon the information contained her-aln; (Ind 'his pion ro-mom 8 the property of Holmes & cGrath, Inc.. L 3 '21 2 R OF WDRK ILT FENCE RLR,LAP EVISE LRAI STORY 17 k:f I 12`6�.CCH BUILDING POLE #333/AL DATE,, 1 DESCRIPTION DrawnChecked #1072 N�' 6 E' V I S 1 0 N S C� 6"CHERR\,' STONF- �T� L EXISTING CONDITIONS & DEMOLITION PLAN kv. IS ONE 'T 1P S' TE P L Ak 11, 1 - 4N"�",-X N , j -8 P1 : I C7Q \1 523.54' TO MHO _TKILE #57.3 S i ALUMINUM PREPARED FOR APPROXIMATE LOCA ROk)pr SURVEY ROD D ------C-Y1.Vfi1G_k_ §,44L WE FOUN MHB WITH LEAD PLUG FOUND CEN I ERVIUP' ARDL-N, LLU Lt V EDG OF PAVEMENT IN 7--7- T777 ,--- EXISTING STONE WA LS OF HYDRANT #1916 30 15 0 30 z 7Z7 N i E,R A L LE/H YA N. GRAPHIC SC-AIIE 77/7 B L LAPPROXIMATE LOCATION CE NIS' MA 301 U zol NOV. 2311 S C A LIE ILJ A T�' (FALMOU7H ROAD) GAIS VALVE AND METER I— ­­_ r ROUTE 28 inc. _Z 7 1' �- holmes and mcara,41:1 ET 65— IN FE 'T engineer 1 inch .30 ft. Civil s and Iona sury 'P H w"�j %J--p run r4% pz 3564' 113 POLE 362 gffford slreet 0 POLE #57 POLE 09R40 �50400 F—,4 Pj—0 9 'f F 4 X falmouth, POLE MHS WITH LEAD PLUG w LA M FOUND DRAWN' RLR, K'D: r 4 SC 11ML M\MEL.E\203116\2!1' EE 3 0 1'e m JOB NO. D W(N7. NO.: 8.2-11 -301-Il SHEET 3 0 FBENC�jMARIK. TOP OF SPINDLE, HYDRANTV 742 ELEV. 63 BOTTOM ELEV. 64.0 PROPOSED SEDIMENT FOREBAY- PRO POSED S E D I MV-NT FORESAY- --DETENTION BASIN (0/ BOTTOM ELEVATION = 64.00 BOTTOM ELEVAT01�1 64.00 -CATCH BASINS W/ SIDE SLOPES 11 SIDE SLOPIS -3:'l RIM AND PROPOSED RIM = 64.50 PROPOSE10 INVOUT 61.150 giRY BUILDING rolo I-ZIFI/ 64613' 14 x ZONING DISTRICT RD-1 x 675e x 65.6 BUILDING INVERT ,&V�,v 4-- PAW1110 wa amb SM11101 wa M ZONING REFER 70 PROF41-E DIS RICT RQ-1 ZONIRIG low Eff, 62- V__ zo N(G` DISTRICT 't ow X64,oly AU I V.- rchc Zwv J, eel POIE 011,rmR Ivar 5.5 0 -1 '1�1 i - I iL & .1­o I IS E D 4' x �DO V 12" ADS N- #333/56C 'PRC A D E-4- 1.- lf"Al I I 15 L.F, S=0�01� -509 GALLON GW,06ERS BERM OPEP"h'G RIM=66.0OL:, P VC PIP& Jc L.F' 1; a I " OF DOURLE AASRED CRUSHED E f- 0 l-7 1 11� Q D PROPOSED 4' WDE 0 Rk,Fg'R TO 01- 4 y i U it4ND 41' S70, E ALI AW- 0� (T"F CAI 01:1 19 BERM OPENING I Bra RIM=65.90 .............. ....... .... ....... ..... .................... .............. ....................... .............. 0-f 7- 65 3,000 GALLON 6' DIAM., 6' DEEP LEACHING SEP77C TANK PIT, WITH 4' CRUSHED STONE. 2 IN' IN 61.3$ 43WOPOSE-Do ----N COUPA R 7VEN r F 'S DF-?,AIN ro,4, EZE41 e) ,x -'rp M 7�= �,M 7, _z�w V­­ Vo ONI TORING POR T— V \X V_ (TYPICAL OF TWO,) r11 4672 670 J 617 0 .......... ............... ............ v ........... D-- A -F 4 , RESERI!Lf R A R LL 1z Or YnD. OF 4% Q4� L ———————————————————————— >T11 y ten PROPOSED 6,01 / / / \1 X'\, COMMERCIAL t�o CID THE CON7RACTOR SHALL EXCAVA7F 5 FT ALL ARC7UND BUILDING LEACHING FAcILIrY AND DOWN TO 7�T SAND LAYER (�LEV J FR OPOSED SUR FA CE VEEN T VA RIES REMO VE A L L UNSUI TA 8L E k.#A TERIA L A NO REPL A C F_ 9,925 s.f. _'---WATER MAIN EASEMENT �CA 77 r TE Xf TH OLEAN GRANULAR SAND COff"ORMING WTq 7HE LO 10A/ 20 OE, RVI)VFD FF=68.28 82 spmf-IcA 77oNs sE r f-oR N, IN J i o cuR 15-25.4-5 (J)� 1-HE F-ICZ.D. (SEF PLAN 140,50 ic5l, ­ % j BOOK 17287 PAGE 80 (10 FT. WIDE) br--.791. E THE CON7RACrOR SHALL CONTACT 7HE ENGINEER AN19 80A RD Of" HEA L 7H A GEN T PRIOR rO INS TA L L A R ON TO WI-NESS 7RE S77?IPOUT AND VERIFY THE PROPER' �RROPOSFD f_qEC77?i'0 CONNEcflolv EL E VA 77ON FOR THE REMO VED A ND REPL A CED SOIL 5 PROPOSED UNDERGROUND ELEOMIC SERVCES 7 J4 EP C LAY' UT 3,000 GALLON S 0 PROWSEV PROPOS,ED 2 SCALE. 1 10' SEP'll?'C" T AulK WA 7ER 5SER14CE 6,f 6! 2-AC'0 NA P A A CEN a T i fsf GAS SER WCES Af 9 -PROPOSEL) 6` FIRE IRS/?OCE 01 L REf F­' 70 01`7PIC A Y,,�J I;r DErAd ............. SEP 7 H),V RA N 7' F*2c ,72 01 MAXIMUM ALLOWABL.E FLOW 3,56 S ff,� 41.0 - F. X 3 0 9Pd I .. :�, 1, 125P6 S,F. 1 Ex 0 EM V (TITLE V SYSTE BARNSTABLE BYLa W) 951 gpd !4:1 "71; 7,7, k�Ab­, GA ' 90 PROPOSED -A CE VEN 7' P�S C A REA -PROPOS-Fir SURf PROPOSED OFFICE SPACE (4,600 S 19% 4o600 S.f. X `75j gpd 1,000 SJO 345 gpd -L---------- 8"x6" REOUCER I I INE L OCA 77ON TO BE DETERIM D ------- ON 7HE f'IELD (3 DEN11STS) 'I-,------ PROPOSED DEN11ST SPACIE DIPN"ISTS X 200 ,,�PROPQSED 8" D.I C. p.d .600. gpo 70 j , 6' DIAM., `DE�� �4` :215 L,F LEACHING Pqas.-�Itw _Z31 1 e� 0. 111 OPOSED FLOW 4' CRUSHED STONE. 'Nkx PR 345 + 600 945 gpd RIM=65.40 lb (310 CIVIR 15.203 �(3) % INV.IN 61.40 .5c PROPOSED 8 WATER GA TE 01 T 2A PARCEL B) 1205v633-4- &F. 65 TOTAL SITE AREA (L01 PpoposF.v r"' rFsr TAP Ilk, Ilk, 7-- FRO-A-'u,'5_0 8 TAPPING Kj� SLEEIIE CONNEC770AI \w C A T CH 8 A S I`)ROPOSED 8" 0.Z C.L. STING— '11���. -, X 1, �";�\\Tq+-12` ADS N-12 H)VRANT SEROCE j f % 41d ; ROM=64,29 10 L.F. S=0.01 A cim 46 5 X 5W NO ,me on the ol I EXISANC h -ginal (red) staimp of the POLE #733/AL Unless and unt-11 Suc responsible PrOfessbanal Eng nev r PrOfossioncl Land Sulrvc�-ar CATCH BAS,1N N appea-9,on this plan. M 6 4.2 A _7 R �A) no person or persons, luding cny rnuricipo or oUhrar H 6 7 public offlcials, may rely upon. tI'le Inkwrnation contained heri!r�; crld this- plan remahns the proporty of Holmes at I c PLANi-cb EARTH BERM\ kik- r h n PLANTED EARTH TR 1, L -4-sa , BERM �8" AK NG DRAINAGE REVISE PARKING LAYOUT. GRADH coo RI-R,LAC 3 J: i; Ir. i "­M "`r"­1!'cLPL?C CALCS U$SA,-------E-- SEPT11C v'.4 5 #2 > % 6- #1 v 64 6 REPOSE REAR STORMV4ATER SYSTEM RLR MBM 65.14 --TRIPLE 5.1 8" B!R � C 2 �/28 REASIONS PER SITE PLAN REVIEW MEETING LAC RLR ALUIJINUM DETEN 110N BASIN CATCH BASINS W/ ---65-- A6MINUM E L OCA11 TION All SURVF� ROD BOTTOM- ELE'�4 63.0 RIM AND GRATE, DATE DESCRIPTION Drawn hecked A PPROY,ZMA P 6' DIAM. 6' DEEP 16� PLASTI- -SURVEY 41 EnSUM -6 (GA,S FOUND RIM = 64.50 LEACHING PITS. WTH —c7— — --- — — — — R E V I S 1 0 N S 15.22 ----iNV.OUT 61-50- 4' CRUSHED STONE.- )N\ V.IN 61.401 .—GRADING,. DRAINAGE AND SEPTIC PLAN �A M,S,r,N,G G R PIG E lie EDGE OF AVEMENT 06_� rTrx f'.W V� D1 AN 65.20 SITE PROPOSED GAS CONN,60770N 17 PREPARED FOR 17- OF HYDRANT #1916 APPROXIMATE LOCATION 7 7- 7/7/7- 77- GARDENS, LLC 777 7-, 7// / / CENTFRVILI iN ROUTE 28 (FALMOUTH ROAD) CENMRMILLE/HYANN MA BARNSTABLE GPAPHIC Sr.','ALE 0, ' CALE. 1 20' UA i L: NOV. "1!, 2011 20 10 0 20 L I_. 7--i ;661, inc, cruratrh. holmas an d mc- Na 4�"-,�))7 POLE #57 civil anaincers and !and swrve� V ­ IN FEET yors "i, Vect 0508'� 548-3564 POLE I inch 20 362 Q! �W (PHONEE) flord s, POLE x\1 0 fahmcwth ma. 0254f '-AX) 0 5 4 8--9-6 72 Q DRAWN: RLR, LAC CHECKED: ET F_ Or-ad) u 0 DW �132--' -30H SH7T 4 OF 6 0 1"),sr"',d v"u" B NO 20-018 1 NO, ----------- --------- r D t H01 0- NO. 1 (P# 10902) MP OBSERV.Arl LE L ONER SOIL SOIL TEXTURE SOIL COLOR SOIL srqtpe oway ot o min. of 2% P IORIZON (Munsalf) MOT MING F%iu'M 'yeade, abom and 0djacent & g �vtem sholl DEPTi-4 ELM (USD,,*) MOM 4" dfam. cost Iron or Rd�edejl* 40 PVC pipe (Oght Mnts). 6 0 10' erb. distanco (slab ioundation to edge of leachipg r�vtsm) 0 _-M 5'go 61.8 8 SAM-20 Y L OAM 10 IR 518 10' m h4F C-87tonea 6016 LOAMY SAA0 10 YR 6/7 3-Rennovobla covers not 011 56 0 C, i' !UY SMID 7 5 YR 616 IVONE 25X GRA WL I --- ct folthsd grada. 70 Access Holes In Tank to . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FF 68.00 be 20" Ir Dinnister D-Box cover set f 12.83' at finished grade. 4.83' 4.0, 4.0' P"-V_a�_f svvevve DEEP OBSERVAMN H01 OG NO. 2 (P# 10902- SURFACE VENT PIPE PVC Nlm� 04 OTHER m -Filter. Fabric.or, 65 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . t Soft. rEXTUR_E S 0 1 L C Ok C.IR 4, Li*guld 4evel SOIL 2" layer of V to DEPTH ELEV� HORIZON (USDA) I'Munsall) 4' PW Elge J5 L.r s-ax s-�vrlev C, am i"In..... ... M-01MMM.-2 MAW) . J washed stone SOIL 0 "no cm Foundathon C3 T -sign L (3 O'i o n 5 e p t I ank 64.1 do FIL4 C3 U3 C3 F by othwe C3 C3 .0 113 1 23 -J* 161 a �S,I'M Y 10 A 14 1 16- n?- q--/a 'MMRort'W 00 Galion Chamber 60 -- . . . . . . . . . .. . . . . . . . J 10AMY 94fVZ9 10 M 6 12 x $tons io I of to 1 C� _720 5611.0 C2 A�Lr_PMJAY 3AA,-:.1_J 1 7-5 M, 61"6 407�J_�- Mr C,,?,4 W4 N H-20 douNe wavhed stone 0 E k, 47 ON around 500 gallon 10 L SIt ItIt charnber. 6" 1A OF' 0-nll C,0,;f1-1ACM0 SAN1,41.' ..,eptic Tank D-Box Fouinadcntion 19' 35' 39'­--__ Soll Absorption Systemu- N01 6V?C VIVO WA MAI _ENC,9b1h1 MMED rHE CON7RACrOR SHALL E)(CA VA TE 5 FT AIL AROUNI? 7Hr,_-_J Elia0:i53.5 . . . . . L LEA CRING FA CILITY AND DOON TO ME SAND LA YER, RT-4-0 W DEEEP ORSLERVAMN HOLE LOG NO. 3 (P# 113114) F YA 7 FRIA L A ND REP4 A CE HY n' CL EA N Bottom of test hole ALL UNSU17A GRANULAR SAND CONFORMING WTH 7HE SPE01RCA PFONS OTH 5EPT'r` PROR E SOIL SOIL TEEXTURE SOIL COLOR SOIL SETrORTH IN J10 CUR 15255 (3). "ll ISDA) 'Muneell) MOTTLING STM mum DEP M ELEV. HORIZON SCALE: 1/4" 1 WSTIM WAWO 01* -610 6 0-5 11 65.6 A SAMY LOAM Z 5 YR 3,12 INS LL POLYLOK FLOW EQUALIZERS 61�_40� 82�7 S 5-A ND Y L CIA Y 75W 516 ALL OUTLET PIPES FROM THE ON ALL OUTLET PIPES 4" PVC VENT PIPE DISTRIBUTION BOX SHALL BE 40"�-84` 59,0 V r0l,�M SAMD 7 5 YR 6/8 410ME JOX GP.A WL kR'EEN SET LEVEL FOR AT LEAST 2 FT. CONCRETE C011sp 84"�-1202* _45�0 C2 Aff-DIUM SAMD Z5Y,17 714 NME* 4OX ORA W1 30 TLET FINISHED GRADE 9 - 5M OU T_ MIN. KNOCKOUTS Mo -#A-MR 0VCeV_A1 MR0 INLET OUTLET 12" I DIEM P 0 B S ERVA 10 N H 011-E LOG NO� 4 "'R# 113141) 10 1 0 T11HER EXTURE 30" SOIL S041, 71 SOIL %COLOR soil- DEPTH ELEEV. HORIZON "USDAN Mi Li n a s, ISM.MIM, MOT-194G DI-I'CH I I I 7 4k PVC, VENT PIPE 4" KNOCKOUT 65 6 A OA�Y 75-1 PLAN SECTION CROSS—SECTION SA-M-01 Y 4 4 6,30 5'.4 7 5 Y_R 51c, V T RH D TAIL E N I t*01 I M9 Y L-0 e E i1r_1L,__�0_ -59 C-1 Y041Y SAA0 -1i - JOX ORA Ve.1 SCALE: 2" V 1 7 5`F 616 hAXM9 I S TR I B Q-TIQN-B QX IN 20" DIAMETER MME'DVAI-11 S X511? 71? 80'�-I_90 0 63 5 1 C2 AMAW 4OX ORA WL P—Opf *U T 4" KNOCKO 4" K�N CKOUT SCALE: 1/2" 17 INSPECTION (H-20 LOADING) COVER r 77�77 2 A' L 2 Tou'- 1A ER 222,2'�1 4" KNOCKOUT Diam-ote- Accatns Holes-- 7#­0" PERC 10902 ALL A'CCESS MANHOLE COVERS ALL WALLS ARE 3" THICK lje% FOR DISTRIBUTION BOX, SEPTIC TANK sorL ,41 194� DISIGA&RUMA INLET ---E� �,K OUTLET AND LEACHING STRUCTURE SHALL. Offi-e f1F.1: 4,6.00 Equivalent to 345 gpd j e BE SET AT FINISHED GRADE. 81 491 02/14/05 r"In 1-1 Date of soil test ... ......... Test taken by: R. LIZARDI-RIVERA i otal Flow 945 gpd % Cm E= 0 1= 0 _T Results witnessed by: IDonold Desmarais Dentists (per": 3, Equivalent to 600 gpd '�arbage disposal unit: No Percolation rate: < 5 MIN. AN. Leaching area pacity required: 945 gal.'s/day M3 C',`3! =3 -, Cc' -1 Ground water NON[7 OUNTERED ENC C-de area proposed: 27)5 5 sq. ft. Bottom area proposed: 975 sq. ft, FRAME COVER r otal area proposed: 11,330 so. ft. OVER "T'S" M r E7 Z3 =3 sed lea-W-g capacity: 9,84 g al.'s/d a y PMpo_ P 9ER C 1 -1314 0 10$t wateir S'upphv: lenv4sn S,T E IE-L ME'!IN,'gj:'O R C E D P R E_C ST 0 N C R E T E 81 - ——---------------- 4, Precast con-crete uni'ls: HI-20 loading design a0rL TIF xo EL Y 4, �H/ BFR T)LPICAL 500 t __QAL_LjaN LFA-MING 1`% M Date of soil test: 0661510' PRECAST CONCRETE NOT TO SCALE -Removable, Cov'ers lest taken by: R. I iZARDI­R�VERA TANK RISER 6M Results witnessed by: Donald Desmarais, P -IN, Percolation rote: < 5 Mil lN. C -'F'ED Ground water NONE ENCOUN'Tm _NO3-1 E 'I & tlrrn as "he orIcInal (red) stomp of the Unless and unfli su slonal Englneer, or Profassloral Land Surveyor res ­7 77�1 A 4 SET COVER ponsible Profipsz V appecris on this plan: no person or pervons, nc ud ng any main,c pc or o or FLUSH NTH 3" rnin, Clearance ne�,qu'wePd FINISHED GRADE public ffici Is, may rely upon the inforrnotion contained heroin; and IN V, LET THREADED PLUG 2- m1n. 1PI-et to outlet TLET -TIGHT) OU WATERPROOF & WATER T I N L LET 3/ -3/12 UPDA 71 DIESIG-N CRITERIA CALCS, SEP'19 of 2, C PROFILE LAC 7- Uquild level FINISH GRADE 1) No change to this systern shall be made un"I-ss E 3 I approved in writing by holmes and mcgrath, - DA11 DESCRIPTION DrawriChecked LIquid Icnd E 4" P VC 6"min. 2) Subject to inspection during construction bv fl'�, L e SOLID PIPE R E V I S 1 0 N S nd mcgrath, inc. Board of Health and holmes a 7 -4" rn�n. 45 4'-4" min. over disposal system during or after construction. Liautd dep,th TE Liquid depth - - a i,�. 3) Heavy construction equipment shall not travel SEPTIC SYSTEM DETAILS 6 min '.0 I%, 7� ,ft, : � " 1 4) Disposal system to be constructed in accordancne GAS BAFFLE TUF-TITE 4" min. 7 SET VALVE BOX (H-20) with Title 5 of the State Environmental Code. Baffle t-, L A N 4"' SIT GAS BAFFLE IN 6" LAYER OF 5) A copy of these plans must be kept on the site L during the time of construction. PREPARED FOR CRUSHED STONE ' 1,950 gai�on K" 6) A copy of these plans must be furnished to the 70 aclion P U 500 GALLON, CHAMBER E TERVI ' E GA 'ENS, LLC N LL contractor constructing the disposal system. lat compartmer'A 2nd corn partm ent 7) Before backfilling, the contractor shall notify IN 10 CONTRACT R SHALL holmes and mcgrath, Inc., and the Board of Health 6" INSTALL TWO MONITORING Agent to Inspect the system as constructed. CENMTRYILLE�HYANNIS R1 1cZTAE3` I- MA d I N U PORTS AT OPPOSITE ENDS 8) If the contractor ensounters any variation betvveen OF THE SYSTEM, the existing conditions shown on the plan arld the VIP conditions encountered on "he site, or any soli SCALE AS SHOWN DATE, NOV. 21 2011 condition different than shown on the soil log, or FS C %A any adverse soil, the contractor shall immedlateiv holmes and micarath, inc. T,��l a�,I -A (H- 2_Q 'PART -I.QA I"NG NA-0-UMEW contact holmes and mcgrath, Inc. Holmes and. -civill engineeg-s and' land survayco-s NOT TU SCALE mcgrath, Inc. will examine the soil condition 3,62 aifford street (503V1 548-7564(PHONFA V SCALE: 1 1' "N and report to the owner 'an suggested reAsIon-st. Y falmouth, ma. 02540 FAX 14.0 IL-AdMED, DRAWN: RLR, LAC- rKr-�� TMS 2' ��4 PW P1 e J5 LJ.- s-0.01 1.tm A, Of\tNl N :4 1-110 .F-70-7. 771 MO 77777777=77 7,�777 '77 D."'METER I SP UO N CE ,_ C "OVER J 7 M\V, ('S'­_PtDeL/; JOB NO: 207018 D W G 0.). 8 2-1-3-0 1-1, SHEET Is OF 6