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Home My WebLink AboutRBPR-12-2021-39507.TIF 1 A •$ •G THIS IS NOTA PERMIT Case# RBPR-12-2021-39507 ET tlia CAI'AWBA COUNTY HEALI'I I DEPARTMENT 0 AC PLAN REVIEW APPLICATION FOR ENVIRONMENTAL SERVICES \842 5u Residential BuildingPlan Review- BuildingNew IMPROVEMENT-AUTH CONST- NEW WELL fevtdUCH" Applicant *NEST HOMES LLC (ERIC WOOD),PO BOX 3965,MOORESVILLE NC 28117 11:9803374813B:7042084251 C:7044339947 I IOME:9803374813 OTHER:9805001226 JDUBOIS.+NESTII OMES.COM Contact Person NEST HOMES LLC (ALLEN VANNOPPEN),236 RACEWAY DR SUITE 7,MOORESVILLE NC 28117 B:7044028594 C:8284433366 AVANNOPPENrNESTiIOMES.COM Contractor *NEST HOMES LLC (ERIC WOOD),PO BOX 3965,MOORESVILLE NC 28117 11:980337481313:7042084251 C:7044339947 IIOME:9803374813 OTHER:9805001226 JDUBOIS.r@NESTH OMES.COM Land Owner TREELINE HOLDINGS LLC,9190 GREENWOOD RD,TERRELL NC 28682 NAME TO APPEAR ON PERMIT *Nest Homes LLC (Eric Wood) SITE ADDRESS: 7145 COBBLEFIELD LN,DENVER NC 28037 PIN # 460603121186 NAME of SUBDIVISION: COBBLESTONE 16 l.ot li Section/Block PROPERTY SIZE: Square Feet Acres 1.12 DIRECTIONS: Slanting Bridge Rd south/left Burris Rd/right on Cobblefield PRIMARY CONTACT: Applicant SEWER TYPE: Septic Tank GALLONS PER DAY: 480 WATER SUPPLY: Private Well ESCRIBEWaRR� 7/12/23 E O a2 AC /) 5/1/2022 REVISED TO a2 IP, county issued AC and well HOUSE SIZE 72X48 10/27/22 session law submittal does not have required statute language and county form not signed by owner. cannot issue IP. cannot issue AC until we receive engineered design. S.L. 2018-114 has now been replaced with a2. LSS will need to resubmit a2 paperwork. 2/10/22 REVISED TO SESSION LAW PREVIOUS DESCRIPTION: new single family dwelling 70 x 70/4 bedrooms SITE INFORMATION Do any of the following apply to the property for which this application is applied? If the answer to any of the questions below is"YES',then supporting documentation is required: Does this site contain any jurisdictional wetlands? No Does this site contain any existing wastewater systems? No Is any of the wastewater going to be generated on the site other than domestic sewage? No Is the site subject to approval by any other public agency? Yes Are there any easements or right-of-ways on this property? Yes Property Easements Description: 20 ft easement for supply lines APPLICATION FOR: New Structure STRUCTURE TYPE: PRIMARY RESIDENCE FACILITY TYPE: Single Family Residence OTHER DESCRIPTION: DESCRIPTION OF vacant lot EXISTING STRUCTURES ON SITE(IF ANY) DIM EXISTING STRUCTURE: NUMBER OF EXISTING BEDROOMS: #OF OCCUPANTS: 8 PROPOSED CONSTRUCTION NEW STRUCTURE DIM:: 72 X48 #OF NEW BEDROOMS:: 4 07/122023 14:07 Page I of3 Robert Phelps From: Robert Phelps Sent: Monday, July 24, 2023 11:56 AM To: 'Ashley Rollans' Cc: 'hposton@nesthomes.com' Subject: Cobblefield lots 16,19,20,23,24, and 25 A2 incomplete Ashley, The pump designs on the old force main map will not work for the current pump designs. They changed the lot numbers when the cul-de-sac was extended, the lot numbers do not match what the engineer specked for each lot. Also your gpm is different than what was written on that old map. We also need a certification for the supply line leak test for lot 16. These submittals will be in an incomplete status until we get that information. Thank You Robbie Phelps, REHS Environmental Health Supervisor, OSWP Division 25 Government Drive, Newton, NC 28658 (828)320-3077 cell https://www.catawbacountync.gov/county-services/environmental-health/ lcatawba county Confidentiality Statement:The information contained in electronic transmissions is confidential and may be subject to protection under the law,including the Health Insurance Portability and Accountability Act(HIPAA).An electronic transmission is intended for the sole use of the individual or entity to whom it is addressed.If you are not the intended recipient,you are hereby notified that any use,distribution or copying of the message is strictly prohibited.If you received a message in error, please contact the sender immediately by replying to the e-mail and delete the material from any computer. 1 County: (,,C•ckctt„wbc- r CONSTRUCTION AUTHORIZATION FOR G.S.13DA-335(a2)/5L2022-11 PIN/Lot Identifier: fir. Q Oc; 03 I Z ( i `"(0 Issued To: \,t1a. , :"- Property Location:{[L1 C6\0b0 l a Low ,t„eY1V e( 4Q, oWiU i' q AOWE/PE Plans/Evaluations Provided: Yes H. No❑ If yes,name and license number of AOWE/PE .cn,� 4\f1 �`W.s 4'1U0a`7C.. Facility Type:Li Zie&Oc 1v\ .i,(.4li iktic, ( /New ❑Expansion 0 Repair System Relocation Basement? ❑Yes No Basement Fixtures? 0 Yes 0 No (i Type of Wastewater System"' i7 4J F> l" ..�:, h'I(.f-) (Initial) VT P j' 6 i'2 ., L, P (Repair) Design Daily Flow: 'ilk) GPO Wastewater Strength:L l-domestic 0 high strength 0 industrial process Session Law 2014-120 Section 53,Engineering Design Utilizing Low-flow Fixtures and Low-flow Technologies? 0 Yes No Installation Requirements/Conditions Septic Tank Size: 1 J Op gallons Total Trench/Bed Length: ?Co—f-Ifeet Trench/Bed Spacing: 8 feet on center Drainfield square footage: , ' 3'/ Trench/Bed'Width: 7—�( inches LTAR: J °3 gpd/ft2 lit 1 Soil Cover: t' inchetN Slope Adjusted Maximum Trencii/Bed Depth:_. '�%-) inches Aggregate Depth: inches above pipe inches below pipe inches total Pump Tank Size(if applical?le): 10 Ja gallons iRecuires more than 1 pump? ❑Yes Ai No Pump Requirements; 5 ft.TIOI-f Z. lilGPM Graase Trap Size(if ap licable): gallons Distribution Method: ❑Serial 0 D-Box or Parallel 0 Pressure Manifold(s) LPP 0 Other: Artificial Drainage Required: Yes 0 No Ciif yes,please specify details: Legal Agreements(If the answer is"Yes"to any type of legal agreements,please attach a copy of the agreement.) Multi-party Agreement Required[.1937(h)]: Yes 0 No Er- Easement,Right-of-Way,or Encroachment Agreement Regiired[.1933(j)]: 0 Yes [I-No Declaration of Restrictive Covenants: C Yes lg'No ""If aoolicable: I understand the system type specified is different from the type specified on the application. I accept the specifications of this permit. Owner/Legal Representative Print Name: Owner/Legal Representative Signature: Date: Pre-Construction Conference Required: Yes 0 No W'— An Conditions: 7 .( ( `y r� F r �A ✓►�.� rr Lyra !'lr�,I. Sc c�"..L LQ. • The construction and installation requirements of Rules.1950,.1952,.1954, 1955,,1956,.1957,.1958,and.1959 are incorporated by reference into this permit and shall be met. Systems shall be installed in accordance with the attached system layout. AOWE/PE Print Name: A Ac,r:, AOWE/PE Signature: 4,,,.,.f.,,. a �� :44-- __. Date: ( - 2 i.; triki, y This AOWE/PE s.�mittal is pursuant?o and meets the requirements of G.S.130A-335(a2)and(a51%.1'►►dd►••i a L ., d *See attached site sketch* gyp !!,1„, % .. its RPCrIVED Icti . tio •;ter, • ,. . J U L 1 0 2023 , ' _,, , 4 4'...'/U/iiliiift11'. Environmental Health .. . • `�G THIS IS NOT A PERMIT Case# RBPR-12-2021-39507 ft-4 t (I!,1 4 \Ig CATAWBA COUNTY HEALTH DEPARTMENT PLAN REVIEW APPLICATION FOR ENVIRONMENTAL SERVICES ski Residential Building Plan Review-Building New IMPROVEMENT-AUTH CONST- NEW WELL 51 13 k 196 Applicant *NEST HOMES LLC (ERIC WOOD),PO BOX 3965,MOORESVILLE NC 28117 H:9803374813B:7042084251 C:7044339947 HOME:9803374813 OTHER:9805001226 JDUBOIS@NESTH OMES.COM Contact Person NEST HOMES LLC (ALLEN VANNOPPEN),236 RACEWAY DR SUITE 7,MOORESVILLE NC 28117 B:7044028594 C:8284433366 AVANNOPPEN@NESTHOMES.COM Contractor *NEST HOMES LLC (ERIC WOOD),PO BOX 3965,MOORESVILLE NC 28117 H:9803374813B:7042084251 C:7044339947 HOME:9803374813 OTHER:9805001226 JDUBOIS@NESTH OMES.COM Land Owner TREELINE HOLDINGS LLC,9190 GREENWOOD RD,TERRELLNC 28682 NAME TO APPEAR ON PERMIT *Nest Homes LLC (Eric Wood) SITE ADDRESS: 7145 COBBLEFIELD LN,DENVER NC 28037 PIN# 460603121186 NAME of SUBDIVISION: COBBLESTONE Lot# 16 Section/Block PROPERTY SIZE: Square Feet Acres 1.12 DIRECTIONS: Slanting Bridge Rd south/left Bums Rd/right on Cobblefield PRIMARY CONTACT: Applicant SEWER TYPE: Septic Tank GALLONS PER DAY: 480 WATER SUPPLY: Private Well DESCRIBE WORK: 5/1/2022 REVISED TO a2 IP,county issued AC and well HOUSE SIZE 72X48 10/27/22 session law submittal does not have required statute language and county form not signed by owner. cannot issue IP. cannot issue AC until we receive engineered design. S.L.2018-114 has now been replaced with a2. LSS will need to resubmit a2 paperwork. 2/10/22 REVISED TO SESSION LAW PREVIOUS DESCRIPTION: new single family dwelling 70 x 70/4 bedrooms SITE INFORMATION Do any of the following apply to the property for which this application is applied? If the answer to any of the questions below is"YES",then supporting documentation is required: Does this site contain any jurisdictional wetlands? No Does this site contain any existing wastewater systems? No Is any of the wastewater going to be generated on the site other than domestic sewage? No Is the site subject to approval by any other public agency? Yes Are there any easements or right-of-ways on this property? Yes Property Easements Description: 20 ft easement for supply lines APPLICATION FOR: New Structure STRUCTURE TYPE: PRIMARY RESIDENCE FACILITY TYPE: Single Family Residence OTHER DESCRIPTION: DESCRIPTION OF vacant lot EXISTING STRUCTURES ON SITE(IF ANY) DIM EXISTING STRUCTURE: NUMBER OF EXISTING BEDROOMS: #OF OCCUPANTS: 8 PROPOSED CONSTRUCTION NEW STRUCTURE DIM:: 72 X48 #OF NEW BEDROOMS:: 4 ehapplication 05/01/2023 13:18 Page 1 of3 T T NNW Catawba county public health Application for Environmental Health Services THIS IS NOT A PERMIT application is for: ®New Construction ❑Existing Facility El Improvement Permit Authorization to Construct ❑New Septic ❑Septic Repair/Malfunction ❑Septic Relocation ❑Septic Expansion ❑Existing System Inspection or Reconnection New Well ❑Replacement Well ❑Well Abandonment ❑Well Repair Property Address 7145 Cobblefield Lane, Denver NC 28037 Acres 1.12ac Subdivision Cobblestone Lot# 16 Driving Directions to Property Slanting Bridge Rd Right on Burris, Right on Cobblefield Ln Describe work residential Applicant Name Nest Homes LLC hposton@nesthomes.com Applicant Address p0 Box 3965, 236 Raceway Dr, St 7 Mooresville NC 28117 Phone 980-500-1238 Cell Phone Owner Name Brown Cobble Hollow Development Owner Address PO Box 3965 236 Raceway Dr St 7 Mooresville NC 28117 Phone 980-500-1238 I Cell Phone Contractor Name License# Contractor Address Phone Cell Phone Name to Appear on Permit? ❑Owner ®Applicant ❑Contractor Who will be the Primary Contact? ❑Owner IN Applicant ❑Contractor Proposed New Construction-Residential Primary Residence ® New Residence ❑ Addition to Residence #of New Bedrooms*t 4 #of Occupants 8 Project Description Residential Structure Dimensions,also specify dimensions of decks&porches 72'_x 48' Basement ❑Yes ❑ No Basement Plumbing ❑Yes ❑ No Accessory Dwelling #of New Bedrooms st #of Occupants Structure Dimensions Basement ❑Yes ❑No Basement Plumbing ❑Yes ❑ No Accessory Structure(s)Describe Structure(s)Dimensions Plumbing ❑Yes ❑No Describe Plumbing Needed Multi-Family Residence #of Apartments #Bedrooms per Apartment*t Total#Bedrooms in Structure*t #of Occupants Structure Dimensions Basement ❑Yes ❑ No Basement Plumbing ❑Yes ❑ No Well Construction/Abandonment/Repair Proposed Well Type ® Individual Well ❑Semi-Public Well ❑Community Well Abandonment Type ❑ Drilled ❑ Bored ❑ Dug ❑ Unknown Well Repair Requested ❑Yes ❑No Describe Will Certified Well Contractor Install Water Line or Electrical Line from Well Head to Pressure Tank?jizl Yes ❑No catawbacountync.gov Environmental Health Cotowbo County Government Center 25 Government Drive I PO Box 389 I Newton NC 28658 1828.465.8270 MAKING. LIVING. BETTER. Existing Structures on Site Describe Structure Dimensions #of Bedrooms* #of Occupants Basement ❑Yes ❑ No Basement Plumbing ❑Yes ❑ No Existing Water Supply ❑Individual Well ❑Shared Well—Number of Connections ❑Community Well ❑County/City/Township Water Line Is a public water supply available?** ❑ Yes ❑No Commercial ❑Proposed New Construction ❑Existing/Change of Use ❑Repair Food Service Specify Type #Seats Dining Area(Sq.Ft.) #Employees per Shift #of Shifts Church #of Seats Daycare❑Yes ❑No #of Children #of Employees per Shift #of Shifts Commercial Kitchen ❑Yes ❑No Residential Kitchen ❑Yes ❑No Daycare#of Children #of Employees per Shift #of Shifts Business/Other Specify Type Structure Dimensions Retail Floor Space #of Employees per Shift #of Shifts Other Information Calculated Design Flow,Commercial t (This value will be determined by EH staff) The Applicant shall notify the local health department upon submittal of this application if any of the following apply to the property in question. If the answer to any question is"yes",applicant must attach supporting documentation. ❑Yes ®No Does the site contain any jurisdictional wetlands? ❑Yes ®No Does the site contain any existing wastewater systems? ❑Yes ®No Is any wastewater going to be generated on the site other than domestic sewage? ❑Yes ®No Is the site subject to approval by any other public agency? ®Yes 0 No Are there any easements or right of ways on this property? Describe supply line easement If applying for an Improvement Permit or Authorization to Construct,Please Indicate Desired System Type(s): (systems can be ranked in order of your preference) 0 Accepted 0 Alternative 0 Conventional 0 Innovative 0 Other Any *Any room that will be intended for sleeping at the time of construction or for future consideration should be noted as a bedroom and counted on all applications.The number of bedrooms will be confirmed by rooms identified on floor plans as a bedroom at the time of building permit issuance. This may prevent the need for septic system expansion in the future. t If structure is plumbed but has no bedrooms,calculated design flow will be determined by EH Staff. **If No,a well permit must be issued with the Authorization to Construct. RETRIP TO THE PROPERTY AND/OR SYSTEM REDESIGN WILL INCUR AN ADDITIONAL CHARGE(SEE FEE SCHEDULE) Completed applications are valid for a period of 2 years.Improvement Permits are valid:with complete site plan=60 months(5 years); with complete plat=without expiration. An Authorization to Construct will remain valid as long as the Improvement Permit is valid.An Authorization to Construct,issued for septic repair is valid for 60 months(5 years).Permits may be revoked if the information on this application/site plan changes or if the intended use for the proposed facility changes.Permits may be revoked if site conditions are altered such that they effect permit conditions or installation requirements. I have read this application and certify that the information provided herein is true,complete and correct. Authorized county and state officials are granted right of entry to conduct necessary inspections to determine compliance with applicable laws and rules. I understand that I am solely responsible for the proper identification and labeling of all property lines and corners and making the site accessible so that a complete site evaluation can be performed. The undersigned is the owner of the property or legal agent of the owner. Signature of Owner or Legal Agent * P ` Date_4, 28. 2 Printed Name of Owner or Legal Agent M*xt1+1 er ?O S+Z W Laf" iIO County:CotkcAmita. IMPROVEMENT PERMIT FOR G.S.130A-335(a2)/SL2022-11 PIN/Lot Identifier: Ll(IIOCe3312-11%(a. Issued To: Crown CObblt 1'31O110W Qev, LI_C. Property Location: 1►M15 Cobbl C f C4 d Lf1, Oorwr( 7—it 611 Subdivision: CliibICSkOlent. Lot#: \Ca Block: Section: LSS Report Provided: Yes 59. No 0 If yes,name and license number of LSS: $CArVU. ., NO"W WI ?O\\one Cj 31 New Repair 0 Expansion 0 System Relocation 0 Proposed Structure: 11 'Sr form ¢��iJunt,e Proposed Wastewater System Type: 1-16C1RS 1 OW Pre 't- (Initial) Sw`^1... (Repair) Fill System:0 Yes 51 No If yes,specify:0 New 0 Existing (when adding more than 6 inches of fill to system area please provide a fill plan) Proposed Design Daily Flow: lAiS0 GPD Proposed LTAR(Initial): 0.3 Proposed LTAR(Repair): 0.3 Design Wastewater Strength:IX domestic 0 high strength 0 industrial process Number of bedrooms: N Number of Occupants: I Other: Pump Required: Yes 0 No 0 May be required based upon final location and elevations of facilities Artificial Drainage Required: 0 Yes ®No If yes,please specify details: Type of Water Supply:ta Private well 0 Public well 0 Municipal Supply 0 Spring 0 Other: Drainfield location meets requirements of Rule.1945: Yes No 0 Drainfield location meets requirements of Rule.1950: Yes® No 0 Permit valid for:® Five years[site plan submitted pursuant to GS 130A-334(13a)] 0 No expiration[plat submitted pursuant to GS 130A-334(7a)] Permit conditions: Sce design Licensed Soil Scientist Print Name: S m b)t( A , t' 00AS Licensed Soil Scientist Signature: Date: 7"//A The LSS evaluation is being submitted pursuant to and meets the requirements of G.S.130A-335(a2). *See attached site sketch* 7145 cobblefield In(See Attached Design) The septic layout for this lot(8'centers)yielded a total of 596 linear feet of line.The primary system is proposed as 267 linear feet of PPBPS(50%Reduction)drainfield with low pressure distribution.Trench depth is specified at 30 inches(Low Side).The repair system is proposed as 267 linear feet of PPBPS (50%Reduction)drainfield with low pressure distribution.Trench depth is specified at 30 inches(Low Side).There is 320 linear feet available for repair. Primary and repair is located at 16A offsite easement. Session Law Requirements All information needed to issue the IP must be submitted with the application.The application shall include all information described in 15A NCAC 18A.1937(d)and be accompanied by a signed and dated statement from the applicant(owner or owner's legal representative)that reads as follows: "The LSS/LG evaluation(s)attached to this application is to be used to issue an improvement Permit in accordance with G.S. 130A-335(a2)and(a3)." Owner Date ?v Print Name ,i)16.t+ \la r rtal�,. Signature :/' _cat.,* ' 'k1/1•v .- -. 'i) /J-712,3 i 1 , I) The LSS evaluation shall include a statement bearing the LSS seal and signature that reads as follows: "The LSS_v7.1:Latiz:r:is being b t'tt de r uFsu'cnt tc,et d meets the requirements of G.S. 130A- 335(a2)." Disclaimer This report reflects the findings of S&FS, PA. This LSS evaluation is being submitted pursuant to and meets the requirements of G.S. 130A-335(a2)."Any site modifications that impact the proposed septic areas on 7145 cobblefield,Denver, NC 28037 may nullify this design.System design requirements and site requirements shall be adhered to for installation and Operations Permits to be issued by the local Health Department. If you have Questions regarding these requirements a Pre-Construction meeting should be scheduled to discuss. Please contact S&FS if you have any questions regarding this report or the attached information. S&FS also offers septic system inspection,wetland delineation and forestry services. „0,.01.. •..,,, Sincerely, '' r, ,10 ,,,,....- ` s �°, 2,..y kr t04....,, i, ice,,o.k*..,: r'"u' c41- "n'�'K 'wl' 'Y' i23A ¢0,,, S.Ashley Rollans, LSS lam P. Attachment: Septic Design�'"'w ,r, 0 F H PIEDMONT DESIGN ASSOCIATES,P.A. 125 East Plaza Drive I Suite#101 Engineering Mooresville,NC 28115 Surveying Phone: 704-664-7888 I Fax: 704-664-1778 Planning Email: dmunday@pdapa.com April 5,2022 Catawba County Health Department PO Box 389 Newton,NC 28658 Attn:Robbie Phelps,REHS RE: Offsite Effluent Force Mains serving Lots 18-20&Lots 23-25 Burris Road and Cobblefield Lane,Cobblestone Subdivision Catawba County,North Carolina Dear Mr.Phelps: ENGINEERS CERTIFICATION I, Donald L. Munday, as a duly registered Professional Engineer in the State of North Carolina, having been authorized to observe periodically the construction of the referenced project, (6) Offsite Septic System Supply Lines to serve Lots 18 (18-A), 19 (19-A), 20 (20-A), 23 (23-A), 24 (24-A) & 25 (25-A) in Cobblestone Subdivision, located in Catawba County,NC,hereby state that,to the best of my abilities, due care and diligence was used in the observation of the testing such that the construction was observed to be built within substantial compliance and intent of the approved plans and specifications.Please note that this certification is NOT for the actual systems themselves but for the supply lines from the individual residence(s) to the offsite easement area(s) only. Sincerely, Cr4�� PIEDMONT DESIGN ASSOCIATES,P.A. ��N tttt��ii��i�� I SEAL 17327 E.: Donald L.Munday,P.E. .,;qa ,,.•' ��•` N.C. Registration No. 17327 ''i1�p L. g'%/?o``` tt cc: Allen VanNoppen,Nest Homes 04/05/2022 q• .... 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A Commercial * Residential * Mortgage Surveys * Multi—Family Construction Staking * Subdivision Design * Topographical 131 Crossiake Park Drive — Suite 102 * Mooresville *• NC * 28117 (704) 664-7029 (704) 664-8041 Fax I, certify that this map was drawn under my supervision from an actual survey made under my supervision recorded in deed book 3213 , page 1653 . and/or plat book 66 , page 64 _, that the ratio of precision is 1':10,000, that this map was prepared in accordance with the General Statutes of North Carolina Chapter 89C. my hand and seal on the 8 day of _ JUNE L—' A.D. 20 22 � ' ,-i,. , REVISED 10/25/22 t�14.: . Q( ,. SIDELOAD GARAGE WILLIAM M " 'a 'X PL- %% REVISED 04/27/23 z. ra SEAL- MOVED HOUSE Mt s LA VANNIE M. SICMON i •:<. _�°�.�Z�= 1821/106 **..•SuK•-: ��.'� 413 N59'30103 t7 8.75 VICINITY MAP*NO SCALE Criv4 — 1.1' `3314W --- f \ '01\ I 30. `'AR .4 1 LOT 16 1.12 AC. 50.1 I 0 m LOT 17 DALE C. MAUNEY & JULIE P. MOZELEY 3493/1421 w Q o J1 ® sT I LOT 15 MICHAEL & allo N _ HOUSE BOX ip KRISTIN HOOD [" tE1 ! J . 2840/811 Po N N. r) a. ' 1 MEADOWLARK I Z al.�'L ,-, ' J LINE TABLE `' LINE BEARING LENGTH L1 N 3412'51. W 11.99' : r, I L2 N 51'35'53" W 55.64' o L3 N 82'34'03" E 41.12' a L4 N 42'47'10" W 25.00' ".' L. . I _I DRIVE 2.0588SO. Fr. 1 30 FRONT WALK = 178 SO. FT. IMM R/W ; S52'29'24"E ja ____ s 1A9d3 SOIL S FJRESTRY� . SERV CE 4F 1- E 0LI www.soilandforestryservices.com Attached is a proposed design for a PPBPS Septic System with low pressure distribution for a 4 bedroom single family residence at 7145 Cobblefield Ln Subdivision,Denver 28037,Catawba County,NC.P1N#:460603121186 Contents: fug Information for the Installer 1 Design Information Layout Specifications 2 System Tapsheet 3 Site Plan/System Plan — 4-5 Subdivision Plat 6 Mo. C� Profile Descriptions --.4-7-"se- N, 7 lik Session Law Form % �,,.� ioe ;, �‘)t• Septic Application , SUBMITTED ;. ***PROFEESIONAL ENGINEER REQUIRED TO PROVIDE DESIGN SPECIFICATIONS FOR EXISTING FORCE MAINS PRIOR TO ISSUANCE OF AUTHORIZATION TO CONSTRUCT. February 4,2022 Protect#:21-0093 Design By: Soil&Forestry Services of the Carolinas,PA I INFORMATION FOR THE INSTALLER: The permit should be read very carefully prior to bidding. The following are details that must be considered along with all other considerations. Tanks shall be approved by NC DHHS,and certification supplied by the manufacturer. Tanks shall be water tested prior to installation. - The installer shall be responsible to the owner for placement of the tanks and to insure that final grades are returned to the original natural grade,with exception of added structural features. - The supply trench shall be compacted to eliminate cavities left during initial fill placement. - Installation of the system shall be during dry conditions in order to protect the soil structure. - All fittings shall be pressure rated fittings. - All joints shall be cleaned with PVC pipe cleaner and a heavy bodied glue applied to weld all joints. - Where required by the county health department, post installation inspections by the designer must be scheduled 5 week days in advance. - Trenches shall be carefully excavated so the bottom is within 2"from the highest to. the lowest points of elevation within the trench. If the bottom elevation needs adjusting after it has been trenched, it will be done by removing high points rather than filling low points. It is extremely important to insure that trenches are not over excavated during initial trenching. All fine grading within the trench will be hand done with a shovel. No loose material will be left in the trench All pipe openings in the tanks shall be properly grouted. This also applies to the joints around the riser. All tanks shall be properly back filled and compacted to prevent slump at a later date. Earth dams,constructed of relatively impervious material,shall be installed at the beginning and end of each lateral. No heavy equipment shall be used on the field during or after installation.The use of a small loader(i.e. Bobcat)or a trencher(i.e. Ditch Witch 2300/2310)may be used for installation. Elevations at pinflag locations should be checked by the installer prior to beginning trenches. Pumptank riser should be 6"above grade, control panel should be 12"above grade. -- Septic tank riser shall be a minimum of 6"above finished grade. - System is specified as a PPBPS installation with low pressure distribution. Repair is specified as a PPBPS installation with low pressure distribution. Backfill 4-6"of material(County Approved)over panels,rake trench walls,lime side- walls, install trenches 24"wide and have no more than 1/4"fall in 10 feet. Supply line size,length and elevation head must be determined prior to AC - Drainfield is offsite on Lot 16A.Supply lines were installed per expired IP:_ • 7145 COBBLEFIELD LANE Project#:21-0093 LAYOUT FOR 4 BEDROOM HOME February 4,2022 FLAG FLAGGED DESIGN LINE# COLOR BS HI FS ELEVATION LINE LENGTH LINE LENGTH TBM See Site Plan INSTR. 1 HOUSE CNR P.TANK 1 RED 37 37 2 BLUE 58 58 3 YELLOW 76 76 4 ORANGE 89 89 5 PINK 92 89 6 RED 95 89 7 BLUE 77 77 8 YELLOW 72 72 Total 596 587 SOIL LOW SIDE LINE LIAR SYSTEM LTAR TRENCH TRENCH LENGTH GPD/FT2 TYPE GPD/FT2 SYSTEM DISTRIBUTION num *System 267 0.300 MOD. 0.300 PPBPS LOW 30" CONY. PRESSURE Repair 320 0.300 MOD. 0.300 PPBPS LOW 30" CONY. PRESSURE Notes: **All septic lines and pits located via GPS and Tape Measure **All measures in feet **Nitrification lines are demonstrated on contour via colored pin flags 5 LP PPBPS TAPSHEET-7145 Cobblefield Lane SYSTEM Line# Color Elevation Length Dole Size Flow/hole Trench Area Number of Panels 4 ORANGE NA 89 0.156 0.41 178 21 5 PINK NA 89 0.156 0.41 178 21 6 RED NA 89 0.156 0.41 178 21 total feet= 267 gal/min= 25.83 63 Des.Flow 480 Pump Run= 8.78 soil LTAR 03 LTAR+5% 0315 LTAR with mod. 0.6 LTAR with mod..+5% 0.63 .156 equals 5132 inch hole ice, f. �� 7/i C 0 10.• r-: � "e"). • ) o 4o, ( )� �0 fGsF 's 4 % colill. K v o.,...7 c) Ile .ir 00 \ -eoet, 1 AN 0,,,, . . ,c,• v \ f / :/ 7 ilk.3t . , , cee NN ., .„ 0 1 / nr,c0 ,. .„,„ pA # ____ —,_, . i -T�Till� 1 0'. ' tall 100' • y40 In tall 100' gt ' Y 35' ', 2Ce-i c 9 0 23' ‘R,�; tt• , VV 'lrO� c? �` N. 6 ram'► \ \ N e ce - ,-) ki) % r _Aiii , ,_._ SI— 1 L ..' 4t c.'.% N?) fe, L?' . /\ v R) t' 4,,. ;, 0 s P ' IM ono . \._ --) 6 N (J.] 0 oa ,,,o c.._.) ,>. , 1\.) - )--) 1II7 -'-, `-----Tv Illt i1 fig, Sheet of - PROPERTY ID#: o r 1L COUNTY:/ . SOIL/SITE EVALUATION C�abb(2a�a for ON-SITE WASTEWATER SYSTEM !mot (Complete all fields in full) OWNER: Sk r C.:. LLC _ APPLICATION DATE ADDRESS:40%.rx ?RV:, ITNDXe.,uhlle Nc ag 11n DATE EVALUATED: AD" PROPOSED FACILITY: N R _I PROPOSED DESIGN FLOW(.1949): t Qa PROPERTY SIZE: j, 1( o L.. LOCATION OF SITE: ?W C,�isl.a� a0.fst., �eK,,,,e NC Z8O?.:, PROPERTY RECORDED: +(,�S WATER SUPPLY i1 Private ❑Public Well ❑Spring 0 Other EVALUATION METHOD: 0 Auger Boring...NI Pit 0 Cut TYPE OF WASTEWATER: 1 Sewage 0 Industrial Process 0 Mixed • • o SOIL MORPHOLOGY OTHER F (.1941) PROFILE FACTORS I .1940 E LANDSCAPE HORIZON POSITIOw DEPTH .1942 PROFILE # SLOPE% (M) .1941 .1941 SOIL .1943 .1956 .1944 CLASS STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPR RESTR &LTAR TEXTURE MINERALOGY COLOR DEPTH 0 HORIZ CLASS o — 8 ?sc,I..•�s 4 k Cr•SS S/SF4 t: ] 1P 13 - 31 .btods.dk/ .k 14 M ,, f 5 1 t- ! y; ?I- s, 3RC t,,A, u►AS G L. x M 4PI •ci4.f '7+[ „p 5 0.3 ib5 91- 70 V&iS(rI w+cv,/, k " ri o— $ R'R' --4kk Fir 5SaPfi 2 14,,,,, 1% - go 40-4,Cs5t,ly , v . ,rtet,i : , ::-. -1 4 G F 6 r.1,J r..1, Q.-- cr 5*-,415ey ? 4- mit i3R.c.)-C?l .I log ' k- k K P S 3 �/ I p o-- 6 R sdr„dadt �rss5 'P G — zy ac kick i• k as- ii 7/ �� 4 t,./,I�� ?4- 7/ 'l c(frll k. k . K. h .•-Fsgp ®. -...?zs 1 ,4-14,1..iso.fts,A, DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946): '. '- .mo t•;- 1(o - SITE CLASSIFICATION(.1948): P5 ii t a Available Space(.1945) P 5 -P S kVIA, 9Y p EVALUATED BY: S, As / ,, ! 'e.. . .,S stemType(s) ? 5 fRDs— ..S OTHER(S)PRESENT: ? \`'• T / 6, Site LIAR 0. 3 C7 3 `a �� 1231 •. COMMENTS: t-`'. . 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T ,oH7 x I$~ R E " r.Hr,oscas �a gg # �� s bQ¢ •�o � 3y��j � r/ i79� ,oa ,� >,$y �N �v►�` N R j � (zsgr •u-s) proa owne 0) SIR N ti �BA �G THIS IS NOTA PERMIT Case# RBPR 12-2021-39507 d t l CATAWBA COUNTY HEALTH DEPARTMENT �C PLAN REVIEW APPLICATION FOR ENVIRONMENTAL SERVICES /841 sM Residential Building Plan Review- Building New IMPROVEMENT-AUTH CONST- NEW WELL &I 9 fti Applicant *NEST HOMES LLC (ERIC WOOD),PO BOX 3965,MOORESVILLE NC 28117 H:980337481313:7042084251 C:7044339947 HOME:9803374813 OTHER:9805001226 JDUBOIS@NESTH OMES.COM Contact Person NEST HOMES LLC (ALLEN VANNOPPEN),236 RACEWAY DR SUITE 7,MOORESVILLE NC 28117 B:7044028594 C:8284433366 AVANNOPPENrrNESTHOMES.COM Contractor *NEST HOMES LLC (ERIC WOOD),PO BOX 3965,MOORESVILLE NC 28117 H:9803374813B:7042084251 C:7044339947 HOME:9803374813 OTHER:9805001226 JDUBOIS rDNESTH OMES.COM Land Owner TREELINE I IOLDINGS LLC,9190 GREENWOOD RD,TERRELLNC 28682 NAME TO APPEAR ON PERMIT *Nest Homes LLC (Eric Wood) SITE ADDRESS: 7145 COBBLEFIELD LN,DENVER NC 28037 PIN# 460603121186 NAME of SUBDIVISION: COBBLESTONE Lot# 16 Section/Block PROPERTY SIZE: Square Feet Acres 1.12 DIRECTIONS: Slanting Bridge Rd south/left Burris Rd/right on Cobblefield PRIMARY CONTACT: Applicant SEWER TYPE: Septic Tank GALL AY: 480 WATER SUPPLY: Private Well IBE WORK: 10/27/22 session law submittal does not have required statute language and county form not signed by owner. cannot issue IP. cannot issue AC until we receive engineered design. S.L. 2018-114 has now been replaced with a2. LSS will need to resubmit a2 paperwork. 2/10/22 REVISED TO SESSION LAW PREVIOUS DESCRIPTION: new single family dwelling 70 x 70/4 bedrooms SITE INFORMATION Do any of the following apply to the property for which this application is applied? If the answer to any of the questions below is"YES",then supporting documentation is required: Does this site contain any jurisdictional wetlands? No Does this site contain any existing wastewater systems? No Is any of the wastewater going to be generated on the site other than domestic sewage? No Is the site subject to approval by any other public agency? Yes Are there any easements or right-of-ways on this property? Yes Property Easements Description: 20 ft easement for supply lines APPLICATION FOR: New Structure STRUCTURE TYPE: PRIMARY RESIDENCE FACILITY TYPE: Single Family Residence OTHER DESCRIPTION: DESCRIPTION OF vacant lot EXISTING STRUCTURES ON SITE(IF ANY) DIM EXISTING STRUCTURE: NUMBER OF EXISTING BEDROOMS: #OF OCCUPANTS: 8 PROPOSED CONSTRUCTION NEW STRUCTURE DIM:: 70 x 70 #OF NEW BEDROOMS:: 4 Desired system types(Improvement Permit or Authorization to Construct): ACCEPTED: ALTERNATIVE: CONVENTIONAL: OTHER: INNOVATIVE: ANY: YES Other described: ehawpt.:a n 10/27/2022 09:46 Page 1 of 3