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Home My WebLink About0060 SANDY NECK - Health 0 — Gcl- �1 I o � a o C- ai SENDER: I also wish to receive the O ■Complete items 1:and/RC2 for additional services. f0110W1ng services(for an y e Complete items 3,4a,and 4b. d ■Print your name and address on the reverse of this form so that we can return this extra fee): i card to you. v > ■Attach this form to the front of the mailpiece,or on the back if space does not 1.ElAddressee's Address •2 ■Write permit.r e"Return Receipt Requested"on the mailpiece below the article number. 2.❑ Restricted Delivery N ■The Return Receipt will show to whom the article was delivered and the date u delivered. Consult postmaster for fee. n 0 3.Article Addressed to: 4a.Article Number c01i ,0 ej o �Dtir�►t ��, 4b.Service Type c /AA E.Registered ertified fl o ,34 u rn �v/ q , ! ❑ Express Mail ❑ Insured co w / ❑ Return Receipt for Merchandise ❑ COD cc o 7.Date of Z 5.Received t3y`(Print Name) 8.Addressee's Address(Only if requested Y and fee is paid) s � 6.Si t r�ddre o Agent) ~ 0 -T PS Form 3811,December 1994 102595-98-B-0229 Domestic Return Receipt UNITED STATES POSTAL SERVICE Q� + First-Class Mail Postage&Fees Paid USPS Permit No.G-10 •Print your name, address and ZlP Code in this box A„V h DoWn Cape Engineering, Inc. 939 main St. -- Suit@ C Yarrnotfth Pon, MA 02675 111+++,+1+1111,+1+Jill1+1+I1,++( ai SENDER: I also wish to receive the o ■Complete items 1 and/or 2 for additional services. following services(for an N ■Complete items 3,4a,and 4b. d ■Print your name and address on the reverse of this form so that we can return this extra fee): di card to you. ■Attach this form to the front of the mailpiece,or on the back if space does not 1.❑ Addressee's Address •2 y permit. ■Write"Return Receipt Requested"on the mailpiece below the article number. 2.[1 Restricted Delivery a) N e The Return Receipt will show to whom the article was delivered and the date COnSUIt postmaster for fee. r delivered. P G 0 8.Article Addressed to: 4a.Article Number cc a .- 4b.Service Type 2 c / ❑ RegisteredCertified cc V / c� rn Express Mail❑ ElInsured S - W �2'/� C- ` s� ❑ Return Receipt for Merchandise ❑ CODcc !� 7.Date of Delivery w (/ o cc 5.Received By: (Print Name) 8.Addressee's dd ess( ly if req sted Y and fee is paid) �a w t 6.Signature: (Addressee or Agent) L Y O A 2 PS Form 811,December 1994 102595-98-B-0229 Domestic Return Receipt UNITED STATES POSTAL SERVIC �►O• Mq Ifs Qgv�ll os a es-Paid- 30 Royn_ •Print your °' � � d ZIP s DOW Cape Engineer'" Inc. 939 main St. — Suite C Yarmwth Port, MA 02075 a'"iC3 'It,rtasle�i�t,: !+,ltt, ,,, ,.J„tsi3,>>II�,t,,,li,��,f16�lit TOWN OF BARNSTABLE OF THE T� OFFICE OF 3AM3TUL : BOARD OF HEALTH i63 . mber 10, 1998 367 MAIN STREET '�ciMaY HYANNIS, MASS.02601 Christopher P. Kuhn 237 Prince Avenue Marstons Mills, MA 02648 RE: Parcel 4-1, Sandy Neck West Barnstable Dear Mr. Kuhn: You are granted permission to utilize the existing single cesspool for the disposal of greywater only. This permission is granted with the following conditions: (1) An incinerator toilet or compost toilet shall be installed. (2) A new drinking water well shall be installed in accordance with the submitted plans dated November 24, 1998. (3) You shall record a deed restriction at the County Registry of Deeds, restricting the cottage to one (1) bedroom. Den, study rooms, finished attics, sleeping lofts and similar rooms are considered as bedrooms according to DEP. (4) No additions nor expansions to the cottage are authorized. This permission is granted because the existing cesspool is 40"by 40"by 42" deep and "passed" a recent inspection by the designing engineer, Arne Ojala. It is the opinion of the Board that the use of an incinerator toilet or compost toilet is preferred, particularly at this environmentally sensitive lot which is located in a dune and is surrounded by salt marsh. Sincerely yours, Susan G. Ras".S. Chairman Board of Health Town of Barnstable SGR/bcs kuhn r fv DATE: 0 7 3 r PRE: - o C/ E� Town of Barnsta a Bea eYde W Board of Idea " k 367 Main Street,Hyannis lb 2 �D �1 Office. 508.790-6265 �� 3 1998usan' ask,R.S. FAX. 508-790-6304 j Sumner ufman,M.S.P.H. Ret PP"h.A Murphy,M.D. � LOCATION E Property Address: SA-► 0,r k1r.C-t- k14Z47T 13A?Zt--t�r74.6L,45� Assessor's Map and Parcel Number: 1a✓3 Z4-1 Size of Lot: 11-7 Ae. Wetlands Within 300 Ft. Yes k Subdivision Name: No Business Name: APPLICANT CONTACT PE SO_N Name. GN P.15.TOv1�F¢ P. 144,.t-L Name: Sew-469 Address: 2111 Address: Phone: Phone: FAX: FAX: I VARIANCE FROM REGULATION(List Reg.) REASON FOR i'ARIANU(M. ay attach ifmore spice needed) v>,l SE,—Tc-tJ I 5A`7 To 3>C VCSS r"&-ti t iO O t '� 1r1+tTL�wt✓� �SO t �I NAA f 411 2�tc.r%,o ti o Chec11lisl(to be completed by office staff person receiving variance request application) — c four(4)copies of plan submitted(including septic system plans and/or restaurant floor plans) Applicant understands that the abutters must be notified by cerified 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 variances only) —� Varian ce request application fee collected(no fee forlifefus:dmodifiotionrenrwsls,grease trs<pvaisncernewalslssmeos•neAmaonlyt,oubide dining wariance renewsh tune owne,lea ee onlvt,and wttanca le tepsir failed wwage dispoul systems ionlp if tro ecp•.nsion to the building propnsedn Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED_ Susan G.Rask,R.S.,Chairman. NOT APPROVED _ Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL_ Ralph A.Murphy,M.D. Q:/k?/VARIF.EQ - - - - - - - - - - - - - - - - - r tel.(508)362-4541 •939 imain street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cope engineering -- civil engineers& land surveyors structural design Ame H.Ojala P.E.,P.LS. October 20, 1998 Timothy H.Covell,P.L.S. land court David C.Thulin,P.E. surveys Barnstable Board of Health 367 Main Street site planning Hyannis, MA 02601 Dear Board Members: sewage system designs The enclosed represents a"Maximum Feasible Compliance" filing and a request for a variance under the Town of Barnstable 100' regulation,for Parcel 4-1, Sandy Neck, inspections West Barnstable. We are proposing a greywater system to dispose of the effluent from the one kitchen permits sink in the cottage,at the 40%reduction in'required square footage allowed under Title 5. The blackwater effluent will be disposed of via an incinerator or composting toilet. We are requesting a variance under the Town of Barnstable's Regulation Part VIII, Section 1 (the 100' regulation),to allow the system to be sited 50' from the edge of wetlands. Due to the constrictions of the lot(it is nearly surrounded by wetland)and its limited upland square footage, we have sited it in the best area possible. This siting will also allow a well to be installed 150' from the leaching facility. Due to the fact that the cottage is seasonal, is "one-room"and contains no bathroom/shower/laundry facilities,the amount of water to be discharged from this site will be minimal. We therefore feel that the granting of this variance will provide the same degree of environmental protection as if the variance were not necessary. A variance is also requested under Part VIII Section 10.00(1.14, 1.15, 1.1.6 and 1.2). Again,due to the low flow and greywater component of the effluent,it is felt that the system as designed is more than adequate to address the environmental concerns which precipitated the enactment of these regulations. Due to the very seasonal nature and intended use of the cottage, it is unlikely that the system would ever be used to its fullest capacity. Although the lot lies within a Barrier Beach system which typically contains sand dunes,the area within which the system is proposed is stable with heavy growth vegetation and upland grasses. Therefore a variance under Part VIII Section 2 is not requested since this is not an area of"shifting sands,coastal beach,or other areas subject to wind-borne-free moving soil". We are also requesting, under"Maximum Feasible Compliance",a reduction in groundwater separation from 5' to 4'. This will allow natural grading to be maintained without th e e need for additional fill or a retaining wall both of which are impractical for this area. Thank you for your consideration. Very truly yours, Arne H. Ojala,PE,PLS Down Cape Engineering,Inc., cc: Christopher P. Kuhn r µ w LEGEND FIRST FLOOR = 17.0' SEPTIC PROFILE TEST HOLE- LOGS i ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO 100.0 PROPOSED SPOT ELEVATION SEPTIC DESIGN: {GARBAGE DISPOSER IS NOT ALLOWED ) ACCESS COVER (WATERTIGHT) TO DESIGN FLOW: �_ BEDROOMS ( 110 GPD) = 220 GPD 12.o MINIMUM .75' OF COVER OVER PRECAST � W`fTHIN 6' OF FIN. GRADE ENGINEER: D.A. OJALA, S.E. 100x0 EXISTING SPOT ELEVATION USE A 220 GPD DESIGN FLOW 2` SLOPE REQUIRED OVER SYSTEM 10 WITNESS: 5' JERRY DUNNING NORWESCO POLYETHYLENE TANK MARCH 18, 1997 -I- 100 SEPTIC TANK: 220 GPD 2 RUN PIPE LEVEL DATE: PROPOSED CONTOUR —) - 440 t 1.`' FOR FIST 2' f USE A 1500_ GALLON SEPTIC TANK (POLYETHYLENE) PROPOSED 15Q0 � FILTER FABRIC 1 PERC. RATE = LESS" THAN 2 M,N/IN. — — 100 — — EXISTING CONTOUR GALLON SEPTIC to.o' LEACHING: 10.25' TANK (H- 10 ) GAS E 9.5' CLASS I SOILS Pf 8904 s 9.12' frs N/A BAFFLE 9.29' �� ',, Jcys r SIDES: 9.08' 9 STANDARD INFILTRATORS 9.5 x 18.75 {.74) = 132 GPD - BOTTOM: �6" CRUSHED STONE OR MECR� !CAL COMPACTION. (15,221 [2]) ELEV. ELEV. TOTAL: 178 S.F. 124.87 GPD* DEPTH OF FLO»' * 220 x 6C1� 132 GPD = 178 5F REQUIRED AT .74 GPD PER SF TEE SIZES ( t4 x SLOPE) (1_� SLOPE) 0" 4 17.Q' 0" IN PTH = 10" (GP.AYWATER SYSTEM ONLY) LET DE 4" 0/A7.5YR3/1 OUTLET DEPTH -- 14" B 4. ' L.S. LOCATION MAP SCALE 1" ` FOUNDATION— 7' SEPTIC TANK 5' - D' BOX 5 LEACHING 24" 7.5YR4/3 15.0'FACILITY ASSESSORS MAP 183 PARCEL 4-1 BOARD OF HEALTH PERC 041 z C ZONING DISTRICT: YARD SETBACKS: ESTIMATED GROUNDWATER ELEV MED APPROVED BATE MA ►�Hw - 4. FRONT = ( 5') SAND TIDALLY INFLUENCED SIDE = REAR = ,\ 2.5Y5/2 PLAN REF. - 486/34 \ FLOOD ZONE: A3 EL 11 / \ 120" / NOTE: INCINERATING TOILET IS PROPOSED. LEACH FIELD\ IS FOR DISPOSAL OF GRAYWATER ONLY NO WATER 00- dos o E ` \ ( NOTES: 1. DATUM IS NGVD 2. MUNICIPAL WATER IS NOT� AVAILABLE TOWN OF BARNS-ABLE VARIANCES REOMINIMUM 3- MINIMUM PIPE PITCH TO BE 1/$" PER FOOT. PART Vitt, SECTION is GF,AYWATER LEACH FACILITY IS PROPOSED AT 50' FROI.! EDGE OF 4 DESIGN LOADING FOR ALL PRECAST UNITS TO 8E AASHO H- 10 SALT MARSH, (50' VARIANCE RE QUIREID) 5- PIPE JOINTS TO BE MADE WATERTIGHT. \ �? PART M11, SECTION 10: (1.14, 1.15. 1.16 AND 1.2) 6',,CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. {APPLICATION RATE WTHIN 250' OF LAND AND 14' TO GROUNDWATER; BOTTOM OF ENVIRONMENTAL CODE TITLE V. O O LEACH FACIUTI' 4' TO GROUNDWATER; EVERY 10' OF UNIT TO BE FED BY SEPARATE = UhES, C.a-CULATION OF BOTTOJ �rREA 7 `.^CHI P OR LOTAN IS FOR f NE STA�NG SED WORK ONLY AND NOT TO 8E \ } . PIPE FOR SEPTIC SYSTEM TO SCH. 404" PVC ' �. MARSH 'S , x._..... 4 5 .__. e:: ...faL,.,,.._+n S Y:t,..:.•'Y:..t-'T:r .+ A �' .�...� .:-..{-, I FID, lj \ l6 37- FRO, BOIARU UI• HEAL i H. x ! 'FI,AXIMUN FEASIBLE COMPLIANCE" 15.405 (t) is GRAYW.4 LR LEACH FA^;,:;`"Y _ i PROPOSED AT 4' ABOVE GROUNDWATER ELEVATION q/7E AW OFf SANDY NECK C0TTAGF IN THE TOWN OF: BARNSTABLE PREPARED FOR: CHRISTOPHER P. ;rCUHN 14 30 ` 0 30 60 90 1 \ \ 12 V \\ 8 SCALE: 1" = 30' DATE: OCTOBER 15, 1998� 1 \ \ 14 16 $ ! \ / / 12 iSO H CAMP 58 FLOOR E�-17.0' OF 4Ggf �� Of A HNE �� ARNf HOJALA sG PROP. WELL LOCATION pVtL Na 26348 CtSTERE� ��. __ _ ___ . � ARNE H OJALA, ., L.S. DATE SALT MARSH IBENCHMARK: USE CAMP FLOOR AT ELEVATION 17.0' off 508-362-4541 fax 508 362-9880 down cape engineering, Inc. CIVIL ENGINEERS LAND SURVEYORS 939 main st. yarmouth, ma 02675 i �1 , �""`^`....�....•ems...., t-� Y A- -3 EEP CESSPOOL IS 40" BY 40" BY 42" DEEP BOARD OF HEALTH APPROVED DATE MA / ` DEED RESTRICTION REQUIRED LIMITING CAMP TO EXISTING NUMBER OF BEDROOMS ISL. LOCATION MAP SCALE 1 " = Z,000 00 \ k0 E / ASSESSORS MAP 183 PARCEL 4-1 00 ZONING DISTRICT: YARD SETBACKS: \ ` FRONT = J / \ SIDE REAR = \ PLAN REF. - 486/34 \ FLOOD ZONE: A3 EL 11 NOTES: co z MARSH , S \ 1946. 1 . DATUM IS NGVD F 2. MUNICIPAL WATER IS NOT AVAILABLE COMP LINE 8 0 ' SITE AND SEWAGE PLAN OF SANDY NECK COTTAGE ......... '� IN THE TOWN OF: f3ARNSTABLE + 14 o /LOT AREA= 12 PREPARED FOR: CHRISTOPHER P. KUHN ' PROP. WELL \ 1.77AC. PROP. INCINER.{TOR TOILET 18 30 0 30 60 90 t6 8 1 155' FLOOR EXISTING Cl OOL* 12 EL=17.0' CAMP SCALE: 1 30' DATE: (UNDER RAI DES PORCH) NOVEMBER 24, 1998 -- '-�. " = 8 \ rn \ 1 GRAVEL ARNE H. �ll(� AREA � WALq 15� SALT MARSH CIVIL 0, 30792 IS ER ;.� 1— I, ARNE H. OJALA, P.E., P.L.S. DATE �llfc LEGEND off 508-362-4 fox 508 362-9880 100.0 PROPOSED SPOT ELEVATION down cape engineering, inc. 100x0 EXISTING SPOT ELEVATION CIVIL ENGINEERS 100 PROPOSED CONTOUR LAND SURVEYORS o- — - 100 — — EXISTING CONTOUR 939 main st. yarmouth, ma 02675 96-279 i