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Home My WebLink About195/211 SOUTH FLINT ROCK ROAD - Health A 195 L�211 Soutli Flint Rock Rd `Barn � It � ', i i i i i Town of Barnstable • &UMSrABLB, « Board of Health i639• �0 , Argo �a P.O.Box 534,Hyannis MA 02601 . Office: 508-862-4644 Susan G.Rask,RS. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. November 20,2002 Mr. Ed Stafford 550 Willow Street West Yarmouth, MA i Dear Mr. Stafford, You are granted a variance from the Board of Health Regulation, PART VIII, SECTION 6.00,which requires the connection of all commercial buildings to town sewer within 3,000 feet of sewer lines. This variance allows you to construct an onsite sewage disposal system at 195 South Flint Rock Road with the following conditions: 1. The site is located within a zone of contribution to public water supply wells and is therefore limited in regards to wastewater discharge flows. The maximum allowable daily wastewater discharge is 1471 gallons per day on this 197,300 square feet parcel. The system was designed for a 73 seat lounge at 20 gallons per seat, totaling 1460 gallons per day of wastewater discharge. Therefore,no more than 73 seats maximum are authorized. 2. Food preparation is not allowed at this building. 3. The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in strict accordance with the-submitted plans dated ` November 12, 2002 This permission is granted because the Town Engineer denied your request to connect the proposed new commercial building into town sewer due to the capacity limitation at the Wastewater Treatment Pant and due to the fact that this site does not fall within an identified"wastewater area of concern"nor within an identified"infill area." Si erely yours, l ayne filler, D. Y/.1 n /f ) G!J pF fHE T DATE: L U p G� FEE: S, + EMMSrABLE, Mass. 9� 1639. � REC. BY AlEDN1A�A Town of Barnstable SCHED. DATE: Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-8624644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Wayne A.Miller,M.D. VARIANCE REQUEST FORM LOCATION _ Property Address: 1'2 5' c56u i A F,6,AT Aoc-k 6J Assessor's Map and Parcel Number: /nAV',j j f P&K I Size of Lot: 4-,;AC, Wetlands Within 300 Ft. Yes 'Y Business Name: SbU -C.tvor CGGr. Rec..,�T`( No Subdivision Name: Afe j3p_ ✓c APPLICANT'S NAME: ��tic-ve l l,l!Z I Phone }0 S� 7717 P Did the owner of the property authorize you to represent him o� Yes V No PROPERTY-OWNER'S NAME CONTACT PERSON i Name: r / I Name: 5� � ddress: �S G/� /Q�✓ ST W, 1,kA Address: S#kn Phone: 7 / Phone: J,om-`, VARIANCE FR ULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) G1/ �i, 4ev— 13 G-o /rj�l.r/ NATURE OF WORK: House Addition M❑❑❑❑❑ House Renovation ❑ Repair of Failed Septic System Checklist(to be completed by office staff-person receiving variance request application) _ Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e_g.septic system plans) ` _ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _ Signed letter stating that the property owner authorized you to represent him/her for this request _ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) _ Full menu submitted(for grease trap variance requests only) Variance request application fee collected (no fee for lifeguard modification renewals, grease trap variance renewals [same owner/leasee only],outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems [only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G.Rask,R.S.,Chairman NOT APPROVED Sumner Kauffman,M.S.P.H. REASON FOR DISAPPROVAL Wayne A.Miller,M.D. Q:\HEALTH\WPFILES\VARIREQ.DOC oF� ' Town of Barnstable sn�vsrn»t.�. Department of Public Works �16 '� Engineering Division 367 Main Street,Hyannis MA 02601 Thomas J. Mullen,Director Office: 508-862-4088 Robert A. Burgmann, P.E. Fax: 508-862-4711 Town Engineer t� October 18, 2002 Mr. William Dinger 550 Willow Street West Yarmouth, MA 02673 Re: Sewer Connection— 195 South Flint Rock Road Dear Mr. Dinger: This office has reviewed your application for connection to the Town sewer system for the above referenced property. As a result of capacity limitations at the Waste Water Treatment Plant we have had to limit connections to.the sewer system. The areas that have been allocated for the limited treatment plant capacity are the existing sewer service area, to allow for infill and redevelopment of already connected properties, and the wastewater areas of concern that have been identified in the.Town's Wastewater Facility Plan: Unfortunately, the property that;you are applying for does not fall into either of these categories. I therefore must return your application and inform you that your request to connect this property to the Town's sewer system is denied due to capacity constraints at. our treatment plan. Very truly yours, F Ro A. Burgm n, P.E. wn Engineer RAB/br l:wpfiles\burgmann\cones\2002\citizens\dingerflintrock.doc '>. . Town of Barnstable s L1It1`1y"rA�1L�, ► �A'0� Board of Health P.O. Box 534, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MS Wayne Miller,M.D. TO: Robert A.Burgmann,P.E.,Town Engineer Thomas J.Mullen,Director,DPW FROM: Wayne Miller,M.D. Chairman,Board of Health DATE: August 28,2002 RE: Within 3,000 feet to a Sewer Line/Connection Regulation Enforcement Procedure Changes Thank you for your memorandum dated July 24,2002 regarding the need to change the policy for handling applicants who propose to construct new commercial buildings or new subdivisions located within 3,000 feet of sewer lines. As you are aware,the Board of Health continues to strictly enforce its Groundwater Protection Regulation listed as PART VIII,SECTION 6. We understand that there are very good reasons for changing our policies due to the capacity limitations at the Wastewater Treatment Plant in regards to both the treatment of wastewater and the disposal of treated effluent. After some discussion during our public meeting held on August 13`h,it was decided that the Board of Health Groundwater Protection Regulation,Part VIII SECTION 6.00 should remain in full effect as written;but the site plan review and building permit process should change in regards to how we instruct applicants to proceed. Every applicant should first be referred to the Office of the Town Engineer for consideration of connection to town sewer when/if a sewer line exists within 3,000 feet of the proposed project. This should be done as early during the application process as possible. If connection to town sewer is disapproved by the Town Engineer(in writing),the applicant should then be instructed to proceed with an application for site plan review approval with-a site plan showing a proposed onsite sewage disposal system location(a simple rectangular box depicting the proposed septic system location would be sufficient at that time). At the same time,the applicant should be instructed to file a variance request from the Board of Health Groundwater Protection Regulation Part VIII, SECTION 6.00. Variances will be granted by the Board only to those applicants who are able to demonstrate that(a)the same degree of environmental protection will be achieved without strict application of this particular Regulation and(b) manifest injustice will result if the variance is not granted. If you should have any questions regarding these procedure changes,please feel free to contact me through Thomas McKean at extension 4640. Cc: Thomas Perry,Building Commissioner Robin Giangregorio, Site Plan Review Coordinator Thomas Broadrick,Planning Director All Public Health Division staff ij 06/11!02 TtE 14:43 FAX 5084324385 Robert B, Our Co. 111002 COMPLETE SEPTIC SYSTEMS GREAT WESTERN.ROAD•P.O.BOX 1539 WATER AND SEWER MAINS•EXCAVArION NO.HARWICH,MA 02645 (508)432-0530•FXX(508)432-7657 s vr�m cor " June 11, 2002 South Flint Rock Realty Trust RE: Sewer connection-South Flint Rock Road, Hyannis, MA-Budget Estimate: Dear Sirs: Upon review of the preliminary plan to install a 6" sewer service on South Flint Rock Road off Breeds Hills Road, heading towards Mary Dunn Road, the approximate footage would be 1700 If. The budget estimate for this project would be $68,000,00, Please be advised that this is a budget estimate only. A more precise estimate will be forwarded to you once a complete set of engineered drawings has been made available to us, If l can be of any further assistance in this matter, please'don't hesitate to Contact me. Sincerely, V Andrew L.Allen Project Manager Robert B_ Our Co., Inc. ALA/mac 08/13/2002 12:40 5087718923 ASSURANCE CONST PAGE 02 550 Willows Street W. Yarmouth, MA 02673 508-771-7410 Fax 508-771-8923 August 13, 200Z Town of Bamstable Board of Health Re: Variance meeting I Ed Stafford request a continuance for the Variance meeting dated August 13, 2002 to be extended for the next meeting in 9 October 2002. 9 This continuance is due to further perc test and engineering work scheduled for 195 Flint Rock Rd Hyannis, MA . Sincerely, Edward Stafford Trustee, Applicant, Owner . III i l i 1 " r _ _ i s�tv�ent�. Town of Barnstable *6 Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. B041M OF HEALTH MEETING AGENDA Tuesday July 9,2002 Basement Conference Room School Administration Building ` 230 South Street,Hyannis,MA 7:00 P.M. 1. New Massage Applicant: Elizabeth Madden— Proposes to practice massage at the Cape Codder Resort and at Amy Hutchkiss Office, West Bay Road Osterville. II. Continued from Previous Meeting: A. Glen Harrington, R.S. representing Cynthia Hayden- 19 Ocean View Avenue, Cotuit, 16,557 square feet property, variance requested regarding separation distance between septic tank and wetland. B. Ed Stafford— 195 Flint Rock Road, 4.5 acre lot, proposed commercial building located within 3,000 feet of a sewer line. III. New Business (Repairs): A. Dave Mason , R.S. representing Irina Weatherly— 1595 Main Street(Route 6A), West Barnstable, proposed repair of a failed septic system and relocation of well, well setback variances requested. i B Don Perkins representing Ronald Andrews—37 New London Avenue, Marstons Mills, repair of a failed septic system, well setback variances requested. 5 i C. Kathleen Bresette—268 Browser Cottage, Sandy.Neck, Barnstable, proposed composting toilet. D. Edward Pesce, P.E. representing Strawberry Hill Condominium Trust, 1431 i lyannough Road, Hyannis, top of system components to be installed more than 36" deep. IV. New Construction: A. Robert Dunphy representing James Higgins- 11 Desert Sands Lane, Cummaquid, 23,075 square feet lot, proposal to construct a three(3) bedroom dwelling within a zone of contribution to public water supply wells. 06i11/02 TUE 14:43 FAX 5084324385 Robert B. Our Co. L0002 B.OUA�. 0.$! _ .y COMPLETE SEPTIC SYSTEMS GREATWESTERN ROAD\ P.O.90X 1539 WATER AND SEWER MAINS• EXCAVATION NO.HARWICH,MA 02645 ` 7 (508)432-0530•FAX(50a)432-7057 Spy — 0 0731lw co June 11, 2002 South Flint Rock Realty Trust RE:Sewer Connection -South Flint Rock Road, Hyannis, MA-Budget Estimate Dear Sirs: Upon review of the preliminary plan to install a 6" Sewer service on South Flint Rock Road off Breeds Mills Road, heading towards Mary Dunn Road, the approximate footage would be. 1700 If. The budget estimate for this project would be $68,0oo,00. Please be advised that this is a budget estimate only. A more precise estimate will be forwarded to you once a complete set of engineered drawings has been made available to us. If I can be of any further assistance in this matter, please don't hesitate to contact me. a Sincerely, Andrew L.Allen Project Manager Robert B_ Our Co., Inc. r ALAtmac sn�x�cas�. Town of Barnstable MASS Department of Public Works 1639 Engineering Division 367 Main Street, Hyannis MA 02601 Thomas J. Mullen,Director Office: 508-862-4088 Robert A. Burgmann,P.E. Fax: 508-862-4711 Town Engineer October 18, 2002 Mr. William Dinger 550 Willow Street West Yarmouth, MA 02673 Re: Sewer Connection— 195 South Flint Rock Road Dear Mr. Dinger: This office has reviewed your application for connection to the Town sewer system for the above referenced property. As a result of capacity limitations at the Waste Water Treatment Plant we have had to limit connections to.the sewer system. The areas that have been allocated for the limited treatment plant capacity are the existing sewer service area, to allow for infill and redevelopment of already connected properties, and the wastewater areas of concern that have been identified in the Town's Wastewater Facility Plan. Unfortunately, the property that'.you are applying for does : of fall into e.,h- of these categories. I therefore must return your application and inform you that your request to connect this property to the Town's sewer system is denied due to capacity constraints at our treatment plan. Very truly yours, Ro A. Burgm n, P.E. wn Engineer RAB/br l:wpfiles\burgmann\corres\2002\citizens\dingerflintrock.doe �, I . . . r " I � . � I I . - . I I :-" �- . , , . � - . !I�;",,'.��'i,1��,�3.,-'�,',I,�,.,,,,,��,�� .- , , .��,1: � � I,,;tj,�, , ,.,!,;.� " -I. ��',,�:,_,,:�, ,�,�-_,,Z�-,"_,�"�".::;��,_-�:..' -�.'�,:?-��':,'�,".�o�,.'�",.,'�f_!,',,.��,'.�',�;,-:,'�.� �" I . 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I �.. ,. .. .. fie- , ..v-. ... / -..Y. .. ....-K > , -� ... .. .:. .. , .: r:.:' ..s .. ,. rrrr :.� a{ r<,. > .,1 ., 3? .. .,., ».. w... .r_, e y :.. z. „ NH: �,.. x- y ,. ®.. L , t.. ` ....._,4,..,-4t..:._, ._„ ,.._.-.h,,. ... Lr._, , °s ,.4 ,...:.z...�` ..<-.y,- ,. < , .,J. ..�'+ ,.K x ,. ._ -.. d � {`. .trL :�.:,k:t.xr f..:. ..: 'W. ,. .-e: ... r,_,. _a< r .S' :..... .,_,.. v, ._ ,a .a>-,..., ..t ,•-.._....°_43x.m`�'I., .. � -, :, r>a._,�.,..>..«.a r.�.T,. .-.z_, +, r„., t. � .. ,rsre_.d , ae.rJ...,.,.�„_ u.r.4.S3., .-.. , .- _�6.- ._:v�,,.,::. ,L_,rv.v.-._ .a*✓m:...y.�it.,, ^4t s::-... c.lF. '.:'ffi.: .ht-}.b.,. . .JA iG ..� - :. _... '_. .. _ .. ... ..._ - •.tip,; . _' _... . -.. ._y., .•, _.._..,.:.:. - A '� INIOEp g•� � PLAN REF 46319 0 END ucE LEGEND. n � a -► DRAINAGE DIRECTION SITE PLAN OF LAND 15 HIGH LIGHT POLE ASSESSORS "MAP 314 B FOUND. BFD c Q LOT 1 3 CALIPER TREE (PROPOSED) LOCA TED IN CAPE COD BERM TVITN FLOOD ZONE.- „C , � DRAINAGE OPENING BA 1 V�i,� T-Z S E. MA ZONING. IND. LIMITED ti NATURAL EXISTING TREE PRE �r FOR o aJ T.O.B. RECOMMENDED PLANT MATERIAL PRL'PARL'D `1' O1 L , g `S G OFFSETS. �, �� a GRANITE CURBING ��` MARY DUN RO SOUTH FLINT ROCK ROAD REALTY TRUST FRONT 50 • I CONTRIBUTING AREAS Is" �o� : MAY 18 1999 SIDE 30 DRAINAGE AREAS ' ILEA.tZ 3U ISRAEL N 13 ' ,, � MAY ,21, 2001 M Y 13 44 . E REV. NO V. 1� ,200,2 DUNK POND WELLHEAD DISTRICT �. , �y a 1 -2000 POND o ..._ - GRAPHIC SCALE ADULT USE O VERLA Y 30 0 15 30 60 120 DISTRICT LOCUS MAP ' F12 ♦ ( IN FEET ) ; CA PA CITY 73 SEA T,S 1 inA-Af. 314 26 3 30 '� • }' TO WN OF BARNSTABLE / (MUN.) 4e \ �♦ Fll A. M. 31411 4446 APPLICABLE ZONING ORDINANCES \ 172,303 S.F f UPLAND A < .rA / ' ♦ \ 22,000 S F._± (WETLAND) / / 4e 46 44 ,� } PRO YIDED / •--C..�_ 935.33' i 4 ORDINANCE REQ UIRED / / / z o r � • . � -,. . • 194,303 S: F.� (TOTAL) / .• `�----_., / , 4. 5 ACRES. f 3- 7 ADULT USE DIST. ( LOUNGE) YES YES ", \� Flo / b 3-4.1 6) SCREENING STANDARDS. '� _ ._. F9 � �' E ti IN 9 D 0 AREA 04 K ' � �\ � . . _,,, � 1 � 'ti S?ON•� DU �" DU•dfpSTA'h, ST SIDE BUFFER 30 30 30 • • , 1 FRONT BUFFER 50' 50' 50' ' 8 LOT MUST LEA VE 257 NATURAL ,25Z 36� ♦ - --_. � -. •- W ER DIST. �. • , • � IF �, \�• 1 � 3 5.2 GROUNDWATER \ , \ � � � � SAMA7VG 7)C) LOT COVERAGE 269' O /J,/ R ti S 7)D) NATURAL STATE >309' 66� \ \ DEG ,,,,,,,,/, �4. , 4-2 OFF STREET PARKINGs. \ 4-2.5 DESIGN SCREENING STANDARDS ,,^;s„ ILI> „ENT D-B � ,,,, •,,, _ IN �, q/� / 1 2) DRAINAGE MUST BE CONTAINED \ \ ,,,,,,,/,,,,.�s, ,.AD „/„/,/,////,/,, l L . _ ON PREMISESLDU O 4-2 6 LANDSCAPING FOR PARKING LOTS � 2) COMMERCIAL DISTRICTS U It SETBACK SIDE & REAR 10, 30' A 1D � � / B 10' LANDSCAPED BETWEEN 10' 15' I Ar� �,AY BLDG & PARKINGLOT fVI 3) 109' OF INTERIOR OF LOT 10�' 109 FLINT ' ( \ ¢4 _ $ c a PARKING AREA-MUST BE LANDSCAPED i o (12) 3°' TREES YES 12 ROCK `� l F / / ° ° 4z ---I o' ISLANDS 10 WIDE ` 10 50,f POND �uNDER`PAVEME 5 RETAIN NATURAL TREES / y pT0 sWALE IN ISLANDS OR USE T. O. W. = 28. 3 1 e , , ,54, , RECOMMENDED PLANT MATERIALS 4-,2. 9 PARKING REQUIRED 3?' 89 t 4-3 SIGNAGE 4-3, 8 SIGNS IN IND LTD 100 S"F. 100 S,F. (� 4-7 SITE PLAN STANDARDS ". 4-7. 6 5) 15' HIGH LT" POLES 15 15' A��,'' h 6 3" THICK ASPHALT 3" 3" 0000 • REF "RECOMMENDED PLANT MATERIALS AMENDMENTS 4/ G / + sg �`�� 5 ,� �t ,, ' // �� A. M. 34 712 TO ACCOMPANY ZONING ORDINANCE � 5g0 ( / APPRO VED 3 11 99 / �, / / /� �, • �• 5 COMM. OF MASS. TITLE 5 15.203 DESIGN CALCULA TIONS. o� / a -- ,, , , / �� \ ti°' 4� DI V. OF FISHERIE'S & LOUNGE. 20 GALS./ SEA T X 73 SEA TS = 1460 GAL/DAY _ / / .� �Jl \ / �. 5 i r , TtILDLIFE GARBAGE DISPOSAL 1v0 100 . = /f RULE , GCE MAX FLOW PER BARNSTABLE 330 5 197,300 S.F.( LOT SIZE) X 330G/D/43,560 SF.= 1,471 GAL DAY / REQUIRED SEPTIC TANK CAPACITY 3.000 GAL (1460 X 2.0= 2,920) USE ( 2 SEPTIC TANKS REQUIRED PER TITLE V) 1,000 OPTIONAL / o // 00 GREASE TRAP \'• � f ' �� / SOIL CLASSIFICATION . . . . . . . . 1 / \� , , ti ® / DESIGN PERCOLATION RATE . < 2 MIN./IN. \ EFFLUENT LOADING RATE . . . . . • 74 GAL/DAY/S.F. ` U LEACHING CAPACITY (AREA X RATE) 1728 GAL/DAY RESERVE LEACHING CAPACITY . . • 1728 GAL/DAY - 6.5+12.8+L2.8 X . 74 X 2 X 2 TRENCHES = 1728G/D ` \ ' \. ® , / (66.5 X 12.8 X . 74)+(66.5+6 )1 \ •f,,, i'4Y�'� �� \ /Al ' PROFILE OF 455.t -......_,..,., Mi 7#2 0 lie 46.0' SEWAGE DISPOSAL SYSTEM ('- "'+► TP #' 5' DIG OVT ' EL.=34.8 rOP of FOUNDaTiDN NOT TO SCALE j,�� / ,20' MIN BACK-FILL PER s>r,�= � '/ I r" -- �/ ' I CERTIFY THAT THIS SURVEY AND PLAN WERE MADE 10' MIN. - TITLE V � _'"'--__,J 4 scHrH 114o R ec. / IN ACCORDANCE WITH THE PROCEDURAL AND TECHNICAL CONCR COVERS CONCRETE.COVERS AfIN. PI7C'H 1/B PER FT. 2"LAYER OF � ` / j / EL= 45.5' AT GRADE EL = 45.0 STANDARDS FOR THE PRACTICE OF LAND SURVEYING IN EL = 44.8 CONCRETE COVER WASHED STONE '""'�+�;,, � \ r„ /' �� T OMMONWEALTH OF MASSACHUSETTS. INVERT , . . , . � � - EL=42.0 a AUX , , . , , , A.M. 313/7 / GREASE 4"SCH 40 PVC PIPE MIN. PITCH 114" PBR FT LONGE5 CLEAN SAND 12 COUNTY OF BARNSTABLE >uIN INVERT POLICE TRAINING SCHOOL PAUL A. MERITHEV, PL S FLOW LLNE 0 RUN 378' � W LLNE 15' ATE 19" 1 10" � ,� °o o ' // � �Nt/III E 43 ,4fIN. , INVERT 110 19" INT'ERT 2.0 D o e O O O C3 o / a`�� / EL=42. ,iIIN 1 I1VlA'RT LEVEL o i SEPTIC GA I 6 SU o o p o o p o 0 0 , 0 /y 4-11 LL 5 n BAF L GAS s42 65' INVE o o c ° °° 38.4 / -�_ s� P�tA OF ,,...,,..., �+)s i 4' 1 BAFFZE EL. -_ EL.=_4215 R�41.9 / , ,. _�� e EL.=--' INVERT 43 35 EL.=43.1' QVVERT GENERAL NOTES /' � ��` 4ss � � cam,% DISTRIBUTION _ :: /� , ; PAUL , (Tt9 BE PLACED ON FIRA!BASE) EL.- 4O.4 / . wauaM .. . PLACED ON MW BASE , G 2 :t ABCXANICALLP co1rnACTED OR a of 5Tt7NE f� BE PLAc " > BOX (DIE-11) �` 1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E 1? // g LIEBERMAN _ ca A. dlhYr'LIMCALLY CO3lPACTED OR 6 OF S1t�NE / �h / o ' - 2 QQQ2__ GALLONS TO BE WATER TESTED 63.5' X 16.5' TRENGH 1�YJR1fATI0N ttj � TITLE 5 AND THE. TOWN OF __BAI�NSTEtBLE _,•_ RULES AND /� / �fIERITHEW GALLONS PLACE ON 6 STONE / _ F` + ,� REGULATIONS FOR,,THE SUBSURFACE.DISPOSAL OF SEWAGEi �' ENO. ?39110 ti : �, . �I(�'.-32€19� N-20 - SOIL ABSORPTION 2 ONE COVER ON SEPTIC TANK SHALL BL' BROUGHT TO / , �P we;, SEPTIC TANKS ( 3f4 Tt9 1 1 ,. . � s - IYASHED NE SYSTF'M (SA S) WITHIN 6 OF FINISHED GRADE, OTHERS WITHIN 12 ` ( l 3) ALL COMPONENTS OF THE SANITARY S1'S'TEM SHALL BE CAPABLE OF s e, CND .d�$Ps�PN �� "•- •,, �� LAND . CONCRETE COVERS rnyE BOTTOM OF TEST HOLE ELEV=_ WTTHSTANDING H 10 LOADING UNLESS THEY ARE UNDER OR WITHIN . 25.1 _ 1i Y.=_,��z_ 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE WATER TABLE (II15/02) ELE SOIL TEST DONE (11/5/02) BY .,_ SAMUEL PHILOS JENSEN USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS AT GARDE ADJ. WATER TABLE ELLS' EXCEPT FOR GREASE TRAP WHICH SHALL HA VE HEA VY DUTY TOP. OBSERVATION HOLE 1 ELEV=_34.8 OBSERVATION HOLE 2 ELEV.=r34.8 OBSERVATION HOLE 3 ELEV. 40.0 4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL N. INCH A T ,2f- INCHES PERCOLATION RATE : MIN. INCH A T "_ INCHES PERCOLATION RATE -<2 'MIN. INCH A T. d?" BE MORTERED IN PLACE. Tj r r ' PERCOLATION RATE _ INCHES 5 NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH YANl1 EE S UR VE 1 CONS UL TANTJ FLOW LINE DEPTH HORIZ TEXTURE COLOR MOTT. OTHER DEPTH HORIZ TEXTURE COLOR MOTT. 077IER DEPTH HORIZ TEXTURE COLOR MOTT OTHER ) DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO !lO" 0-4"_ A SANDY LOA OYR o 0-4" " A SANDY LOAM OYR 3 0�TONT7 -4" O A LOAMY SAND .5Y'S 2 OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. INSTALL TEN (10) ACME UNIT 1 40 INDUSTRY ROAD '��' 4 -24 B LOAMY SAND OYR 6 4"-24 B LOAMY SAND OYR 5 > 4 -31 B LOAMY.SAND 5Y 516 ocx , sa LoosE 3i �65 C1 LOAXYSAND 5YR6 3 vERr 6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR 500 GALLON LEACHING 4 L L 4'=1�0 C FINE SAND 5YR6 6 4'-120 C FINE SAND 5YR6 6 ossmm F s o' P 0. BOX 265 �• EL 43.35' s SAnD IS TO CALL DIG- SAFE AT 1-600-322-4844 AT LEAST 72 HOURS CHAMBERS WITH FOUR FEET INVE�3.6, )r/box coBBres /x°x c°BBr.�s B5 -175 CO F M SAND Y6 4 0 � PRIOR TO COMMENCING WORK ON SITE. OF STONE ALL AROUND AND ��jj w ,/ p ,*c�eA 7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS BETWEEN CHAMBERS MAlz STONS MILLS; MASS 0264 U (TO BE PLACED ON FNM BASIS') COB6L&9(8-18X erEcxANfcALcr co,�Acr>:v o6 s"of s�NE SOIL TEST: P-314 euvoAT�D 'SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. .. i SOM*VZT O 150• 8) PARCEL I5 IN FLOOD ZONE_--cH-----• TEL. 428-0055 FAX. 420-5553 __,LOQQ__GALLONS DATE OF SOIL TEST 3117199 SOIL TEST DONE BY STEPHEN DOYLE su mram irAas o 1n 9) LOT IS SHOWN ON ASSESSORS.MAP _314_ AS PARCEL GREASE TRAP WITNESSED BY. D. MORANDI J# 5262,2X WITH HEAVY DUTY TOP (H-20) L I